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Home My WebLink AboutB14-0240_S102_1414509600.pdf ott OF kit kit .4415:411 1.9 . ity14110(Veil O 0 0 4 0 6 0 8 8.1 9 ird mi 1 / 25'-11Yi-± 26-0"± 26'-0"± 24'-11Y2"-± 10'-OY2"± 24'-11Y2'± 24'-11Y2"± 2'-10" 22'-2"± WI ft4) I I ' I I I I I I I 10/28/14 © \ - - - - - - - - - - - - - - - - - - - - - \ p L _Ir 1r 1L _I I II I I I I I I I L J _ J I I _+I I- -11- 7 I +1 design o, L _I_II_ _1 o, a- r 1 r 1 a- I II I L _11_ J 0 \ - - - - - - • - - - - , - � r 1 LJ LJ - - 0 r 1r 1 LJ r 1r T I - - \ I II I I I I II I I I II I I +1 J L J L J L J L J L J +1 Heery International 1 r 1 1 r- 1 r 1 r 7:0 555 17th Street, Suite 500 io II I I II I I II Iio J L J L- J L J L J L J Denver, CO 80202 1 r 1 r 1 r 1 r 7r 7 720.946.0276 ® - - - - - - - - - - I - II _ I _ - I _ II _ I I II - 1 - - - - J L JL J L J L J L J \ 1r 1 r 1r 1 r 1r 0 I I I I I I I I I I I project number I I I J L J I I L J L J I L J L J I I 1r- 7 r- 1r- -I r 1r 1 r JL JL_ JL J L J L J r 13026 01 1r 1 r 1r 1 r 1r 7 N II I I II I I II I N J L J L J L J L JL J 1r 1 r 1r 1 r 1r 7 I II I II I I II I VA I L VA L L E Y J L J L J L J L J L J ® \ - - - - - - - - - - - 1r - - - r _ 1r _1 II - - - - \ +I 11 1I ' I I II - J +' MEDICAL CENTER J L J L J L J L J L J � 0 m\ - - - - - • - I- -I - - I- -I I- -I - - I- -I - - - En - - - `�\ LJ LJ LJ LI LJ 0 1r 1 r 1r 1 r lr ,, JL J L JL J L JL J r CATH LAB 1 I 1 r 7 r 1 r 7 j-- , I II II I I II I I II II II I 0 J L J L J L L J L J \ - - - - - - - - - - - I I I - - I - I 1 _ _II r -1 1 - -1 - - - - \ 0 II I I II I I II I J L J L J L J L J L J r 1- E 1 r 1- E -I r 181 WEST MEADOW DRIVE 1 1 1 1 1 1 I 1 1 1 I (N) 14"0 OPENING THROUGH (E) J L J L J L J L J L J 12"x 62%2" CONCRETE BEAM IN VAIL, CO C E C C C C J C C J� 3RD FRAMING ABOVE. OPENING +1 1 r 1 r 1 r r -i r ELEVATION = 72'-2" +1 Ic) I I I II I ' I I II I I II I 1 1 `I owner's project number I, J L J L J L J L J L J� I� 1r -1 r 1r 7 r -,r -I II I I II I I II I J L J L J L J L J L J r 1 (E) CONCRETE r 1 r 7 r r 7 II COLUMN I II I I I I I consultants/construction managers J L J L J L J L J L J O \ - - - - - - - - - - � , - - LII r D _ _ rl� - - - L' - - - - \ 0 STRUCTURAL: 1 �J LTJ LTJ LTJ I 1r r 1 r 1 r -i r ; STRUCTURAL CONSULTANTS INC. 0 io II I I II 1 I II I ,n 3400 EAST BAYAUD AVE., SUITE 300 J L J L J L J L J L J \ _ _ _ _ - - - - - - - r - 1 - - r _ r _� C 1 r _ i� _ _ _ \ DENVER, COLORADO 80209 II 1 I II I I II 1 I- 1r lr lr lr 11- 11- 1r _ l 303.399.5154 J L J L J L_ J L J L J 1r 1 r 1r 1 r 1r , MEP: II I I II 1 I II I I CATOR RUMA & ASSOCIATES, CO. I 1 I IL JL J I I L JL J I L JL JI 1 r 1 r 1 r 1 r 7r 7 896 TABOR STREET ii I I II I I II I LAKEWOOD, CO 80401-4700 _11_ J L J L_ J L J L J +' r r r r +' 303.232.6200 JL J L JL J L �L J a 1 r 1 r 1 r I r II INTERIORS: II J L J L JI 1 J L J L J GALLUN-SNOW 1920 MARKET STREET, j L J L J L J L J ,_ SUITE 201 DENVER, CO 80202 _ — I ,L JL JL JL JL JL JL JL J 303.433.9600 O \ - - I LII I I I I I II ii 1 II II II-M-1— - - - - - - - - � - I II — II I I - \ O I II II II I I I II II II II II II II (E) 4�2"+12" DEEP MILD _ - REINFORCED CONCRETE r seal/signature I II II II I I I II II II II II II II PAN JOIST SYSTEM I II II II I I I I II II II II II II II I r - lr II II II II II ?r - r r - 1nr - i I r - lnr lr lr lr lr lr I r - 1nr � 1-11- 1 r - -11- 1 1 1 % �R C�c . _ I I I I I I I I I I I I I I 11 11 I I I I I I �a ��pFR �.;�°�, / I I I I I I I I I I I I I I I I I I I I I I I I 3� �' '7 I II II II I I I II II II II II II II I ii I II II II I I I II II II II II II II 1 E NOx22 -r, �+ �m 13819 "'+ i +1 L _ JL _ JL _ JL _ J L _ JL _ JL _ JL _ JLJL _ JL _ JL _ J L _ JL _ JL _ JLJL _ JL _ JL _ JL _ J I + F;9 --7.I E`;' " r - lr - lr - lr - 1 r - lr - lr - lr - lrlr - lr - lr - 1 r - lr - lr - lr1r - lr - lr - lr - 1 I '1��`' *•...• '� C`' ' N1 I I I I I I I I I I I I -N �titi 1.,451/01111k1- I I I I _ 1 I I - (_) W10 x 22 issued for date 1 I I I I I I I I 1 1 I CONSTRUCTION _ _ L _ JL _ JL _ JL _ J L _ JL _ JL _ JL _ JLJL _ JL _ JL _ J L _ JL _ JL _ JLJL _ JL _ JL _ JL _ J L _ JL _ JL _ JUL _ JL _ JL _ JL _ J L _ JUL _ J L _ JUL JL JL JL JL JL J L JULJ L _ J LJL _ JL _ JL - J - DOCUMENTS JULY08, I I i I I I i -I _ 2014 L _ J L _ _L _ J L _ J 0 \ - - - - - -11 - - - - - - - - - - - - - _ - - \ 0 EF item date (E� 61' 4• O 1 PLAN REVIEW 07.08.2014 1 , I , I , I I , D \ - - - - - - - - - - - - - - - - - - - - z - - \ p -rr - ir - it - ir - 1 r lr lr lr lr lr lr lr 1 r - lr - lr - lrlr - lr - lr - 1 r - lr - lr - lr1r - lr - lr - lr - 1 r - lr - lr - lnr - lr - lr - lr - 1 r - inr - i r - inr , r ,r , r lr , r 1 r , nr ,r , r ,r , r 1r- -I II II II II II II II I I I I I II II II II II II II I I I I I 1 1 II II II II II II II I I I , I 1 1 1 11 11 1 I +11 II II II II II II II Ir I I I I I I +1 .o I II II II II II II II II 0 b I II II II II II II II I I I I I I I o N I II II II II II II II I I I I I I I L _ JL _ JL _ JL _ JL _ JL _ JL _ JL _ J L _ JL _ JL _ JL _ JLJL _ JL _ JL _ J L - JL _ JL _ JLJL _ JL _ JL _ JL _ J L _ JL _ JL _ JUL _ JL _ JL _ JL _ J 1 1 r - lr - lr - lr - lr - lr - lr - lr - 1 F - 11- 11- 11- 11-11- 11- 11- - -1r - lr - lr - lrlr - lr - lr - lr - 1 r - lr - lr - lnr - lr - lr - lr - 1 1 I II II II II II I II I I II II II II II II II I I I II II II II II II I I II II 11 11 II II II I L _ JUL JL JL JL JL JL I L JUL JL JL JL JL JLJ II II II II II I 11 I I I II II II 11 11 II II I I I I II 11 11 II II II I I I II II 11 11 II II II I I I I I 11 11 11 11 II I 11 I I II II II II II II II I I I II II II II II II I I II II 1111 II II II I I L — J1 O \ - - I II II _ II II II _ I II I _I II II IL II II II _ II I I J II II II _ II II II _ I I II _II II II II _ II II I �L _ JUL _ J _ _ - - - L J L _ J L _ J L _ J - - \ +1 I II II II II II I II I I II II II II II II II I I I II II II II II II I I II II II II II II II I +1 0 k I 11 11 11 11 11 I 11 I I II II II 11 11 II II I I I II 11 11 II II II I I II II 11 11 II II II I 1 _ ?" 7 L _ JI 11 II 11 II 1 II I _ I II II II II II II II I I I II II II II II II I I II II 11 II ® 11 II II I _ _ 1 7 B \ - _ _ -11----I — L _ J — = IL -IL I — _ _ T�nr - 1 _ ir - it - , r - 11 I I -nr - ir - ir ---r - ir - ir I - - - \ B I I I I I I I I I ) I PHILLIPS AD7 I I UNIVERSAL I I FLOOR PLATE I 1 +I WT = 1693 LBS I 1 +1 O L - JUL - JL - JL - JL - JL - JL - J L - JLJL - JL - JL - JL - JL - JLJ b 1 r Jnr - 11- 11- 11- 11- 11- - -1 r - inr - 1r - it - 1r - it - irl 1 OI I I I I I I , I II + I I Q I I II I I I I (N) 18"x 36" LOUVER THROUGH N I I II (E) NON-LOAD BEARING MASONRY I IWALL, BELOW (E) CONCRETE o 4' 8' 16' _disr— BEAM IN 3RD FLOOR FRAMING _ ABOTVE.EL N WgDE (N) 3-L3%2 x 3%2 x%a SCALE:1/8"=1'-0" A \ - - - - - - - — - - - - I_I L _ JLJL _ JL= JL _ JL _ JL _ JL _ J L _ JLJL _ JL _ JL _ JL _ JLJ_ - - \ /� Obi I I I I I I I I f-, FCU WT. = 1726# ON 4" THICK CONCRETE HOUSEKEEPING L PAD 1— f 1 I I I s 25'-11Y2± 26-0"± 26'-0"± 24'-11Y2"± 10'-OY2"± 24'-11Y2"± 24'-11Y2± 2'-10" 22'-2"± key plan 0 0 0 4 0 6 0 8 8.1 9 sheet title 2ND FLOOR FRAMING PLAN ,8"=1'-0" PARTIAL SECOND NOTES: FLOOR F RA M I N G 1. BOXED NOTES INDICATE A TYPICAL CONDITION UNLESS NOTED OTHERWISE. PLAN 2. CORE DRILLING 6"0 OR SMALLER MAY OCCUR IN PAN AREAS BETWEEN JOISTS. 3. (E) INDICATES EXISTING CCONSTRUCTION. 4. (N) INDICATES NEW CCONSTRUCTION. 5. NEW OPENING LOCATIONS THROUGH EXISTING PAN JOISTS OR BEAMS MUST BE SUBMITTED TO ENGINEER FOR REVIEW. PROPOSED LOCATIONS MUST BE CONFORMED BY NON-DESTRUCTIVE TESTING. sheet number 6. INDICATED LOADS WERE FOUND IN PHILLIPS HEALTHCARE DRAWINGS DATED JUNE 19, 2014. S102 This document is the property of Heery International,Inc.and Heery International Inc.retains all MAR Author BRW Checker rights therein,including copyrights. It may only be used in a manner consistent with Heery International Inc.'s rights while Heery International,Inc.is providing services for the specific project Copyright©2013 by Heery International,Inc.all rights reserved. identified or referred to herein or extensions thereto. It may not be used for any other purpose WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42" except with the express written agreement of,and compensation to,Heery International Inc.