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HomeMy WebLinkAboutB07-0275 2008 Building Permits 3 of 3.H >. �,- `s2 � � a �� �� � : 1 .�° ��' � � ft � f S 3�'` �� ��`iY { ��.�°� � ` ¢� '� � �,�g"'��'' `� 4. 7� �d .... . ... . _ n ; r �� �� ✓ ,n� a_,,, ._�� . . �. .,�.,_'�!_\'__ " _ .. nsmpttal Form � -� � Develo�5rrient Re�iew �a�rdi�ator���� �� � � � � 7� South` �Frontage. Road � � � Uail, Cq ��8J.657 ' �z� Phone:970�79-212£� ��� � Fax:970-479-2452 � �� �' � � � Zr�spections; 97Q 479-2149 : � ,� a��� �`� _ . r... . ... . .... . _ _. .. Revision Submittals: 1. "Field SeY' of approved plans MUS7 accompany revisions 2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. �� ( �) � Revisions ! Permit #(s) information applies to: Attention: O Response to Correction Letter attached copy of correction letter ; �!� ('" � ` �- °L l,; `�C�1 ��r� � ''� ( ) Deferred Submittal ; ( �=)� Other Project Address; 4 ! �I•'-'� ��: . �`9c%L�e���,�,,� �7�6-`,�� ��.. J \%�a i , �.C% £: i � `� 1 Contact Information Company: .��L SiLr'i � i''ti G����`-� (,��.161Ci',, 1_..i...t:. Company Ph: Fax: Contact Name: a L'd'�b t-���� Contact Ph: +������a ., t���c�.P �713� CeIL `��fz�.._�t�t��--�:��;��r� E-IVlall: vr `�� c. � I C i` �` t.i 1� ..�-� � .. c✓-; �; �:' �'✓� G � `� o ., t"_�l���a Town of Vail Contractor Registration No: X %�`���� ��:�,��%:. SlgtlatUl'e (required) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building $ Plumbing $ Electrical $ ' Mechanical $ ' Fire Sprinkler/Alarm $ Total $ N� ��� � Description / List of Changes: �a:1t;<� rt-'ic::r�°t ; i::v, '�'c� I•'1i?�'� L��i-�.i f�c�6Y'P�v)J�=::•-�g'�st..i"v'v) �trc�,it i�.c€_'�-ii:�vt " ��ic:aui ��� �'� �' L1 �r� � 1 � s �- c� �... � rz�p r ��-E:�� J� ��c ���.��f c•�' . C�>��s����:>i;kyi�.. j��;�c�4.��( �i.����h'c�r-,i.l cc; l�'v°[:�VZ 1 '� �<�:c`'.-�� iJl"Gi � �� 1') dL1 ��{t': "F': ! �%it.C'vt �NC.) F—f' E%��_ %t�it��V�E'— C."ii'6yC1Ct:. (Use additional sheet if necessary) Date Received: p �������...�j�R,� � JAN - � �0�9 � .� T�VVIV �� �ri'"�I� f , � ' �� � � . � � � � � �'�_ � F 3 � � 1 �` �� { ���.�dir�� I���a�m�r�� ��r��c�°� ; March ��, ���8 Charli� Da�is �hief Building �fficial, Tawn of Vail 75 5outh Frontage Road Vail, �� 81��7 RE: Structural clar�ficatian for dewatering ►►ault PR�JECT: PERi1111T NLIMBER: iNTERNAL REF #: REV # ADDRESS: Dear Mr. Da�is: Solaris �07-0�7� 7�69 2 '143 East Meadaw Dri�e � ' � �,��� _ � `L �_ _ - '��- � a �•' � � s r r-�, � 4 a • a — - ' �' f �� � � `��� � ��r' + �� �- '` ��� -�� � SAFE�u�lt Calo�ado has �ev�ewed only fflr th�ir �o�farmanc� tfl th� pravis�ans af the ���3 International Building �ode as adap�ed by the Town of Vail. SAFEbuilt Col�rado �ir�ds the documents submitted ta be complete for construction. Shee�s: �ne sheet 53. �9 5�ructural calculations ' ., -�,� 5 • 'I . 7 � y� _ � ti � h�urs of plan re�iew due, $� ��.�4 f ���� . F I � Sincere�y, ��� .�� .� - '� � .�. ��- _ . _ �� I - �, ;. � J�hn Plano Plans Exam iner � 'ahn. lano SAFEbuilt.com Page l af 1 SAFEbuilt Colorado Eagle �ffice � P.�. Box l 61 S� 1285 Chambers AWenue, Unit 101 � Eag�e, Colorado 81631 Phone: �970}328-1794 � To�l Free: (877} 428�64I2 � Fax: (97�} 328-1791 �V:1Plai� RevievvlVaillSolarislto�_807-4275re�2_FAL.doc STF�U�TU RAL �►�IL�IJ L�►1"I�N� �ewate r� � g Va u It F�R: S�laris Vaily lJ� S� I #�4- � $7 Prepare� F�r: S�LARI� -ti.� _ �._., . . �� � �.�., .� ~����� .� . � :�� �i �-'��; Z ��� o- � �� �daNn� L� '��i �`���0°���1 1}�Y ��'a ���f.,,A��'- � �a�,�.� °�.�� ��-��=��� a '.. � �� Q ��;,°.; �� ry,,'. � ° ,J � � �. � , �; r��:-, Q '� � � a � �, �� � � � � i :`,� � � . �, �, ; �� �&���`�--'� � ,r� ��� � .� ; 4 .•�'�„ ' r � , ` � • , �? . �� �: ' i a • � , �� . �� � 1 � ' . , � , �^ry r � ;{ f (� � � �' � . STRU�TLJF�AL ��NSU LTANTS � N��RP�]RATE D �4�� E. Bayaud A�enue � U It� �(�� �en�er9 �olorado 8���9 Marcl� '13�" �0�8 � �tru ctu ra I ��r�sultar�t� Ir�c�rp�r�t�d Dewaterin Vault Job Title: S�I�rI� Jab No. �4-� 87 Gli�nt: S�larls Shee� of The below mat dewatering system requ�r�d a belaw grade �ault f�r wat�r c�ll�ction ar�d a pump system. The, dewatering vault is situated befow the b�ailding mat slab. To ensure tne mat �lab des�gn is nat compromised by the add�tian of the �ault belaw �t, the vault �s designed for a live I�ad of ���0 psf. This is the allowable b�aring ioad used in the r��at sla b desi� n. The I�ottam of the vau It is desig ned for �the same I ive laad and a�d itional dead load of the �ault itself. `�he vault ��de walls are design En accordance to informatian �rov�ded �y �TL-Thompson that accounts for the ���� psf surcharge over the vault. 34�� E. Bayaud, #3D�, Den�er, C� 842�9 3431399-5154 Y Jnh 7�t�� �-= ti.� ���� ; � Joti no. ���' � � � ��-. � ��.��'�� ��. 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Bayaud. #3U�, []enver, C� 8n2�9 3U3�399-5154 FAX 3�3�333-9547 Tit�e : Ds�nr: D�scription : Scope : ReW: ssao�❑ lJse�: K1N-�60�110, Ver 5.8.0, 15-Jun-2QQ7 ����r�te Rectan�ular & Tee Beam Design t�11983-20d7 EN�RCA�C Engineering 5oftware Descriptian Underground Vault Lid ��' dee�} Job # Date: 1:32PM, '€ 4 FEB a8 Page 1 underground vault.ecw:Calculatia�� �eneral Informatson Code Ref: ACI 318-a2, �997 UBC, �DD3 IBC, 2aa3 NFPA 50flo Span '1 �.�a ft fc 4,�00 psi Depth 24.00a �n Fy ��,��0 psi W idth 24.�00 in Concrete W t. 15�.0 pcf 5eismic Zone Q End Fixity Fixed-Fixed Beam VIJ eight Added I nternally L��e Laad acts with Short Term Reinforcing --. . - - -.-- _ _ Rebar �a Center of 6eam... Rebar a7 Left End of Beam... R�bar c[�r7 Righf End nf Beam... �aunt 5ize 'd' fram Tap Cvunt 5ize 'd' from Top Caunt Size 'd' fram Top #'1 4 10 21.�� in #� 4 � Q �1.�Q in #1 4 �14 2'i .Oq in #2 4 � a 3.�4 in #� 4 1� 3.�� in #2 4 �I a 3.Oa in Laad Fact� ri ng Nvte: Load factaring supports ���3 IBC and Z�03 NFPA 5�0� by �irtue of their references to ACI 31$-02 for cancrete design. Factaring af entered Ioads to ultimate loads within this program is a�cording to ACI 318-02 C.2 Unifarm L�ads ❑ead Load Li�� Load 5hort Term Star� End #1 24.5�� k Span = 12.DQft, W id�h= �4.��in Depth = 24.Q�in Maximum Moment : Mu -3�'� .2� k-ft Allawable Moment : Mn*phi 439.30 k-ft Maximum Shear : Vu 1 D7.23 k Allowable Shea� : Vn*phi 107.23 k Shear Stirrups... � Stirrup Area � Section 4.4�� in2 Region 0.�0� �.�a0 Max. Spacing 8.077 9.'112 Max Vu � �7.227 � � 1.2D3 Maximum Deflection Max Reactian a� Left Max Reactian �a Right 4.4n� 6.��� 8.D4� 1�.5�� 1�.5Da 14.5�� 50.fi02 49.3g7 49.397 D.ODD ft 1�.�a0 ft Beam Design �K -�.�554 in � 5�.�� k � 5�.fia k 1�.�D0 12.D�� ft 9.35� 8.�55 in 99.998 1 ��.fl22 k ��nd�n� � S�ear Farce Summary Bending... Mn�`Phi Mu, Eq. C-1 Mu, Eq. C-Z � Mu, Eq. C-3 @ Genter 439.30 k-ft 15�.6� !c-ft 112.95 k-f� 135.54 k-ft a�7 Left End 439.34 k-ft -3� 1.20 k-ft -225.9� k-ft -271.�8 k-ft a� Right End �39.3D k-ft -3�'� .�� k-ft -225.9D k-ft -271.�8 �c-�t Shear... Vn*Phi Vu, Eq. C-'� Vu, Eq. C-� llu, Eq. C_� @ Left End 107.23 k 1�7.23 k 8�.42 k 96.5� k a�,7 Right End 'I �fi.�2 k 1�fi.02 k 79.52 k 95.4� k Deflection Deflections.,. U pward Downward ❑L +[Bm Wt] 4.4��� in af D.��n� ft -D.�554 in at �.DO�Oft DL + LL +[Bm W�] � �.��oo �� at �.0�00 ft -�.0554 in at fi.OD�� Tt DL + LL + ST +[Bm 1Nt] Q.��a� in at O.DOOa ft -�.0554 in at 6.D��� ft Reactions... �_L�ft � Rig�ht �,_ DL +[Bm VIIt�] '� Sa.fiD� k 15�.50� k DL + LL +[Bm VIlt] � 15�.6�0 k 15�.��4 k ❑L + LL + ST +�Bm Wt] 150.60� k '15D.60� k Title : Job # Dsgnr: Date: �:3�PM, '� 4 FEB 08 Descriptivn : Scope : �eW: �aoa�a Pa e � � USet': KW-0fi�211Q, Ver S.S.O 15-Jun-2��7 ��n�r�te Rectangular & Tee Beam �esign g �c1�983-2007 �N�RCA�C Eng�neering Software unqerground vault.ecw:Calcula�ions D�s�ription Underg�ound 11au�t Lid ��` deep� Section Ana�ysis E�aivate Moment Capacity... Center Left End Ri ht End X: Neutral Axis 3.595 in 3.�95 in 3.595 in a= beta * Xneutral 3.05� in 3.�56 in 3.D56 in Compression in Concrete 249.349 k 249.349 k 249.349 k Sum [Steel camp. fvrces� � 55.87� k 55.876 k 55.87fi k Tension in R�infar�ing -3�4.8D0 k -3�4.8�� k -3�4.8�4 k Find Max As �or Ductile Failure... X-6alanced '��.429 in 12.429 in '��.4286 in 7Cmax = xbal * 0.75 9.32'1 in 9.321 in 9.3�'I in a-max = heta * Xbal 1 �.554 in 10.5�4 in 'i �.5�4 in Campression in Concrete 64fi.534 k 546.534 k 64�.534 k Sum [Steel Camp Farces] �82.448 k 282.448 k �8�.448 k Total CampressiWe Farce 928.982 k 928.982 k 928.98� k AS Max = Tot Force 1 Fy '15.483 in2 '15.483 in2 15.483 �n2 Actual Tensivn As 5.�80 �K 5.�8� aK 5.08� �K - -- - -----� I�dd itin na! Def lecti� n��lCs Neutral Axis 6.254 in Mcr 91.�7 k-ft Igross 27,fi48.�0 in4 Ms:Max DL + LL 3�1.�0 k-ft Icracked 1�,275.57 in4 R1 ��Ms:DL+LL}1Mcr a.3Dz Elastic Modulus 3,6�5.� ksi Ms:Max DL+LL+ST 3�� .�� k-ft Fr = 7.5 * fc".5 474.342 psi R� =�Ms:DL+LL+ST}1Mcr D.302 Z:Cracking 229.87� klin l:eff... MstDL+LL} 'I'[,72$.'179 in4 Z:�racking �'! 75 : Na Goad! I:eff... Ms(DL+LL+ST} 'I 'l ,72$.'� 79 in4 Eff. Flange W idth 24.OD in AC1 Factors �p�r AC! 318-4�, applied internally t❑ entered loads} ACl �-1 & C-2 ❑L 'I.OD� ACl C-2 Group Factor �.750 Add"I "'I .4" Factvr �or Seismic �.4�� ACI C-1 & C-2 LL �.4�� ACi C-3 Dead Laad Factvr �.94� Add"I "D.9" Factar �or Seismic �.9�� ACI C-1 & C-2 ST 1.00o AC1 G-3 5hort Te�m Factor �.30� ....seismic = ST �` : 'i .1 DD Title : Solaris Dsgnr: PLL Description : Dewatering Vault 5cope : Rev: 5800�� fJSEr: kW-0fi02110, ver �.s.�, �15-Jun-2��7 ��n���te Rectang u I ar & Tee Beam C�esign R���{ �° ;_���� �NER�A�� E;;�� ���� �n� ��f�ware Description Underground Vaul� Lid Typical Section ��' d�ep} Job # �4-� 87 Date: � :43PM, � 4 FEB �8 Page 1 underqra�,�d ��ult.��:w:Calcu�atians �e nera I I nfo rmatio n Code Ref: AC I 318-4�, 1997 UBC, 2D�3 IBC, �Oa3 NFPA 50�0 Span ��.�� ft t'c 4,�0� psE ❑epth �4.D4� in Fy 50,Qa� psi W idth 24.�D� in Cvncrefe Wt. 'i 5�.0 pcf Seismic Zone 4 End Fixi�y Fixed-Fixed Beam W eight Added lntemaily Li�e Load acts wEth Short Term f�ei rtforci ng � � Rebar @ Center af Beam... Rebar @ Left End af B�am.., Rebar a�7r Right End af geam... Caunt Size 'd' from Tap Caunt Size `d' fram Top Gount Size 'd' frvm Tvp #1 4 10 21.D� in #� 4 1� �� .0� in #1 4 '1 � �1,�� in #2 4 1� 3.�� in #2 4 '1Q 3.�� in #2 4 '1n 3.�� in Laad Fact� ri ng iVote: Load factoring supports 2�n3 IBC and z��3 NFPA 54�� by �irtue of #heEr references to ACI 3'18-�2 for cancrete design. Fa�toring af �ntered Ioads ta ultimate loads within this program is according tv AGI 318-�2 �.2 U n if� rm Loads Dea� Load Li�e Load Sh�rt Term Start End #1 14.�a� k Span ='� �.��, W i�th- 24.��in Depth = 24.D�in Maximum Moment : IUIu -175.20 k-ft All�wable Moment : Mn*phi 439.3� k-ft Maximum Shear : Vu 6�.37 k Allowable Shear : Vn*pht 94.99 k Shear 5tirrups... 5��rrup Area a�7 5ectivn �.4�0 in� Regian �.00� 2.�Q� Max. 5pacing 1 �.50� 1 �.5DD Max Vu fi2.37'� 58.867 Maximum Deflection Max Reacfion a[�7 Left Max Reactian a� Right �.��D ft 12.��4 ft Beam Desig n ��{ -�.�27$ in 87.�4 k 87.fi0 k 4.0�� fi.�0� 8.D0� � O.p00 1�.ao� ft 10.5�� � 0.��0 1 D.5�� � �.54� 1�.5�4 in 29.434 28.733 28.733 58.16fi C 1.fi7� k Bend in� & Shear Farce Summarv � Bending... Mn*Ph� f�lu, Eq. C-1 Mu, Eq. G-2 Mu, Eq. G-3 @ Center 439.30 k-ft 87.64 k-ft 65.7'Q k-ft 78.84 k-ft [,7a Left E nd 439.34 k-ft -175.2� k-f# -� 3'i .4Q k-ft -'157.68 k-ft a�,7 Right End 439.3� k-ft -175.�� k-ft -'131.4� k-ft -157.�8 k-ft Shear... Yn*Phi Vu, Eq, C-1 Vu, Eq. C-� Vu, Eq. C-� @ Left End 94.99 k 8�.37 k 46.78 k 5�.13 k a�7 REght End 94.99 k 81.�7 k 4�.�5 k 55.5p k Deflectiv n Def�ectians... U ward aownward ❑L +[Bm Wt] �.a000 tn at 4.o�oa ft -�.��78 in at 6.�DDQf� DL + LL +[gm 1J11 t] D.0�0� in at �.0000 ft -�.�278 in at �.�4�4 ft DL + LL + ST +�Bm W t] �.0000 in at �.�D�D ft -D.�278 in at fi.O��D ft ReaGfions... . _ � L�ft Ri h� 1]L + EBm VIJt]] 87.fi0fl k 87.6�D k DL + LL +[Bm Wt] 87.6�� k 87.�Q� k DL + LL + ST +[Bm Wt� 87.6�Q k 87.�4� k Titie : Solaris Dsgnr: PLL Descriptian : pewatering Vault Scape : Re�: 580�1� � User: KW-0fi021'iQ, Ver 5.8.�,'l5-Jun-2Q�7 ��ncrete Rectangular & Tee 8eam �es�gr� ���'1��3-2G�w? �".�p�#.� Et��in�A' i►,� S�f�^t��"� � , D�scrsp��an Ur�derg�aun� l�ault Lid Ty�ical S��ti�n t�' deep} Jab # D4�187 Date: � :43PM, 14 FEB �8 Page 2 under�round �aul�.ecr�v:��i�i���t�a�s Section Analysis � E�aluate Mnment Capacity... Center Left End Ri ht End X: Neutra! Axis 3.595 in 3.595 in 3.595 in a= heta * Xneutra� 3.�56 in 3.a5fi in 3.�56 in Campression �n Cancrete 249.349 k 249.349 k 249.349 lc Sum [Stee! comp. forces] � 55.876 k 55.878 k 55.876 k Tension in Reinforcing -3�4.SD� k -3�4.8Q� k -3D4.8�� k Find Max As far Ductile Failure... X-Balanc�d � � 12.429 in 12.4�9 in 1�.4286 in �max = xbaf '" D.75 9.32'I in 9.32'1 in 9.321 in a-max = beta �` Xha� 1�.5fi4 in 1�.564 in 1�.5F4 in Campresston tn Conc�ete 54fi.534 k �4G.534 k 648.534 k Sum [Steel Camp For�es] �82.448 k 282.448 k 282.�448 k 7ota� Compressi�e Farce 928.98� k 928.982 k 928.982 k AS Max = Tof Force I Fy � 5.483 in2 15.483 in2 '! 5.483 in2 Actual Tensivn As 5.�8� aK 5.�8� �K 5.p8Q �K Additional aeflection Calcs Neutral Axis fi.26D in Mc�' 91.�7 k-ft lgross . �7,648.00 in4 Ms:Max DL + LL 175.2� k�ft Icra�ked 11,275.57 in4 R1 = �Ms:aL+LL}1Mcr �.52p Elastic Modulus 3,6�5.� ksi Ms:Max DL+LL+ST 175.2� k-ft Fr = 7.5 * f c".5 474.342 psi R2 =�MS:DL+LL+ST}IMcr Q.52p Z:Cracking '133.7�9 klin I:eff... Ms�DL+LL} 'i 3,575.361 in4 I:eff... Ms{�L+LL+ST} 13,575.36'1 En4 Eif. Ftange W idth �4.�n �n ACf Factars �pe� ACl 3'� 8-Q�, applied inte�nally to entered loads} ACI C-'! & C-2 DL 1.00� ACI C-2 Group Factar D.750 Add"I "'� .4" Facfor �ur ��isrni� -� ,��p ACI C-� & C-2 LL �i .��Q ACI C-3 Dead Laad Factor �.9n� Add"I "�.9" Facta�- for Seismic �.9�Q ACE C-'i &�-2 ST '1.nQ� ACI C-3 Short Term Factor '� .3n� ....seismic = 5T * : 1.1 �� 1 .l�i� T�t�� � � �l � ,1ob �ro r �- �' � � � � r � r s�rRU��ru�e� . C�i�l SU LTANTS IN��RP�RAfE� =� �► . �-�> Cl�ent :�L'��E�� , � gy ��`'�'� . Date ������� � 5hee# vf — .�... _._..._:_—__. __.._�_�.� _ ...._ �,�-� � � �. � � w�: �� ��c s � ��� � .I�. . - .. �. �- - - �r-`-'-- -- r.r�.�r� - -r � � � ., .:r.i- � � � r..�i - - - - - - ��..��r ti C..� � � �5 � �1 �l.% �� ...�,,....�..._�._..._,_.._ _, � �t � r �� � 1��� � ' � � . 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Bayaud� #3UU� Denver� C� 802D9 3Q3�399-5� 54 FAX 3�3�333-95D7 Title : Solaris Dsgnr: PLL Descr�piian : Dewatering Vau�t Scope ; Re�: 5800� � User: KW-06021�10, ver �.$.�, 15-�un-2007 ��n�r�te Rectangular & Tee B�am aesign �C1��83-2��7 EN�Rr.�►�� Engin��ring $Qftware Description Underground Vaul� Wal� �Fixed} Job # �4-� 87 Date: �:47PM, '� 4 FEB a8 Page 'I undergr�u�� va��t.e�w;Ca��u��+��ons Ge��ral Inf�r�n�ti�n Cade Ref: ACI 3'18-�2, '1997 UBC, 2UO3 �BG, 20�3 NFPA 5U0� Span 10.00 ft fc 4,a�D psi Depth 24.�QQ in Fy 6a,D�D psi W id#h 12.�4� in Concrete W t. '� 45.� pcf Se�smic Zane D End Fixity Pinned-Pinned Beam W eight Not Added Li�e Load acts with Shvrt Term - -- -- --- - - - -- - - - � . Reinfnrc�na Rebar a�7r Center af Beam... Rehar a�,7 Left End of B�am... Rebar a[�7 Right End of Beam... Count Size 'd' from Tap Count Size 'd' fram Tap Count Size 'd' frarn Top #1 1 8 24.50in #� 'I 8 �D.S� in #'1 '! 8 2�.5� in #2 1 8 3.50 in #� 1 8 3.5� in #� 1 8 3.5� in Load Facta r� ng Note: ��ad factoring supports ���� 16� and ���� IVFPA 5q�D by virtue of their refer�nces to �C1 3`��-�� far concrete design. Factaring af entered Ioads to ultimate Ioads within this program is accardEng to ACI 318-�2 C.Z U n ifa rm Lvads Dead Load Live Load Short Term Start End #`l k 2.53D k k �.04q ft 10.�DQ ft Trapezoidal Loads #'i DL [�7a Left klft LL a�,7 Left Q.�4� klft 5T a�,i7 Left klft Start D.�O� f# DL �7a Right klft LL a�,7 Right 1.44� klft ST � R�ght kl�t End 'i �.DDD ft Summary - ----- -- -- Beam D�s ig n� K1 Span = �Q.D�ff, Width= 1�.D�in �epth = 24.��in Maximum Moment : Mu fi7.4fi k-ft Allowable Moment : Mn*phi 75.75 k-ft Maximum Shear : Vu 17.92 k Allowable Shear : Vn*phi 46.85 k Maximum Def lection Max Reaction [�7a Left Max Reactian a(�7 Right -�.D152 in 15.85 k 1 ?.85 k Shear Stirrups.., 5tirrup Area a[�7 Se�tion D.�00 in2 Regian n.��� 'I .6�7 3.333 5.��D 5.667 8.333 1�.�QQ ft Max. S�acing 1�.25� 1�.25� Not Req'd Not Req'd Not Req'd 1�.250 1�.25q in Max Vu 'i 7.643 17.643 9.588 8.3D� 8.3�1 17.919 17.919 k Bendin� & 5h�ar Farce Summary Bendi ng... M n*Ph i M u, Eq. C-'� M u, Eq. C-� M u, Eq, C-3 �7a Center 75.75 k-ft fi7.46 k-ft 50.59 k-ft 0.0� k-ft a[�7 Left End 75.75 k-ft �.DD k-ft �.D� k-ft �.�D k-ft a[�7 Righ# End 75.75 k-ft -�.DD k-f� -�.�� k-ft �.0� k-ft Shear... Vn*Phi Vu, Eq. C-� Vu, Eq. C-� Vu, Eq. C� �,7a Left End 46.85 k 17.64 k � 3.23 k Q.�Q k a[�7 Right End . 4fi.85 k 17.92 k '13.44 k D.�� k Deflection Deflections.,. . lJpward Downward DL +�Bm W t� �.�a00 in at 1�.�D44 ft �.0000 �n at � O.�afl� ft ❑L + LL +[Bm W t] �.0000 in at �.0000 ft -0.0� 5� in at 5.�40�ft D L+ LL + ST +[B m W t] n.D��� in a� �.D��� ft -D.�152 �n at 5.04�p ft Reactions... � � (a� Le�t Ri ht DL +[Bm Wt]] - D.000 k a.��� k ❑L + LL +[B m W t] 15.85� k 17.85a k DL + LL + 5T +[Bm Wt] � 5.8�� k 17.85D k Title : Solaris Dsgnr: PLL Descript�on : ❑ewater#ng Vault Scope : R�V: 5$OQ1 D �5e�: ��-a6o����, Ver 5.8.0, 15-Jun-2�07 ��n�ret� Rectangular & Tee Beam Design �r�� a�x_�nm �ni�ore i r�r,n Inaprinn Cnft►��r� � 1�r �;d+.rti.1 i+„Ft,+t LlYf� �l�+V�.. �• �'�11+5r�1 .� r� �4r■ L Descriptian Underground Vault Wall �Fixed} Job # D4-� 87 Date: �:47PM, '� 4 FEB �8 . Page 2 �irfrlqr�rV�nN Yratia�4.A�Yi�����L�����OF�?� Section Analysis E�aluate Moment Capacity... Center �-�� E�d Riqht End X: Neutral Axis � 2.345 in �.345 in �.345 in a= beta * xneutral '� .993 in 1.993 in 1.993 in Compression in Can�rete 8� .325 k 8'I .325 k 81.3�5 k Sum [Steel �amp. forces] D.04� k D.��O k �.��0 k T�nsian in Reinforcing -81.252 k -81.252 k �81.25� k Find Max As for Ductile Failure... X-Balan�ed � 2.'i 33 in 12.133 in 1�.'� 3�7 in }Cmax = Xloal "` 0.75 9.�99 in 9.099 in 9.�99 in a-max = beta * Xba! 'I 0.313 in 'I �.3'I 3 in '� �.313 in Campression in Cvncrete 315.57� k 315.57� k 315.57Q k 5um [Steel Comp Forces] 39.6fl8 k 39.608 k 39.��8 k Total Compressi�e Force 355.'178 k 355.178 k 355.'178 k AS Max = Tat Force 1 Fy 5.92� in� 5.9�0 in� 5.9�� in2 Actual Tension As 1.5$D �K fl.00a oK 1.58D �K Additional Defl��tion �alcs Neutral Axis 4.�95 in Mcr 45.54 k-ft Igross 13,824.Q� in4 Ms:Max DL + LL 42. � 6 k-ft Ic�acked 1,987.23 in4 R1 =(Ms:DL+LL}lMcr 1.�8� Elastic Modulus 3,fi�5.D ksi Ms:Max DL+LL+ST 42.� 2 k-ft Fr = 7.5 * f G".5 474.342 psi R2 =�Ms:�L+LL+ST}IMcr �.081 Z:Cracking �59.545 �n l:eff... Ms��L+LL} '� 3,8�4.�4� in4 Z:cracking � 175 : No Good! I:eff... Ms�DL+LL+ST} 'i 3,824.��� in4 Eff. Flange V1� idth � 2.00 in ACI Factars ip�r ACI 318-��, applied interna�iy to entered loads} AC! �-1 & C-� ❑L '� .�DD ACI C-� Group Factor 4.75D Add"! "1.4" Factor �ar Seismic �.4�p AGl C-� & C-2 LL �.fi�D ACI C-3 Dead Load Factar 0.90� Add"I "4.9" Factor for Seismic �.9�� ACI C-� &�-2 ST 1.60� ACI G-3 5hort Term Factor 1.3�� ....seismi� = ST * : 1.1 n0 Title : Solaris Dsgnr: PLL Description : Dewafe�'ing Vau�t Scope : R�V: 58��10 - user: �cw-oso���o, ver 5.8.0, ��-�un-zoo� ����ret� Rectangular & Tee Beam ❑E:SI�n [�)1983-2007 ENE�CAL� En��r�eerin9 Sof�ware Description Undergraund Vault V1lall �Pinned} Jab # �4-� 87 Da�e; �:�7PM, � 4 FEB 08 Page 1 under�r�un� v�.ul�.�cw:�alcul�ti��� General Information Gode Ref: Aci 3�$-oZ, ��9� us�, �003 ts�, 2Q�3 NFPA 5a�0 Span 1�.�D ft fc 4,��� psi D�pth 24.��� in Fy 6�,�4q psi W idth 12.��D in Cvncrete Wt. 'I 45.Q pcf 5eismic Zone 4 End Fixity Pinned-Pinned Beam W eight Not Added Live Load a�ts with Short Term �■ w ` --- - -- �-^�-- --- - • - - - - � Reinfor���a Rebar a� Center o� Beam... Rebar a� Left End of Beam... Rebar � Right End of geam... Count S�ze 'd' from Tap Count Size 'd' fram Top Caunt 5ize 'd' from Tap #1 1 S 2�.50 in #1 � 8 20.5Q in #'I '� 8 ��.SQ in #2 1 8 3.54 in #� 1 $ 3.5� in #2 1 8 3.5a in Load Facta r� ng � � �- --- Note: Load �actaring supports 2��3 IB� and ��D3 N�F'�► 5��� by �irtue af their references to �GI 3'! �-�� far concrete des�gn. Factoring o� entered Ioads to ultimate Ioads with�n this pragram is a�carding to AG� 31 S-�2 C.2 Unifarm L�ads Dead Load Li�e Lvad Short Term 5tart End #1 k �.53� k k �.��4 ft ��.�D� ft Trapeza�dal Lnads #1 DL � Left klf� LL �,7a Left �.24� klit S�" a� Left klft 5fart �.�QQ ft DL a�,7 Right klft LL �7a Right 1.44n klft 5T �,7a Righ# klft End '� �.OQn ft S Uj?']�'i'� �t"]I �pan ='� �.��ft, W idth= 1�.�Din Depth = 24.QDin Maximum Moment : Mu fi7.4� k-ft Ai�owable Mament : Mn*phi 75.75 k-ft Max+mum Shear : Vu 17.92 k Allawable 5hear : Vn*phi 46.85 k Maximum Deflection Max React�vn @ Left Max Reacti�n c�r7 Right Beam Desig n �K -�.�152 in � 5.85 k 17.85 k Shear Stirrups... Stirrup Area @ Section �.��� �n� Region D.��� 1.fi57 3.333 5.�a� fi.fifi7 8.333 10.nOfl �t Max. Spac+ng 1 a.250 � D.25� Not Req'd fVvt Req'd Not Req'd 1�.�5� � Q.250 in Max Vu 'i 7.�43 17.643 9.588 8.3�1 8.301 17.919 � 7.9'I9 k B�nding & Shear For�e Summary Bending... M n*Phi M u, Eq. C-'1 M u, Eq. C-Z Mu, Eq. C-3 a�7 Center 75.75 k-ft 67.4fi k-ft 5�.59 k-ft Q.QO k-ft a�7 Left End 75.75 k-ft �.�� k-ft �.�� k-ft �.00 k-ft @ Right End 75.75 k-�t -0.0� k-ft -4.�D k-ft �.Qfl k-ft Shear... � Vn*Ph� Vu, Eq. G-� Vu, Eq. C-� Vu, Eq. C-� � Left End , 4fi.85 k 17.�4 k 13.�3 k �.pQ k @ Right End 4fi.H5 k � 7.92 k � 3.44 k p.pQ k Deflectlon Deflections... U pward Downward DL +[Bm Wf] �.�a00 in at 14.�4Da ft 0.�0�� in at 10.�Dn�ft DL + LL +[Bm Wt] �.0000 �n at �.0000 ft -0.�'�5� in at 5.�44�ft DL + LL + ST +�Sm Wt] �.00DD in at �.0000 ft -o.D15� in at 5.440Dft Reactions... �� Left � Riqht D L+ EBm W t]] �.0�0 k �.aa0 k DL + LL +[Bm Wt� 15.8�0 k 17.85� k ❑L + LL + ST +�Sm VIJt] 15.85� k � 7.85� k Title : Solaris Job # 04-�187 Dsgnr: PLL Date: �:47PM, 14 FEB 08 Description : pewater�ng Vault Scope ; Re�: 5800� 0 --- - - -- ----- lJser: KW-0602�f1�, ver �.g.o, �s-�un-2aa� ����r�te F�e�tangular & Tee Bearr� Design Page � [c11983-2�07 EN�RCA�C Enqineerina 5aftware �i��c��rground v��l�,e�w:calcY!��!�n� �d.,.. - - Descript�on Underground Vault Wal1 �Pinned} Sect�on Analysis E�a�uate Moment Capacity... Center Left End R� ht End x: Neutral Axis . 2.345 in 2.345 in 2.345 in a� beta * Xneutral 1.993 in '� .993 in '� .993 in Compress+on in Cancrete 81.3�5 k 8'� .325 k 81.325 k Sum [Steel comp. forces] D.D�� k O.�DO k O.�D� k Tensian in Re�nforcing -8'� .252 k -8'1.25� k �81.2�� k Find Max As for Ductile Failure... x-Balanced 1�.133 in '12.133 in '�2.'�327 in Xmax =�bal *�.75 9.�99 in 9.�99 Fn 9.099 in a-max = beta '� Xbai 1 a.3� 3 in 1�.313 in 10.313 in Compressian in Cnncrete 3'15.570 k 315.57� k 315.57� k Sum [Steel Comp Forces] 39.G08 k 39.5�8 k 39.6�8 k Tatal �ampressi�e Force 355.'� 78 k 355.17$ k 355.178 k AS Max = Tot Far�e 1 Fy 5.920 in� 5.9�� in2 5.92a in2 Actual Tension As 1.580 OK D.�DO �K �.58� qK Additional Defiection Calcs Neutral Axis 4.�95 tn Mcr 45.54 k-ft Igrvss 13,8�4.00 tn4 Ms:Max DL + LL 42.1� k-f� Ec�acked 1,987.23 in4 R1 =�Ms:C�L+LL}IMcr 1.�80 Elastic MaduEus 3,��5.D ksi Ms:Max DL+LL+ST 4�.12 k-ft Fr = 7.5 '� fc".5 474.342 psi R2 =(Ms:DL+LL+ST}IMcr 1.D$� Z:Cracking 259.545 klin I:eff... Ms(DL+LL} '13,824.�00 in4 Z:cracking �'� 75 : No Good! I:eff... Ms�aL+LL+ST} 13,$24.�00 in4 Eff. Flange Vllidth 'I2.�� in AC I Fact� rs � per AC! 3'� 8-02, applied internally tv entered ivads} ACI C-1 & C-2 DL 'I .fi00 A�I C-� Group Factvr D.75Q Add"I "1.4" Facto�- for Seismic 1.4�� ACI C-'1 &�-� LL 1.fi00 ACI C-3 Dead Laad Factor D.9�� Add"I "�.9" Fac�or for Seismic �.9�Q A�I C-� & C-2 ST 1.60Q ACI C-3 Shart Term Factor �.3�� ....seismic � ST * : '� .1 �� I • I" ^ �e�� Titl�' �.� ��i ; S �1�� r� Q.1j�_ J � ��- S f RU ��f U RA L �__.. . _ . _ ,_�_ - - --- - — - — — - - , , „ _ . .�.� � ��NSU LTANTS �NC�RP�RAfED C�ient ��� ��-��.� B.��i`� oate �������� Sheet of . ��� -- - -- - - -- �.�.,, � , � � . . �� � � ����� ���� �-a�.��� _ . � �. ..� . . _. � ._.. �._P._„_ _ __..__..____ �..� 1� ` . � � . . � ��rY�„� . . . � . �a,.rr � . � � . � ' • ' ��.� . . . �r • � � . . . .. ��r~�� � . � . J��1� F� S ►7' . � ���- �� � . �� � � . . -���� � �� ��� � � f� � ���-��- � ,� � t �o � �' � _ . .�. .�c� � � � �- � � . � . -� . �� � � �- . � �� � � 1.� !� 5��0�� �� � � �.�i�-�.� . � - r� �= v�.� �" : � " . �. � � �-� � � l �' � � 1� � ' .�, � , � � � � .._s.._...,._ � � � ��� �� 4 �� . -��., s u,�_ ....� - . � . `� � `� � � �-��, � � .���� e �. �e�.. . . � c� �` ��� -1.,�� � ��� �,� �:�f -� .1 � �� • . � �P I� J f P' i'Lt7 �J� vr � cl I`c7�"L ��QO =1 C.� r� S{� Cf-�6�� �, � �" � r V �. � � N .� � � � ' �. �, � ' L� 9 �`�7 � � �s� �`''� � �� � l � ��IL���� .� � � � � � � � {! . � . � � � � ���,'. /J.- � �.�''�e4rt -�..� . � �C� � r.�, � . � 34U4 E. Bayaud� #3�4� Denver� C� 802U9 3U3I399-5� 54 FAX 3U3�333-954� Tiile : Solaris Dsgnr: PLL Descriptior� : ❑ewafering Vault 5cape : Re�: �$°°�° �oncrete Rectangular & Tee �eam [�esign Use�: ICw�5�2�10, Ver 5.8.�, �S Jun-2D�7 ���14$3-���� �NER�AL� Eng�ltl�ei'�n� �O�t1N�.re Description Undergraund Vaulf Floor Job # �4--'f 87 Date: 2:45PM, � 4 FEB �8 Page 1 �n�er�ra�nd v�ult,��w:C�3��lat��r�� �eneral Information Code Ref: ACI 3�8-02, �997 uBC, 2��3 IBC, 2a�3 NFPA 5000 Span 12.OD ft fc 4,�OQ psi Depth �4.Q�� in Fy 6a,��� psi W idth 12.��4 in Goncrete W t. 145.� pcf Seismic Zone � End Fixity Fixed-F�xed Beam Vlleight Not Added Li�e Laad acts with Short Te�m _� [RPinfnrcina � - Rebar a� Center of Beam,.. Rebar a�7 Left End af Beam... Rebar r�,x7 Right End of Beam... �ount Si�e 'd' fram Top Caunt Size 'd' from Top Count Size 'd' from Top #1 2 'i� 20.5�in #1 2 'i� ��.5� in #1 � '!� ��.5� in #2 2 1 D 3.5� in #2 � 1 � 3.5� in #Z 2 1� 3.5� in L�ad Factoring Note: Load factoring suppvrts ���� I�� and 20�� NF�A SD�� by vir#ue af their references to A�I 3'I $-0� �ar concrete design. Factaring af entered loads t❑ ultimate loads within this p�agram is according to AG� 318-�2 C.2 Uniform Loads Dead Load Li�e Laad Short Term Start End #1 k 7.9�� k k fl.��D ft 12.Oq� ft Summary � Bearn Design C]� Span = 12.00ft, W idth= 12.��in Depth = 24.��in Maximum M�ment : Mu -95.�4 k-ft Maximum Deflecti�n -�.n33� in Aflowable Moment : Mn*phi �'{ �.93 k-ft Maximum Shear : Vu 34.2'� k Max Reaction a�,7 Lefk 47.�2 k Allowable Shear : Vn'`phi 4fi.85 k Max Reaction a[�7 Right 47.52 k Shear Stirrups... Stirrup Area @ 5ection �.2�� in2 Region 4.000 2.��� 4.��D 5.00� 8.�n0 1D.Q�Q 12.��Q ft Max. Spacing 1�.25� 1 a.25� 1�.�5� 10.25� 'I �.250 � 0.250 1�.25a in Ma�x Vu 34.2� 4 31.933 15.987 � 5.587 `15.587 31.553 33.834 k Bendin� & Shear Force Summary Bend ing... M n'�Ph� M u, Eq. C-'1 M u, Eq. C-2 M u, Eq. C-3 � Center 2'12.93 k-ft 47.52 k-ft 35.fi4 k-ft �.�a k-ft a�7 Left End �12.93 k-ft -95.04 k-ft -71.�8 k-ft �.�4 k-ft a� Righ# End 212.93 k-ft -95.04 k-ft -71.28 k-ft �.�� k-f� Shear... Vn*Phi � Vu, Eq. G-1 Vu, Eq. C�� Vu, Eq. C-� a�7 Left End 4fi.85 k 34.2� k �5.6fi k D.�� k a� Righ# End 4�.85 k 33.83 k 25.38 k D.Q� k Deflect�� n Deflecttans... Upward Downward DL +[Bm Wt] . �.���� in at 12.Q440 ft 4.Q��� in at 12.���Dft DL + LL +[B m W tJ �.���� in at D.O�QD ft -O.fl33� �n at G.�O�� ft D L+ LL + ST + j6m W t] D.��fl� in at 0.���� ft -�.033a in at fi.��0� ft Reactians... Left _ . � Ri _ hcLt_ DL +[Bm W t]] D.��D k D.0�0 k D L+ LL +[Bm W t] 47.5�� k 47.520 k DL + LL + ST +[Bm V1Jf] 47.52� k 47.5�� k Title : Solaris Dsgnr: PLL Description : pewate�ing Vault Scope : Rev: �aoa� o --� -- - user: Kw-06az��o, ver 5.8.0, �5�un-zoo� �Qn�rete Rectangular & Tee Beam Desigr� fC1�983-Z��7 ENERCALC fngineer�ng 5ofttiva�e De�cription Underground Vault Flovr Job # Q4-'I87 Date: 2:45PM, '14 FEB �8 Page 2 �n�2rground �ault.ecw:Calculations ��ction Analysis E�aluate ll�oment Capactty... Center Left End Ri ht End X: Neutral Axis 3.935 in 3.935 in 3.935 Rn a= beta * Xneutrai 3.345 in 3.345 in 3.345 in Campression in Concrete '136.46� k '136.466 k 13�.46fi k Sum [Steel comp, farces] 15.793 k 15.793 k 15.793 k Tension in Reinforcing -152.4D0 k -� 52.4�� k -152.44Q k Find IIAax As far Ductile Fai�ure... X-Balanced � 12.'133 in 1�.133 in 1�.1327 in Xmax = Xbal * 0.75 9.�99 in 9.�99 in 9.p9g �n a-max = beta * Xbal 'l �.3'l 3 in 1�.3'i 3 in 'R 4.3'� 3 sn Campression in Concret� 315.57� k 3'15.57� k 315.57� k Sum [5teel Comp Farces] � 27.347 k 127.347 k � 27.347 k Tatal Compressi�e Force 442.917 k 442.9'� 7 k 44�.9'17 k AS Max � Tot Force 1 Fy 7.38� in2 7.382 in� 7.382 in� Actua� Tension As 2.54Q �K �.54� QK 2.54D �K Additional Deflection �alcs Neutral Axis �.26D in M�r 45.54 k-ft Igross 13,8�4.DD in4 Ms:Max DL + LL 95.n4 k-ft Icracked 5,280.21 in4 R1 � �Ms:DL+LL}IMcr �.479 E�astic Madulus 3,fiD5.� ksi Ms:Max DL+LL+ST 95.�4 k-ft Fr = 7.5 �` fc".5 474.342 psi RZ =(Ms:DL+LL+ST}IMcr 4.479 Z:Cracking '! 66.411 klin I:�ff... Ms�DL+LL} 6,�'19.975 in4 Z:�racking �'I 45 : fnterior �nfy ! E:eff... Ms�DL+LL+ST} 5,2� 9.975 in4 Ef#. Flange W idth 12.04 in ACI Factars �per A�I 31$-n�, applied intemally ta entered Ioads} ACl �-'� & C-2 DL 1.�0� ACI C-Z Group Factar �.75� Add"! "'i .4" Factor for Seismic 1.4�� ACI C-'! & C-2 LL 1.�QD ACI C-3 Dead Load Factar Q.9�� Add"I "Q.9" Factor for Seismic 0.9D0 ACI C-1 & C-� ST 1.D�� ACI C-3 Shart Term Factor 1.3�� ....se�smic w ST �' : 'i .��� , ���� Titie �Q�G� rA � ��k� n�_ ��-,/�,� S f R�LJCTLJ RAL s ��NSULTANT'S � NC�RP��1 f E� � Client �.�� �, � g ���.,. Date �- / c� Sheet of . , . - - - ...� - — � Y� �-�''t �r-`�.+� � � ��r_� � � .1�i�'17 ��' f � c,� . � . f�' � ��'"�'�'� � ���� .� o . � ��.. �.�., . ���,. -._ � �� ► � ~ � � i �G� � t � ��.�'.�P �- `� � � �.�tr � -� � ���1, ��� . � ��� •�� � . � � � � � � '�W t� r � � .� ,� �f r �► f.� L� ti�d � � � � � � ! C� � X • � � � ! � ►�y � �� �� � � � � ;� : � � � �, � �� �. � ! �,� � , .� � v . �._ � � � .�� � � . , ��� �- � � � �� ,,� � � j� �� , i� �.. .'� I , j � ; � � � �- � , � � � �� �. � � �. ,�. � �, �� � � �� �� � � ,�,, � � , � ��� rr •.,� ��; �'! �, ��, ��''�.� � �� � , � � � 344U E. Bayaud. #344. Den�er, C� 8fl�U9 303/399-5� 54 FAX 3�3J333-95U� ' Job Title ��i,lr�.� �' t �jn� nn, � _ �� �� STRUCTURAL ��NSU LTiBINTS NN��RP�RATED • Client ��. � s By �- Date C�� °,��� � 5heet of �� � � � �� �� �� � � �r . � �. . � . � � �� � �� � � � ' � ��T �i� ` f�f � M �:�� ��-� E � .�7 �. f � +� j.� + � r ..]� �C.. �j 1 " � I � �` �- Y �� � V� i+� � � � �� � �� 1! . � ia�",� �� � � � � � f � .. . . y ����r .� . � . � . � . �� �' . . �v s �a� ��' � � ��� � � - �� �- s s • � � � � 3 � � �`� � . �� � � � � � '` � � � � � �` � � �.� ; ,� � , . � � � �� � �` �� } � � �� � - .��'� �� G , � � �, - . ��� � I �. �... � �'C� �� �� 1 � ' �_ ��: r -�r� ��� ��-- �� � � � �� ���� ��.�` ���, r���.� . � � �� �1�� ��� ��� � ����� . � � � 34DU E. Bayaud� #34�, Den�er� C� 802Q9 343f 399-5� 54 FA� 3n3�333-95�7 Title : Solarfs Dsgnr: PLL Description : Dewatering Vau1t S�ope : Rev: 58DQ1 ❑ . User: KW-060211�, ver �.8.0, ��-�un-�oo� ��ncrete F�ectangular & Tee Beam Des�gn [C��983-2�07 EN�RCALC �ng[neering Software Descrfption Underground Vaul� Access Hatch and Manhole Job # 04-187 Date: 1 � :27AM, 19 FEB �$ Page � underground vault.ecw:Calcula��ons G�neral �nf�rmat[on Code Ref: ACI 3�8-U2, �997 UBC, �003 IB�, Z��3 NFPA 5��0 Span 3.�� ft t'c 4,�0� psi Depth . 6.aoo �n Fy fi�,4D� psi W idth '� �.��D in Concrete W t. '145.D pcf Seismic Zone D End Fix+ty Pinned-Pinned Beam Vlleight Not Added Li�e Load acts vuith Short Term Reinfarcing Rebar a�7 Center af Beam... Rebar � Left End af Beam... Rebar a[�7 Right End �of Beam... Count Size 'd' �rom Top Count Size 'd' frvm Top Caunf 5ize 'd' �rom Top #1 'I 5 3.25in #1 in #1 in Laad Facto ri ng Note: Laad factvring supports 2003 IBC and �0�3 NFPA 54�� by virtue vf thei� refefences ta AGI �'18-�� far concrete design. Factoring af entered Ioads to ulfimate Ioads within thls program is accarding ta A�I 31 S-D2 C.2 U n ifa rm Loads Dead Laad Live Laad Short Term 5tart End #1 k 4.'1 �� k k �.�OD ft 3.00o ft Summary Span = 3.�Dft, W id�h= '� 2.��in Depth = fi.QDin Maximum Moment : Mu 0.'� $ k-ft AIlowable Mament : Mn*phi 4.21 k-�t Maximum Shear : Vu �.2Q k Allvwable Shear : Vn*phi 4.19 k Maximum Deflectian Max Reactian �,7a Left Max Reaction c�r Right Beam De�ign �K -o.000� �� �.�5 k 0.�5 k 5hear Stirrups... � Stirrup Area a[�7 Section �.2�� in2 � Regian �.��� D.5�0 1.�4� '1.5D� 2.0�� 2.54� 3.�00 ft Max. Spacing Nat Req'd Not Req'd Not Req'd Not Req'd Not Req'd Nat Req'd Not Req'd in M�x Vu 0.'i 98 �.1 �1 �.�81 �.�79 0.4?'9 D.159 �. � 96 k Bending & Shear Farce Summary gending... M n'�Phi M u, Eq. �-1 M u, Eq, C-2 M u, Eq. C-3 � Center 4.2'1 k-ft �. � 8 k-ft �.13 k-�t 0.�� k-ft @ Left End D.�O k-ft �.�� k-ft �.�� k-ft �.�0 k-ft � Ri�ht End O.�D k-ft �.�� k-ft 0.0� k-ft q.�0 k-ft Shear... Vn*Phi Vu, Eq. C-1 Wu� Eq• �-� Vu, Eq. C-� c�r7 Left End 4.'19 k � D.24 k �.15 k Q.Q� k c� Right End 4.'19 k �.2� k 0.15 k Q.pp k D�flectian � �ef���ti�rt�... vpw�rd D�wnward DL +[Bm W t� �.00ao ;� at 3.��0� f� �.��Q� in at 3.�00� ft. DL + LL + EBm 1Ntj 0.���0 in at 3.�4�4 ft -O.��Q2 in at 1.500aft D L+ L L+ ST +[B m W t] D.���Q in af 3.���� ft -� .D�D� i n art �.5��� ft Reactions... � Left � Riqht D L+�6m V11 t]] �.OD� k �.��4 k ❑L + LL +�Bm Wt] �.15� k �.150 k DL+LL+ST+[BmWt] �.'�5� k D.�5� k Title : Solaris ❑sgnr: PLL Description : Dewate�ing Vault Scope : Re►►: 58��'i 0 �5er: KW-06021Z�, ��� �.�.� �5-.1un-20D7 ����r�te Rectangular & Tee Beam Desi�n [C1�983-2Q�7 ENERCALC Eng�neering Software Descri�t�an Unde�ground Vaul� Acc�ss Hatch and Manhale Job # �4-'� 87 Date: '11:27AM, 19 FEB 0$ Page 2 underground vault.ecw:�aleulatfan� 5ection Analysis � . E�aluate Moment Capaci#y... Center Left End R� ht End X: Neutral Ax�s � 0.535 in Q.000 �n D.a�4 in a= beta ��neutral 0.455 in �.�D� in �.��� in Compression in Concrete 'i 8.554 k �.�Q� k �.q�� k S.um jSteel comp. forces] a.044 k 0.��� k 0.4�� k Tension in Reinforcing -'i8.�4D k �.��0 k �.�0� I� Find Max As for Ductile Failure... ?C-Balanced 1.9�3 in O.D�� �n D.��Q� in Xmax = Xba� *�.75 1,443 in O.000 �n a.n�� in a-max = beta *?�ba! 1.635 in O.��a in �.000 �� �ompression in Concrefe 5D.Q29 k �.�D� k Q.pQO k Sum [S�eel Comp Forces] Q.n�� k �.Q00 k �.��Q k Tota! Gompressive Force 5n.��9 k �.0�0 k �.Qan k AS Max = Tat Force 1 Fy a.834 in2 �.a00 in� D.��� in2 Actual Tension As 4.310 �K �.�0� DK O.o�o oK Additional Deflection �alcs Neutral Axis 0.975 in Mcr �.85 k-ft � Igr�ss �'i fi.00 in4 Ms:Max DL + LL D.'1 � k-ft Icracked � fi.5� in4 R1 = �Ms:DL+LL}IMcr �5.298 Elastic Modulus 3,505.� ksi Ms:Max DL+LL+ST 4.1 � k-ft Fr = 7.5 * fc".5 474.342 psi R� =�Ms:DL+LL+ST}IMc� 25.298 Z:Cracking � D.S38 kl�in I:eff... Ms(DL+LL} 216.O�a in4 I:eff... Ms{DL+LL+ST} �� 5.0�4 in4 Eff. F�ange W idth � 2.�� in q�� F����� �per ACl 3�8-0�, applied interna�ly to enter�d loads} ACI C-'I &�-2 DL '1.2�4 ACI C�2 Graup Factor Q.75Q Add"I "1.4" Factor for Seismic i,��0 AC� C-� & C-2 LL 1.fi4� AC� �-3 Dead Load Factar �.9�� Add"I "4.9" Factor �ar Seismic a.9D0 AGI G-� & C-� ST �.5�� ACI C-3 �hvrt Term Factar �.3n4 ....setsmic = ST * : 1.� 0� Page 1 of � J4�d Barker .:M,�...,.,......,..,,..,.. ...................�.......,�..r..y«.}..,,.�..,.,;,...�.....,...,..-�,.�........,...,.,,,,...,.....,..,.;..,,.,,.,,.......,.......,..,,.a..�-.,......,........w..•,,...,.»..�,.,.r,�, ...�>,..n�,�,-�.,,,.�,.:h,..,.......,....,.�.,.w..yr...�,.�.,....,�...nn�^�r-:r.r.�xw�r�� =my•,„r�......,. N....�.-.....,v y,•,,: �smrmr.,. ,..... N.�.,.„rM+,,,.,.�.u�.�..�.....n...,.........,,,..,..,.,.,......,�,,., , , ....,..�..�....�.... « — - n�r. ,... . . Mr.� Frvm: Mc�mber, Ronald [rmcam�er a��TLThampsan.com] Sent: Monday, January 2S, 2D�8 �:�9 PNi To: �I. R. Barker Cc: Dan Feen�y; Braun, �harles Subject: Sola�is Vault Attachments: S�faris Vault �� }.pdf; Solar�s Vault ��}.pdf J. R., I have attached finro ske�ches which shaw our recomm�ndat�ans for design af the �ault walls. In summary, we recommend adding 194� psf un�form pressure to the soil pr�ssure �5� pcf eq. fluid pressure �f fuliy dewatered, 90 pcf if not dewatered} to acc�unt fa� the surcharg� due tv a mat pressu�e of ���� ps�. !f you ��4iev� that the full �fl0� psf pressure w�11 nat be applied in thi� area of the mat, �hen you may reduce fhe design pressure to �D.38 x applied mat pressure}. �. . R�nald M. Mc�mber, P.E. President & CE� CTL I Thonn �son, I nc. 1971 VIl. 12th A►►e. Den�er, Cfl 80204 �3�3} $25-0777 rrn.�a m �e��.c�IthQm.ps�n . com. vtrv�rw. �ti�. c�m Information contained herein is neither necessarily �ompl�t� nor accu�ate. Final stamped and signed documents go►►em. Use af �hese data �s sale�y at the user's �isk. By a�cess�ng the data �antained in these files the user agrees to indemnify, hold harmEess and defend CTL ] Thompson, Inc., CTL � Thompson Texas, LLC and CTL I Thompson Materials Engineers, Inc., their employees, officers and agents from any and a!I c�aims arising from the use af the data. 11291���8 . . , / .� , �� . , r ' . . • •'���'�'ti.�• 'n�?Sy.� �iF•�i'�4.�.�::�f:.•r..:'r..—.. '�.i �•,.. ,� M1 ... ''7'— .�l.:�'. . , , . . ; . � •• f . . ' ^ �, f " , .. . � . . • - . > ✓� c . . f �� ,.` ' , . • . � ti #� . � if ' • . , � ..., � 5 � ` � F ' • . . ;s � � . . . . ....... . _� ... ..........._,,...._... . . , .. . ;� . . } ;< . - x . .� , � � � £; � � � f . � , � . �,,.. , { Y, • . � � � `� � � # • `�: � �,., . ' .�� `� .., :.. .., � ... ...� , r..�.. .�'± ' . . . . �, � �� } �� ;. .. . ' z�' � �'.. . . . �,...,, :::�.,...�,,.. � � € .. ' .t ��• � . ' ', � . . t' : •' < r . . 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Bayaud, #3da, ❑enr�er, Ca 8D2U9 3U3/399-5�154 FAX 3U3j333-95D7 � .�Dk3 T1t�G' �� ���Ir! � C �I��� �1�.��' �� � STI�UCTURAL - � . ��" � � � ' ��NSLJLTANTS� I NC�]RP�RAiED f Ciient -�-� ��-� ;� � � �� Date ��� � ���7 � Sheet o� �.�.— - 3��►, � ��b►,� � � ��f 34aQ E. Bayaud, #3��, Denver, C� 8U209 3�3�399-5� 54 �AX 3U31333-954� �� �� � STR�JCT'LJ ��. �� N S�J LTANTS IN��RP�RATE� . r � v Job Tttle �� ��-�:.�� � Jab na�_ ���-I� � _ ,� � � Client ���• r� �� B �°`�— Date ��i 1���c��'} Shee� �f .� 34fl� E. 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FR�NTA�E R�AD VAI�, �� 81657 974-479--213$ Job Address: Loca�ian.....: Parce� No...: APPLICANT �WNER GQNTRACT�R DEF'�rtTMENT �F ��MMUNZTY I�E�IEL�P���,�r�rl' N�TE: TH�S PERMIT MUST BE P�STED �N J��SYTE AT ALL TIMES NE� ��MIVI B�.TILDIN�- PERM7T �2� l N FR�NTA�E RD VAIL 143 E MEAD��]V DRIVE 21���82����1 S�LARI S PROPERTY D�nTNER LLC ��11 N. F�RNTAGE R17. STE. A VAIL �� 81557 SOLARIS PR�PERTY �jnTNER LLC ��11 N FR�NTATGE RD STE A VAIL Ca 81657 V�E I T Z Cnl� PANY , IN� . � THE } 4 7 2 5 S. I�I�NA�� STREET , STE DENVER �� 8�237 License: 131-A Permit � Projec� �: 5�atus . . . : Appl ied . . : zssued . . : Expi�-es . . ; B�7���75 PRJ�S-�5�9 ZSSi�rEI] �81221���7 OZIZ�12��8 �61�412��$ 08�2��2007 Phone: 970--479-7565 08��2��407 Phone: 343-86a--66a0 1�� Descipt�on: SaLARIS DEVELaPMENT--PHASED APPR�ACH B%]rILDING PERMIT. �ccupanc�r � NIGHT �LUBS �A2 } NIGHT CLUBS �A2 } CHUR�HES � A3 } CHUR�HE S � A3 } MERCANTILE �M} MERCANT I LE � M } RES II�ENTIAL�MULTFAM � RESID�NTIAL�MULTFAM� RESIDENTIAL�MULTFAM� RESIDENTIAL�MULTFAM� S T�RAGE � L�W HAZ � S 2} ST�RAGE � L�inJ HAZ .� S 2} S T�RA�E � L�W HAZ � S 2} T�p e Z �NE 3 I A Z�NE 3 IIA Z�NE 3 IA ZQNE 3 IIA Z�NE 3 IA ZONE 3 IIA Z�NE 3 IIA Z�NE 3 IIA Z�NE 3 IIA ZONE 3 IIA Z�NE 3 IA Z�NE 3 IIA Z�NE 3 IIA Totals... Factor 242.6� 229.16 �89.36 ��1.�1 180.71 165.55 190.81 19�.81 190.81 190.81 136. 14 1�3.34 123.34 Sq F�et Valuation �.2, 234 $2, 968, 213 . �8 8, �Q3 $l, 879, 799 .48 15, 5�1 $4, 514, 3a5.36 10,546 $2,$65,453.56 2�,344 $4,037,784,24 �1,940 $3,53�,167,�0 3,395 $547,799.95 33,�38 $�,342,14�.78 51, 490 $9, 824, 846 . 9Q 153,455$�9,28�,748.55 109, 414$14, 895, 6�1 . 96 6, 461 $796, 899 . 74 12, 315 $l, 518, 932 . l� 363,�63$92,�99,$92.51* T�V Adjusied Valuation: 2,299,$�2.51 R��ision Valuation: $�.�� Re�ised Total Valuation: $299,892.51 ������������������x�������x���x������������������������������������� FEE S U M MAR� �*������x�����������*����������x�������x�������������������� guildi��g------� 3 3 S, 8 53 . � 5 Restuarant Plan Re�riew--� $❑. o o Total Galct��ated Fees---� o� a, � � 3. 5 0 Plan Checls---� 3 3 8, 8 53 . �� Re�reation Fee-------�--�-----� 3 5 3, 0 5 3. o o Additional Fees-----------� 19 ,� s�. 3 8} Cnvestigation-� $ o. o o TD'rAL FEES--�--��---���� 0 4 0, � � 3. 5 o To�al i'ermit Fee-----------� . 8 21, o s 5. 12 1�i1i1! Call-----� $ 3. 0 0 Payments-------------- � 8 21 , 0 8 6. 1. 2 � BAL��, � u� DU���_______� $ o. o 0 � � � �k � x xx� x x ��k � � �� � ��k�k � �k*�k � �k� ��k �K�� �k � �k� �x �k� ��k �k �� �k *� ��k * �k� �k� �k� ��k � �k�� �� �*���k���k *�k�k � � �k� *��k ��k� �����k�k x�k � ��ka� � �k � �k�k �� �kx �K� � � � ��k�k *�k �k � �k � � �k ���� ��k � ���k �k�x � � � ��� x �k* A�p�roval s : I t em :� 510 � BUI LD ING ]�E PARTMENT 11/�6��007 jplano Actian: DN Correctian letter sent 11 /� 9 � 2�� 7 j p 1 ana AG t i an : AP G&E AP PRa�1'ED ONLY 01�25�2�08 jplano A�tion: DN 2nd correc�tion letter sent for full permit o�� 1�� �oa� j�lana �Gtion: �P �a�litional Phasing �pprovea, ��t slab only�, v� r t i� a 1 �ao rk app rove d. Ytem: 0�4�0 PLANNING DEPARTMENT 08��3�2��7 Warren Actian: AP Planning has sign�a ott an the Fire Departr E.M.S. Servi�e Staging Plan. Planning spoke to Megan Boora, representative ot the ana instructed k�.�r that Planning's appraval was c�ntingent upan the area locatea c Villag� Inn Phase III nat being enclosed by the �onstruction fence at this time. �9��6�20�7 �arren Action: AP Planning has no comments an the Starmlin� � Prof i 1 e . � 11�05�2��7 Warren Action: DN The plans depicting the shoring and excavat lite satety are not apprQv�d. A Developer Impravement Agr��ment in the amount ot = ex�avation is needec� and. the plans d.epicting the lite satety �rill need to be reva�� the set actually issued fo� Building �ermits. 11�16����7 Warren Action: DN The revisec! graaing ana excavation plans d� shoring and �xcavation and lite satet� are nat approved.. A Dev�loper Xmprovement � the amount at 1�5o tor the excavatian is need.ed ana the pla.ns d.epicting the lite � neecl t� be revised to match the s�t a�tually issuecl for Building �ermits. 12�05���07 Warren Action: AP Planning has reciev�cl a Letter ot Creait iY ot �l � 219 � 241 . 8 9 to bond against a detault ot . the � continuance ot the proj ect . The� � will adequatly fill the excavatiori ancl return the site to a park li�e s�tting. l�/�5�2�47 Warren Action: AP Planning approves ot the release at a tull excavation permit. �� ���/ 2 D� 8 Warren Act ian : AP The secora.c! set ot tull bui lcling permit re�r� appro�red . Th�y are dated stam�ed rece �.ved on December 21, 2 0 0 7, ��/06�2�08 Warren Actian: AP Plar�ning k�as approvea the toundation and tc af the construction. The plans are date stamp�d receivecl on February 5, 24�8. �2/19�2008 Warren Action: AP Th� r�vised plans date stamped reGievea orx 15 ��a08. have beerx approvec�. The plar�.s ar� Part � ot the p�rmit submittal tor th� foundation. ltem: D56�� FIRE DEPARTMENT �8��3�2�a7 McGee Actian: AP Staging Plan �nly Gate 5 must remain accessible to Fire Dept throughou� praject. Site a�cess distar�.� Front�ge Rd is excessive. D��13���08 McGee Action: CR iTail Fire & Emergen�y Servic�s 42 West M�adow �rive V'ail, �olorado 81557 Februar�r 13 � � � Q 8 � �evie�r af Specifi�ations for Solaris Project, 807--�275 A revie�nr at the plans tar the Solaris proj ect d.atec! re�eivea by the To�n at Vail = has indicated �he fallo�ing issues ar� af concern: General Comments: Li f e Saf ety Plans � 1. LS-CS inciicates El�vator 1 anc� Stair 1 are pressurized. Pl�ase update �o r� design. �. LS �. D� Trave 1 di s tance i s sho�nrn as 2 8 5 f t in �nrorst case . 3. LS 3.4� Sho� location of Fire Command Center on plans. Mechanical �. �MO.a3 Please put Notes far Fan Schedule on the sam� shee�. 5. MO.Q3 Fire Prot��tion Engineer at Recorc� should provicle scheaule ot tans ar c1u�t smoke d.etectors ancl noting in specitic, those units which should nat shut do� a�tivatian �garage �xhaust}. G. M2.�9 Exhaust on the �est wall is subjeGt ta backclratt due to strong prevaa 7. Nl�.12 Sho� exhaust tor Ice Rink MeGhanical room ana emergency reliet vent � adjacent openings. 8. M�.13 Reli�t Lauvers tor Re�ail - Are these louvers through-the--wall or ve� 9. N!� . 13 Provic�e s�heaule ana �raphic map ot tire ser�ri�e teatures such as ga� override switch loGatian. Plum�ing . 1. a. P5 . 3 3 Gas t ire pi�.s s�al1 have a 1� 0 a shut at t reac�i ly� ac��ss ibl� �ithir� 6 appliance. Electrical � 11. E2.41P Note 8-- Bonding ta �ire sprin�ler piping is prohibited. per NFFA l3, 1�. E4.OZP Plans indicate only on� exit fram �mergenGy electrical room. 13. E4.08P Emergency lighting ancl duplex outlets an EM circuit are requirec! in Fi re Pratect ian 14. FAPFP�.40 Change matrix to re�ord all events in histor�r buffer. 15. FAPFP�.a�� �arbon .�onoxide matrix is subject ta �eview onee management prova operating plan per IFC 4�4. Solaris Plan Review Page � . 16. FPO.DO Sprin�ler heads are required in elevator pit per NFPA 13 an� ANSI A control valveS are required. 17. FP0.01 Proviaed aetails on heated chase tor tire mains. Heat trace is not � NFPA 13 . 18. FP1.�4 Heads may be required. in exterior overhangs it reliet lauvers are a� interior �nd�or du� ta any combustibles in or on the exterior. l9. The third FD� location is nat shown �n the plans. 2�. FA0.�3 Manual pull �tations are required at each level ot each exit �t�rpi�� 21. FA�.�� Pravide specific data and eut sheets on refrigerant gas detectors. 22. FA4.�2 Smake detectors in living rooms at some �andos app�ar to be 40 - 4� acijacent wall. Sleeper couches require detection in all rooms set�tor sleeping. Iz se�ond smake dete�tor in living rooms where the listed spaGing is exc�eded. Ut�l�t�r � C�.�ril 23. G1 UT1 Plans include "proposed" water lines� electric�l transtormer locatic elements. Provide actual plans for reviev►�. 0�/13�2Q�8 1�IcGee Actian: CR � Vail Fire & Emergen�y Services 42 Tn�est Meadaw Drive Vail, Colorado 81557 January 28� 2��8 Review of Specifieatians for Salaris Pra�ect , B�7--Q�75 A review ot �he proje�t manuals ana specitiCations tor the Solaris project has inc f ollowing issues are of �or�.cern : � Gen�ral Comments: The speciti�atian manuals were assume� to �e written in a"strike accordinc Man� s�ctians have not been eaite� to retle�t the �esign teamS aetual intentions. The tireplace sectian r�ters to both gas ana �oaa burning tireplaces. I unaerstooc not going to be any �aod burning tir�places in this praj�ct but the specitication� optian. Similar options are retlecte� in the speciticatian manuals tor most�s�Gtic incluaing el�vators, water suppl�, natural gas system. retrigeratian tor the iGe � fuel starage. No permit can be issued until the speGifications are set. No specitications were toun� tar the Fire Cammana Room, remote annunciatar� alarm system, Public Satety Radio Signal Amplitication, or tire pump. Speciticatic required. Administrative Modification Request, Second Revision , Received �1�03/OS l. The Admin Mad's should be refle�ted in the specifications. Scope of Engineer of Re��rd - B�ER 2. The speciti�atians inciicate BCER's scope is limiteci to SeGti�ns 1534�, 153� It appears multiple se�tions neeci to be coorainated with the tire and lite satety that are not under revie�nr by BCER t e� . C� c�etectors intertac� �nrith the FA�P, EM gE fu�l st�rage, gas lea]� alarms f or ref rigerant gas , etc ..} Mechanical Systems 3. Flack + Kurtz, Inc , ana B�ER �►►rill need. ta coorainate their respective aesic speciti�atiar�s tor th� smoke control s�rstem ana smoke management systems. I aia nc clear delir7eatiorl ot their respective role�s anci respansibilities nar a schec�ule tc insp�ctions, cammissianing, testing and related funGtior�s. Section 015QQ T�mporar�r Faciliti�s and Controls 4. The specitication tor temporary utilities daes not in�lucie sutticien� data temparary natural gas lines, subpanels tor temporar�r electrical c�istributiQn ar w� tire suppression. A detailed plax� tar temp heat ancl power incluaing phased change� proj ect develops must be su�mitted f or reviev►r . Se�tiarl Q�OSQ Piped Utilities 5. �ompliance v�rith NFPA stanaaras is requirea tor natural gas and vvater mains, cletailed plan tar installation ot temporary anc� permanent mains v►rith signed appra� the ERWSD and �Gel. Solaris Sp�cification Manuals Page 2 Se�tion 0��60 ExGavati�n 6. Excavation Full compliance �ith C�SHA Standards anc� natianally recognizeci gc will be strictly enforced. Section 0�317 T�enching 7. Trenching - Su�mit a plan inaicating th� inspecting ag�nGy�ies] tar un�erg� Note; Undergrouna �ater mains are subject to Calora�o Divisian ot Fire Satet� ru�� regulatian. The contractor must hald a registration trom the Division ot Fire Sat� undergroun� fire mains. Sec�ian a251Q Wa�er Distributian 8. Water Distributian � The underground �ater supply shall nat be turne� on a� ar street valve un�il the �ater entry valve room has been inspected ana the contr� provi�ea and a�monstratea �dequate p�ysical security to the valve roam is complet� �na s��ur� �aor}, aaequate ana relia�l� heat �as b��n pr�vi��� a�� the a�jacent �� Ceiling are complete. 9. Al1 components, valves, �ontiguration and access are �ubject to NFPA ana TC and regulati�ns. l�. A plan �hall be submitte� tor a"tlush ��S�TT by a registered Unaergrouna F� Contra�tor. The plan shall include but is nat limite� to velocity, duratian, mean� via pitot gage, an� plan to �isperse ana mitigate the ettects ot discharged water Sectian �2553 Natural Gas Distri�ution ll. Natural gas distribution. � Th�s se�tion has not been editea in adequate dE appraval. R�submit with �lS�2C1t1C�� speciti�ations in campliance �ith NFPA, �cel, � standards. Volume Twa Section 103Q0 Firepla�es 1�. Fir�places - This section has nat been ed�tea in adequate detail tor appra� �ith "specitic" speciticatians in complian�e with NFPA, IBC, IM� and VFES stanaar� Section 10431 Signage 13. Signage - All doars shall be labeled with specitic room numbers and descri� �orrespana with location� i�entitied an the builaing base plan as inten�ed tor us� owner�opera�or. �uch roam �umber designations shall carr�s�ana with al��a��umeric in the fire alarm program. . 14. T�mporary signage s.�xall be in pla�e durin� �anstructian on each tram�a roan correspand with architectural d�signations on the permit set of plans. 15. Exit signs shall b� in place c�uring constx�uctian at each turn in corricior� areas . Stai r�ra�rs shal 1 hav� s igriage iridi �at ing stai r numb�r, level and range . Section 10505 Wood Lackers 16. Waaci Lock�rs -- This section i-ias not been �ciiteci in ac�equate cietail tor app� �vith "sp��itic" specitications in compliance witk� NFPA ana IB� stanaards. Specitic ana �onsic�eration should be given to �he patential ne�a ta install a�ire sprinkl� each lacker. Salaris Specification Manuals Page 3 Section 1�5�� Fire E�tinguisher Cabinets 17. Fire Extingui�her Ca�inets � Subsectian �.2 L. 4 Alarm, is not allo�ed. 18. Division l3 , Fire-Suppressian Fiping, ��es nat appear to be applicable to extinguishers. 19. NFPA 96 is applicable to portable tire extinguishers as it applies to all c kitchens. � Valume Three Sect�on 13175 Ice Rink Refrigeration 2Q. Ice Rink Retxigeration - R507 has signiticant potential �isk it released ix due ta ac�i�ental release, mechanical tailure ot retrigeratian companents ar ��mac A�etail�d and specitic Hazard�us Materials Management Plan sha�l be submitte�. Tx size, aesig� an� cantiguration ot any storage, release ventts7 an� gas detection � submitted ta the Fire Prevention Bureau for revie�. Sections 14�15 and �424� Elevators �l. �rhis section has not b�en eaited in aaequate aetail tar approval. R�submit ��S��C1t1G<< Specitic��iOnS in compli�nCe With NFPA, ANSI� NWC�G, IFC �nd IBC S��n�c Specitic attentian ana consideration shoula �� given ta the potential nee� to inst sprinkler heaa in each elevatar pit. Phase 1 ana Phase 2 recall, emergenc� pa�er, res�ue, 2�. The elevatar te�hnic�ians shall conduct a training sessio� tor Vail Fire pe� means and methods for eleva�ar rescue prior to turn aver for public use. �3. Subsection 2.3 � 9 Emergenc� Hospital , aoes not appear to be applica�l�. � Servic� shall be subject to Fire Fighter recall. 24. Car�-reaaer operation shall r�quire the Fire �ept is provided with Caras.tr Rhase 2 operation and override.normal operation. 25. Interior cab tinishes shall nat be less than C1as� A��las� 1} tlame spr�ac �6. Submit a aet�il ana speGiti� plan to monitor the phone in the passenger cax elevatar. � 27. Spe�itic elevatars shall be proviaea �ith smo�e pr�ssurizatiQn ana shall b� stretcher capable. The minimum �idth and aep�h shall be sut�ticient to proviae use stretcher currently in use by Eagle Count� H�alth Service District tE�AD Ambulanc� � 1e�rators sha11 �� mar4��� oz�. the e�ter�or door j am �i �n a�lue " star flt 1 i te" syrn� Se�tion 1455� �hutes 28 , Trash chutes shall be proviclecl �vith t�.re sprinl�lers on a deai�ated riser, c its own f low s�nri�ch and control valve .� �9 . Subse�tion �. 3 C 1"temperature--rise" interlo�l�s shall k�e submittea to the Protection Engineer ot Record anc! VFES tar revie�r. Sm�ke ci�tectors use� tor c�aor 7 und�r Note l shall be caordinateci�,rxth Fire Protection Engineer ot Record. All ti7 d�vices shall f all under sp�cif icata�ons in Section 16721 . 3�. The speciti�ation tor NPS ;� in�h tire sprinklers shall be coardinatea with Prot�ctian Engineer of R�cord and shall fall under S�ction 153�a. Sectian 13175 Ice Rink Ref xig�ratiar� 31 . Tk�a�i s sect i�n appears to be repeated. in Volume 'Three . Recan�i le any c!i t t�rex editian in Val.ume Two and Volume Thre�. Salaris Specification Manuals . Page 4 Section 15�2� Mechanical 3�. Sul�section 1.3 �ccupancy Phasing -- Submit a detailed ana compr�hensive plar illustrated the owners int�nt ta phase o��upanc�r. The plan �hall inclucle but not _ a11 lite satet�r s�rstems, �uilding intrastructure, utilities, site aecess ana egre� operatiaxa.al plan. Provisians to manag� the jab site atter the issuance at a T�� s� incluaea �nci shall address mat�rials aelivery� materials transport t� the work arf management ot talse alarmS, tire protection, separation ot construction areas tror occupied areas, �scope and rol�s at the g�neral contra�tar anc! building management, element� as applicable. Section 15�6� Heat Trac� 33. Subs�ction 2.1� Heat trace is not allawed on tire protection lines or wate� f ire prate�tian s�rstems . Section 1517� Electric Motars 34. Electric Motors - Phase protection shall be pravidec� tar all three phase mc �levators and smake control and smo}�e management s�rstems. Section 153�� Fire Protection System 35. Subsectian 1.�1 B The obligation ot the tire pratection contractox tor "de� tire prot��tiax�. s�stem is limitea to the necessary c�etails to comply with the Lit� Report , 2�.amini st rat ive Mad.i t i cat ions , the int�nt ot the p�rmi t dra�rings submi tt�ci compliance with NFPA 13, 14, 24 and Tav�rn af Vail adopted cod�s and standards. 36. Pressure reciucing valves are requir�d an tir� protection supplies per ERWSI 37. M�.nimum qualiticatiox�.s at the tire prate�tion subGOntractor shall be nat lE NICET II tor inst�llatian ancl NICET III or IV tor any tield mod.iti�ations, interp� ar alteratians. All cha�w�es that atte�t s��tem pertar�<<<dnce must b� submitted to B( tor revi��. All changes in materials ar contiguration ot controls, valves, superv= switches, and essential compon�nts shall be submitted far review. � 38. Subsection 1.�4 J. The d�-rate tormula is not applicable tor this praject. h�draulic deductian is required per NFPA and Division of Fire Safety. 39. Subsection 1.45 G snall be installed bet�een 3� ana 45 degrees ott plumb a� adj aG ent �ra � 1 . 4�. Ad.d.itianal intarmatian is required betare approval at PRV's is allowed on.� ri�ser� . WARNING 41. Subsection 1.�6 B Installation ot any compon�n�t ot the tire protection syst permit shall constitute a misdemeanor violation ot the Ta�nrn ot Vail Municipal Cocl� subject to strict entorcement, including but not limited suspensiox�. ot the contrac registration, prosecu�ion un��r applicable law b�r issuance ot a Summans to Appear Municipal �ourt anci tiling ot a tormal �omplaint ta the Division of Fire Satety i� revocatian �t the contractor's State registration. A Stap V�Tork shall be issued upc of suGh a violation. 42. Su�sec�ian 1.�6 B� Plans shall be submitted an RCP's at �/ in�h scale. 43. Subsection 106. G ar�a K Submit an electronic copy �t as-built �ta aate� �al� Department tw� weeks priar ta the tirst TC� insp�ctian, An upaate�. �le�tranic cop� plans shall be praviaeci as each signiticant partion ot the builaing is TCa'd. A t= shall be provided within 3� days af the final inspection. 44. Su�section 1�5 L. �aQrdination o� the Fire Prot�ction System shall be prov� Fire Protecti.on Engine�r ot Record prio� to resubmittal. Cooreiination shall �e mat t�loor plans, structural plans, �ommercial k.itchens, all hazara ar�as �retrigeratic storage. etc..}� HVAC, el�vators, trash c�ut�s ana relateci elements. Partial plan� be accepted. 45 . Renumber the seGOnd subsectian titled �! �.Q� rr . Solaris Specificatian Manuals �age 5 46 . Subsection 2. Q4 F A�cess hat�hes shall b� sizeci to provic�e reac��r access to and repair and maint�nan�e . A�cess s�al1 rlot require s�ecial �r�awlecige ar �.e�r .�l _ valves and gages shall be visible from the floor. �7. Subsectian 2.�7 10 Alarm pressure switch shall activate �rithin 1� se�anas � at the ary valve. �nlater shall reach the most remote inspectars test within 9� secc a�tivation ot th� dr�r valve . Flow s�aitches shall activate bet�reen 3� anc� ninety s� opening af the inspe�tor's test. 48. Subsec�ion 2.11 FD� The cent�r at the inlet shall be laGatea 36 inches abo� graae. Lanci�caping anc! other alostructiQns shall not impinge upon access to the FDt c�bs�ruct supply has�es. Parallel conne�tions shall have a minimum ot si� teet centE conneGtiorzs shall have nat less than 7 feet on each sid�. Section 154�� �atura� G�� System 49. Natural gas distribu�ion. - This sectian must �e coor�inatea with Sectian C with ���53 "Sp�C1�1C" spe�iticatians in compliance �ith NFPA, �cel� aria IMC Stari�c S��tion 15451 Above Ground Fuel Storage 5D. Above Graund Fuel Starage � A separate permit tor �bove Fuel Starage unaer Internatianal Fire Code. 5�. Subsection 2.4 is not camp�et� as ta specitieation�. Re-submittal is requi� detailed plans an� "speci�ic" speeifications. 52. A Hazaraous Mat�rials Management Plan must be submi.tt�d and appraval recei� startinc� an�r �rork on �h� fuel sto�age system. 53. Subsectiori 2.7 A Manitoririg ot tuel tank. l��re.is must .�e sp�citie� as t� me� and methad. Provide monitoring in the Fire Command Center. 54. Subs�ction 2.7 G Provide overfill protection at �h� exteriar fill cap. 55. Subsection 2.1� � is nat complete as to specitications: Re�submittal is re� de�ailed plans and "speCific" specificatians � 56. Su�section 2.1� B�oord.ina�e wit�. �'ir� Pra�e�tian �ngineer at Recarc� tor s� d�nsity and detec�ian.� � �57. Subs��tion 2.13 D 3 Coardiz�.ate wit� Fire Protection Engineer ot R�cord tar d�nsity and detection. Al1 alarms must be caardinated under S�ction 167�1. Sectian 15785 �arban Monoxide Syst�m 5 S. Carban NlQnoxic�e De�ect ion System - Coord.inate the C� cl�teGt ion ar�a alarms v Pratection Engine�r of Record. � 5�. Provid.e a sp�citic plan tor management response to C� alarms and coorc�inat� Building Management S�rstem. section 158aa xvAC 60. Caordinate v►rith Fire Protection Engineer of Record. 61. Furnish specitic detail on commercial kitchen e�hau.st systemr makeup air, � p�ot�ction, grease e�traction, Gleanouts, fans, kitchen layaut,� equipment, and ref rigeration . - 62. Provide specifiGations for compliance with NFPA 96. Solaris Specif ication Nlanuals Page 6 Sectian 1586� Fans 53. Provi�e la�els tar ele�trical di�co�nects that correspona with the tan num� detectors t where ap�l i cable }. Sectian 1590� Building Management System 64. Coordinat� systems �nrith Fire Protection Engineer �f Record. 55. Building mana�ement must provicle tar review an Emer�en.�y Plan. �u�h �lan s� submitted, well in aclvance tor �eview and maditication. An approved plan must be zY d.ays prior ta the tirst TC�. A coordination m�eting between building management a� Department is required within 3� days of the first TC�. Section 15985 Autamatic �ontral Sequences -- Smoke Cantrol 5�. Stairwel 1 an�1 e levator pres suri zation must be coorelinated wi�h Bui lcling Mar S�rstems, fire sprinkler and fi.re alarm systems, and el�vator ��ntrol systems. 67. A smoke management "�c��kc�G�e" should be assemblec! tor review inc�.uaing �ut J companents anc� syst�ms ancl intertace components that are airectl�r relat�ci to the � cantral �smoke management s�rstem. 5 8. The packag� Shoul�i include smoke cor�trol cluct �ark � not ing part �.ons that az b� caverea up. A special inspection ana testing protocol shall be prov�.aea. Incluc praposal f or special inspectors f ar reviecnr . 59. All tans, car�.trol elementS� electrical pa�aer, sensars. aampers� dittusers, element� should be refle�ted �n th� pa�kage. 7�. Th� plans must inclucie an operational sequence. 7l. The smoke control / pr�ssurizati❑n system shauld be retle�tea an �oth tloo� s�parate �raphic representation of the riser for each s�rstem. 72. An electronic version �hall be pravidec! to the Fire Department onc� approvE 73. A c�ratt copy ot th� smake pressurization / cantral graphic tor the Fire Con shal 1 be pr�vided f or revie�nr . Section 15�9� Mec�anical Systems Balancing 74. HV2�C s�rstems shall be e�perational anc� balan�ec� priar to initial t�sting ot / smoke pressurization s�rstems and th� Gammercial kitchen hood s�rstem. 7 5. Bui laing hea� anc� caal inc� s�rstems shal 1 be opera�le pxiar to H'�A� system b� 7 6, Doars , ce i 1 ix�gs , wal 1 s� and separat i ans common ta the ai r zone t or each s�r� in place prior to testing. Section 26�2� Equipment Gonne�tians an�l Coordination 77. A written list anc! s�heclule ot systems ancl �omponents on the �mergen�y pow� be provided on f loox� plans . 78. An el�ct�oniG c���� shall be �ra�ided t� the Fi�� Department. Section 16��0 Emerg�n�� Generatar 79. A gen�rator status board shall be provided in th� Fire Command Center. So�aris Specifi�ation Manuals Pag� 7 Se�tian 1668D Grounding System 8�. Grounaing to tire �ater mains and t�re sprinkler piping is prohibited by N� S�ctian 16721 Fir� Alarm System 81. Subse�tian 1.3 A 3. C� sounder connectea to the tire alarm must b� liste� � such use. 8�. Sub��ction 1.3 B. 15 Spe�it� �entral Stati�n an� provide alarm communicati� revi�w. 83. Subsection l.4 � Phas�� accupanc� will require substantial completion at b� system. No T�� will be grant�� an� a Final Inspectian at the Fire Alarm tor TC� �_ con�uctea unless the system is tound ta �e reasonably usabl� ana tree trom excess= traubles, grounds and other elements that interfer� with norma� aperation. 84. SubseGtion 1.5 U and �.5 Submit tar revie� a list at zon� names, adaresses namenclature prior ta programming. 85. Su�section �.17 A En�losure boxes are requirea tor all �ir� alarm devices c not in conduit. 86. Subse�tio� 2.17 H. Disclase �iring not intend�d tar ins�allation in conduit strongly disG�uraged a�d is l�mited to conditions �h�re conduit is not possible. 87. Su�section 3.1 Ambient c�nditions shall be suitable to� inspection pursuant IBC �ade requirements. Final inspeGtion� r�quire the area under consid�ration be substantially complete ana tr�e tram contaminants that woul� reasanably cause a tc Det�ctar shipping �o�ers are not �onsiaere� suitabl� tor �reventian txom cantamin� duSt, palrit, �t�.. This list is retlective ot the revi�� �o�au�tea on this set ot submittals only anc �nt�na�a ta be an exhaustive review ar commentary on the c�ntents. Many se�tions � specifi� noting multiple aptions still pen�ing. Revie� of floar plans shall be submitted under separate eover. Michael McGee Deputy Chief Vail Fire & Emergency Services 970 479-�135 � ��/19/20D8 mcgee Action: AP Mat slab only. � Item: �55�0 PUBLI� W�R�S l2/�5�20�7 TE� �ction: AP Parital approval tor graaing ana excavatiox graaing, shoring, e�cavation shall accur tha� impacts CD�T Frontage Road R�W unti_ is approved by CD�T. �1J1��2��8 T� Actian: AP Full Excavation Permit approvea based on l� lease rec�ived on 1�10��8 signed by Solaris 01/28��D�8 tk Actian: DN Full BP �enied. Comments sen� out 1��5�D7 � �uilding comments �2/��/2��8 T�� Action: PA Partial �P approval tor Faundation only. A_ comment� still apply far full bui�ding permit. ������������������x�����������k*���x����x*���*���������x���x�����������*��������x*������������*�������������x������������������������������������ �ee �ondx�zons sectron of this Doc�ument far any candxtxons that ma� app�� t� this permit. DECLARATI�NS r hereby acicnowledge that � haWe read th is app I ication, f� I led ou� i�� �u 11 the Fnfarination requ ired, comp leted an accurate p lo� pl a��, and sta�e that all the infor�-nation as required is correc�. I agree ta comply wi�h �he information and pin� plan, to comply �vi�h all Town ard inances and state l a�vs, and to bu i l d th is structure accord zng to �he �ovvns zan ing and subd i�is i�n cades, des ign re�riew approved, rnternational Bu i ld ing and Residen�ial �odes and other ord inances af the Town app I icab�e there�o. RE�[IESTS r�R ZNSPCCTYON SHALL BE MADC T�'VENTY-FOUR I-�Ui]RS lN ADVA�iCC BY `�`EL�PHQN� AT 9--2149 UR AT �[]R UFrXCE rRUM 5:�� ANl -4P�I. _ �/.I �'� � �� '� � x� [�; � r- N S�GNATU �F �'�NER QR C�N T�R F�R H7MSELF AND �WNER * �715*� **i ** *��� *�**� ********�*��*�� *?i'��•� •.•' %�********�*��� �***�***�**%����******�•ri-�*****�� %�****�*****��*� ****** C�I�I�I]XTZ�NS �F APPR�VAL Permit # B�7--��75 as of �2-20-2��$ Stat��s: ZSSC]ED ��*�����*.������*��**�����������������������������*�������*��***����������������*������*����������������* Permit Type: NEW C�MNI BUILDTNG PERII�IT App�ica��.t: S��.AR75 PR�PER`�� �V�NER LL� 97��479-7566 �ob Address : �� 11 N FR���`A� E RD V AIL Lo�a�ion: 143 E MEA��VV 17RIVE Paz-cel No: 21 Cl2 �82�2��1 Des�ri�tion: S��.AR�S DEVEL�PMENT-PHASED APPR�AC� B�TILDTN� PEI�MIT. App l ied : � 81�212��7 Zssued: �212�12��8 �'o E�pire: ��1�412��$ Candi�ions: �and . 1 �FIRE}: FYRE DEPARTMENT APPR�VAL IS REQUZRET� BEF�RE A]V�Y ��RI� CAN BE STARTED. Cond : 12 �B�.DG.�: FZEL17 TNSPECTI�NS ARE R.EQUZRED T� �HE�K F�R C�DE ��NXPLIANCE. Cond: 34 �BL��r.}: A C�P� �F THE S�XLS REP�RT ��LL BE RE�UIRED �EF�RE A F��T�N�r INSPECT7�N �1ILL BE �ALLED ��R. �and : 3 S �P,�.�: A�CES� ANL� I�RAINA�E INSPE�TI�NS MUST BE DQNE BEF�RE F��TZNG INSPECTZ�N. �and : 4� �BLDG}: �MFRIC�MM} FIRE ALAR.M REQUrI�E� PER �FPA 72. Cond: 5 � � �P�AN}: PRI�R T� THE T�V�N BUI�DrNG D�PARTMENT C�NDUCTTNG A FRAMYN� ZNSPECTZ�N, AN IMPR�VE��NT �.��ATI�N �ERTrFZCA�'E �YLC� SHALL BE �UBMITT�D T� THE DEPARTMENT �F ��MMUNZTY DEVEL�PMEN7' �1 MrN�MUM aF �`�RT'Y-EI�'rHT H�URS ZN ADVANCE �F THE RE�UESTED 1�ISZ'ECT7�N. Ra�F RIDGES AND BUILDIN� F��TPRINT SHALL BE INDIGATED �N THE ILC. �o��d: C�N�0���34 1�1�61�7 reIease parital appra�al foz� grading and exca�a��on a��ly. Na gx-ading, shoring, exca�ation �I1al ] occur �hat impac�s CD�T Frontage Road R�VI� ufltil such worlc is appro�ed by �D�T. N�o work allwoed wi�h in �D�T R��. A ny �io lation af this cond ition wi I l resu It in enforcement actian and a stop-work-order be issi�ed �o this projec� Entry :� 1{ l�l2Q� � By : T�. Ac�ion : AP �ondition satisfied based on let�er and �ease agreemen� recei�ed on 111 �1�8 signed by Solaris. , '�,�� F��-- . �y---� � � � � �i � . � � 1' �-. . � 'r : � ���l�ixt� �� �i����r�.���� ���v��� x February �8, 2��8 Cha rl ie Davis �hief Buil�in� �ffi�ia4, To�vn of Vail 75 South Frantage R�ad Vail, C� 81�57 �I�: N1at Slab addition to the Phased Sub�mittal. PR�JECT: PERMIT NUMBE�: INTERNAL REF #: AD[]RESS: Dea r M r. Da�is: Salaris B�l-D�7� 6�9D '143 East Mead�w Dri►►e SAFEbuilt recei�ed documents to re�iew in accordance with the T�wn of Vail's "�rit�r'ra far Phased Approach to Constructian Projects" to add th� mat slab construction to the already appr��ed phasing. 1� sheets �- Code Summary and Exiting 5 sh�ets — Dewatering and Foundation Waterproofing � sheets — Sub-grade �lectrical and telecommunication 21 — S�ructural Sheets � — 8.�"x� �" structural calculations The phased su�mittal is only to allow ma� slab placement to begin while the full building permit process accurs. h10 �ertical construction is apprav�d. The rema�ning commen�s �a be addressed for the full build'rng permit should not affect the sEa� as presented. Structural details for the dewatering �ault will be required tv b� �ubr�itted and appro��d prior ta paurin� that section af slab. �o ad�itianal fees due. _�----�-� � Y Sinc�r ����� � � ��� - =� �.� -_ -�� -- � . �� �� Jahn Plano Plans Examiner 1 Senin� Inspector �.ohn.��a�.a��SAFEbui�t. com �. - � Page 1 af t SAFEbuilt Co�arado Eag�e affice � P.�. Bax 1618 � 1286 Chamvers A�enue, CJnit 1� 1� Eagle, Calorado 81631 Phone: �97�}328-179� � Toll Free: (877} 4�8-641� � Fax: �970} 328-1791 �V:IPIan Re�ievvlVaillSolarislPhased Submitta. l_FAL.doc �T'RU�iU R�L �►�L�V LA�I�N� ���is i on� f�r F�erm it ��r� rr�ents . . � ..�-� , . a n . .. , �, �a°� �,. � • = .; , . �_, , . �� � � ��,�� � . �y � • � � .� �� • � � � w• +�i � � r�f' 1 r] r •� � r o , �� . ��,**��ww����•�� u �'�p ��.� � �� � � � �� � �� F�F�p S�laris Va i I, �� S�I# �4�187 Prepared For: S�LARIS ST�LJCTU �AL ��NSULTANTS INC�RP�RATEa 34�D E. B�ya u d A�e., ##3D� D�n�er, ��I�rado 8���9 ST�UGTURA�.,. 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' ' �'y- _ _''r" " {-"Y_' ' .. � ' �.��+ i•y� i ti' r ;� f�• � _ _ ''t' ' i�` _.� - '.. _ .. . . � . �� " � - -7� �ll �7' t .�l r •.► �• � � � �� �`ac �.�{ �+�� � . . . . . 1.�, 2, & 3 C�IUiP�SI"fE DECK WITH N�RMAL VIlEIGHT C�NCRE��E ALI��WV►4BLE DIAP�i RaGM SH EAR STREN�TH �PLF} 5U P PQ RT FASTE411 ERS; 5�$" �3Ut�t�IS VIIeI�S W conc =� 45 P�F f c= 3�Oti PSt SIDELAP FASTENERS: #� � TEK scr�ws c=�.5" �min,} Factor o� safety = 3.�5 Fastener SPAN (FT.-IN.) l.a out ' 6'-D 7'- 8'-D '- i 0'-0 1 i' -0 � 2'-Q 13' -4 i 4' • � 1'-Q K� 22 Gage 1 1 fi74 0.549 � 17Q6 � fi78 1657 � G44 �.391 3 1739 i7aB 1fi81 ��fi2 ifi47 �634 1fi24 0.3�8 3614 4 j�� � 1734 17Qfi � 684 � sfi6 1652 1 fi40 1 B3� � 6� i 1 fi� 4 O.�fi7 5 18�4 17fii 173� i 705 1 fi86 1 fi70 � 656 1545 � fi35 1627 �.23i fi f 83fi 1789 1754 17�7 17Q5 ��87 '1673 � fi�4 � 649 i fi40 �.2�3 7 18fi9 1 H� 7 1779 1749 1?25 � 7�5 '1 G89 1675 i fi63 1653 0.18� S 19Q1 �845 1�43 177� i744 �723 �705 1fi9� 1577 1fifi6 D.1S4 9 �933 �873 18�7 �792 1754 1741 �721 17�5 i691 1579 �.149 1 a 195fi 19fl� 1 B52 18� 4 1783 1758 � 737 1720 1705 1 fi92 Q.137 1'� 199$ i929 i876 1835 1803 1775 i754 1735 1719 1705 4.127 K2= B7D K3-2380 , �� G�'g� 2 1747 17 � 3 1 fi87 15G7 �.431 3 1786 174G 17�7 1�94 1675 16fiQ � 1547 Q35� 3514 4 �$�� 1780 1746 172� 1 fi99 i B82 � fifi7 1 fi55 i fi45 � 1 fi3G �.294 5 1865 1814 177fi � 74fi 1722 � 7d3 1 fi87 1 fi73 � 661 1 fi5i �.254 � 1904 1848 �SdS �77� 174fi 17�5 17�7 'lS91 �fi78 1fifi7 �.224 7 1944 1882 i835 1799 �770 1746 172G 17�� �895 1fi83 �.2U� 8 1983 1915 i865 1825 �793 17fi8 1746 �725 17�� �699 0.180 9 2�22 1949 �894 i85� i817 1789 1766 174fi 'l729 '1714 Q.1fi4 � 10 2062 1983 i924 �878 1841 181i 1785 1784 �746 '1730 Q.�51 i� 2�01 2017 �953 �904 �864 �832 1845 1782 �7fi3 �1745 �.14D K2r 1 Q5fi K3=�380 i 1767 O.fi45 , 1 S Gage 2 1 g 1 g � 775 1742 171 fi �.49fi 3 �87� �820 1781 175i 1727 �707 7fi9� �.403 4 1924 i Bfi4 182D 1785 � 758 1735 17 i fi � 70D 1 fi87 1575 0.33J 3614 5 197fi 19D9 � 859 18�0 � 789 1764 1742 1724 1?Q9 1 fi9fi �.293 6 2�28 1954 �598 1855 182� i792 17fi9 1749 173i 17i7 0.257 7 248❑ 1999 '1937 1890 185� 1821 1795 1773 1754 1738 D.23Q 8 2i32 2043 �977 �925 1883 �849 1821 1797 �776 1758 4.207 9 2185 208$ 241fi �959 1914 �878 i847 1g21 i799 1779 Q.189 10 2237 2133 2055 1994 1846 �9�G 1873 1845 �g21 1840 0.�74 � 1� 2 2� 2 4 2� 1 7? 4 � 1 � 4 �1 15 K2=�1398 K3=2380 16 Gage 3f14 2 3 4 5 fi 7 8 9 1D 11' r' 1829 i895 1961 20�7 �092 2158 2224 2290 2356 2422 2488 *= number of sidelap fasteners per span � � 184Q 1896 1953 �aos 20fiG 2�22 2i78 2235 2291 2348 1798 184B 1897 1947 199fi 2045 �095 2�44 2�94 ��43 K2= 1764 �' � 17fifi 18�� 1854 1898 1942 198� �o�o �474 2�117 2�fi1 1780 182� 1859 1899 1938 1978 2Q�7 2Q57 �o�s �T55 �1791 18�7 � Bfi3 1g99 1935 1971 2(]07 2�43 K2 + K3, Kips�nch 3.5Q + 3*K �* SPAN SPAN is in feet �735 � 7fi8 �8Q1 i834 18fi7 1899 i932 1965 199$ �748 1778 1B09 1839 1869 1940 1930 1981 K3=2380 i 731 i759 i 787 1815 1844 � 872 19Q0 �928 1718 1742 17G9 17�5 182 i 1848 1874 i90� 0.725 0.557 0.452 �.38i D.329 �.�89 �.258 0.233 4.21 � 0.195 4.181 i Job, �� ���- �- �. � � Job na. � � �-�� � � STRU��'U RAL �-�-- C�NSULTANTS IN��RP�RAT'Ea Client ���.� � � � .. B�� � Date � I �'� �� � Sheet of - - -- - — ,,,_:, .. ,_, , . � .� . . . � � � � � � _� .� � � � � `� � � . -.� ���.� .�.,,,,�_ � +/ ��� � ��,,,,_.- �� � � � � � ��{...�{ �rriw.7i• , +'4 f.ir�t �+`x a+++r.'►nvt�s� •^�'� �! . 34U� E. Bayaud, #3�U� DenWer, Ca SU2fl9 3�3�399-5154 FAX 303�333-95�1 STRU��"L�F�A�. J��. Tifie 5olaris Job N�. �4-� 87 �DNSULTANTS �T INCqRP�R.ATE{7 Client SoEaris By JRB patQ 51161D7 Sheet of � SEISI�IIC DESICN �RITERIA �� -� �� � � �r �y ��p [ J � � T °Y SE�SMIC RESP�NSE CaEFFI�IENT ��ER �003 isc &►�sc� �ro�} Shawra�m Area - Steel Bra�ed Frames & Precast Concrete Shearwal[s : Seismic Design Ca�egary� : , � C.. : � � Soil S�te C�assi�ication : � � � �� . . ��. � Se�sm�c Facior, IE : '� .�5� Seismic Use Group : ll�� ' � Ductility Coefficienf, R : � 4.+� � ��erstreng�h Factor, SZ4 : � . ��.:5� . SS • �.a7��1. ..�: S1 = : O:Q$��w . Structure Period : Fa : :� �� � F„ : .:1,� � . C� : =0:�0�; . C„ : :� .� SMS � iFa}�s�� W �.42� sos = �Z13}SMS = �.280 SM1 ` IFv��s1� = �.'� 3a �D1 � ��I3}SM1 - �.��� hn : � 1 �14` fee� }�: �:�",5 ". Ta -- ��t}�hn�x = �.69$ Maximum Period, Tmax =�C„}�Ta} ��• 186 LJse T - T,, _ � . . �U:fi.98.. , Cs = So,s1�R11E} = Q.p$$ �Equation 9.5.5.2.1-1 ASCE 71�2} �s -' �D1�����E�� = �.�4'� max �Equatian 9.5.5.2. � -2 ASCE 71�2} Cs = �.D44�S�}{IE} = 0.�15 min �Equatian 9.5.5.�.1-3 ASCE 7102� Therefare, Use Seismic Response Cvsfficient, Cs = 0.44'� � ' Jab Ti�,,, ����-�. P� Joh na. a�#--�'S � S��.IJC�'�.1RAL - � _ - ��NSUL�"AN�'S � i����P��~�E❑ C�i�nt �� ���� � B��� Date ������� 5heet of . �., �. � � � � r �, t: � � -�-�.� � �. 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"'►'7``� ,r � . F i H,r j� �` �� � �'?�+xx : � �, i �r . � �f j � � � � F ��2 ��h�� � �N cw `� �i�-�� /-��� � �� �-�r��-� � �3� T� P-��� �Y: �":$� � � � �� 4-�:z � ; -. �� .� ,�. ��" � � C..� �: r �,� � 1 � �c.c � � r�.� � � � � � � � � � �- � � �.�� � � � c,�- � s � !� . �4- ��i � r�, � ; -� � �� �-��" � i ��" �.. *� ��= �� � � �.-. � � � �-. F1'� ��� i .•-� �- s � � ; ►� A � � `-' �-ff � f + � � �i� i.� f ' � �w � � ' J .�' �f"�-c � �` Y =y � ,� .. � � � � � � f� � � � �' �' � 's,; , � �3 �_ � ' � ����.,_.," . 5 � � � f�,�.,.��. �. � � �_._.�.� .�.�if� �'-� �- �- � �. —_.,......�._ �., ._..-..�,_..... ._Yt ,� .�...,,-���,. �-�--.-�-...�.. . ��. � �J �r� � �:� +� C� {��" .�.�. i.tr;r?�: � �i�.� ;�� � i� �� �4p' ��7, �' •z' : � ! 1 � � �'� 1 ` � `� � — _.... { ..-.�. �.... � :� � .� � ;�'� � �7 1 � ��a �_ � . . � � � � �,p .� `. � €`� � �� �.. � `�� '��� � �'t��.� �. �- c��-� '� ,� }� � - , � ► s�! � i .� � � ��}�` i, �' � :{- I l� o�' != � c� �*. I� � 3�4 �.] �v� a �.. � � �.*�-� r��. �` �► � �j ,� ;' �. � I� �~ ''� Dr c.��--�• �: p � � 1� �� � 1..-.� � �.s . �o .� �. � eS � �� �- � � �- � � ,� b �-rs � �•... . . i � � . � � l � v� � `�� �� r�x. u s�..� �1��� � ��=s � 3 � � . � � Q..� � c� � � � D � � � w�. � �� 1 � ��.�s�c� �r.r� � . 1 � � . �v Q�-�•�•- c,�.. r � � � � � u s i �. o �� � �. � �� � � � e�-�•► :-c� 1� �. �� � � 5 a � �C �..er�'�-c�.�� � �� � �•- . � � � t. �-�-� � l�v� �� � � Y�.� t�4 � c�c.�� �.� '"�o `� ��-t � '� �"'�' = � � , � '�- Z. ��� `� � �l� .� i �-� ,�.. �►4- c-�.�.,.t�- � I i • l� � � �- .�- �-� � �a �,�.� �..� �`�, � ` � � 34flU E. Bayaud, #3Ufl� Den�er, C� SU2�9 3U3/399-5154 ��__ FAX 3031333-95�� �`�'RU�i[J F�AL . C�H� U L�ANTS �NC�RP�RAI'ED ]ob 1. _..: S�lar�s Job N�. �4-187 .. ,� ���ent Davis g LAR Date ���3io� Sheet 1 of� �f �� �� Y �..� , Seisrri ic a�sig r� RE: Plan Areas and 5elf-INeigh� Loads Calculat�an Shee�s � v ���� 2 Self-V1leight We�ght wl Seis. Ex�eriar Wall Flaar per Plan Total Area �ft � k� � to C.I�f. Seff-V�t ki s i p i � p i Le�el � 1 �8746 � 7�9� Le�el � 6�$ � 8 7$�2 � 237 3� 3.� Level 3 5472� 7678 �262 93G.7 Leve! 4 54�76 5 � 94 5� 94 � 47'6.7 Level 5+ Roofs �&� 53'1 �5 5125 5� z5 1�54.5 Le�e1 �+ Roof 1� 47� 55 4489 4489 1�79.9 Le�el 7+ Rao€s 3& 8 43� 84 4189 4� 89 � 1�79.9 Le�el 8+ Roafs 4a, 9, &�� 43325 4322 4322 653.4 Level 9+ Rvofs 4b, 5, 5, 7 34079 35�8 36�8 5eismic R�sponse Coefficient, Cs � �.�4'� Floar per Plan $eismic Base 5hear per Le�ei V = �SW �Eq. 9.5.5.2-'f� Level � Load is Transmitted ta 1Nalls Le�el � �4 L��e I 3 � 3 � Level 4 �74 Le�el 5 + Ro�fs � & � �6� Lev�l 6+ Roaf 1 D ��8 Level 7+ Roofs 3& 8 216 Level 8+ Raafs 4a, 9, &'i � �44 Le�el 9+ Rvofs 4b, 5, 6, 7 � 5� Structure's Tatal 5elf Weight �k� 66554 � � S �� �-��'�- io `� �►,,`�o� � � � C� C� `� � c. � � o �-�.- � Tatal Base Shear w! Ext. Walls �k} 1529 Tota� Sase Shear wlo Vtilalls tkj �25Q � �'� ���'1�- � 1 �� �rl:��� �' � �1�� ���� RAZII.� Frame � 11. � " -- ��� I]ataBase: SolarisW2 1�IZ41�7 11:3 S:�7 �R.ITERIA: R�g�d End Zo nes : � gno re E�'ects Member Farce �utput : At Face � f Jo Ira.t P-De1ta: Yes Sca�e Factor: � .0� Gro und Le�e�: B ase Wall Mesh �r��eria : �al� E�ement Type : She�i Element �rx�h Na �ut-o� P�ane Stif��ss Max. A�lov�ed D�stanc� bet�reen Nodes �ft� : 8. �� DIA]PHRA�M D.A�TA.: Story Diaph # �iapi� �'yp� Disr.�nr�ect In.ternal Nades of Beams: Yes I]iscor�tlect Nodes outs�de S�ab Boundary: Yes ST�RY MASS DATA; Includ�s S�lf Ma�s af; B eam�s C� �umns (Half mass a f co �umns above and be1��v} Wal1s �Ha�f rnass af walls abo�e and b��o�v} S �abslD eck Calculafed Valu�so Story R��f Le��l � Le�e� S Le�e17 Le�e16 Leve15 Le�e14 Leve� 3 Le�el � Le�el 1 S tory Roof Le�e19 Le�e1 8 Dia�h # i 1 1 None 1 �o ne 1 None 1 N�r�e 1 Nane 1 None 1 None 1 Diaph # 1 1 1 'L�'Veighf kips 1$7.8 1339.1 4139.2 17.5 54��.1 7.5 5�8�.4 8.7 64�3.1 6.� 76�5.� �3.8 14��3.5 4�2. S � Z39�,� 1�.2 21243.� Mass MMI k-s�lft ft-k-SZ 5.53 4�36 41.59 323331 12�.55 1465546 �.54 413 i ��. �o �� 1 z��6 �.�3 1491 � $2.$1 3�7H1 �7 �.�7 � 3535 199.47 37�956$ �.19 �41 23 �. � S 45 82742 �.74 6571 441.10 8970155 12. 51 11473 384.85 77569�4 �.5� 71� 559.74 14�19191 Cornbine None None � None �m ft 2�1.61 196. 64 198.85 ���.�1 199.�5 24�. 51 ��3.18 �52.97 � 92.�3 Zo�.�i �75.74 331.59 �1 �.52 202.3 8 191.5� 292.53 18�.64 Yrn ft 257.66 �35.�9 231.96 297.9D 227.11 �93.4� 2�3 . �9 246.49 Z15.53 3�4.44 �� �.59 �46.19 222.�� 19�.54 �84.8H �15.19 155. �4 EccX ft 1.22 15.16 21.�� �0.95 ��.95 20.95 ��.g7 2�.�7 ��.67 24. 67 �ccY ft 4.67 7.55 7.79 9.94 9.85 14.�6 � 4.44 14.53 14.�7 �5.�5 �rit�ri�, N.�ass and E���sur � �, ta .. ���� 4 �AM Frame v1 � .2 Page 213 ���'� Da�aBase: S�lar�sv2 1�1241 �7 11: 3 S:�7 Story Diaph # �ombine None None Le�e17 1 None None I�one L�ve� 6 1 None None None Leve� 5 1 Na ne Nane Nane Leve� 4 1 N�ne None None Leve13 1 None Nane None Leve� 2 1 N�ne None Nane Leve� 1 1 N��e WIND EXP�SURE DATA: Calculated Valueso Stor� Diaph # Roo f Le�e19 Leve� 8 LeWe� 7 Leve1 � Le�e� 5 Le�re14 LeWe� 3 Le�e� 2 Le�el I 1 1 � 1 1 � � 1 1 i S'I��RY �l�AVI'I'Y ��AI]S DA�'A►: Includes Weight of: Bea�ns Co Xum.r�s �alls S�abslDec� Li�e Load Reduction ��alculated) Reduci�le : �. �D °/a Storage : 0. �� % �a�culated �alues: Story Ro � f L��e� 9 �.Vii�. X �.5�.39 3 5.43 -5.25 -1.5� -1.86 -1.86 -�.�5 --�.�5 --�.25 -o.zs �ui�d.ing �xtents �ft} Max � Min Y Max Y 213.84 �11.�3 3�4.73 339,65 157.9� 3�8.98 415.93 15�.94 3�8.�6 4� 7.15 1 �4.14 3��.9� 4�7.15 1�5.85 3�2.9� 4� 7.15 9.65 3�2.9� 4�7.15 14.�5 3�2.90 4��.15 14.�5 3�4.73 4�3.15 5.4� 3�4.73 413. � 5 W0.26 3�4.73 Exp�se Fu� Fu�� Full Full Ful� Full Full Full Fu�� Full Parapet ft �.�� 0.�� �.�� �.�� 4. �� �. �� �.�� �. �� �.�� o. �� Diaph # Dead Xc Yc Li�e �c Yc kip s ft ft kip s ft ft 1 192. 5 2� 1. 6� Z5 7. 52 �. � �. fl� Q. 0� � 1542.9 19�.68 �3�.87 5�.5 2�1.51 277.�7 ::-� RAM Frame � 11. � ���� DataBase: Salar�s�2 �'rit�r��� LM��� �?�� ����� �' �� �_ .. R ��.� ^ Page 313 1 �I24107 � 1: � 8 : �7 Story I�iaph # Dead �c Yc I�ive �c Yc Le�vel � 1 4291.7 198.�5 �30.�3 19�8.Q ���.1 � 231.85 N�ne 17. 5 2� 1.51 �97. 9� �. � �, �� �, 0� Le�re� 7 1 5555.� 24�.9� 225.59 �433.9 155.89 �17.34 Nane 8. 6 24�. 94 2 S 7. 3 2 �. 4 4. �D �. �� Level 6 1 5889.� ��3. � 5 223.�5 2� 32.2 2�6.42 223.22 Nane 8. 7 152. 97 24�. �9 �. � �. �� �. �� Leve15 1 �486.� 1��.73 214.0� 2385.8 1$7.92 ���.87 N�one 6.2 201.51 3 �4.44 �. � �. �� �. �� Le�e14 1 7�7�.3 174. �5 2�9.44 2991. � 1�4. � 7 2�3.18 �one 24. 5 3 Z 7. 64 243 .15 �. � �. �� �. �� Le�ei 3 1 154�5.1 21 �.19 224. 5� 6275.9 199.64 2�2.70 ]�one 4D6.6 2�3 .1 � 195. 6� �. � �. �� �. �0 Le��� 2 1 125Z5.2 192.73 155.67 566�.7 199.�� 17g.�5 No�.e 1 �. � 293 . 4� 115 . �5 �. � �. �� �. �� Le�e� 1 1 23��6.2 18�.27 152.36 1197f.4 177.�3 125.42 St�ry Ra � f L��e� 9 Leve� $ Level 7 Le�e� � L�ve� 5 Leve14 Leve13 Le�e12 Level 1 Diaph # 1 1 � None � Nane 1 N�ne 1 N�ne 1 No r�e 1 None 1 None 1 �now kips 15�.9 2477.� 1459.7 �.� 524.4 �.� 85.3 �.� 4�1.5 �.� 1��3.7 0.� 4.� �.� �.� 0.� �.� �c ft ��1.6� 1�4.13 1�9.18 �. �� 142.1� �,�0 339.35 �. �� 48.�5 �. ��] �2�.45 �. �U �. �� �.�� �.�� �. �� �. �� Y� ft �57.98 231.G1 231.54 �. �� � 43.Z7 �.�� 1�3.5� �.�� ��.21 �.0� 24�.52 �.�� �.�� �.�� �.�� �.�� �.�� �ombin.e None No ne Nor�e I�one Non� Nane Nar�e Nar�e �I�n� Nane None Na ne None None No ne None Nar�e w � ��� STRU CTU RAL ]ab Tit�e Solaris ]ob No. o4-�I 87 G�NSULTANTS �NC�RPaRATED �Eient Solaris �y a�C �ate 5���io� Sheet �1 of � 3 Plan ►�reas & Self Vlreight L�ads � 5�isrnic Desigr� Categary Ahhred. �ead �nits Load BowE�ng A11ey BWL � 55 Qsf Cammercial Floors Precast �� 133 psf Ele�afed Plaza ELV PL � 04 psf Load�ng Dock LD �OD psf Lobby L�B 95 psf �verfram�d Plaza 4VR PL � 8� psf Parking F�oors 1�arage � PRK � 0� psf Plaza PL 2�7 psf Plaza 1ce Rink fCE 255 ps� P�aza with Landscape P L LN D 345 psf Residential Floors R�5 95 psf RetaiE RTL �5 psf Roof R� 28 + 8� psf Thea#er TH��R 155 psf Surnmary Le�el o rea Total Self � I�t� �kips� � 'IQ8746 �72�2 � 698� 8 78q� 3 5472� 7�78 4 5�D59 4946 5 47549 45� 7 � 4641� 44Q9 7 354$6 345� 8 27'447 26�7 9 �35� �28 Roat '1 2392 258 Roof � 3234 349 R�af 3 46DG 497 Ra�f 4�a} 6999 756 Raaf 4�b} 725� 783 Roa� 5 �393 �9� Raaf 5 56D0 � � D Roo� 7 7�9 � 7'�6 Roof 8 2�88 2�� Raof 9 575 6� Roof � D 744 8� R�af 1 � 83�3 897 C' �r � � � �.: �-- �Q� T• •_�� �",_'�� {i J Job n�. 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Bayaud, #3Q�, Den�er, CD 8�2Q9 303�399-5� 54 FAX 3fl3�333-95��I � `����� �'�RUCTU RAL ]ob �'�tle Salaris ]�� No, D4�� 87 ��NSIJLTAIVTS iNG�RP�RATED Clie�t S�iaris gy ��C Date 51�61�7 Sheet 2 of � 3 an reas oa s- e�sm�c esiq n rl , � ' -. i. � � . - ' . . f • . - � � w . � � - - - - - ■ - ` � � � � � ' � � ' � ' � � � � � � � � � � � ' � ' � • � � � � � � � ' � �' � � - - - + - i - � • ■ . ! - - - - - • , ■ - - - � � - - i� � - - . - - i - ` � - - - - � - � - �11 � - - - - ! - - �� � - � - . - - � - - '! � - - - - - � - '! � - - - - � - - � � � - - - - - � - �� � - - - - � - - �� � - - - - - ' - ' � � - - - - ' - ' - �.: � - - - - • - - ' � . - - - • �: - - . f: � . - - - - � � � ■ - �. - - - - - � - - - - ' - '' - � � ' � - - - - ' - - � ' � - - - - - `� - �! � - - - - - � � 1� � - - - - - - ■ . - - - � - ' - :.:! ■ . � - . - - � - � - '� ■ . - - - - �� - :1 ■ � - - - - � � ' � � . � - - - - - � � - r "" - - . - • - 1' ■ 1 1 . 1• - - - � - . . - ' - - � - � - �: . ■ . •■ - - � - - ■ . � - � - - - , � ■ . • I - - - - - ■ - - - - , - - ! • � � - - - - • + - - • , ■ . - - � - ' • - - , • ■ . - . � � - - i - * - ' ■ - - - - • - i - � � ■ - - - ! - ` - � - ' � � . - - - , - i - i � ■ . - - � - � � ■ y - i 74 T�TAL DL � 7��� � � � � � �`�RUCTURAL ]ob �'itle Solaris ]ob N�. �4-�87 ��NS U LTANTS lNC�RPC]F�ATED �{��nt S�laris By )�C Date 51���0� Sheet 3 of 13 an reas oa s- eism�c �siqn .. � 4 � ` • • i. � . . - ' . . � - . • � r A . � r � � � � � � � � � � ' � s - �:. � � - - - �� - � - •is ■ - � - r� - - �� - � - ��� ■ - - - � - � - � - � � ■ . - - � - �� - � ! - !� ■ . - - - - � � i ■ � � . ! i - - - - - ■ - - - - � � - - � � � ■ - � - ■ - � - * - � - � � ■ - - - - - � �■f ■ � - �ii - - - - - ■ - - - - - �• - �� ■ - - - - � � - - �� ■ - - - - � - , - � , ■ - - - - , - - • • ■ - - - - � � - r � - , � � ■ . - ■ - - � ■ ■ - - ■ � � ■ . - - - • - - ! ■ . - - - , - - , ■ . - - � � - � - ' ■ . - - � - , - • - ` ■ . - - � - - - ■ . - - - - � � ■ ` - • - - - - - ■ - - - - i ! � - - i • i ■ . - - - ` - - � ■ . - - - , � - - • � ■ . - - - � � - � � - - - - � / i - - � � • ■ - - - - - - ■ . � - � - - • � - - s � ■ . - - - ` � - - i � ■ - - - - � - ■ . - - - • � - - • * ■ . � - - - � ■ - - - - � - - , ■ - � - - - � � ■ . R g TQTAL DL 7��2 `r' J� }w-s � � -� � �TRU�TLJRAL �ob �'�tfe So�a�is ]�h N�. 04-187 . C�NSULTANTS iNC�RP�RA`f E❑ Client Solaris By ��� Date 5i�s�o7 Sheet 4 of � 3 an reas oa s- eismic esiqn .. - �+, - , � •. ..� �.. � ■ . � � • � � � � r � � " -- . - .._-.. - � � - - ■ - - - - � - - � ■ . - - - - • - • ■ . - - - � - � - �i � . � - � - - " - � - ' � - � - - � � - � - , � ! ■ . - - - - • - R ■ - - - - - � ■ � ` - - - - - - ■ - - - - � � - - � � � � ■ - - - - - � - ■ - - - - ` - � - , ` ■ - - - - • � - - � ■ - - - 1 - - - ■ - - - � - ! - � - � ■ . - - � - - - ■ - � - ■ • - - - - ■ - - - - � - + - ■ - - - i - � - ` - � � - - - � - � - �� - � � � . - - - - - ' � � - - � - � - ! - � � - - - - � - ' - � . - - - - � � � ' - `� - - - - - � . - - - �' - - ' � - - - - ' - - ' � - - - - i - • - ` ■ - - - - • - , - • • ■ - - - - � - ' - ', � . - - � s� - � � - � ■ . - - - � - r - � ■ . - - - �� - ; - �� . . � � � - - � - � - � � ■ - - - � � - , - ! ` ■ - � - � i � - � - � • � ■ . - - - - S - � . - - - - I � - • - � • ■ . - - - - - � ■ . - - - - � - ■ . - - - • - � - � ■ . - - - - � i � ■ � . i � ���� � STRU�TU RAL ]ob Title Soiarts ]ab No. a4-187 ' C�NSLILTANTS INC�RP�RATED Client Solaris By .]�� Date 51�6�D7 Sheet 5 of � 3 an reas oa s- e�sm�c es� n .. , 11 ' • � / w • � • � � ■ • ' . s � . - � s w . � ! ._..__. - - - . - . - ■ - - - - , - � - i, ■ . - - - , � - - • • ■ - - - - � - � - ! ■ . � - - ' • - • - � ■ - , - w - - r - ! - + ■ - - - - ,* - - �•� ■ . - - - � - �� - �'� � . - - - - - �'� � - - - - �� - ' - � � - - - - - � 1� ■ ' - �: - - - - - . - - - - �� - ' - � ■ - - - - - - �'� ■ - - - - s - �, - � � � ■ - - - - � � - � - i • ■ - � � - - �� - • - � ■ - - - - a - - '�� ■ - - - - �� - - `i� . - - - - � ! - - ■ - - - - , - • - • ■ - - - - - � �i � ' - i ■ - - - - - � - - - - - - � � - - - - �� - � - �' � - - - - ` - i - '� � - - - - - ! - � � - - - � - � - � - " � - - � - ! - - - ' � - - - � - � - ! - �� � . - - � - - � - � � - - - - �� � - �� ■ � - - - � - � � '�• ■ - - - - � ' ■ �' . s �47� T�TAL DL 7�78 ``r � l } �1 � �• Lr �� 5°�C1UCiURAL ]ab Title 5alaris ]ob Na. �4-� 87 C�NSULTANTS � INC�RP�RA'f E❑ Cliet�t Solaris gy �LC Date 5«6��� Sheet 5 of � 3 �- an reas oa s- �ismic es� n , TT ; , � � . . � . � � . - ' . � • . • � � w . � / - - - - - ■ . - - - � - � - ��s ■ . , - � � - � - � - � � ■ - - - - - � �' ■ . - • - - - - - ■ . s - w - - � � - - � � ■ 1 . � I - - - - - ■ - - � - - � - � - � � ■ ■ � - ■ - - - - - ■ - - - - , + - - • • ■ - ' - � - - • - - ` ■ . - - - � - - � ■ . - - - - � + ■ ■ , - ■ - - - - - ■ - - � - - � - , - , � ■ ' - • - - - - - ■ - - r - - � - - ■ , - - - - - - ■ - - - - - � - � ! . � . � - - - - - ■ . - - - � - � - ` A ` ■ - - r - - - , - , ■ - - - - • - • - • ■ - - - - - � / � ■ ` • - - - - - ■ - - � - - - � - + � ■ i - • - - - - - ■ - - � - - � - � - � � � - � � - - - - � - - - - � � ' - ':1 � � � - - ' - � - :•� � � � � � - � 'r � � � - - - - - � � � - - � - � - �� � � - � - - - ' - � � � � - - - - � `�� � � � - - - - - � � - i - - a - � - * ■ + • ' - - - - - ■ . - � - - - , - , ■ , • • v �-,� ,. � r:..� � S`�RU�TURAL ]ob �'�tle Solari� ]�b No. D4-� H7 � C�NSU LTANTS � IN��RP�RATED ���ent Solaris �y JLG Date ���s�o� Sheet 7 af 13 an reas �a s- e�smic �s�qn ,.-- -- . + 11 � � ' • . • . � � . � ' . � � . � � � w . � � - - - - - ■ - � - � - - - � - � � ■ � . • - - - - - ■ . - - - � - - � � ■ . ■ - w - - , - � - • • ■ - - - - - � - ■ - - - - - � ■ , - � - - - - - ■ - - - - - � - a� ■ - - - - � • - . • - ■ - - - - - - � ■ - � - . - - - � - �� ■ - - - - � - - s� ■ - - - - - � - ■ - - - - + - - ■ - - - - - � ��r ■ + - - - - - - ■ . - - - � - � - � ■ . - - - �! - , - � ■ . - - - � - � - � ■ - ' - � - - - - ■ - - - - - , - � � ■ - - - - - + - �' ■ - - - - - � •• ■ + • . - - - - - ■ . - - - • � - � - + i ! ■ - - - - - - � � ■ . - ` - - ` - - ■1i ■ - - - - � - - � � - I - - - - - ' � . � - - - � ■ . - �■ �2 59 T�TAL DL 494� � STRIJ �TLI RAL Job Title 5olar�s ]ob No. 04� � 87 C�NSULTANTS �NC�RP�RA`�ED Client Solaris �y ��C Date ���610� Sheet S af 13 Plan Areas & Loads-Seismic Design Level 5 Key P�an Calor Categor�l QuanfifX ��d�h Leng�h rea ��� ifti � �range Restden�Ea! 4 � 9 � 80 Purple ResFdenttal 2 38 38 2888 Primrose Residen�ial 4 5 � 4 �80 Primros� Resident�al 3 � 0 �� 3�� Prim�ose Res�dential 4 8 � a 32� Primrose Residential 2 � 8 �3 8�8 Green Residen�ia! 2 5 � 7 17� Green R�sid�ntial � '13 2S �76 Green Res�dential � 3� 58 � 856 Tro ica� VioEe� Residen�ia� 2 5 �4 �14� Red Res�dential 2 5 14� ���� Re� Residential 2 3 � 1� �50 Red Residentia� � 57 �54 15D48 Teal Residen�ial � �3 3'1 7� 3 grawn Residential 2 4 8 �4 8rown Residentia� 2 4 14 �� 2 Srown Res�dential � 5 37 185 Brown Resid�nt�a! '� 8 15 'I �� Brown Resident�a! � �9 37 7a3 Brown Res�dential 1 37 73 27a 1 Blue Res�dent�al 1 5 �2 60 Bfu� Res�dentia! �.5 � 4 � 4 98 Blue Residen�Eal � � 4 6� 854 Blue Residen�ial � �7 78 � � 0� Yeifaw � Residential 1 5 9 45 Y�Ilow Residential 1 �� 44 7�4 Yellow Residential � 27 �� �404 Gra Residential �I 5 '13 65 Gra Residential � 8 19 `I52 Gra R�s�dentia� � � � 5 9� �ra Residential � 3� 36 � 484 PEnk ResE�ential � 5 � � �D P�nk Resident�at � Z3 �5 � �5� P�nk Residenfial 1 5 'f3 65 Sea Faam Green Residential � 4 � 7 � 3� Sea Foam G�een Residen�iaE � 7 � 8 � 2G Sea Faam �reen Residential 1 4 '� 0 4D ��a Faam Green Residential 1 � 6 39 6z4 �ea F�am Green Residentia� 1 � 9 �8 �'i �2 S�a Foam �reen Residential 'I 4'1 8� 35�5 Sea Foam G�een Residentia� � 48 48 �3�4 Biank Residential � 4 '14 5� Blank Residential 1 5 12 �� Blank Residential 2 G �� 264 B�ank Resid�ntial � 48 49 2352 a rea � 47549 Tata aa �kips} 4� � 7 � � � '� � �TRUCTUR.AL ]oh Title Solaris ]ob N�. a4-�87 C�NSULTANTS INC�RP�RATED �li�nt S�IarES By .]�C Date �«��o� Sheet 9 of � 3 Plan Areas & Loads-�eismic Desi�n Le�el � Key Plan Ca�or �ategory Quantity ��dth Length rea �ft� �ft� ft �range Residenfial 4 � 9 �8� Purple Residential � 38 38 2885 PrRm�ose Residential 4 5 14 280 Primrase Resid�ntial � � � � � ��� Primrase� Residential 4 8 '� � 3�� Prim�os� Residential 2 18 �3 8�8 Green Residenfia[ 2 5 17 `f7� �reen ResidentEal � �3 2�6 �7'� �reen Residential � 3� 58 '1856 Tro �ca� V�o�et Res�dential 2 5 � 4 '[ 44 Red Residential 2 5 � 0� ��4� Red Residen�ial � 3 �'! � 55� Red R�sidential � 5? �64 15445 Teal Resid�ntial � 23 3� 7� 3 grown Residentiai �1 4 'i8 72 Srawn Residential 2 6 25 3�q Brawn Residential '1 � 4 5� 84D Brawn ResE�ential � 5 � 5 75 Brown Residentia� 1 7 '�5 105 Brown Residential 1 4q 38 '�S�D Blue Resident�al � 5 �� �0 Blue Resident�al �.5 �i 4 14 98 Blue Res�den�ial 1 � 4 G� 854 Blue Resident�al � 27 78 ���6 Yelf�w Residen�ial � 5 9 45 Yeliow Residen��a1 � 16 44 7�4 Y��low F�esidential � 27 52 '14D4 �ra Residen�ial � � '13 65 Gra Resid�nttal � S � 9 � �2 �ra Res�dential � � 15 9� Gra Res�dential � 3� 3� ��8� Pink Residen�iat 1 5 �2 �� Pink Resid�ntia� 2 �3 �5 115� Sea Foam Gr�en Resid�ntial � 4 � 7' � 3G Sea Foam �r�en Res�dentiaE 1 7 18 '1 �� Sea Faam �reen Residen�ia! � 4 � D 40 Sea F�am Green R�sidential 1 16 39 �24 Sea Foam Green Residential 1 19 58 ��4� Sea Foam G�een Residentiaf � 4� 88 36�8 Sea Foam Green Residential � 48 48 �3�4 Blank ResEdential '� 4 'i 4 56 BEank Residential � 5 'I2 6� 8lank Residential 2 6 �2 �64 Blank Residential � 48 49 2352 a �ea ft� 454�� Tota oa �kips� 4409 ���� v � � � k `ti� STRUCTLI R�►L ]nb 7'itle Solaris ]ob No. �4--� 87 C�NSULTANTS IN��RP�RATED �I�ent Sofar-t� By ]�� Date 51�6107 Sheet �� �f �3 P1an Areas & Loads-Seisrnic Design Le�el 7 Key Plan Color �ategory Quantity �idth Leng�h r�a i�i tft� ft Drange R�sidenfial 4 5 8 '164 Pu�ple Residentia� 2 $ 43 �88 Primrose Res�den�ial 1 8 � 9 � 5� Primrose Residenfial 'f 5 � 5 9� Primrase Residential �I 3D 35 �a8� Green R�sidenfial 1 4 32 1�8 Green Residentia� � 8 46 3�8 Green R�sidential 1 7 �2 434 Green Residential � 28 � �I6 3�48 Red Residential 4 5 �4 28� Red Residential 2 �a �0 �00 Red Residentia� 4 7 �0 �8� Red Resident�al Z �2 �7 748 Teai Resident�al Z 5 �5 15� Brawn Residenfial Z 5 � 6 '� 6� 8rown Residential 2 '13 �8 728 Brown Restdential � 32 53 1696 B�ue Res�dentia� ❑.5 14 � 4 98 Blue Res�dential � � 4 17 238 Blue Residentia! 1 8 27 �'� 6 Blue Resident�a� � 44 56 �464 Yellaw Residential � 5� 1 DQ '1 ��� Yel�ow Residentia! 2 3 � � � � ��� Yellow Residential 1 57 �s4 �5a48 Gra Residential '� 39 46 � 794 Pink Residentiaf 'i 7 17 1� 9 P�nk Res�dentEal � 1.5 39 5S5 Pink Residen�ial 1 7 3fi 25� Pink Residential 'l 59 58 34�� o rea ft� 36486 Tata t �a tk�ps� 3465 � STF�LIC1°U RAL ]oh Title Solaris ]ob Noe �4�� 87 C�NSULTANTS iNC�RP�RATED �iient Solaris By .]�C Date ����io� Sheet �� af � 3 �lan Areas & Loads-Seisr�ic a�sign Le�el 8 Key Plan �vlor �atega �uan�ity ��dfh Leng�h rea � � ft� ��� ft ��ange Res�dential 2 10 �l ❑ �0� Purpfe ReSidentia� 4 5 2� 444 Primrase Res�d�ntEal Z 5 �� � 5� Green ResidentRa! 2 �� 22 44� Green Residentiai 2 7 43 5�2 Red Resident�al 2 44 43 37'84 Teaf Residential � 3H 38 �888 Brown Residential � 8 � Q4 83� B�own R�siden�iaf 2 4 1� 80 Brawn R�sidential 1 8 1�D 80D Blue Resident�al 1 19 53 � D47 Biue ResidentiaE '� � 3 �'� 0 'f 430 S�ank Residentia! 'I 56 264 �14?'84 Le��l 9 Gategory (�uantity ��dth Length rea �ft� i�} �� i Residen#ial � 24 54 1296 Residential � 4 � 4 56 o rea ft� 27447 Toia �a �k�ps3 2�07 o r� a ft� �3�2 Tota l Laad �kips� 128 v � � � � � �� � � � �� S�'�IJC1°LNF�AL �Qb T�tle Salar�s �oh Nv. �4��87 C�IVSULTAIVTS I NC�RPC3RA'f ED �lient Solar�s gy ]�C IDate 51161a7 Sheet 1� of � 3 Plan Areas & L�ads-Seism�c Des�gn i , � • r / • / + • i , � � ■ � . . • ■ . � . 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Bayaud� #344� Den���, C� 8U2U9 343�399-5� 54 . ��� ��-��� � � l= �--�'.•� �`�a � � � • �' {� E1 �.I FAX 3U3�333-95ay s�r�u�TU�L ��NS�JLTAfV�'S I NC�RP�R,ATE� J�b � �]r � �`����T .�,� J a b n o.�.r �� �� y �� Client �Y-Z� .yn�-.1� B �' Da#e Sheet o� „ - -- �� .� k � �F � � � � � .�7 � IL�.. S �j � �'�' r.� �rt�+'�-'� �J �..�]"�[ � � � � i- 34UQ �. Bayaud� #3�U� Den�er� CQ 802U9 303�399-5 � 54 FA�C 3U3/333�95U� .. � ,� � C.P � ETABS v9.1.1 File:GL�BAL M�DEL 1 Units:Kip--in November l�, zoo� 7:31 PAGE 1 PRaJECT INF�RMATIaN Company Name = Structural Consultants Incorporated ETABS v9.l.l File:GL�BAL M�DEL 1 Units:Kip--in November 15� ���7 7:31 PAGE 2 S T Q R Y D A T A ST�RY SIMILAR T� HEIGHT ELEVATI�N ST�RY9 None 138.0�� 235�.�D� STORYB ST�RY9 138 . �n� 22�.4 . o00 � ST�RY7 ST�RY9 138.��� 2�`76.��� STQRY� ST�RY9 138.��Q 1938.��� STaRY5 ST�RY9 138.��� 18��.��� . STQRY4 STQRY9 138.��� 1662.n�� ST�RY3 ST�RY9 156.�00 1524,��0 STaRY2 STORY9 168.��0 13�8.��� ST�RY1 ST�RY9 �10.O�Q �l��Q.D�D aAsE None ��o.00� ETABS v9.l.l File:GL�SAL M�DEL 1 Units:Kip-in Navember l5. �OQ7 7:31 PAGE 3 M A S S S� U R G E D A T A MASS LATERAL LUMP MASS� FR�M MASS �NLY AT ST�RIES � Masses Yes Yes ETASS v9.1.1 Fil�:GLQSAL M�DEL 1 Units:Kip-in November 15. 2�07 7:31 PAGE 4 D I A P H R A G M M A S S D A T A ST�RY DIAPHRAGM MASS-X MASS--Y MMI X- M Y-M ST�RY9 D2 �.0��E+�� �.�Q�E+O� �.QD�E+Qfl o,00� o.000 STORYB D1 5.4D4E+Qp 5.4�4E+n� 7.358E+�5 2472.7�7 2814.16� ST�RY7 Dl 8.879E+Qp 8.879E+�� 1,575E+�7 2523.621 �728.�65 ST�RY� Dl 8.924E+aQ 8.9�4E+OQ 1.951E+Q7 2��4.Q28 27�8.358 ST�RY5 D1 9.964E+QQ 9.4�4E+Qp 2.237E+Q7 2416.363 2639.�42 ST�RY9 Dl 1.160E+01 1.164E+Q1 3.�95E+D7 2135.7�7 �495.5�9 ST�RY3 Dl 2,457E+�1 2.457E+�1 7.135E+Q7 2qa�.�o� ��04.458 ST�RY� �l 2.a�oE+ol �.o�oE+oi �.04�E+0� 2762.455 z476.485 ST�RYl D1 3.849E+D1 3.849E+Q1 1.�51E+Q8 v � R � � � �169.425 1934.024 � ETABS v9,1.1 File:GLQBAL M�DEL 1 Units:�ip-in November 15� 2��7 7:31 PA�E 5 A S S E M B L E L� P Q I N T M A S S E S ST�RY UX UY U2 RK RY RZ ST�RY9 2.174E+fl� �.174E+�� -�,174E+�Q �.000E+oo D.aooE+ a0 Q.��OE+pp ST�RY8 5.7d5E+�fl �.7�5E+Q0 -5.7�5E+Q� 0.���E+�Q 0.���E+ ao �.358E+a6 sTORY� 9.a6�E+oo g.o��E+oo --�.o��E+oo o.aooE+oo o.000E+ 00 1.��5E+0� sTOR�6 9.39�E+00 9.39�E+00 -�.�g5E+oo o.000E+oo o.000E+ �� 1.951E+Q7 ST�RY5 9.853E+�� 9.853E+�a -9.853E+0� �.000E+oo �.000E+ DD 2.237E+Q7 ST�RY9 1,�Q3E+Ql 1.2Q3E+Q1 -1,2a3E+Ql D.00aE+oo �.000E+ �D 3.n95E+D7 ST�RY3 2.468E+�1 2.468E+Q1 -2.458E+01 �.000E+oa D.000E+ 00 �.13�E+0� ST�RY2 2.943E+Q1 �.943E+Q1 �-3.133E+Q1 0.000E+00 0.000E+ �� 5.�41E+Q7 ST�RYl 4.422E+Q1 4.422E+fl1 -4.25$E+Ql a.oaoE+oo p.QQ�E+ a� 1.261E+Q8 BASE 1.281E+Q1 1.281E+Q1 --1.�6�E+p1 D.��OE+�fl Q,flQnE+ �fl 4.�Q�E+�� Tatals 1.5g9E+a� 1.5�qE+o2 1.��4E+0� o.00aE+ao o.aaoE+ D� �.4G8E+�S ETABS v9.l.l File:GLQBAL M�DEL 1 Units:Kip--in November 15, 2��7 7:31 PAGE � � . C E N T E R S � F C U M U L A T I V E M A S S & � E N T E R S � F R I G I D I T Y . ST�RY �IAPHRAGM /-------------CENTER QF MASS---------------11-�--CENTER �F RIGIDITY--/ LE�IEL NAME MASS �RDINATE--� �RDINATE--Y QRDINATE- � �RDINATE-Y STaRY9 D2 �.D�aE+Q� Q.�p� �.ppp STaRYB D1 5.4�4E+�� 2472.7�7 2814.166 1883.28� 267�.4Q5 STQRY7 ❑1 1.428E+Q1 �504.3�4 27�1.�16 18�5.2�4 �645.3�4 STaRY6 Dl 2.321E+�� 25�4.235 274�.768 1853.748 2618.347 STaRY5 Dl 3.267E+�1 2478.781 �711.358 1881.680 259a.529 ST�RY4 Dl 4,427E+�1 2388.8$8 2654.797 21��.2�7 26�6.84� ST�RY3 ❑1 6.884E+01 2395.283 2672.377 286� . 736 2936. 72� ST�RY2 Dl 8.964E+D1 298�.467 2626.930 3�4 9. 47� 2657 . 4�5 ST�RY1 Dl 1.281E+p2 2387.Q23 2418.766 �173.473 1974.758 v � � E� F+� ETABS �9.1.1 File:GL�BAL MaDEL 1 Units:Kip�-in November 15� �D07 7:31 PAGE 7 M� D A L P E R I 0 D S A N D F R E C� U E N C I E S M�DE PERIQD FREQUENCY C I RCULAR FREC� NUMBER �TIME} �CYCLESITIME} �RADIANSITIME� Mode 1 2.18721 �.4572� 2.872�9 Mode 2 1.3339� �.749�8 4.71�38 Made 3 �.62�29 1.61215 � l�. 1294� Mode 4 �.55543 1.8��41 11.31229 Mode 5 a.41674 �.39959 15.�77D7 Mode 5 0.33633 2.97331 18.68183 Mode 7 �.3�59D 3.�5��7 1g.22�7Q Mode 8 �.32688 3.059�6 19.22193 � MQa.� � a.z611� �.sz�6o �4.�5578 . Moc�e 1� �.�5271 3.95713 24.8�336 ETABS v9.1.1 File:GL�BAL MaDEL 1 C]nits:Kip-in November 15, 2�Q7 7:31 PAGE 8 M � D A L P A R T I C I P A T I N G M A S S R A T I� S � M�DE �-TRANS YwTR.ANS 2-TRANS RX- R�TN RY-� R�TN R2 �-R�TN NUMBER aMASS CSUM� oMASS CSUM� oMASS �SC]M� �MASS CSUM� �MASS CSL]M� oMASS CSUM� Mode 1 0.00 � a� o.�� � a� o.oa � o� a.00 � o� o.�o � o� o.00 � o� Mod� z o.ol � o� 1.29 � 1� a.00 � o� 5.�� � 6� �.Dl � �� � D.43 ��� Mode 3 2.95 � 3� �.03 � 1� �.00 ��� a.�9 � 6� 4.78 � 5� �.05 � �� Made 4 D.Oa � 3� 0.0� � l� �.�� � Q� Q.�� � 6 � Q . � � . t..-� ... ,Y5 ? �,.-u,,.�.. �.�-�,. � .�_ � � , . �� ..,��,....�. , ..ti. .�_,�,5..,,_:___. M o e�`�T� �~"`� � �. 15 � 3� 15 . 7 7 � 17 �� � � � fl.�� � 39.71 � � �- C . r � � - 4 � C � r, ..�.�..,�:. �F.� 4 �2 96 �,R .. '.. "'"„M,�,."""� ..._ •,-� :........ .1 ... a:: ..� R.a..J.�.��+ �-.r� _ _. ti.. , , � , :,.-•..........�-�• Mode 6 4.�7 � 3� 6.55 � 24� �.00 ��� 13.25 � 59} �.�9 � 5� 1.50 � 7� Mode 7 D.Dl � 3� �.QO � 24� O.�fl ��� �.QQ � 59� �.Dl � 5� Q.�O � 7� Mode 8 �.Q� � 3� 0.�� C 24� �.QO � Q� �.�0 � �9� O.D� � 5� �.4a � 7� Mode 9 2�.88 � 3�� 1.26 � 25� 4.�0 � 0� �.74 � 62� 35.83 � 41� 1.46 � 8� Mode 1� 1.87 � 32� 12.44 � 37� Q.Da � �� 21.15 � Y � � � � v.� r• 83� z.31 � 43� 14.87 ��3� ETABS v9.1.1 File:GL�BAL M�DEL 1 Units:Kip-in November 15, 2�07 7;31 PAGE 9 M� D A L L n A D P A R T I C I P A T I� N R A T I � S {STATIC AND DYNAMIC RATIQS ARE IN PERCENT} TYPE NAME STATIC DYNAMI� Laad DEAD D.D��2 26.6961 Load SNQ�J 7. 6164 Q, o000 Load LIVE d.�003 �.�a�a Load SEISMICX 99.25D� 85.1493 Load WIND4 95.18�8 57.�449 Load SL]FERDEAD 0. �fl�7 �. oaio Laad WIND9� 98.7682 79.5015 Load SEISMICY 99.5814 89.�334 Load SEISYEPLUS 99.52�9 87.4498 Load SEISYENEG 99.6255 94.4�65 Load SEISMIC�EPL 99.z45H 84.7892 Load SEISMIC�ENE 99.�338 85.2113 Laad P��LDL a.��63 �.oaoo Laad S�IL 3.46�2 �.1482 Accel UX 92.�711 31.943Q AGCel UY 93.5693 37.3484 Accel vz o.aoao a.0000 AeGel RX 51.88�5 8�.73�3 Accel RY 141.7784 43.2477 Accel RZ 82.115� 23.27Q6 ETABS v9.l.l File:GLDBAL M�DEL 1 Units:Kip-in November 15, 2��7 7:3� PAGE 1 � T�TAL REACT I�TE F�R�ES � REC�VERE D L�ADS } AT �RI G IN L�AD FX FY F Z M� MY M2 DEAD 2.8�3E-Q5 -l.00�E+ol 6.219E+Q4 1.541E+Q8 �-1.458E+ 08 --3.763E+Q4 SN�W 6.228E-�06 -1.998E-�Z 5.267E+03 1.335E+Q7 --1.�Q�E+ �7 --5.58�E+�1 LIVE l.��lE-�a5 -2.115E-�� 3.538E+Q4 7.�17E+D7 -8.��5E+ �7 �.46�E+01 SEISMICX --4.951E+�3 6.474E-�� --7.57�E-�7 -�.954E+Q1 -8.48HE+ D6 1.�91E+a7 �nTINDQ -5. �11E+Q� -�. . 952E-4� �-1 . 1�2E-�7 2 . �2�E+p1 --8 . �8pE+ 05 Z.a3�E+o6 SUPERDEAa 1.16�E--DS --3.830E-02 3.096E+Q4 6.97flE+07 -7.414E+ �7 -9.0�3E+Q1 WIND9� -5.646E-06 -7.433E+D2 -3.99�E-�7 1.28QE+Q6 -5.689E- nl --1.���E+o� SEISMICY --4.5Q2E-�5 -3.895E+�3 --1.874E-Q6 6.�77E+D� -�.412E+ 00 -�.21�E+�6 SEISYEPLUS --2.371E�-�5 -3.896E+Q3 -2.�74E-�� 6.677E+�6 --2.573E+ 00 -l.ao5E+o� SEISYENEG -6.834E--D5 -3.895E+03 -1.�75E-a6 6.677E+Q5 -2.252E+ Q� --8.367E+Q� SEISMICXEPL -4.951E+Q3 1.346E-�1 --6.339E-n7 --1.193E+D2 -8.48$E+ o� 1.358E+Q7 SEISMI�XENE -4.951E+Q3 --5.110E-�3 -9.000E�-o� 6.��1E+Q1 --5.488E+ �� 1.��4E+D7 P��LDL 1.9Q7E--D7 -1.789E-a3 5.057E+p� 1.556E+Q6 --6.386E+ Q5 --� . 4 9aE+�� S�IL �.568E+�� 1.63�E+p9 1.187E-D� -�.�17E+�7 9.386E+ a5 �.�la�+a� �TABS v9.l.l File:GL�BAL M�DEL 1 Units:Kip--in November 15� 2��7 7:32 PA�E ll � S T� R Y F�� C E S STQRY L�AD T MX MY ST�RY9 SEISMIC� �5 7.148E-�5 �-�.58�E+Q4 STQRYB SEISMIC� Q� 1.109E-44 --1.125E+05 STQRY7 SEISMICX D6 7.�8$E-�5 -2.H51E+p5 STQRY6 SEISMI�X a� -5.99�E-45 -�5.354E+�5 ST��R5�5 SEI SM��� � o� -g.93�E+00 -�.552E+05 ST�RY4 SEISMICX 0� -1.787E+�1 -1.245E+p6 ST�RY3 SEISMICX Q6 --2.797E+a1 �-1.817E+�6 ST�RY2 SEISMICX �7 4.S16E+�1 -�.549E+Q6 ST�RYl SEISMICX �? 1.�8�E+�6 -3.998E+a5 ST�RY9 WIND� o� 6.��8E--0� -�.a3�E-o5 ST�RYB WIND� o� Z.lo�E-o� -5.��3E+03 ST�RY7 WIND� Q5 S . 3�9E--�6 --1. 741E+D4 ST�RY� WIND� 05 -1.748E--�6 -3.639E+Q4 sTOR�S �z��o a� 2.oa�E+a� -�.487E+D4 �T�RY4 WINDD o� 4.QD9E+�Q -1.��7E+a5 sTOR�3 v�zNDo 05 �6.��5E+00 -1.5��E+0� STaRY2 V�IND� a5 8.774E+Qn --2.26GE+�5 STQRYl �INDD D5 9.59�E+a9 -3.677E+D5 ST�RY9 -V�IND9D �5 8.488E--06 -1.154E-Q5 ST�RY8 V�IND90 n5 1.332E+a4 --2.�23E-�5 STQRY7 V�IND9� D5 3.966E+D4 -7.148E-�5 sTa�Y6 wTNO�o �5 7.869E+D4 -1.232E-Q4 ST�R�5 WIND9� P V� VY 3.751E-a8 -1.871E+OZ 7.531E-�Q8 5.1�3E+ 6.a44E-�8 -�.283E+�� 6,250E-�5 1.747E+ 5.995E-�D8 -1.251E+Q3 3.238E-�7 3.443E+ 2.598E-�8 -1.813E+Q3 2.�78E�-07 4.955E+ 8.534E-�7 -2.318E+Q3 �.�74E--D� 6.278E+ �,018E-�0� --�.828E+�3 �.474E-�� �.56�E+ 7. 885E--D7 -3. ��1E+03 6. 474E--�2 9. 817E+ 7.539E-a7 -4,364E+Q3 6.474E-0� 1.1�7E+ �.�82E+QZ -4.4D3E+�3 1.885E+01 1.111E+ 3.277E--D9 1.922E-�5 2.582E-D9 --3.7�2E-- 5.26gE--o9 �-�. 785E+�� -5. Q30E-la l. �51E+ 4.980E-�9 -8.$29E+Q1 1.794E-�8 2,291E+ 2.2�5E-�9 --1.376E+Q� 1.1�9E-QS 3.5�4E+ �. �8�.E-a8 -�2.4�4E+�� �-1 . �52E--�2 4 . 84�E+ 6.7�9E�-�8 --2.738E+�2 -1.45�E--02 6.138E+ 5.728E-�8 --3.438E+�2 --1.45�E-��2 7.47�E+ 5.433E-Q8 -4.187E+0� --1.952E-�2 5.862E+ 3.�1�E+�1 -9.564E+QZ 1.Q�7E+QQ 8.9�7E+ 3.298E-D9 1.�GOE--D8 -9.491E-�9 -3.995E- �.346E--09 7.79DE-11 -9.550E+p1 -2.444E+ �.549E-�9 -3.751E-�7 --1.9�9E+42 -4.$34E+ -1.966E-�9 -5.475E--�7 --�.8�9E+D2 -7.1G5E+ -1.36DE-��7 --5.9�4E-D6 -3.731E+p� -g.437E+ �. � �� R � � a� 1.30�E+�� --�.a��E-o4 STaRY4 WIND9D �6 1.93�E+D5 -1.45�E--D3 ST�RY3 WIND9Q Q� 2 . 799E+�5 -� . 3�4E�-03 STaRY2 WIND9� �6 3.877E+�5 --5.63aE-�l ST�RYl WIND9� o� 5.3�oE+a� -4.���E+o� ST�RY9 SEISMIGY �5 2.031E+Q4 -5.�18E--�5 STQRY8 SEISMICY o� s.���E+04 --�.9�0E-05 ST�RY7 SEISMICY D� 2.z43E+�5 -3.335E-04 ST�RY� SEISMICY �5 4.�12E+Q5 -5.735E--�4 ST�RYS SEISMICY o� �.�z�E+o� -5.948E-03 ST�RY4 SEISMICY a� 9. 800E+05 -1. �1�E--02 STDRY3 SEISMICY �6 1.4z9E+Q6 �-1.952E-D2 ST�RY� SEISMICY �6 2.�Q4E+D� -�.361E+�� ST�RY1 SEISMICY 06 2.���E+06 -�.461E+Q4 ST�RY9 SEISYEPLUS �5 2.D31E+D4 --6.393E-�5 ST�RYB SEISYEPLUS 05 8.8�3E+p4 -1.114E-�4 ST�RY7 SEISYEPLUS a6 2.243E+D5 -3.847E-�4 ST�RY� SEISYEPLUS �6 4.�12E+D5 --6.592E-09 ST�RY5 SEISYEPLUS D6 �.729E+D5 -�2.919E--��3 STaRY4 SEISYEPLL]S 06 �.sooE+o5 -�6.004E-03 ST�RY3 SEISYEPLUS o� 1.429E+0� -g.s��E-o3 ST�RY2 SEISYEPLUS o� �.oa4E+o6 -�.5��E+00 ST�RYl SEISYEPLUS 0� �.775E+p� -2.348E+�4 ST�RY9 SEISYENEG �5 �.�31E+Q4 -4.�43E-�5 ST�RY8 SEISYENEG 05 H. 853E+Q4 -�8 . 94 6E-05 STQRY7 SEISYENEG �� �.243E+Q5 -�.846E--Q4 ST�RY� SEISYENEG o� �.��2E+a5 -�.��zE-o� ST�RY5 SEISYENEG a6 6 . �2sE+o� -� . 975E�-Q3 ST�RY4 SEISYENEG o� �.���E+o� -1.83aE-o� ST�RY3 SEISYENE� �6 1.929E+Q6 --2.918E-�� STQRY2 SEISYENE� �5 �.��4E+�6 -�.173E+p0 �-1. 6��E--o� -6. o��E-06 --4 . 614E+�2 --1 .16�E+ -1 . 786E--07 --6. �52E-�6 -5. 516E+Q� -1 . 38�E+ --1 . 7 92E-07 -6 . D4 9E-�6 --� . 4 3�E+�� -1. 618E+ 2.7�4E+0� -2.Q55E+�1 -7.177E+p2 -1.7�9E+ 1.412E-�8 2.815E-�5 --1.47�E+a2 -2.974E+ 2, z65E--�5 -7 . 983E-�8 -4 . 943E+D� -l. 149E+ 2.441E--�8 --1.71�E-�� --9.839E+p2 -2.37�E+ --1 . �21E--a8 --2.579E-�6 -1. 427E+�3 --3. 448E+ -6.773E-D7 -4.7�8E-05 --1.829E+Q3 -4.384E+ -8.�56E-�7 �-4.816E-�5 -2.�25E+Q3 --5.�17E+ -$ . 843E-Q7 --4 . 81�E--�5 --2 . 881E+Q3 --6. 79�E+ -8.86�E--�7 --4.813E-�5 --3.434E+Q3 -8.187E+ 1.584E+D1 -8.442E+Q1 -3.759E+D3 -8.7�9E+ 1.744E-�8 3.847E-Q8 --1.472E+Q2 -2.974E+ 2 . 8 �8E�-fl8 --2 . 932E--�9 -4 . 94 3E+Q2 -1 . �� 9E+ �.929E-�8 -2.�26E-�G -9.839E+D� -2.556E+ -9 . 880E-09 --� . 891E-�6 �-1. 427E+Q3 --3 . 74 6E+ -7.�2�E--�7 -2.5�6E--D5 -1.824E+Q3 -4.776E+ -8.613E--07 -2.57HE--05 --�.225E+�3 --5.7�5E+ -9.Z28E--�7 -2.578E--0� -2.881E+D3 -7.44aE+ -9 . 2 �6E-�7 -� . 57 6E--�5 -�3 . 434E+fl3 --8 . 931E+ 1. 35�E+01 --1. 164E+�2 -3. ��0E+03 --�. �06E+ 1.�80E-n8 1.783E-�8 �-1.47zE+Q2 --2.974E+ l . 7a8E--Q8 -1 . 568E--Q7 --4 . 943E+Q2 -1 . �7�E+ 2.0�3E--�8 �-1.4Q5E-�6 -9.839E+Q2 --2.174E+ --1.494E-08 -2.268E-n6 -1,��7E+Q3 -3.15�E+ -�. 53�E�-�7 --6. 9�aE-D5 -1 . 524E+�3 -3. 993E+ -7 . 941E--�7 -7 . �53E--05 --2. �25E+Q3 -4 . 7�9E+ --8.460E-0� -�.05�E-�5 -�.�81E+03 --6.141E+ -8 .45gE--�7 -7 . a5�E-�5 -3. 434E+03 --7 . 443E+ � � �� �� �:E v � 6 � � � R ST�RYl SEISYENEG 1.811E+Q1 --5.249E+�1 --3.757E+�3 --8.D32E+ �� �.779E+�5 --�.573E+�4 STQRY9 SEISMIC�EPL 3.553E-fl8 -1.871E+D2 7.4�1E-08 5.1Q3E+ 05 �.�3�E--05 -�.�B�E+Q4 ST�RY8 SEISMIG�EPL 5.678E-�5 --6.2H3�+�2 7.Q53E-�8 1.783E+ 06 1.D19E-�4 --1.125E+�5 ST�RY7 SEISMIC�EPL 5.5D3E-�8 -�1.251E+d3 3.435E-�7 3,553E+ D6 5.878E-�5 --2.851E+D5 STaRY6 SEISMIC�EPL 2.447E--QS -1.813�+03 �.137E-07 5.1�8E+ �� -6.627E-�5 --5.354E+Q5 ST�RY5 SEISMICXEPL 8.�82E--�7 --2 . 318E+Q3 1. 34 �E--�1 6. 535E+ �� --1.857E+a1 --8.552E+�5 ST�RY4 SEISMIC�EPL 9.�41E-a7 --�.828�+Q3 1.345E--�1 7.9Q8E+ �5 -3.715E+Q1 -1.24�E+a6 STDRY3 SEISMIC�EPL 8.1�9E-�7 --3.6�1�+�3 1.34�E-Ql 1.�3aE+ �7 --5.814E+�1 -1.817E+Q� ST�RY� SEISMICXEPL 7.885E-�7 -4.3�4E+�3 1.346E-�1 1.2�5E+ 07 4.222E+Q1 -2.549E+06 ST�RY1 SEISMICXEPL 3.698E+p� -4.378�+p3 2,�33E+D1 1.17DE+ . a� Z.og�E+o6 -3.9��E+06 STORY9 SEISMICXENE 3.959E--48 --1.871E+a2 7.�4oE-os 5.103E+ o� �,�6�E-a5 -�.s��E+o� STORYB SEISMICXENE 6.4Q8E-�fl8 -6.283�+�2 5.447E--08 1.71�E+ �6 l. 198E--�4 -1, 125E+Q5 ST�RY7 SEISMICXENE 6.174E�-D8 --1.�51E+03 3.�42E-Q7 3.334E+ �6 7.833E-05 -2.851E+a5 ST�RY6 SEISMICXENE �.8�1E-08 -1.813�+Q3 2.ozoE-a� 4.78�E+ n� -�.194E-a5 -5.354E+�5 ST�RYS SEISMICXENE 8.376E-�7 �-2.318�+43 --5.11�E-Q3 6.4Z�E+ Q 6 7.�7 6E--01 --8 . 552E+Q5 STaRY4 SEISMICXENE 8.794E-�7 �2.828E+�3 --�.11�E-��3 7.225E+ 06 1.413E+D� -1.2g6E+06 ST�RY3 SEISMICXENE 7.649E-�7 -3.�51E+�3 -5.11�E--�3 9.33DE+ 0� 2.�1�E+�Q -1.817E+D6 ST�RY2 SEISMIC�ENE 7.37$E-�7 --4.3�4E+d3 --5.11�E-�3 1.110E+ o� �.409E+01 -�.�4gE+o� STaRYl SEISMICXENE 3.665E+Q� -4.4�8E+d3 1.73�E+p1 1.453E+ o� Z.os�E+o� --3.998E+�6 ETABS v9.1.1 File:GL�BAL M�DEL 1 Units:�ip-in Navember 15. 2��7 7:32 PAGE 12 STQRY DRIFTS ST�RY DIRECTI�N L�AD MA� DRIFT STQRY9 � SEISMIC� 11145 STORY$ X SEISMICX 1/3157 �T�RY7 � SEISMIC� 1/�236 ST�RY� X SEISMIC� 1/2253 ST�RYS X SEISMI�X 1�362�3 ST�RY4 X SEISMICX l/1811 ST�RY3 X SEISMIC� 1/14D4 ST�RY� � SEISMICX 1/14779 STQRYl � SEISMIC� 11352�8 ST�RY9 X WIND� 1144772 STQRY8 � WIND� l/41g84 ST�RY7 � WINDO 1133633 ST�RY6 � WIND4 1133867 ST�RY5 � WIND� 1138467 ST�RY4 X WIND� 11442�Q " � �-t � � t� � STQRY3 ST�RY3 ST�RY2 ST�RY2 ST�RY1 STDRY9 ST�RYB STORY7 STQRY6 STdRY5 ST�RY4 ST�RY3 ST�RY� ST�RY1 ST�RY9 ST�RY8 ST�RY7 ST�RY6 ST�RY5 STdRY4 STaRY3 ST�RY2 ST�RY1 ST�RY9 ST�RYB ST�RY7 ST�RYS ST�RY5 ST�RY4 STaRY3 ST�RY2 STnRYI ST�RY9 ST�RYB ST�RY7 ST�R�� STaRY5 ST�RY4 ST�RY3 ST�RY2 ST�RYl ST�RY9 ST�RYB ST�RY7 STaRYS STQRY5 STDRY4 ST�RY3 ST�RY� ST�RYl ST�RY9 ST�RYB STORY7 ST�RY6 ST�RYS ST�RY4 STQRY3 ST�RY� 5'��RY 1 X Y x Y X Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y � Y Y Y Y Y X � x � X X � � � � � X � � X x � X �]I N D� WIND� wzN�o wzN�o WINDD WI [�D9d G�IN�9� �nTIND9� �nTIND9� �nTINI�90 WIND9� WIND9� �nTIND9� V�IND9� SEISMICY SEISMI�Y SEISMICY SEISMIGY SEISMICY SEISMI�Y SEISMICY SEISMICY SEISMICY SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYENEG SEISYENEG SEISYENEG SEISYENE� SEISYENEG SEISYENEG SEISYENEG SEISYENEG SEISYENEG SEISMIC�EPL SEISMIC�EPL SEISMICXEPL SEISMIC�EPL SEISMICXEPL SEISMICXEPL SEISMIC�EPL SEISMICXEPL SEISMICXEPL SEISMIC�ENE SEISMICXENE SEISMICXENE SEISMIC�ENE SEISMICXENE SEISMICXENE SEISMICXENE SEISMI�XENE SEISI�IC�ENE 1/8D527 1/153915 1�173397 113�1515 1/533618 119564 1183�4 ZISO8z 118138 118783 lIGl44 1112684 1I�89I4 11z4o991 1137 1117 98 111771 111782 1/1914 1142 1147 ll11356 1/25176 1/37 1�154 9 111519 111529 111675 1143 1147 1111882 1125798 1�36 11214Z 112125 1/233� 112234 1142 1147 111�874 1124584 11145 1/3177 11305� 112124 1/343� 1118�5 1114D9 1114864 1134814 1114 6 113138 113�74 11�398 113848 111818 1114�0 lll9 G94 1�35733 ETABS v9.l.l F�le:GL�BAL M�DEL l Units:Kip-in Novembex 15, 20Q7 7:3� PAGE 13 DISPLA�EMENTS AT DIAPHR.AGM CENTER �F MASS ST�RY DIAPHRAGM L�AD R2 ST�RY9 D2 SEISMIC� o.o�000 ST�RY8 Dl SEISMICX �.�n�Ol STDRY7 Dl SEISMICX o.0000� STQRY6 Dl SEISMIC� D.��D�l �TQRY5 D1 SEISMICK a.00000 STQRY4 Dl SEISMIC� o.00000 STQRY3 Dl SEISMIC� o.o�ooa STQRY2 Dl SEISMIC� o.oa000 ST�RYl Dl SEISMIC� o.00000 STQRY9 D2 Ti�IND� o.o�000 ST�RYB Dl �nTIND� o.a0000 STQRY7 Dl WIND� o.00000 STQRYS Dl WIND� o.00000 STQRY5 L�l WIND� o.��ooa �TQRY4 Dl WIND� o.00000 sTORY3 nl �iJIND� o.00aoa sTa��2 DZ v�rNao o.000�o ST�RYl Dl WIND� o.00aoo ST�RY9 D� �IND9Q o.00000 STQRYB D1 WIND9a �.Q�a01 STQRY7 Dl �nTIND9D �.oaool STQRY6 Dl WIND90 a.0000l ST�RY5 Dl V�TINI�9Q a.00000 STQRY4 Dl WIND9� o.o�000 ST�RY3 Dl WIND9� o.a0000 ST�RY2 Dl �IND94 �.�oo�o ST�RYl D1 �nTINL�9� a.0000a � o.0000 D.1997 o .15 �z 0.1189 o. 0�90 �.043� Q. �149 o.aa�s a.oa2o o.0000 �.�157 �.01�9 D.��98 �.0��8 � . ��4 � a.Q�l4 a.aoag 0.0002 o.0000 --� . ��39 --o . oaz5 -0.0020 -�.��13 -�.���7 -D.0��4 -o.00a3 --o.000l , VY o.aaoa -�.D179 -�.�158 --a . �13� --o.oag� -o.oa62 --D.�033 --0.0014 -0.0005 a.00�o a.OQD� o.aoao -�.O�Ql -�.�a�3 -o.aoa� -D.Q��4 --a.000l --o . 000l o.0000 0.�536 0.043� 0.0330 �.�221 �.�124 �.��51 0.002� o.00lo v � �` � � � sTOR�� o.00�oo ST�RYS a.000�� sTORY� n.��D�4 ST�RY6 o.00ao� ST�RY5 o.00ao� ST�RY9 o.0000l ST�RY3 o.oa000 ST�RY� a.00000 ST�RYl o.000ao ST�RY9 o.00aoa STaRYB �.����7 sTORY� o.�000� STQRY6 o.00ao4 ST�RY5 o.oaoo2 sTO�Yg D.�4�a1 sToR�� O.D�Q�� ST�RY2 �.00aoa ST�RYl a.000aa sTORY9 �.��d�� ST�RY8 o.0000� ST�RY7 �.��0�2 ST�RY6 o.0000� ST�RY5 o.0000l sTORYg a.00000 ST�RY3 a.ao�oo STQRY2 o.00000 sTaRYl �.D���D STaRY9 o.0000a sTOR�B o.00002 ST�RY7 a.oaoa� sTaRy� D� Dl D1 D1 D1 Dl D1 Dl Dl �z n1 D1 Dl DZ Dl Dl D1 Dl �2 Dl Dl Dl Dl Dl D1 I� 1 Dl D2 Dl Dl Dl SEISMICY SEISMICY SEISMICY SEISMICY 5EI5MICY SEISMICY SEISMICY SEISMICY SEISMICY SEISYEPLUS SEISYEPLL]S SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYEPLUS SEISYENEG SEISYENEG SEISYENEG SEISYENEG SEISYENEG SEISYENEG SEISYENEG SEISYENEG SEISYENEG SEISMI��EPL SEISMIC�EPL SEISMIC�EPL SEISMIG�EPL o.oaoo --� . Q176 -�0.011� --D . �a96 -�a.ao�� -�� . �D39 -0.���5 -�.�fl15 -�.���4 o.0000 -o.ozo� --�.�132 -�.�1�4 �-0. D0�9 --D . �D33 -0.��22 �-�.��14 -�.���4 o.0000 --�. �145 -0.010� -�.��88 -o.ao�� -�.Q�44 -o.00�� --0 . D�17 -D . an�4 o,000a fl . 2�16 �.16aD a.1194 o.oaoo �.z671 o.zl�� �.1�33 o.lo9g o. o��o. �.a265 �.�138 o.oa54 �.00a� �.2783 o.���� �.170Q 0.1134 �.�633 D.�251 D.D138 �.QQ54 o.oaoo �.2559 �.2�71 0.156� 0.10�3 o. o��� �.�27Q n.Q138 �.D�54 o.0000 -0.0�9� -�.�217 -0.01�� .� �: � � '-y _ � �.��Q�l STaRY5 D1 SEISMICXEPL D.�791 -Q.�l�D - �.��D�l ST�RY4 D1 SEISMI��EPL a.D433 -0.04�3 �.00aoo STQRY3 D1 SEISMICXEPL 0.�147 --�.Q�34 o.00000 ST�RY� D1 SEISMIC�EPL D.00g4 -o.dQl4 �.00000 ST�RYl Dl SEISMICXEPL �.0020 --o.D4�5 o.00000 ST�RY9 D2 SEISMIC�ENE d.000a �.�DDd o.00000 ST�RY8 Dl SEISMIC�ENE �.1978 -��.�ll� o.0000a ST�RY7 D1 SEISMI�KENE Q.1584 --D.�a99 o.00000 ST�RYS C�l SEISMIC�ENE �.1184 --Q.00g9 o.oaaoo ST�RY5 Dl SEISMIC�ENE �.�789 -�.��76 O.OD��� �TaRY4 D1 SEISMICXENE �.0441 -Q.006a o.00000 ST�RY3 Dl SEISMIC�ENE �.�151 -0,�036 o.00000 ST�RY2 D1 SEISMICXENE �.��85 -�.QQ14 �.0000a ST�RYl Dl SEISMICXENE d.ao�a --o.D��5 �.�00�� , �TABS v9.l.l File:GLaBAL M�DEL 1 Units:Kip-in November 15� 2�D7 7:32 PAGE 14 STaRY MA�IMUM AND AVERAGE LATERAL DISPLACEMENTS STaRY ST�RYS ST�RY7 ST�RY6 ST�RY5 ST�RY4 ST�RY3 ST�RY2 ST�RY1 ST�RY8 ST�RY7 ST�RY� STflRY5 ST�RY4 STaRY3 ST�RY� sTORY1 ST�RY8 sTORy� ST�RY� ST�RY5 ST�RY4 �T�RY3 STaRY2 ST�RYl L�AD SEISMIC� SEISMIC� SEISMICX SEISMICX SEISMICX SEISMICX SEISMI�� SEISMICX WINDd WINDD V�IND� �iJINDO WINa� WIND� WIND� WIND� WIND90 wzNn9� WIND9� WIND9D WIND9D WzNn�o WIND9D �IIND9� I� � X X X � X � � X � X X X X X x x Y Y Y Y Y � Y � MA�IMUM o.�o�� �.165a 0.1239 o.o��o �.�45� 0.01�� 0.0093 �.��29 n.Q176 �.0154 0.011� o.aa�o �.��54 0.00�3 a.00l2 0.0002 0.0��3 0.0�6� � . 04 95 o. 0�2� �.a169 o.00�� �.OQ28 a.aail AV E RAG E D.1994 D. 1576 o.li�s o. 0�6� �.D43� O.nl6� a.00�� a.00�o D.�157 o.D133 �.�l�l �.Q�74 Q,oa43 o.00l� 0.0009 o.000� D.�544 0.�439 fl . 0332 �.�22� �.013D o.�a�o �.a427 o.00�� RAT I � 1.�31 1,�47 1.052 1.09Q 1.�95 1. 197 a..o�g 1.231 1.119 1.154 1.152 1.20� 1.23$ 1.331 1.275 1.1�8 1.�32 1.518 1.493 1.443 1. 30� 1.137 1.�41 �.�53 .. � �u � � J anuary 1 G, Z��$ Mr. Cha�rX�e Dav�s �hief �u�ld�ng �ff�cial T�wr� of Vai� 75 Sou�h Frontage Road �lar1, C� $��5�7 � � .� � �� ��`` � � - ,� � r�# � �.y�`' L 4, � �'d �� RE: Grading and Ex�ava�ior� Buildrng Permi� B�7��275 for Solaris De�elopment Fu��� E�ecuted CD�T L�ase Agre�m�r�t ��r S�larrs Dear Mr. I]a�v�s, T�e S�laris Property �v�rr�er t�ra�smx�s v�ith this letter �nree copies of the ful�y executed �D�T Lease Agreement da�ed January 11, ���5, for �he praject. TharLk you far yaur guidance and patience thr�ughou� the CD�T �ermrt pro�ess. Please call �`orx� �gg at 97�-479-7 � 3 8�vith ar�y ques�xons. Sincere�y, �� �� Tom �gg Praj ect Manager Solaris De�el�p�ent cG: Megan BaordlSalaris Gerry PoyelSolaris Maggie FitzgeraldlDavis , � , . � � i - . _ � . . _ _ _ _ � . . � � .i . i i � I ! . � � � - ' i . . _I � � � � , . . I .. .'� � � � I _� I .I � � �_ .. �� • �, � � i i' . � , � �� � , , jr '� , �� � ,� . i � . J . �. � � � , � . � , � . i ' ' . . . . ' � � F�R�PERTY MGMT. fV�. � � � � � � +.��t�� � �+ �..,.�..�� - ��._ N� : P R�J ECT L�CATICJN: 1�7'0 South Frvntage Ro�d 14'1 & 143 �aSt Meadow Drive LEASE AGRE�MENT . ,_ � �.- , . r � THI� LEASE AGRE�MENT m�de and entered into thiS ; � � day of� ��F +r�.'.' ,r�, .;.� �.�� �� `. �� {. ' ,�� �_, by �nd between the State af �olo�ado aG�i ng by and thraugh fhe Co�orado Department of Transpartatian, �DC]T, hereinaf�er r��er�ed to as "Less�r", and Sola�is Property �wner, LL� �thereinafter referred fn as "Less�e". VVITN ESSETH: tV�]If'►!, TH�F��F�RE, in car�sid�ratkan of fhe mutual prom�ses c�ntained her�in, the par�i�s hereto agr�e as f�llows; . 'i.. PREMIS��, L�ssor hereby Eeases and demises unto �esse� fhe Premises, hereinafter referred to as "Pr�mises" loc�ted at along fhe south s�de �f the I-7� South Frontage �a�d at � 4'I and `I 43 Eas� Meadow Drive in V�i�, Colorado. Th� Premises, kn�wn and d�s��ibed as Par�e! �9, of f�roject I 7�- 2�7}� 83 includes approxim�tely .356 acres � appr�ximafely '! 5,5�1 S squar� feet} of I�nd area which will be us�d for the sub-surface soil nails and dewater�ng, .� 75 acres (approx��xa.atel� 7,�37 �c�uare feet}of land are� whi�h wifl �e used far �he surface par��on of the lease and 1.3�� acres �approx�mate�y 56,6�4 square fe��� Qf �and which vrriif be used f�r the airsp�c� por��on of the le�se. The leased Premis�� being as shown on the plats �nd legal descriptians attached hereto; made a part he�eof and m�rked "Exhib�t A: Sub-Surface, Exhib�t B: Surface and Exhib�t C; AirspaGe". �. T�RM, "fhe t�rm af this I�ase for the sub-surfac�, sv�l nails and dewat�ring portion �f the lease shall begin upan full executian of this lea�� and remain in effecf for no less than fifteen months,. After a periad af �ifteen man�hs �D�T may snap or rema�e the soil nails an� cap the dewater�ng wells if necessary, Far surface, construction staging, portion of the lease, the fe�m of the lease wi�E begin upon full execution of fhe iease and remain �n effect fv� a duration of thirty faur m�nths. For �he airspace, crane �elated �c#�vitEes partion �f the I�as� for, the t�rm of the lease w�ll hav� an appraximat� beginnin� date of May � 5, �0�8 �nd an appr�ximat� ending date of July 15, 2�� ��twenty-se�en months}. If the beginning da�e of the airspa�e por#ion af this I�ase chan�es, �he L�sse� shall na�ify �he Lesso� of fhe sch�dule change. The term of �he airspace partion o� �h�s lease shall b� limi�ed to a m�ximum of Twenty Se►►en months. A�f three portions of the lease are �ubject ta the cancel�ation and terminafion provi$ions herein. 3. . R�NT. Payments shall �e made payable to the ��Carado Department of Transportativn at: Ca��. Dept. of Transportafian Glo Accou nt�ng Receipts & Deposits 4�0� �ast Arkansas Ave., Rm. 2�� €�enver, C� 8�2�� or a� such place as Lessor fram time t� time designates by ��tice as prav�ded herein. �a} T�e rent payment f�r �h is iease wi�l consist of three par#s: �i} �The first part of the payment eonsisfs of QNE F�AYMENT of $4�,4�a.0�, due up�n signing Qf the lease �y the tenant, wh�ch is the calcu�ated current cast vf r�movin� th� � ��� . , :,. -..� I � Page 1 af 8 ��- � '�i �I � ' ,.. �� -- � �� .,. �I i ��- ' �' � � � � ���� �� � t-� � I . � �. � � � �� ��� �_� �����.++�� .... _ . ; Re�.310� ;.- , ., � . -� I7 ,� r r �' y � � ' I � I � � �1� ! � �' � '�� r� � �_ �� "s�il naifs" during �xc�va�i�n and is based on �06 na��s �t $ 75. �D per nail. Any add�t�on or sub�ract�on at the number �f naiis shail be reflec��d in the to��� am�unt of this payment on the bas�s of $ 7�.0� per n�if. Th�s payment is agreed upon b�tween fhe par�Ees to b� the tatal amaunt tn b� paid by the Lesse� to affset any �uture c�sts of rema�al of the "so�l nails" �y the Lessa�. . � �ii} 'f he second part �f �h� payment is for t�e surface par�ion af the lease and cons�sts a� three annual payments af $7�,333.33, for the .'175 acres �approximateEy 7,�37 sq�ua�e f�e�} to be used f�r constructi�n �xaging. �iii} Th� third par� of �he paymenf is �or the ai�space partion o� th� lease �n� consi$ts af �NE PAYMENT af $5,���, 0�, du� upan s�gning af the lease by the tenant, far the �.3a'i acres ��ppraximate�y 55,�54 square feet� to be used far crane swings. I� t�e even� L�ssa� has na� rec�iv�d th� rer�ta� �n��allment here�nder �r� or � before �he ten�h ���} day of th� month when due, a�ate char�e of five p�rcent �5°/0} af the total instat�rnent w�ll be asses$ed to �h� L�ssee for that month and each succeeding rnonth �he payment is not rec��ved on or befor� the �1 �th day af that monfh. In the ev�nt the Lessee for ��ental ins�allment tend�rs a check, and it is return�d to Lessor f�r �nsufficient funds, Lessee agrees to pay administrative �h�rges ta Lessar of Twenty a�llars �$�D.��}. �oth Lessor and Less�e�agree �ha� acceptance by the L�ss�r a� the laf� p�ym�nt do�s not waive LessQr`s �ight to d�clare Les�ee in def�uit of this L�ase Agreem�nt. 4. USE. It is understovd and ag�eed that the Lessee �n�er�ds to us� the �rem�ses on�y for the ,. purpose� set ��rth �n �he at�ache� So�aris fe�t�r �a�ed aecemb�r 3, ���� �Exhib�� D� and c�ane usage of both temporary mobile cranes and swing rad i� for� the t�wer crar�e as se� f�rth �n the a�tached Solaris lett�r of No�em��r 5, ���7 ��xhibit E} and Tower �ran� Ana�ysis Narrati�� by Weitz dated Sepfember �7, ���7, �Exh�bit F} including the crane plans TC-1 thru TC$ �ExhFb�� �} �ttached h�r�to. Th�se uses which describe the features �f �he sub-surfac�, surface �nd Air�space use �ncludes ins��llat�vn of 13 "de- w�fering" we[Is �nd ��� "soil nails", stag�n� ar�a for daily del�vering, unloading and �ransferrin� construcfior� materi�ls and tempvr�ry set up of mohile cran�s for remaval and recan�iguratian of tow�� cranes located on I�ss��'s p�o�e�#y and �verhead movem�nt of thr�� fvwer cranes as set forth in #he above referenc�d docum�n�s. The Premises m�y not be used for any other purpase with�uf the sp�cifiic wri�ten prior permission af the Lessor. Any other use of the Premise� sha�l eonsti�u�e material breach o� this L�ase and may cause this lease fa terminate immedia�ely a# the Lessar's option. 5. TA�CES, UTILITI�S, MAINTENAN�E AND �T�ER EXP�NSES. It �s unde�stood and agreed tMat this Le�s� shal� be an abs�lut� N�t L�ase with res�ect to Lesso�, and tha� all tax�s, �ssessmenfs, insurance, utilities and ather ape�ating costs and the cast af all ma�ntenance, r�pair�, and impro�ements, and ail other direct costs, charges and expenses Qf any kind whatsaever respecting the Premises shall be borne by Le�see and not by the Lessar s� that the �ental return #o Lessor shall not be ��duc�d, ofFset or d�minished directly �r ind��eGtly by a�y c�st ar ch�r�e. Less�e shail mainfain �h� Premi�eS tn go�d repair �nd in tenable cond��ion free of �rash and debris during the t�rm of this I�ase. Lessor shall have �he �rght to enter the Prem�ses a� any time �ar the purpose �f making necessary inspectians. �. H�LD HARMLESS. ��he Lesse�, and a�y contractor doing any work an the Premises �o� th� Les�ee shall save, ind��ni�y �nd hold harmless th� Lessor and FH1NA, to tY�e ext�nd ai�awed by 1aw, �o� any liabili�y f�r damag� vr I¢ss to persons ar prap�rty resultin� fr�m Lessee's occ+apan�y or use of the Prem ises � T. �WN ERSH I P. "�he State a� �ol�rado is the own�r ar t�►e Prem�s�s. Lesso� warrants and repr�sents himself to be the autho�ized agent af the State af �olorad� for the purposes of g�an#ing this �.ease. Rev.3l06 Page � of 8 8. LEASE ASS��NM�NT. L�sse� shall no� assign this Lease and shall not suble# the der�ised Premises wi#h�u� �pecific written pe�m�ss�on �f fhe Lessor and wi�l n�# permit the use of sa�d Premis�s ta anyone, oth�r than Lesse�, its ag�nts or employees, wfthou� the prior wriften c�nsent af Less��. 9. APPI_ICABL� LAW. The laws of �he State of Colorada and ru��s �nd regula��ons issued pursuant there�a shal� be appli�d ir� the inte�pr�t��i�n, execution �nd �nfivrcement a� �his I�ease. Any prov�si�n �f �h�s L�ase, whether or not incorpa�ated herein by ref��ence, which pravides for �rbitrati�n by �ny extra- judi�ial body o� pe�san or which is other�vis� in �onfiict with said I�ws, rul�s and re�ulations shall be cvnsidered null �nd void. Nothing contained in any p�ovision incarporated herein b� referenc� which �urp�rts �o nega�� this or any other sp�ciai proWision in whole or in part shall be valid or enf�rc�able ar aWailable in any actian at law whe�her by way of ��mpliant, defense or othe�wrse. Any pravision �endered null and vo�d by the operation of this p�ovisi�n w��l not fnWalidate �he remainder af th�s Lease to fh� extent that fhis ag��emer�t �s capabfe of �xecution. 1�. �AN�ELLATIC7N. Bath par#ies understand that at any #im� �ef�re �he sch�duled expirat��n of the t�rm of this L�ase, Le�sa� has �he right to can�el the lea�e without li�l�il�fy by giving the Les�ee 8�- day writt�n no�ice of its �ntention fo cancel the Lease. The noti�e shall be hand delivered, posted on fhe Premises, or sen# t� the L.esse�, a� th� �ddress �f the Les�ee canta�ned h�rein by Certified Mail, r��u�n re�e i pt req u ested. T� is L�as� may also b� c�nce led by th�e Lesse� by giv� n� the L�ssor 9Q-d ay wrs�ten notice of their intenf �o do so. After r�ceiving permi�si�n of �he �.essor to remav�, and ha�ing removed all soil na�fs �nd fifl+ng and capping al! de�watering wells 1'I. ��MPLETE A�R�EMENT. Thfs Lease, �nc�udFng all exhibits, supersedes any and all prior writt�n Qr ora! agreements and �here are no covenants, cnnditions or agre�ments b�tween th� parties excepf as sef �or�h herein, No priar or contemporaneaus addition, deletion, �r other amend�nent h�reta sha�l have any force or aff�ct wh�ts���er unless embodi�d herein in writing. Na sub�equent navatian, renewa�, addition, d�letion �r other amendment herefo shall hav� any �orce or�eTfect unless embadied �n a wrrtten ��ntract executed and approved pursuant �a the �ta#e Fiscai Ru.l��. 1�. �AP"I"I�NS, ��NSTI�IJ�`�I�N, AND L�ASE EFF�CT. The Gaptions and headin�s used in �his Lease are for ident�fication only, and shall �e dis���arded in any constructian of the lease provisions. All o� the terms of thi� Leas� $hall inu�e �� the benefit o� and be bindin� upon the respective he��s, successors, and assigns of both the L�ssor and th� Lessee. �f any pravision af this Lea�e sh�ll be d�termin�d ta be invalid, i�l�gal, or wifhout for�e by a court of law or render�d so by leg�sla��ve act then th� r�n�asn��� p�ovissons o� �his Lease shall r�main in f�ll farce ar�d ef#ect. 13. N� BENEFICIAL INTER�ST. "fhe signatori�s aver thaf to #heir knowledge, no state empl�yee h�s any pe�s��al o� �enef�cRal �n�er�s� wha�saeWer sn th� s��ic� o� pr�pe�t� des��i��d herein. �4. N� VI�LATI�N �F LA�11l. `rhe Less�e shall not commit, nar permit the commissian of, any act or thin�, whi�h shal! be � v��lat�on of any ordinance �f the �nunEC�pality, �ity, C��nfy, or af any I�w of tk�� Stafe of Colorado or the United S�ates. The Lessee shal! nat use fhe Pr�mises for any manner, which shall constitute � nui�ance or publ�c annoyan�e. 1`he signa#ories h�ret� aver th�t �hey are familiar w�th '�8-8-3�1, et seq., �Bribery and Corrupt �nf�uences} and 1$-8-4�1, e� seq., �Abuse �f Public �ffice}, C. F�.S., as amended, and fha� no v�olation of such prQV�sions is present. The sE�natories av�r �hat to th�ir knowle�ge, na sta�e empl�yee has any personal or beneficfal interest whatsaever in the servi�e ar proper�y des�ribed herein. '� 5. N�TICE. Any noti�e required or p�rmitt�d by #his Lease m�y be delivered in p�rson or sent by regis�ered or c�r�if�ed mail, return rec�ipt requested, to fh� party at �he address as herein�fte� provid�d, Rev.31�� Page3of8 ar�d if s�nt �y masl it s#�a14 �� eff��tive when post�d in �he U.S. Mai� aepa�it�ry with sufficient pv��a�ge attached thereto: L�SS�R: �qlo. Dept. a� Transportation Prap�rky Manag�ment IVlanage� ���85 S. Golden Rd., Bldg. 47 Go�den, Galtirado 8�4�� LESS�E: 5olaris proper�y �wner, LLC ��� �� North Fr�ntage Ro�d, Suite l� Va i I, �� 8 � �57 - �Votfc� of char�ge of address �hal� be treated as any ather nQtice. "fh� Less�� warranfs that the address lis#ed above is �he Lesse�'s current mail�ng address and that tihe Lessee wiEl notify the Le�sor �n writing a� any �hanges in that address w�thin ten �� �} d�y� of such ch�nge. 1�. H�LI�IN� aV�F�. If the Less�r allows �he Lessee t� occupy or us� th� Premises aTter �he �xpirat�on or �ooner t��minatior� o� thRS Leas�, �h� Lessee bec4m�s � Holdover T�nan� �nd shall �e � manthrta-m�nth Lesse� subj�ct fo all the laws �� fhe State af �oloradv applicabl� fo �uch ��naney. The rent to be pasd by Lessee duri�ng �u�h canfinued n�cupancy snaii fae the same b�in� p�id by Lesse� as of th� d�te o� expiration or soan�er �erm�inatian. Le�sar �nd Lessee each h�reby a�ree to give fh� o�her party �t le�st thir#y �3a} days written notic� p�ior �o t�rmination of this hold�ver tenan�y. �17. ��HIEF �NGINEER`S APPR�VAL. This Lease shall not be d�eme� valid until it has been approved �y #he �hief Eng�neer ot the C�Iorado Department �� Transp�rtat��n and by the L�sse�, � S. HAZARD��1S MA�f�RIALS. The Less�a ag�e�s t� d�fend, indemr�ify and hold harmless �he L�ssor ar�d any empl�yees, agents, con#ractors, and afficials of fh� Lessor against any and all damages, c�asms, �ia��R�fy, 4�ss, �ines o� �xpenses, inc�ud�ng attarney`s fees �nd iitig�tian cos�s, related to fhe �resence, dispvsal, r��ease ar cle�n--up af �ny cantaminants, hazardous m�terials or pollutan�� on, aver, under, from or affecting th� prop�rty subject ta this Le�s�, which contaminants or hazardous materials th� Lessee or its empl�ye�s, agents, can�ractors or officials has cause� to be iocated, d�5posed, or r�leased on the p�oper�y. �h� Lessee shall also be respons�bl� for all damages, claims a�d lia�ilify to the so��, w�ter, veget�tion, buildings or personal pr�per#y loca�ed �herean as w�il as �ny p��sonal inyury o� property damage relate� fv such c�ntaminant� ar hazardous material�. �9. N� NEVII P�RMAN�h1T STRUCTLIRES �R I�I�iPF�C]VEMENTS, No new permanent s�ructures ar im�ravemen�s af any kind, �th�r than those descr�bed in Sec�ion 4 0� fihis l�ase, shall loe erected ar mov��l upor� the Premises by �he Lesse� with�ut th� �x�ress written prior permission of the Le�sor. Any such struc�ure or innpr�vement erected or maved upon the Premises without the express written consent of the L.essor may be immediatefy removed by fhe Lessor at �he expense �f the Le�see, F�rth�r, any structures, impraWem�nts or it�ms of any kind �emaining on the Premises af the term�nation �f fhe Leas� will be considered abandon�d i�y th� Lessee and may �e imn���iat��y remav�d by Le�sa� at the L�ss��'s expense; provided, however, that abandonment of the sail nails �s anticipa�ed by th�s �g�eem�nt and rs pravid�d fo� �n ���ti�n �3 �elaw, and s�ch abandonmer�t ot the �oil nails sha�l no� in and o� i�self require the immedi�te removal of tne soil n�ifs �y L�ssor. �D. 81NDING AGRE�MENT. This L�ase sha�l �e bind�ng upan �n� inure to the �enef�t of the partners, heirs, exe�utor�, administrators, and successors of the re�p�c�ive partie� h�r�to. 2� . D�FAULT. If: �� } Lessee sh�ll fai� ta pay any rent or a�her sum payable hereunder for a periad of � 0 days aft�r �he same is du�; 4�} L��see sh�ll #ai� �� a�Serv�, kee� ar per�orm any of �he q�her t�rms, agreements �r c�nditions c�ntained her�in �r in regulatior�s to be observed �r perform�d by L�ssee and such defau�t can�inues f�r a pe�iad �f 3� days after na�ice by LesSar; �3} This Leas� or any interes� of Le�see hereunder shall be levied upon by any attachr�nent o� execution, then any such even� shail Rev. 31�� P�g e 4 of 8 can�t�tut� an e�ent of default by Lessee. Upon the occurrence af any event af de�ault by Lessee her�under, Less�� m�y, at its option and without ar�y fur�her natice or demand, in add�tEan fa any other r�gh�s and remedi�s given hereunder or by law, �o any af the fallaw�ng: �a} Lessor shall have the �Eghf, so lang as such defaulf cantinues, to gt�e natice af termination ta Lessee. Qn the date spe�ified in such not�ce �which sha�l nvt be �e�s than 3 d�ys �fter th� gi�in� of such natice} this Lease shall termfn�te. �b} In th� everit of any such termination vf this Leas�, Lessor may th�n or at any tim� thereafter, re-enter the Prem�ses �nd remove there from all pe�s�ns and pro�er�y and again repossess and enjoy the Premises, wi�hou� �rejudic� ta any ather r�m�dies �hat Less�r may have by reason of Lessee's defaul� or of such �e�min�tion, �c} "fhe amount af d�mages w�ich Less�r m�y r�c�ver in even� of such �ermination shall include, without limitation, �1 }�he amounf at the fime of award �f unpaid ren�al earn�d and other sums owed �y Lessee to Lessor hersunder, as af the t�me of term�nafion, ��ge#her wi�h ir�teres� thereon as provided in this Lease, ��} all legal expenses and other� re�afed casts incurred by Lessor following Lessee's default �ncludin� r�asona�le attorneys' f�es incurred in col�ecfing any amount awed hereur�der �3} any d�m�ges ta the property beyond its presen� condition. �d} Up�n �he Lessee's failu�e to remov� its pers�nal pr�per�y from the Prem�ses after the expiration of the term of �#his Lease, Lessor may in its sale �iscretion, without notice to ar demand upon Lessee, remove, seli or dispase of any and ali personal pr�perty located on the Premises. Lessee w�ives �II claims for damages #hat may be caused by Lessor's �emav�l �f proper�y as herein proWided. 22. INSURAN�E. �Revised 2D�6 per State Cantr��ler Requirements} � A. The Lessee shall cause insurance in the k�nds and amounts de#ai� �elaw �o be o��ained �nd � maintained at all times during �he dura�ion of #his Lease. The Lessee shall reguire any independer�t C�ntractor� working f�r th�m on the Leas�d P�emise t� obtain like cov�rag�. Th� f�llawing insur�nce requirements must be in e�fect during the ent�re term of the Lease. Lessee and any Contracto� shall, at it sole cos� and expense, o�t�in insurance an its invent�ry, equipment and a�l o�her pers�nal prop�r�y locat�d on the Leased �remises against l�ss resu�ting from fir�, theft or other casualty. 1} IfVorkers' Compensation Insurance �� re�uired by s#a�e st�tu��, and Emp�oy�r's Liability Insurance ��vering all employees �cting within the course and sc�pe of t�e�r �mplayment and work an �he �ctivi�ies au�horized by this Lease. . �} C�mmer�cial �eneral L�ability Insurance written on I�� �ccu�renc� Form C� �� D`1 �1 �ID4} ar equival�nt, ��Wering prernises op�r��ion�, fire damag�, independent Consultan�s, prad ucts and completed opera��ans, blankef ��ntractual liability, personal 'rnjury, and adver�ising �iability with minimum limit� as fafiaws: a. $ � ,��0, ��� each occu rrence; b. $2,44�,000 g�r�eral aggregafe; c. $2,���,0�� products and completed aper�tia�s aggrega�e; and d. $5�,D0� any ane fire. P�ge5of8 Rev. 3106 If any aggregate �imit is reduced b�low $�,44D,�00 �ecause af claim� made ar paid, the Lessee, or as appli�able, the�r Contract�r, shall immedfa��ly obtain additional insurance ta res��re the full �ggregate limit and furni�h tfl �D�T a cer�ificate �r other d�cument satis�a�tory to CDC�T showing c�mplianc� with �his pra�ision, 3} Automobil� Liability Insuran�e covering �ny au#� �including �wned, hired �n� non-owned autas} with a minimum limit of ��,���,��a each acciden� com�ined single ��mit. 4} I� �ny operations are antic�pated that m�ght in any w�y �esult in the cr�eation af a pollution exposure, l�essee shall alsa pr��ide P�Ilution Leg�l Liability Insurance w�fh minimum �imits of liability of $5,���,��� �ach Cl�i�n and $5,��D,U�� Annual Aggregate. CD�T shall be named as an additional insured to �he Poilu�FOn Legal Li�bility policy. Th� Po1�cy sh��[ be wri�ten �n a Claims Made fo�m, with an exfended rep�rting period of at least twa ye�r following final�za#ion vf the Lease. 5} Umbr�lla ar Excess Liability Insurance with minimum limi�s of $� Q,04�,���. This policy shall �ecome ���mary �n the e���� tihe p�ima�y L�ability Palicy limtifs a�e impair�d ar exhausted. The P�IiGy shall be written on an �ccu�ren�e form and shall b� following form of �he primary. The following form �xcess LiabilEty shall include CD�T as an Add�tional rnsured. B. C��T shai� b� named �s Additional Insured an the ��mme�cial� �er,eral Liabil�ty and Automobil� Liabi�ify Insurance p��icies. �overage r�quired by the Lease w�l! be pr'rmary over any insuranc� ar s�lf insuranc� pragram carried by the �tate of �olorado. � C. The Insuranc� sha�l include provision� p�eventing canc�llatian o� nan�r�newal wi��vut at least 3� days pr�or notiGe to C a�T by ��rtified mail at th e add ress contai ned i n th is docu ment. D. The insurance policies related to the Le�se sh�ll include clauses stating that each carrier will w�ive all ri� hts af recovery, under subroga��on ar oth�rw�se, against ��aT, i�s ag�ncies, institu�ivns, organizat��ns, afficers, a�ents, empioyees and vQ�unteers, E. All polic�es evidencing �he ir�suran�e �overage$ �equired hereunder shall be issued by insuran�e com pa n ie� satiSfactory to C D�T. F. In ard�r fvr �his lease to be effecti�e, the Lessee, �r as applica��e, fheir �or�tractor, shall provide cer�ificates sho�ving in�urance cov�rage ��quired by this Lease �a CD�T priar to the execution �f this lease. fVo late� fhan 3D d�ys prior fo the expiration d�t� af any su�h coverage, the L.�ssee or Contractor shall d�liver to �a�i G�rtificates of insurance evidencing renewals tf�ereof, At any time du�ing the �e�m of th�s L�ase, �D�T m�y �equest ir� w�yting, and the Lesse� or �ontra�for shall fhereupan within � 0 days supply �o �a�T', evidenc� sat�sfactory �o �D��' Qf camplian�e with fhe provisions o� this s�ctian. Insur�nce ��verage must be in effect or th�s I�ase is in default. �. ff the Lessee engages a��n#ractor fo act independently from the Less�e an �he PremESes, fhat Contra�tor shall �e requi�ed �� provide an endarsement naming CD�i as an Additional � nsured on their �ammercial �er�eral Liability, �nd Umbrel�a v� Exc�ss L�ab�lity policie�. 23, ADQ[TI�NAL PRC�V�SR��ia. Rev,3105 �age 5 af 8 A. The Lesse� proposes �o install "soil nails" and "de-water�ng" wel�s in the parcel described ab�ve �n� s�t fort� in the c�ns��ucti�n pians pravid�d by L,ease� t� Le�sor as part of th� Quality �ontrol and Quality Assuranee dacuments attached hereto as Exh+��t H. Th� purpase of the proposed inst�llat�on is to shore up the Le�sar's p�aperty s�bseque�� t� excavafion of �he Less��'s adjafning pr�per�y and �o prevent wat�r s�epage in�o the excav�fed area. The "sail nails" shalf remain in the subsurfac� af the Lessar's proper#y unt�l #hey are rema�ed by or with the permissi�n of the L.ess�r; bu� �n r�a ev�n� shall the soil nails be remaved pri�r to �he �nd �f the term of the L.ease Ag�ement. Tne "d�-vrraterir�g" wells shall be �illed and �apped by the Lessee at th�ir sole ex�ens� in accordance with local, State and Fed��a� regulations, laws and guidelinesfs��nd�rd� before the end of the t�rm of fhis le�s�. Also, Less�e agrees t� adhere to all pravisians and requirements set for�h in the Qual�ty �ontrol and C�uality Assuran�e for Soil N�ils ar�d Dewatering do�umen� attached herefo as Exhihit H. B. . B. The L�ss�� has �ep�es�n��d ta �he L�ssar t�at their bui��ing i� fr�estandirrg and not deper�dent upon the "soil nails" for su�por#. ~fhe L�ssee �her�fore agr�es th�t they wilf h�v� no legal recourse a�ainst fhe Less�r, it� agents ar P�rm�ttees if during th� responsible remaval of �he "svil nails" the �essee's p�operty is damaged due ta lack af support. �. The L.essee �urther agr�es tha� i� wilf indemnify the Less�r far any damages incurred by Permi�tees �f the Lessar, i� during the norm�l course of th�ir busFness �heir �qui�menf or fac�lit�es are damag�� in connection with the installafi�n af the "svi! r�ails" and dewat�r�ng wells or, th� PremFSes. �i} The Lessee acknow�edges �hat it is awa�e af the exist�ng utili�ies in �he area to Coe leased and agre�s that it will submit �lans of its prapos�d installations �o the �affected utility c�mpanies for �eview and con�urren��. Th� �essee fur���r ag���s fha� st wi�1 provide the Lessor with copE�s of wri�ten documenfation from each utility that they have re�i�wed the propos�d install�#ion and concur wifh fhe plans to avoid and protect the exfsting u�ilitie� and to mitigate ar�y damages, Such documenta��on w�ff be subr�i�t�d tv the Lessvr prior t� any wark being canducted on the Premises by Lessee. �ii} The Lessee ag�ees th�t i� will n�t damage u#ility f��ifities pr�sently exisfing and will re�ai� at �ts cost such facilities if damage accurs due to its w�rk wi�hin the right vf way. Lessee further agrees that it will indemnify �nd ho�d harml�ss the Lessor and afl utility companies pr�sen�ly occupy�ng the ri� h� af w�y as a consequenc� �f Lessee'� act�on, I n the ev�nt any ufi��ty sha�l n�ed repa�rsim�in�enance, the Les��� agrees tha� �x�ava#�on and a�cess t� �II utilifies wili never be precluded on the Premises. Rev.31�� Page 7 of 8 IN WITN�SS WHERE�F, �h� parties hereto have execufed this lease agreem�nt on the day and year �i rst a bove writt� n. L�SSEE: �olaris �r�p�rty �wner, LLC �Full Legal Name;? �-y--_� k _ _.� _. , �If �or�or�afivn) �y .�.�",�� - _� _.�.� _.�...— . __ A�test � Sea i} Reed W�i�l��r��� � _ 7'itle: Authori�ed Agen� B� 4' _ I ' `~ • •� _' _ ' � F � �'r � � ? •� i�- Sec�etary �eder�l Tax Id�nt�fica�ion N um�er STA�fE �F C�L.C)F��D� CC]UNTY C]F } } SS } The for�gaing �nst�ument was su�s�rib�d and sworn tn be��re me this � a�r day �f �� .; ,�, ,� ,��o _� �=�, f ' �+ !f�1 rr' , i . , _ . , . ��-s: - 1 i . j;� " ' � , _ =� - ., _ �� � � '� aJl �i 2' � • � a • 1 � �' � � '-- ' � '- i�i .�'�. q �� - - --1 _•'1 _' _�. y" 1_3' �i2 J _� � _^'1F� �� Y � � ��t 1 �.. f •' • !' f R �r`-- ����•�''� �� �a � .^ • • �r •' - " r � -.._� .- ._ .r ..-. s -- - - _ � rF -- ' - 1 ' ' '� .� i � i� - �� r � ,� , , � ' �� . 1Nitness my hand and �ffi�ial seal. My commissian expires . � C�REY SWISHER NQYARY PUBI.IC STATE �F �O�QRADQ My Cammissr�n Expir�� � Q131� Q ATRf ESi: � , _s-� � �� #� ��� ' � ' f , r �+ ' F � � � ; � � � � � 1 �� r f - ' - � � ' � • ' . - C � � �/a I ' - � �i�UGLA'� W, BEfVNET�i Chief C�erk for F�igh� of Way solaris soil nails lease Address: d Nota Public LESS�R: C�L�RADQ DEPARTNi�NT ��' TRANSP�I�T�1"fI�N _ _ � _� , . � � � �� � � ' � i- � �� � 1 � , � ' ''uI� f.� ��� {} •, �� � �' ����� 7L ��I, ' � � .'I � � � •� ' � � � � w -.,+..� - - �f� ������� - Pamefa Hut�on,�P.E. �hief Engineer ReV.3/�� P��� 8 of 8 .� . . y . . .+'y � � .__l l� � i.� � �y� � �/ _ !� W a� �� � J Q d Ca � � �i w'� r� �� J (t? � - � � � .� � �4� � � �� �� � , : . � � � �, � �� � �� � � � [� � �� � � � � � �� . � � � � � � � �, � � . � � � �� `��� � � ^� � 4 Q � � � � �� � � � J � �— ci � r-- � D� u- a � �� �� o� �� z � � °f � 7 n, W� u� � � �� �b w 2� .�� �� � • �- �� V�- � � ��� f��� ``~�-�. ���� ���� �,�� �� ,�i �� ���� r � ��i � ��'� � �, � , �� ��C'`,� . 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V�e had d�scuss�d ��a�ir�� the � �ns�urc���� siag��g ar�a �lari� �h� lo��� ���.� ro�ds, �i����r ot� �1'i�la�� ��r���� ��iv� ox � Eas� �111�ao�ov� ����, ��w����, �he �'�v�ra� wo�l�. ��t a��av� �it��� �pfia�. �otf� o� t��s� ��cal r���s a�-� k��� �O�de�#���. tra�� areas. ��t N�i��do�r D�i�� is � r�.�ir� th�r��g�far� ��� ski�rs �n�. v�s���r� �I.ik� a.s �r�I� as th� ce��r�� r��u�� t.�r���� to�vri �f�x �he �e� �'ov�n of . . � Vai� ��s. ,� �o���ruc�r�� st�.���; are�. ��x�� �h�se �aa�s w�u�c� ��u�� ������tx�x� vSr�#� ��� � bus and. ped�����n t��f�� �d ��reate h��h��r ����raus �an�it���.s �ar t�� ��bl��. � . �d�� ti a�, ���������r ��s� a�s� t���s wa��� �av� ����#"x��x�� tin�� na�iga�ir�� ���x wa� � ; . �hx���h these �u�� ��e� ��a�.s �� caulc� �na�e a �a�ard�u� �xtu.at�o�. �ote���alr� �vor.s�. � � � Far th�s� ���so�s, t�e ����ti�i���� �t�.gi�.g ax�a �ann�t �� plac�d ��ong �`��v�a �raa�s. 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Ym,��r�v�d sxte �.�ce�s and �rair��.�� a��r�g �x�ritag� R���, 6. }�ro��e a�" �sp�.��� ��r�rl a�r or� l��o�.�a�� ��a� xr� �r'�nt �f t�e p�o,��c�. ?, �'he �ba�v� ��p��vem���� i�c�uc�� ��c��st�u�tir�� t�xe ��i�t�n� i���rs�����x� �� ���x�i F`r�ntage ��ad a.�� �'i�Xa�e �����x �� �Iim��at� �ar�f�s�o�. ��t� the �aeaxb� acc�ess to 'LTa�� �?ar��g ��age, ��r t�e ���T access perr�ut. A��roach ta '�`��v�r �r�r�e ��tup �nd �����v�l: �`�� ��tu�a �f the t�re� t�v�r�r cran�s ��u.ir�� �or ��1�i� ���tru�tio� �c�ivit��� are s��wa�. o� �ra�vi�� T�-� � Tab ��f t�is ��rit��r, '�'�� �etup af t�e t�� #o�ez �xax�es will be d�n� b� �. ��� Ton m�bile ��d�at��i� �r�r�.�. T��s �mob�I� �rat�e v�i�� be se�p insi�� t�ie s�t� i� t�r�e �a�a�i�ns as sh��n �n T`�-1 a �'awe� ��a�e ##� is fi.�e firs� �� b� remo�r�d � N������r ��f�$. A ��� ��� �a�i�e ��a�ra� �c era�e wxl� �� s�t�u� or� �� �'�antag� ��aad 1��W. Ta��x ��'ar�e �#� wil� be r��o�� an� To�ve� ��a.�es �#� ar�� #3 w��� 1oe ����r���ured �t�i s�a�htly lan�er b��r�s �n f�ur �a ��r� �ta�s. �emav�� a£ �'�we� ���� # 1 ��I o�c� n��t i� D�em��� ���� �� will ta.�e t�r� �� �h�ee days. �'��as� se� �3rav�r�x�gs T�-4 ��. �"���. T�� 3 �� '��n ��bi � � �y�.r��l�� �x�x�e w�11 � � s et�p ia� � �n�ner on �r�nta�ge l�a ac1 R�� that d��s �ox �e�u�e � ��n� �l�suar�. �� add�t���g t�ne ���ai�� �r�ne used to �e�n��r� t�w�r ca�anes ��11 �� �o�r�� af�s�te af��r ���a� ��r� ha�s. T�� r�a���� �rari� w�i�1 �at st��r � t�� �t�� a���nig�t. � • . - �`���x �rane #3 is t�� l�s� cran� �� b e ��an.��r� �x� �V[a�c�i 2� � � a�nd. this �i1� �1so take tv�o � ta t�ir�� �a�rs. T'�e 3�Q '�'��n r���ile k��dr��l�c c�a�e v�rx�� �b� s� up or� `'LTi11a�� ���ex R�ad . � � f�r T���r ����e #3 r�ova� �� �v�x� ��t �� �x� ��� ��o�ta�e �.oad �t��. �'�eas� �ee . . � . �r�t�ri�� rI'C�-$. . .� �241 �arth F�on��ge �d t 5u�t� A � V��I, Cai4r�d� 8� 65? � Phar�� �70,479.75�� � �ex �70��79.���� � s��ar�sva�I.co�n ..., __., ...r._ .,_..,. ._M.....�..__ _.--.�.,.,,.w.,.r.._.....,w...__...�.__....._�.......�._._.....�,....�.....,�...� . _.. �.._.�..,�-� ....._._--,.____--�..._.......�.........��........_.�._._.�� ]�d�g� �f ]Pav�men� �r�.� '��xr� �an� ����r�fi�a��on: Th� �I ans s��� ��� �xisting �d�e �f �av�r�.e�t a� � da���d ����. � �ron� �f t�n� �r�,� ��, t�� �-7� South Fr��tage �.a�d x�.clu�.�s 2 vu�s���un� t�ra�g� 1ax�.es, X��nte� ��.�rn la��, � east�4�� ��ou�i ��nes, ��� � r�g�t tu� d�celerati�� ��.ne f�� Vil�ag� G�.�tex ��ad. T1�.e exi�t��g righ� tur�rx �an� ca.u.s�s dri�e� ���fus�at� be��use ��.e� #�nk �t �s �h� �ntra�ce �o t�� par�ng ga�a��, �vh1�h �s actu����r ��ae d�vewa�r t� t�e ea�� o�` V���a�g� ���ter Ra�d. �as� �� �. r�ques� fram t�� �'av�� af Vax�, �e cu.rcer�� ���T a����s �erx�r��t �o� vx��a�� ��n.tez �a�d i����.t�e� the r�u��re�e�t �� �lose th� �xxsti�� �astbo�ur�� ri�t �ut�n lan�. �'h�� work ��x�e �r� �r�n� af t.�ie I'����ct �ar�a. t� �� ���.���} ��1� �e d��in��t�d �� a li�n� �� ��cx�t� ����s�y} bar�`xers. fihe �Ia�s s�ov� t�� lir�� ��b�.�i.ers ����.t�d at �-��et fr�� th� �dge �� �� ��xstir�g �as���und ��urv��. X�a�, �� ��rd�� �� al��v�r a t���orary side�ra� ����r�� �� �ka� ��wn �f Vai�. �'�i� r��a�s t�at the �x�st�.r�� e���o�d r���� tu� �an.e �xri1� b� �l�s�d dr�.x��� p�o,� �c� c�r�stru�t�on, �n�l t��n �err�a��ntl�r c1as�� a� p� �� th� ���c�ss ����t �onstruc�iQn,. �� �t�.��r v�rards, �he c�n��ruc��on acti�it� �r�ll ���alement �e fna�� ��nfi�ur�.t�a� xequ�r� in t�e �T�Q�` Acc�ss ��r�.it. � _ � �ornmitmex�t to ��]��' It���.ra��� Requi��m��t�s: '��� �c�iari� �ar�� ec# w��I �tilx�e ��#��� a ��L�' �� ��I�' ir���r��e pr��raxn ��at e���d� �D�� xn�suran�e ���u���x����s, Tk�� ��lax�is �'xo� ect �L ��1x��r �v�l�� �� i� �xc�s af` �����r $ � � m���ia� �� $2� mf�li�n� r���ir�r�ne�t �u������ ux�der ���s�d�x�ti�� b� ���]'�. ��X��ad� ��pa�trnent �� �'rans�o�at�a�. vcr��l b� �isted �s a���t�ar�.�� �n�ur�d �n t�►e �xoj�ct �.sura�.�e ��ra�r�m ��rt�f�ca��. p�ease �al� Cerr�}r �o��, �alaris Pr����� Di����o�, �r T�� ��g� ��Iar�s l��ra��t Ma�a��� at �7�-�7��7��� �v��� �y quest��n�. 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I ' ' . �u�ar i� r��u�a�r �y �wi i�r, �,�� ��� � f��rtF� Fron�a�e �o�� ����� �� �� ��� ���t�[7�I��C �7, ��C�7 }w� V 4r� � � Y�■ * i �� R�: To�r�r �r�n� �n��y��� N�rr�tiv� Th� ��rrent �p�����h �� r�n�n�gir�� �h� �r�c��r� �f �h� �ol�ris str�ctur� is t� �se � �a1�a�ar�tivr� �f t�r�� taw�� �ran�s. �`h� ��v��r cr�nes w�l� �e u�il���d far th� h����on��1 ar�d W�r�ical m���m��� �� m�t�ri�l� re�t�ir�d ��r �II c�nstru�t�o� ��#i�ritt��, Th�s� a�tiv�t�e� in�lu��, b�� �r� �at ��mit�� to ����I �r�c�i�r�, �r��ast ����re�� �r���i�n, �s v�re�l as r�b�r� �tan� �nd o�h�r he�vy �at�rial ur�laa��r��. Towe� ��ar�e '� ��II b� ��ec#ed May � �, ���� �nd dis�ss�mbl�d J�nu�r�► � �, ��� �. �i"�v��r ��n� 2 �riil b� �r��t�� iV��y ��, 2��8 �nd �isass�r��l�d ��t�1��r 2�, �Q�B. T�w�r cran� � �E�'I �e �re���� Ju�y ��, ���5 and �I�sas��mbled IUiar�h 3�, ��� �. T�� Vlfe��z ��rr����y b�l�ev�� �hat �he �urr�n� �����a�� �f ���I���n� t�re� t����r �r�n�� �s. t1�� ma�t prqfi��i�n� �t��uti�n f�r �re�#in� �he st��l i�volved in #F�e ��iari� pr�j��t. Ya� v�ri�� s�e th� b�n�tit �f ti��s �ft�rr�at�ve �y ��an� �f ���� ���f sav�n�s �r�� ��sixiv� �ch���a�� i�n��ct. I�any di�fer�r�t fact��� ��r� �a��n int� �ansid�r�tivn �r#�i�� ��t�rr�i��n� ��� ���t �rrar���m��� f�� �h� �r�n�s, ir�ciu��rr� ��s� ��m������r�s, �ff��� �n #�e �v�r��l �ch�dul�, v�ror�c�bility, dufati�� of st�eE ���c�ior� an� pr����s ef�ici�n��. A�#�r v�r�rKir�� t�rough �h��� a�t��n� ar�� r�nn�r�� m�r�y di#fer�nt s���ari�s our r���m���d��i�n i� ba���l �n t�e fal���ir��. F�rst �f �II, the ��r�� s�ze� of �t�ei r��mb��s r�quir�� f�r �h+s pr�j�ct �r� dr�vin� th� n��d for a �I��r� ����� �� �� inv�lv�d. �r�n�s � ar�� 3 ��� ����l� �� b� �vcat�d �n�wh�r� �t�er fhar� �h�t�� prvp�sed lo�at��r� ��ca��e i� �vill in��rf��� w��h �rec�En� �h� s#ructur�, �r�m th��� la�a���ns �urren�ly propQSed th� cranes 2�re physi����y unable #o p�cl� thes� �arg�r r��mb�rs fr�m the desi�nated sta�ing ar�a. �ut �imp�y, a third ���n� �f s�m� sar� i� n�e�ed for � por�i�r� �f �h� �re�t'r�n prQr�ss. � . Ad�i�iana�ly, a��r��in� #h�e� �ar��� �irr��lf�r��ausly �rill �Ifaw ��� t� be�in � se��n� �r�c#�on �rew m�c� ���l��r, I�e����� ��a�� � rr�rtl� �i�k �t��l fram ��� tr��ks �n� f��� �t t� ��#h of �he ��h�� t�w$r cran�s �� the ��m� fim�, the s�c�n� �rev�r Es �ch�e��l�d t� b�gin �i���n t��r�#� v�v�rkin� d�ys �f st�e� �r���i�n b�gin��ng. �'h�s �►�I1 mak� #he �rection p����ss �� mu�� qui�ker �r�d Sav� t�� �wn�r r��rt�y. � Art �pti�r� whi�� wa� �nsid�r�� �v�� �sir�� a �rt����� �r�r�e, s��h a� � luff��, �s �n ��#�rr�at� t� th� �hird tawe� Gr�n�. V11��#� d�t�rm�n�d th�� usi�r� � m���l� cr��� �� �r� �[�err��te t� � th�rd N�3A1F�T'V dl1117 Ii1JTa�RiTY. q��aRi:Y �[�R pi�f1P� �. a�Q�'�]pMdN[`F W�T,H Aii4rlf 11'rF RFI iAq�� �� ���1Nf:-TFF#�N P�q�P�r'-7`��IP � N11R�1`�1R�N[; pRpfi[iNAI (ip�WT}I . ! . • . ' . ' �� . I i ' I • � �r - - ��- i ' i � �L � ; � � �► � � �.. � l � � �� �k �M � � � � �I� � ��. � �,� v.� ��w�r cran� r��uld �x�en� ��� pra�ec� �c����Ee r�or� th�rr si� r���r���s, �I�i�� wi�� �dd ���s#��'i#i�l ��st �� t�� �ro���t. P�rt a� ��t� i�s�� i� �h�f ��r ��y rnobi�� �ran� �� p�c�t �h� larger s��el mem��rs �f �h� ��I�very �r�c�cs, it wi�l n��� to be I�ca�ed up an fh� sf��in� �r�a, H�w�ver, ���h ���i" and �ovtirr� �f V��I �►ill not ��law any �qu��m��t t� be ���r�� �r�t�in �he ri�ht �f way �cansf�u��i�n s�agi�g are�}. �fi��� �rill r���ir� ��ily dawn��r�e af �� ta �� t�ir�ut�� ��� day sp�r►t �u�f m�v�n� �h� c��r�� �� �a th� s�agin� �r�a ir� th� mar�Fn� �r�d back �own in�o the hol� �v�r� n�gh#. "fh�s ��t��n is far t�� i��ff��i�nt f�r VII��t� to f�el ��r�nfart��le r����r��n�nding. Ar��ti��r op�i�r� can�ider�d u�a� �us# us�n� ar�e tQ�r�r cran� f�r �r�c���r�. 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