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C � � � � ��r � � � -�� � � --_ � i��� �i � i 0 r., � '�; U�� i_ C�� RESERVOIRS ENVIRONMENTAL, INC. page 2 of 3 � NVLAP Accredked Laboratory#101896 �� _ TDH Licensed Laboratory#30-0136 P �=-' �— - - — �'s �, li ��� TABLE PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME �_�� ; `,`1 ' ,��� ��-'' RES Job Number: RES 161093-1 .� Client: Tetra Tech(Ft.Collins) -r�WN �� ���� Client Project Number/P.O.: Manor Vail —��� Client Project Description: Building F (U280) Date Samples Received: September 8,2008 Analysis Type: PLM,Short Report Analyst:PDL I AJH Tumaround: 3-5 Day Date Analyzed: September 15,2008 s t on on ien a L Asbestos Fibrou ID Number A Sub �mP1e Physical Part ' Fibrous omponen Number Y pescri tion (%� Mineral � v�s�ai omponents (°�a) E P ; Estimate(96 % R 100 20 ND TR BF280.FL-101 EM 330028 A Gray grout 80 ND 0 100 B Gray/tan ceramic tile BF280.FL-102 EM 330029 A Grayftan ceramic tile 100 ND 0 100 ND TR 100 BF280.FL-103 EM 330030 A Gray granular material w/white plaster 85 ND 0 100 B Grayltan ceramic tile 5 Np 55 45 BF280.C-101 EM 330031 A White tape �0 Chrysotile 4 TR 96 B Cream compound �5 Ch sotile 7 TR 93 C White texture wl cream paint 70 Trem-Act TR �5 85 p White/tan drywall 25 Chrysotile 4 TR 96 BF280.C-102 EM 330032 A Cream compound 30 Ch sotile 8 TR 92 g White texture w/cream paint 45 ry Np 20 80 C Whiteltan drywall 20 Chrysotile 4 TR 96 BF280.C-103 EM 330033 A Cream compound 30 Ch sotile � TR 93 g White texture w/cream paint 50 ry Np �5 85 C White/tan drywall 3 Chrysotile 3 TR 9� BF280.DW-101 EM 330034 A Cream compound � Np p 100 B Cream paint 90 ND 10 90 C White/tan drywall ���� Shene � 0'Blla Due: NI�Nona Detx4ed 2o0eAe.te t2:08:t1- TR=T�ace.4%Visual F�timete ---eMee` �+ Tram-Act=Tremolite-Actimlite ��d se��(i e.���e) Uata QA Nda:Fufther e�1}'sis by TEM ia reoommended for orgenicellY ' if PLM results ace<1%. i RESERVOIRS ENVIRONMENTAL, INC. page 3 of 3 � NVLAP Aaxedited Laboratory#101896 TDH Licensed Laboratory#30-0136 TABLE PLM BULK ANALYSIS,PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 161093-1 Client: Tetra Tech (Ft.Collins) Client Project Number I P.O.: Manor Vail Client Project Description: Building F (U280) Date Samples Received: September 9,2008 Analysis Type: PLM,Short Report Analyst:PDl/AJH Tumaround: 3-5 Day Date Analyzed: September 15,2008 on s es s n t on ien a � Sub Asbestos Fibrous Sample ID Number A physical Part ' Fibrous omponen Number Y o � vis�ai omponents (%) E Description (/o) Mineral ; % ; Estimate(°� R p 100 15 ND BF280.DW-102 EM 330035 A White paint 35 Chrysotile 3 TR 9� B Cream compound 50 Np TR 100 C White compound 5 Np TR 100 BF280.DW-103 EM 330036 A White compound �o Np p 100 B White paint �p Np 97 3 C White tape 30 Ch sotile 3 TR 9� D Cream compound w/cream paint 45 rY Np 20 80 E White/tan drywall Dlgitaly slgned by Sheree O'Blia Date: - ND=None Datected 2008.09.16 TR=Tcace,<1%Visual Estimate --�1z:08;»' �. 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I 2g0 - + I ' I _ __ _ �r.1S'CALL tJ�I�J 5T� `k�sT `PER AT7�1�1E'P � i � - - � ++ E NG I IJ�ETZ�S ��IIJG• I1 � , �r � I � , _ = ` � � � � �� � I � - �X�;'' � �� D i � � N � O ' � �. �;� n � i � � ;� ���a � L_ ��s• a�-� f L- � � � � . — — — _ _ - T�W�� �� �,s��t� M � �<< _ � - . �.v�.=v____._�_ _ __.__. � � � � . � � I I ��� , � ��__JL_� - —— — jI �a OW11 Of �/c71� ! � 0� � � ; �OPY � � ��_ 1 �a �� � !� 8 � , ' �� �` - , ` � - � Q � { i �,�. ►v sot� Tc�� a-� c�� �. � � t�.0 ��v� �a i �.- � �8O - � �/A.�� l-�c�E fr�lpF�VcMErIT� � l�l�_ �� -i � ,i � i � �\ , Vail, Colorado , Denver, Colorado i` Frisco, Colorado - Monroe 8� Newell Engineers,Inc. STRUCTURAL DETAILS � AND � GENERAL NOTES FOR UNIT 280 INTERIOR RENOVATION AT MANOR VAIL LODGE : VAIL, EAGLE COUNTY, COLORADO �_ DESIGNED BY: DATE: MONROE&NEWELL ENGINEERS, INC. September, 17 2008 M&N#7746 �0 R��'`�S . O�� �P.3'A;'•�':c y�' ' ' r�'q �..•��= �Colorado - A Component af The Arr�erican Instidrte of Architects i .�e: Platinum Sponsor L `•. �. .:-- 15�onsecuCrvp Yeari www.monroe-newell.com �:'!. 70 Benchmark Road • Suite 204 • P.O. Box 1597 • Avon, Colorado 81620 ' (970) 949-7768 • FAX (970) 949-4054 . email: avon�monroe-newell.com � roe & Newell JOe����� �� � u � I� �� . Mon Engineers, Inc. sHEET"o. ' oF CALCULATED BY �� DATE � v ` �� CHECKED BY DATE SCALE �'T l [ ( VJ . :.............:............<.............._........._ ._. _ _... ... .--- . � � , . . � ' ; ; i ' ..:.... .._..-... .._�... i ......... ....... i D : t�� T� : � _. .. ..... .... .... .._. . ._ _._..._ ..... . _..._...._._......__.........................__..........:...........:._..........:.............;.P . -. - - _......._�.._......................:......_...._........._.,_........._,._.._......_.. , . 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': : . .:_, ' i.... ...._... ..:.... ; , _:... :... ....:.... ...:.... ...:..........:.....s<. ; _.. ...... .... ` ' � .jl�[;.... ```; , � _ �_...... .;.. ..,. ...............:.. - ; . ..... � .. .._ _ . _..:. ...... . _.. � .l� � �T �� : a ; :... ..3.. , , : : ,.. _ _ ;.. . _ _ --. _ ._ _... _____ __ _._ �.:. : ;. _ � � _. ;.. �Pt�� ��o�:U �ti4 �T�� L..� _ _ .. � � - . _ , � _ _ _ _ �. : - � _ �. ...� _ _ :. : . � : _� ;. _... 3,� �i __. � ` Q . , �� ����s O� �C. .s�o ��`P . v;. ,y'; PROJECT: MANOR VAIL UNIT 280 INTERIOR RENOVATION =� c<';m M&N#7746 :�. DATE: Wednesday, September, 17 2008 �,�; GENERAL NOTES ,�' ��}' - r t. ' 1. LIVE LOADS USED IN DESIGN: ' A. ROOF 100 PSF � � � B. TYPICAL FLOOR- RESIDENTIAL 40 PSF � C. TYPICAL FLOOR—PUBLIC 100 PSF D. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. E. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2003 EDITION. ' 2. TESTING. INSPECTIONS AND OBSERVATIONS: . A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. ' � STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE � CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL � � INSPECTIONS"AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL � BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS � � � SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION ' EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT - DURING WELDING OF�HE FOLLOWING ITEMS, PROVIDED THE MATERIALS, � WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE ' MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5116" IN SIZE. c. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. 3. STRUCTURALSTEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI)AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST - EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. 2 i ' , B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE � LATEST PROVISIONS OF AISC"MANUAL OF STEEL CONSTRUCTION." � D. EXCEPT WHERE DETAILED OTHERISE, FABRICATOR SHALL SELECT STEEL • CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL"WITH A325 N BOLTS (OR WELDED � . � EQUIVALENT)TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN - LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60%THE TOTAL UNIFORM . � LOAD CAPACITY PER AISC"MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN THE BEAM � AND THE SPAN. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. - F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. � � G. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL ' STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT � - � LATERAL SYSTEMS AND DECKS ARE IN PLACE. 4. WOOD . • A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2"THICK-4"TO 6"WIDE (WALL STUD ONLY) STUD Fb= 700 PSI 2"TO 4°THICK-6"AND WIDER NO. 2 Fb = 900 PSI 5"THICK- 5" AND WIDER NO. 1 Fb= 1350 PSI � NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETINE USES PRIOR TO ALLOWABLE STRESS INCREASES. , B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER). C. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. ��Q O �C;�s D. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS Q�`•�'��� ��SA.,��C. CAPACITIES: Fg = 2800 PSI, E= 2,000,000 PSI, FC= 750 PSI, FV=285 PSI. BUILT UP O:'� ���� '���.� MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' �'Q � RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR 5 1/4"WIDE MEMBERS. � �� 5. NON-STRUCTURAL ELEMENTS � A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. 3 .. � ' ' S . . , B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 6. GENERAL ' A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER , , ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS � AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON , � ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR � SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF - HIS ITEMS. C. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITECTURAL DRAWINGS. D. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. �'p�.. sAs�.fi o;�� �:,�'�, �: ;� � s 4 � ' 2�rra � - �•� - - . _ _ . � � � �_ � 1 1, - G�IL.INf� -��T �=t�2�M , � � � L.��r��G TZao M� �� I-�b,LLS . ( r���,o�� t�E�1 , „ � ���� 5 �� i�i� � � � /a �RYW�.LL. . 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