The URL can be used to link to this page

Home My WebLink AboutB07-0011 Plans pages 102-1514'- TIVZ - 8" 1 3� - 4' 4� - 0" Z - 0', 9 11 2' - 0' ��Cr i� 0" � 0^ 47 6- 8'- 6" 14'- 0" V - 0"-t 0 111, 1 1 -0 1, 2 6' - O'� ` \ | EA 28 30 27 29 31 32 ELEVATIONS SHOWN Ow THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS DATUM RELATIONSHIP IS AS FOLLOWS LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR 03.29.06 0 05.09.06 Final DRB sub 0xi2 BASEMENT 36-0" 86 (E) W11x12 0 12.27.06 | NIA | 10x 8045-7 3/16" (8045.60') 0 C� | | | IST FLOOR 50 100 8055'-13/16" (80551U) Clarification Revised A 12.14.07 Permit sheet number THIRD LEVEL PLAN S 21 13 IV j vE) mm .. � , / / | ..L� i I ,ox, ELEVATIONS SHOWN Ow THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS DATUM RELATIONSHIP IS AS FOLLOWS LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR 03.29.06 0 05.09.06 Final DRB sub z BASEMENT 36-0" 86 8041 (804110') 0 12.27.06 BASEMENT LOFT NIA 90 8045-7 3/16" (8045.60') 0 C� 3: 0 IST FLOOR 50 100 8055'-13/16" (80551U) Clarification Revised A 12.14.07 Permit sheet number THIRD LEVEL PLAN S 21 13 IV j | | X �, I ui �U— Y—i (E) WI0xI5 (E) WlOxl5 (E) W10x15 (E 10x15 IT C11J EXTEND POST 4'- 1 1/2" PR I'M E W10X 3.52 CD ' 12 j ' W10x12 CN ____A W10x12, CD CD GA M cli =D M A l9k i6kl 6 1 21 k 59k 100 J148k 17k 15k (N JW12x22 110C I., 28k 28k CD 27k 195k 74( 28k 30k 146k 54 Sl L0 S5114 7 F.7 CD CD CD to Ln Ln LO to F.52 71< W12x3O f -k I I I I I L, � � - I I — FLOOR EDGE CD W8X`l0 @SLOPED 1 47k J3 1181 2 E.6 LO M CD H [81 12k A R9 .'15k 2x 2UN12X22 24k W16x100 187k UP EXTEND POST 4'- 1 1/2" 1 C R Ln W12XI6 181 -1 ABOVE T,OrS, FOR DECK C6 - (2) PLACES WALL wl0X12 CD 37W F Q2 OPEN zo S5.23 ET 06 (2) PLACES W10 12 Sim co .51 4G i 31 1�41 tw 143k 5 4 Jk UF7 C�3 13 .� �YV : S5.23 WALL (4) PLACES | | | | |o / 3 - -0"| ' | r'53/4 15' 0" | |/ 7 0" | x i''011 14' 0" V 4 (8.7) 10.8 (�12. 1 / 2 / \ 4 5 / \ 7 / \ 9 /\9.5 /\|0. /\ || /n15 \ 13 / \14,2 / \ 15 / \ 17 / \18.3 / \ 19 20.6 / \ | lrLJ|[JF� LEVEL PLAN | | >|[�� L�-H��_ F�/�U� ljs r-0 THIRD LEVEL NOTES: �~- i, TOP OF STEEL ~ 121'-5 311 UNLESS NOTED OTHERWISE. 2. FLOOR DESIGN CRITERIA: Du ~50pop SUPERIMPOSED 0L~40PSF LL ~ 40PSF LL DEFLECTION L/600 TL DEFLECTION L/240 3. STRUCTURAL DECK |S2"x20GA COMPOSITE METAL DECK PLUS 2/12^NORMAL WEIGHT CONCRETE (4 |/2^ TOTAL THICKNESS) 4� DECK SPAN DIRECTION INDICATED THUS: ON PLAN 5. INDICATES EXTERIOR DECK x, INDICATES MECHANICAL nvxC UNIT BELOW pLo0n 7, ~~ _^INDICATES STEEL BRACING ABOVE FLOOR =--' INDICATES STEEL BRACING BELOW FLOOR x ARCHITECTURAL FLOOR PLAN |S SHOWN FOR FLOOR ABOVE. A, ALL BEAMS ARE SPACED AT 0''0^ uwLs8S NOTED OTHERWISE, U C ^~~~ Ile 137 main street, suite GVO4 box 5055 odwmr4u.colovmdo 01832 970.828.2622 U) date DRB sub UJ for contr 03.29.06 0 05.09.06 Final DRB sub z UJ 10.23.06 W 12.07.06 0 12.27.06 Stl Mill Order 3 01,10.07 U) LLJ > 4 0 C� 3: 0 W UJ J 04.23.07 Clarification Revised A 12.14.07 Permit K � ~r 2'- 1 Ir" 0 � 3. 22 3.1 2 .5 24 * 28 31 32 job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01,10.07 Stl Mill Order 4 01.15.07 Permit Set 01,29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised A 12.14.07 Permit sheet number THIRD LEVEL PLAN S 21 13 IV j 2 �Y(4 5 6.9 7 9 9.85 4'- V 2'- 8" 3'- 4" 4'- 0" 2'- 0". ( 9 1 - , 2'- ym C 101-01 5' 0` 1 �0` �� |�� 13 14 *L.| �� 16 ( 20 / �� \ |.� / 1* 0" r'0�,Z "^ ,� | � .| / 1�� ~�� \ / '�� \ (c/ / | \ u� � / \ ^�� \ � r 0^ »^| | | | | | | | ! | ELEVATIONS SHOWN 0w THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS DATUM RELATIONSHIP IS AS FOLLOWS LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR 03.29.06 interim 05.09.06 Final DRB sub 06.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Sti Mill Order 3 O11[iO7 Stl Mill Order 4 01.15.07 Permit Set 01�29.07 Stl Detailing Cy Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised 12.14.07 4u�� PonNt | | � w' 0" CD (E])O (E) 12K3 (E) WIOxi2 (E) 11'14x22 - 20k - k Oki (E) W18X35 .(E) W Ox22 —17k- —(E) W16x26 k i(E (E) Wl8x40 (E) W21x44 $5,14 ' p CD CD o PN <D A F7� OPEN W I Ox 1 2 1 7 C0 G.6 W I Ox 1 2 G.5 CD C 10 .28 OPEN ELEVA Ln CN pi _W I Ox22_ WlOx22 I- —(: Ln F.9 IOX12 VV10x12 ET ET 46k 65k 55k 8k 6 1201 i8k J, 38k UPI J C6 �2 !�P K OPEN 106k S5.23 W12x3O [ 22k - Wl2x3O [121 47k', i3k l5k [81 Ilk 13k P 1101 181 l3k, —A CID W12X53 LO W12 53 1181 OPEN (.0 tw,OX12 CN 06 (2) PLACES Sim 6 IM 1 1 40 1 S5.22 CA S5.23 Wl0X12 S523 NVT2X26 c; I Ub (2) PLACES (E) W12X22 C � 11 8 r126 kc I tUN C114 S-5,23 A 25 (28 30) zo 28 30 24 ('27 29 31 32 3/8 | | 6' 8" 2-2i^4" 0 C: ^~�^ 4w 137 main street, suite GOV box 5055 odwmvdu 81632 970,9282822 FOURTH LEVEL PLAN | ��r�i | | /_c_v�-�- ,/_r�|w 1/8 FOURTH LEVEL NOTES� i TOP 0F STEEL ~ 131'- 11 3/4^ UNLESS NOTED OTHERWISE. u FLOOR DESIGN CRITERIA � [L ~50 pSr SUPERIMPOSED DL ~ ouPSp LL~40P«F LL DEFLECTION 5L160O TL DEFLECTION <- L/240 3� STRUCTURAL DECK |S2^x20GA COMPOSITE METAL DECK PLUS u1/2^NORMAL WEIGHT CONCRETE (4 1/2^ TOTAL THICKNESS) 4� DECK SPAN DIRECTION INDICATED TnV& ON PLAN. 5 INDICATES EXTERIOR DECK x INDICATES MECHANICAL xvAC UNIT BELOW pLo0n 7� ~ _--INDICATES STEEL BRACING ABOVE FLOOR INDICATES STEEL BRACING BELOW FLOOR 8. FOR ROOF PLAN N0TES, RE: S221 0. ARCHITECTURAL FLOOR PLAN |8 SHOWN FOR FLOOR ABOVE. U !o. ALL BEAMS ARE SPACED xTV'-O^ UNLESS NOTED OTHERWISE,U (1) 0 z LLJ W 0 r) U) UJ W J 0 w LLJ J r) TM U) 0 job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 06.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Sti Mill Order 3 O11[iO7 Stl Mill Order 4 01.15.07 Permit Set 01�29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised 12.14.07 4u�� PonNt sheel number FOURTH LEVEL PLAN S2.14 � 1� 3 6 2 4 5 (4.2 4' -1" 2' -8" 3' -4" 4 -0" 2' -0' i I I 4„ L8� I I I N M (L (G.5 0 6.9 7 B.2 9' -0" 2' -0" 3' -0" 10' -0" I 5 58" 9'- 6 3/8" I 10 9 9.85 11 1 9' -p 12 13 14 12 4' 5' - 61 8' - 6" I , mly oo 14'- 0" 1 0" 2' 0" 1 l i I 20 19 18.4 1 0" 2'- 0" 6 0" I n22 2�i 7' -p" X25 28 30 24 27 29 31 32 I I 4' - 0" 3' -6" 2' -0" 2' -82' -21/4" { 1' - IT I I I I ( I I ( I 1 I I I ( 1 I 1 I { I I 1 I I I I I I 1 I I SL PED ROOF SUPPORT @ th FLOOR - TYP ( J ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS DATUM RELATIONSHIP IS AS FOLLOWS. LEVEL SUBBASEMENT ORIGINAL CONST 32' -0" NEW CONST 82' -0" NEW REFERENCE ELEV 8037' -1 3116" (8037.10') FLOOR TO FLOOR BASEMENT 36' - 0" 86' -0" 8041' -1 3116" (8041.10') 05.15.06 DD Set BASEMENT LOFT NIA 90' -6" 8045' -7 3/16" (8045 60') 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 1ST FLOOR 50' -0" 100' -0" 8055'-13/16" (8055.10') 02.23.07 Construction Set 04.02.07 2ND FLOOR 61' -9" 111' -9" 8066'- 103/16" (8066.86) - 12.14.07 9 Permit I 3RD FLOOR 72' -3" 122' -3" 8077' -4 3116" (8077.35') 0 u2 4TH FLOOR 82' -9" 132' -9" 8087' - 103!16" (8087.85') 0 5TH FLOOR N/A 142' -9" 8097' -10 3/16" (8097 85') 0 ROOF NIA 152' - 2" 8107' - 3 3/16" (8107 27') 3 (E) W12x19 1 (E) W12x19 (E) W12x19 (E) W12x19 I C? v I I I d (E) W8x10 (E) V 8x10 (E) W8x10 1 (E) W8x10 I - I- -I -_._ _ M c� (E) W8x10 (E) 8x10 (E) W8x10 <s (E) W8x10 -r CV ic� x mot- <r -a- Y � � -a- �- �,- �,- Y � x C2 CO co x (0 CD CD Y Y Y Y C C.O 7: Y Q co O C CD co co fl co (E} W8x10 r co w cD co (E) & w co Q0 ca (E} W8x10 <- 1 9 co co co (E) W8x10 - D I - c' ( w w w w T^� w w w w w d 14 uw I u' w w w � w w � W uJ � co rF r rF rF -- r - - I A - (E) W10x12 I (O x ID I CjO (E) BRACE (E) W10x12 (E) W12 x26 - (E) W10x12 - {E} W12x26 (E) W10x12 (EJ W 12x26 E) W 10x12 - {- _ K {E) T.O.S. 139' -10 112" w w -(E) W12x26 --- -�-- _ N N N d o 0 0 S5.11 143'-4" I Y { <r o 0 0 0l o _o O o 1 - w �, w j co cr> M c - n j< lLJ C7 M C*> -X W liJ W i *') C'7 (-*) ('`) Co � � C'�i Co M M x W 11J �x C " J (E) W1OX12 W 0X12 N N N N N N N + N N N N N N 1 N N N T- (E) W10x12 (E} 2x14 - r {E) W10x12 - (E} Wi0x12 _ - w I w - w - w �u - w w - w w - I - w - !L -r- w I - - - .� r--1 -- J S5.11 S5.21 S5.21 S5.21 55.11 S5.11 S5.11 S5.11 S5.�1 S5 11 S5.11 N W10x12 (E) 10x12 (E) W`l0x12 (E) W10xi2 (E) W1 x12 (E) W10x12 (E) W10xi2 { (E) W10x12 (E) W10x12 ( i X - - o T.O = 143'-4"± F x x ` x Y S5 21 SLOPED ROOF ° S5.21 T O.M = 146' 8 "± k TYP U.N.O. ( S5.11 I o I o o 1 RE: S2.21 ° Q S W16x50 W10x12 �' W16x77 W1OX30 W10x12 S5.14 SKYLIGHT W1 x 012 144' -1 1/2" 59k ( 75k 61k 42k 18k 26k 43k I 57k27k I 32k I 47k 65k 19k ( co { }_ s .. M _ W .71 18x175 W1 xi9 W16x77 - r (146' 1 112) .. //��\ I Y Y Y Y OPEN N d L • ` CO l(� Q7 67 N N N j . r •. W10x12 to F o L' r r t 5 N N I ' 1 ( S5 23 � S o o u n o o STAIR A q , 0,, .� _...K..._ 0 0 -X X j C� c" N ROOF o �..� I j."..". S5.11 _ G cv N N <t Ln ' " ' n �r 4 - 9 5 - 2 112" C? <- <- <- c_D .. ". I. W10x26. ° I u 15k W10x22 1121 16k 4'- 3 " 3„ XT53 � � � - Cl..._.. W10x12 ( U1 #10 x12 9 <- G 52 4' 6 „ I Y N S5.12 6 0 6 p,.l N O o N WtOx12 �' o d cD v o - - - l- - - � X G.6 1 ro g �, o T x G.51 <- N CD �^ Y Y CD ' o �c STAIR CD ° �k�53 . _ o_ °_ �o °_ / o cp c I co W12 � c �> f W10x12 (6J i5k ,, x3U s-. 5k UP r I STAIR I A CD r GA 29k \ N cw 1 °� rn S5 23 - G . 39 9 W 10x19 [ ' _ x N 16k _ �16k o o G.3 G.23 0 o I ..�""�� OPEN 12k W10x12 ( '� 4'- 2" 6 " 5' - 3 1/2" 2' - 0 112' 5' 6„ / _G..._.. 3' 10 112" m ; F9 S5.14 4' 6 118" 4' 11 718" 1' 6 314" - C - N G.18 _ - - N 1' _ 0° (" 1' - 0" 3' - 8" 4' - 10" 5' 9 3/4" 4" - 5 114" 5' - 1 112" ....... OPEN Ln cam` o W10x12 W10x12 3' 6114" 3' 0112" o S512 G.09 - - - - o N o N N t� N N N o 0 2' 9 314" G 1 N _. �" 123k 25k 17k I J J k 93k 22k 19k 19k (161 31 k 42k Y Y (22j 25k r `� W16x45 N s u - W10x39 1q� W1 106 °� °D W14x39` r W10x68� d S5.23 o v - 72k . W16x45 (281 29k < 77k W1Ox26' 18j� _ G C ? r Y 1' Y �C Y 1 Y s Y �' ,G <v cv B W10x12 10x12 W10x12 t I o o X a <° `� a `° ti < c2 a N _o _o N I F. r o T WIOx12 x UU10x12 x cv ( I o 31k W1012 _ 5k { .i W10x12 - - - 1' _ 0,1 - F.7 1F W1 x12 - - - W12x45 I - _ - = - 3' 0" 4' 6" 6' 0" 5' 9 518" 3' - 10 78" ° ° ° r N F.7 cfl { O� ° TYP STAIR I o M I 1 S5 23 F 9 Q � x c� 3'-10718" � UN:O: \ 0 0 0 F.6 - - - o - ° ° o 3: / 3�: L10 Ln Ln CD F.52 N . - - - STAIR x x x x x 9 ° ox OPEN Q W10x12 ° I 2' _ 0"' -2' 2' - 9 314" OPEN N o o S5 23 r�- r �fl c S5.23 9 9 W10x12 X -1 x Y 0 1 Y �_ N_ - F.15 CN ° 9 W10x12 UV10x30 6 � W1Ux39 10 - t O W10x54 W10x12 W10x12 F 25k (l "34k ( J 21k 25k _ 20 29k - _ F S5.23 Wi0x12 �\` ^Y f N 2' 0" 4' 2118" 4' -2118" 5' 1158" 4' 6114" 2' 1718' x Y Y W10x12 E I CV 2'_p 4 4 .. N ,� W10x12 o Y Y Y ..S5.22 w <v to y _ _ E.7 ) - b - - I - I - ° `Q o 2' 2314" 22k `�'WIOX39 1201 29k 23k W10x3y (141 29k 27k W10x54 (14j 23k ( = SS 23 - ` - ` X .. x x .. .U7 .. N O ..O ....O _O O -:� . -." CV N N N O ... .0. _ _ _ 1_ E.6 r� r I I I I I N N N X o X Q I. E.3 - - - - ) I o o_ o_ �c�o, SLOPED ROOF m W10x12 4'- 11 3/4 �., o . ...... o I .. o . j o N - RE: S2.21 o u E.2 _ - - -R ' ` - i l 12k. 22 k Y - W 12x30. N . ..... ..Y .........�:� r O .. ..�. .._.. .. l .. N _. E1 C6 (2) PLACES W1ox22 • ' W10x12'1gJ 12k1 ....W _ (6J" 22k ... " .. W10x54 29k. E _ - W10x12 0 = a - i C6 (3) PLACES J o I { ° r I (142' S 114 "} �' �' FOR DECK SLOPE & FLOOR d.7 - C"- - nG DRAINS ®EXTERIOR DECf S SLOPED ROOF pPEN I _ _� ('� OD I { I I RE: ARCHI I { { Y - RE: 52.21 S5.21 6o c x x S5 22 x X, o { m . D.5 0 0 0 0 u� I W12x30 [101 S5 23 �_' 24k 25k N I W10x12 W10x12 , 4' 10 114 [4'- 10 114" u4'- 10 1!4" 4' 10 114 - - co {134' - 8112'} o � co `r ( W10x12 W10x17 J Cy) �* I 3' S 112" W8x10 Q SLOPED 2 { ( ROOF U.N.O. A B 19 - 4 314 I ( I I I I I I I { FLAT ROOF S5.23 I ( I 1 -1 C. B iD m { A I I 2'- 7 118 2' -4314" 15 14' -0" 318" I I I I 6' -8" 2' -21/4" FIFTH LEVEL PLAN FIFTH LEVEL NOTES 1, TOP OF STEEL = 141' -1 t 314" UNLESS NOTED OTHERWISE. 2, FLOOR DESIGN CRITERIA DL = 50 PSF SUPERIMPOSED DL = 40 PSF LL =40 PSF LL DEFLECTION s L /600 TL DEFLECTIONS L/240 3 STRUCTURAL DECK IS 2 "x20 GA COMPOSITE METAL DECK PLUS 2 112" NORMAL WEIGHT CONCRETE (4 1/2" TOTAL THICKNESS) 4, DECK SPAN DIRECTION INDICATED THUS -' ON PLAN. 5. INDICATES EXTERIOR DECK 6. ® INDICATES MECHANICAL HVAC UNIT BELOW FLOOR. 7 INDICATES STEEL BRACING ABOVE FLOOR. z- INDICATES STEEL BRACING BELOW FLOOR, 8 FOR ROOF PLAN NOTES, RE S2.21 9. ARCHITECTURAL FLOOR PLAN IS SHOWN FOR FLOOR ABOVE, 10 ALL BEAMS ARE SPACED AT 6' -6" UNLESS NOTED OTHERWISE U r �n V / U iwr 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com U) 0 z UJ W 1 0 U) 0 wi 1 i 0 r) U� Q U job number 04070 issue date DRB sub 03.27.06 for contr 03.29,06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Q Revised 12.14.07 9 Permit I sheet number FIFTH LEVEL PLAN 52.15 2 4 5 6.9 7 )T 9 9.85 11 13 14 15 4.2 T L. 2 4'- V 2T4 4'- 0" e2'- 0 9 2' - 0" 3' - 0' 10 8 5 9 4'- 0" 5'- 6" 8 4"-, 5 518"- 9'- 6 3/8" | | | ED W1 0x12 CD GA W10x12- E 7 CD G.09 CD co G CD ,.— , X /| \ i CD CD co D ( W I Ox 1 2 rA T 16 \ 1` 20 '\� 'ill ( 25' 28 30 17 18 19 21 22 24 27 29 31 32 o17 I | i | | | 6' 8" Z 2 1/4" ELEVATIONS SHOWN 0N THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS DATUM RELATIONSHIP IS AS FOLLOWS LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR 03.29.06 0 05.09.06 Final DR13 sub z BASEMENT 36-0 86 804V-1 3/16" (804110) 0 12.27.06 LU 01,10.07 W 01.15.07 J 01.29.07 Stl Detailing 0 Construction Set 04.02.07 Sloped Roof LJ Clarification Revised A 2ND FLOOR 6 1'-9 IIV-9 8066- 10 3/16' (801313.86) - � - '| [�� LEVEL PLAN r\��| �|_�L�L_�� "��* }�^~r�^ ~��' ' 1 TOP 0F STEEL ~i52'-01/2^ 2� MINIMUM ROOF L0ADS DL 25 LL~ |O0 3. METAL ROOF DECK INDICATED ^nD-x)rVm PLAN. RE. o0,05 FOR DECK INFORMATION. 4, DIRECTION 0F METAL ROOF DECK SPAN NOTED THUS: ON PLAN ALL Ro0p DECK SHALL BE TYPE RD-1 UNLESS NOTED OTHERWISE. 5, TOP VF STEEL ELEVATION NOTED ToUS� (XXx'-xX^) ON PLAN. 0 SLOPE METAL ROOF DECK AND BEAMS UNIFORMLY BETWEEN ELEVATIONS SHOWN pw PLAN. DOWNWARD DIRECTION 0p SLOPING ROOF NOTED THUS: 1w ON PLAN 7 INDICATES MECHANICAL HvAO UNIT BELOW FLOOR S. INDICATES STEEL BRACING BELOW FLOOR A� ALL BEAMS ARE SPACED *T0'-0^ UNLESS NOTED OTHERWISE. N � � U C 4-w- 137 street, suite G0o4 box 6055 adwmrds.colonodo 81632 870.828.2622 U) date DRB sub 03.27.06 for contr 03.29.06 0 05.09.06 Final DR13 sub z LU 10.23.06 W r) 12.07.06 0 12.27.06 LU 01,10.07 W 01.15.07 J 01.29.07 Stl Detailing 0 Construction Set 04.02.07 Sloped Roof LJ Clarification Revised A 12.14.07 Permit I job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DR13 sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01,10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised A 12.14.07 Permit L ROOF LEVEL r PLAN S 2.21 1 3 6 8 10 T( i 2 4 5 6.9 7 9 11 14 4' -1" 2' -8" 3' -4" 4' -0" 2' -0 "J 9" -0" 2' -0' 3' -0" 10' -0" 8' 0" 5' -0" 9' -0" 4' -0" 5' -6" 8' -6" I 16 20 23 17 18 19 21 22 14' -0" 1' -0" 2' -0' 13' -0" 2' -0" 6' -0" T -0" 14' -0" I I I I I I I I I 25 28 34 24 27 29 31 32 4' -0" 3' -6" 2' -0" 2'- 82'- 21/4") 1' - 10" I U U) 137 main street, suite G004 box 5065 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 0 date DRB sub 03.27.06 for contr 03.29.06 0 05.09.06 Final DRB sub Z Ui > 10.23.06 W i 0 12.27.06 Stl Mill Order 3 i UJ < 0 J oe 1 �- 0 U w 0 Ui .11 J 04.23.07 Clarification Q Revised • 9 Permit I'D 1/8" = V-0" FIRST LEVEL DEMO PLAN U� Q U i � r job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.1 &06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Q Revised 12.14.07 9 Permit Sheet number FRST LEVEL DEMO PLAN 14 15 1 3 6 8 X10 12 16 20 23 (E) W12x14 (E) VV — 25 28 30 2 4 5 6.9 7 9 11 13 14 15 17 18 19 21 22 24 27 29 31 32 C: w 4' -1" 2' -8" 3' -4" 4' -0" 2' -0' 9' -0" 2'- 0 "3' -0" 10' -0" 8' 0" 5' 0" 9' -0" 4 5-6" 8-6" 14 ' -0" ' ' ' -0" 1' - 0" 2' -0" 13' 0" 2' -0" 6' -0" 7' - 0" 1' -0" 14' -0" 4' -0" 3' -6" 2' -0" 2' 82' -2114" 1' - 10" 1 I 2' - 0" I I I I 1 I I I I I � I I I I I I I I I I I I I I I I t (E) W12x14 I ( (E) W12x14 ( (E) W12xl4 (E) W12x14 I (E) 12K3 (E) 12K3 (E) 12K3 I (E) 12K3 I (�' o _ ( X @ �� I I (E) 12K3 I ( (E) 12K3 (E} 12K3 I NI (E) 12K3 N I C�D ' `� N r �o� (E) W10x12 (E) W12x14 (D X (E) W10x12 0 (E) W12x14 0 {E} W10x12 0l (E) W12x14 0 (E) W10x12 0 (E) W12x14 N VV 10x12 I � � � > 1 � 1 � ( — — _ (E) tOK1 w (E) t2 K3 !'' (E) 10K1 (E) tOKt w (E) 12i<3 (E) 101<1 w (E) 12K3 w(E) 10K1 (E) 12K3 L (E) 10K1 (E) 12K3 (E) 121 {E} 10K1 {E) Q (E) 12K3 I 10K1 (E) 12K3 ! (E) W12x14 (E) W12x14 (E) W12x14 �1 (E) W12x14 CV ! (E) 10K1 (E) 10K1 (E) 1OK1 (E) 10K1 N (E} 12K3 (E) 12K3 (E) 12K3 ! (E) 12K3 011 F 1 (E 10K1 (E) 10K1 (E) WKt (E) 10K) (E) W10x12 I I I I I o - -�� i____ _�_ — I I I K — - — — — — — _ — coy — _ — w cv -N (E} 10K1 X — (E) 12K3 — X X -(E) 12K3 —� — {E) 12K3 (E) 12K3 K (E) 10K1 (E) 10K1 CO " -- (E) 10K1 N {E} C9x13.4 w {E) t2K3`I,u I ! w w w w (E) 12K3 w cu (E) 12K3 w ! a- o_ (E) 1OKt (E) 10K1 ! (E) t2K3 (E) 1OK1 (E) 10Kt (E) 1OK1 {E} 10K1 (E) 10K1 (E) 10K1 w I (E) 12K3 (E) 12K3 (E) 12K3 (E) 12K3 J _ - (E) VV 16x26 — _ — — — — ��12aCi — _ — _ main street, suite G004 (E) 12K3 _(E) 12K3 — (E) 12K3— (E) 10K1 I I (E} 10K9 (E) W10xt2 u> (E) 10K1 ! box 5055 CD { 12K3 (E} 12K3 (E} 10K1 0 (14 ( (E) W12x22 (E) 12K3 o edwards, Colorado 81632 fl N (E) 10K1 --i- (E) 10K1 (E) 10K1 I @rkd rch.c � �:, rkdrkdach.com (E} W12x14 (E) W12x22 ( 2x1 _ - — x Y x Y y E) W14 (E) W (E) 12x22 — _ — 0 0 0 0 W -- r — I ��— I ?� ! ( I I o — — (E) W12x14 (E) W24x55 (E) W W24 16x26 (E) W18x40 I — — — — — ` — I (E) W24x62 I — — (E} x55 (E} W2 4x55 — — — _ ___ _ _ — — I I I I I I I I I I I I I I I I i I I I 1 I I I I I I BELOW (E) RESTUARANT I ( I I I I I - — — — — - M co co CD I I 1 1 V I I I - - G.71 G.6 (E) W16x31 (E) W12x14 UJ I i t l i l l l G.3 Z i f i I _. i I G.2 (E)W16x31 (E }Wi0x12 ! I I - -- - ! — - -- — I I 1 1 1 G —— I — I\ I 1 , i l — — i G W �; > 0 F I/� /_ r — \ _ _ Q -� -- — — i I ► I I I ! — I — I i I I I i /l / / �^' \ ! \ _ \ \� I I I a F.7 3: 0 F.7 W .J I I I I I '� ! I ► I I I I ' ,/ / / ,( ; I `, \ \ \\ - - U.4 — Q 1 --- - - - - -- DEMO COMPLETEJI Ito � 1 , '� \\ a I I I I I I I �� ► I I ! ! I i E.6 ! ! ! ! ! ! ! i ! 1 , I ! I I ! I I I I I ! I I SECOND LEVEL DEMO P LAN Q I_ 1/8" =1' - O° -- --- - - - - -- --- - - - - -- -- - - - - -- I E Z cc I I I LINE OF (E) RESTUARANT BELOW I I I I I I ( ( I( I ( I I I � sr 00 R��, / — — — — — !— I 1 o a I i I s i 1 i t i i i I I I I — — — D ®.� 7 •: ! ! ! I I I I 1 I I I ! I I I I I I I I l I . r� I I I I I I I I I I I C • �� I i 1 co I I I ( I I 1 ! I job number 04070 D issue date ---- - - - - -- --- - - - - -- ---- - - - - -- ORB sub 03.27.06 for contr 03.29.06 - - - -- --- - - - - -- ---- - - - - -- Final DRB sub 05.5.06 interim 059.06 A DD Set 1 ! ! ( ( 1 I ( I I I ( ! ( Stl Mill Order 1 1 A I Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 I I ! Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 I Sloped Roof 04.23.07 ! { Clarification Revised 12.14.07 I I I I I ! I I ! I ! I I sheet number 1 I I SECOND LEVEL 6'- 0" 4' 0" 13'- 0" 13' - 0" 4'- 0" 9' - 0" Q'- 0" 14'- 0" 15 0" 15 O" 15 0" 15' - 0" 4'- 4 314" 4' - 11 114 6' 8' 2' 2 114 DEMO PLAN 18.8 27. 29.1 S2.1 2d 2 4 5 7 9 n9.5 11 1 r15 rl 7 ri 9 22 n24 26 28 31 32 1 y8" '8 TIr"2 4 6.9 7 4' 4" 9' 0" 2' 0" 3' 0" 10'- 0" 10 f 12 11 13 14 8 5' 0" 9' - 0" 4'- 0" 5'- 6" 8' - 6" I I l , 16 20 23 17 18 19 21 22 14' -0" 1' -0" 2' 0" 13` -0" 2' -0" 6' -0" 7' -0" 1' -0" 14' -U" I I I I II I i 25 28 \ 30 24 27 29 31 32 4' -0" 3' -6" 2' -0" 2' - 82' - 2114" 1' - 10" i I I I � I I I I I N date -- 03.27.06 for contr co interim 05.09.06 Final DRB sub 0515.06 M 10.23.06 - -- 12.07.06 Stl Mill Order 2 12.27.06 c*� L Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing (E) W10x12 I I (E) W10x12 I ( (E) 4'4'10x12 (E) W10x12 (E) 10K1 L2 L6 {E) 10K1 t,r) (E) 1011 L0 I (E) 10K1 {E} W10x15 0 {E) W10x12 0 (E) W10x15 —o (E) W10x12 0 (E) W10x15— (E) W10x12 0 (E) W10x15 —o (E) W10x15 I N (E) 10K1 3z (E) 1011 ' (E) 10K1 w {E} 10K1 o 0 (E) 12K3 ' — (E) 12K3 �' (E) 1213 ' �' (E) 12K3 a fj� (E) W10x15 (E) W10x15 (E) W10x15 __ (E) W10x15 --1 —w (E) Uv10x12 (E) 1011 — — {E} 1011 I - — (E) 1011 — (E) 1011 — — I (E) 12K3 (E) 12K3 I (E) 1213 (E) 12K3 I - - � (E) 10K1 i (E) 10K1 I (E) 10K1 (E) 10K1 (E) 12K3 {E) 1213 (E) 12K3 ( (E) 12K3 I I (E) 10K1 (E) 10K1 (E) 1011 (E) 1011 (E) 12K3 (E) 12K3 (E) 12K3 (E) 12K3 I � (E) 1011 (E) 1213 (E) 1011 (E) 1213 (E) 1011 (E) 1213 {E) 1011 (E) 1213 o __ o (E) W10x1 ( I cv (E) 1011 I ( (E) 1213 I (E) 1011 I (E) 1213 (E) 1011 0 I I (E) 1213 cv (E) 10K1 (E) 12K3 E G w w w cv (E) C9x13.4 (E) 1011 (E) 12K3 (E) 10K1 (E) 12K3 (E) 10K1 (E) 12K3 ( (E) 10K1 (E) 12K3 I v o (E) 10K1 (E) 12K3 — (E) 1011 (E) 1213 (E) 10K1 (E) 1213 (E) 1011 (E) 12K3 I (E) W16x26 (E) 1011 (E) 12K3 (E) 10K1 (E) 12K3 (E) 10K1 (E) 12K3 (E) 10K1 (E) 12K3 o (E) 10K1 ( (E) 12K3 (E) 10K1 (E) 1213 {E} 1011 (E) 1213 10K1 I (E) 12K3 I ca o Y x (E) W10,12 (E) W12x14 (E) W10x12 (E) W12x14 (E) W10x12 (E) W12x14 I (E) W10x12 (E) W12x14 1 — 1 — I I - I — o "' (E) VV14x22 I (E) W21x50 1 (E) W12x14 1 (E) W16x40 I — — — — _ , (E) W16x40 , — (E} W14x22 I ! I I I I I ! I I [ I H- -- - - - - -- - - - -- -- -_ - - -- - - I N i I 1 I I I I CI — _ I I I I I I i I I I I I (E) W 16x31 - - - - -- G.4 - — o (E)W16x31 G .2 —_ - - - -- - -- -- - - - - -- - -- - - -- -- I I I I I — � G - `- I I I I I I I I I C I I I - - - - - I 1 I 1 - CV _ I F.9 D.7 I I I I I I I I I I I I I I V I I I I I I 1 1 1 1 1 1 1 1 1 1 1 l l l l l l l l l I I I I I I I I I I I I I I I I I I I I T I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 U rE CD D - g � - A5 CV A DEMO COMPLETE I I I 6'- 0" 4'- 0" 13' -0" I I — —_ I I 4'- 0" / 1 I 1 I I I I I I I I I I I I I I 13' -0" 14' -0" 15' -0" 15' -0" 2) (4X5) ( 7 ) (9)(9.5) (11 13 t'm ill 18.8 ri 9 15'- 0" 1 15'- 0" 22 i L I U ! I I I I ( I 4'- 4 314" ( 4'- 11 114" 6' 8" 2'- 2 i!4" 2 .1 24 26 28 (r3 1 32 �_. M CV C K b- a� 0 <o --Cl 0 C H 0 G.71 C G6 CV to - - G.1 N CG N - 0 - A F.45 - F N i� - E.6 0 THIRD LEVEL DEMO PLAN Z 1/8" =1' -0 �, E - D.7 a i� - D _ B co ip rA U C V W - I'—+ 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 0 Uj 0 Z W W 0 ago Z W >0 LU d J 10 H U W W .J a�Q < o > TM U� Q U issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 0515.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised A 12.14.07 Permit sheet number THIRD LEVEL DEMO PLAN S 2.13 d 1 3 6 8 10 X 12 16 20 23 ' 25 28 30 U 2 4 5 R6.9 7 9 11 13 14 15 17 18 19 21 22 24 27 29 31 32 4' -1" 2' -8" 3' -4" 4' -0" 2' -0' 9' ' 0 "3' 0" 10' -0" 8' -0" 5' -0" 9' -0" 4' -0" 5' -6" 8' -6" 14' -0" 1' -0" 2' -0' 13' -0" 2' -0" 6' -0" 7' -0" i' -0" 14' -0" 4' -0" 3' -6" 2' -0" 2' -82' -2114" 1 I I 1 I I I f I I I � ! I I I I I I i I I I I I ► I � I I I I i I I I I I I I I I I I I I I I N — (E) VV12x14 { (E} 12K3 (E) UU12x14 _ (E) 12K3 (E) W12x14 (E) 12K3 (E) VV12xi4 (E) 12K3 I I �� i—� I o I o �� (E) 12K3 (E) 12K3 (E) 12K3 (E) 12K3 r (E) 10K1 (E) 12K3 (E) 10K1 (E) 12K3 (E) 10K1 (E) 12K3 (E) 10K1 (E 12K3 (E) VV10x12 (E) 10K1 (E) 12K3 (E) 10K1 (E) 12K3 (E} 10K1 (E) 12K3 (E) fOK1 (E) 12K3 r (E) 10K1 r (E) 12K3 coo (E) 10K1 `�° (E) 12K3 w co {E} 10K1 CO w (E} 12K3 (D '-- (E) 10K1 CO (E) 12K3 I co uJ (E) 12K3 (E) 12K3 (E) 12K3 (E) 12K3 I _N (E) 10K1 (E) 1OK1 (E) 10K1 {E) 10K1 ° X (E) 12K3 c y x (E) 12K3 � x {E} 12K3 x (E) 12K3 � (E) WlOxi� w i I cal (E) 10K1 ( m c (E) 10K1 m I N (E) 10K1 m I c'S (E) 10K1 CC) I c 5 I (E) 1OK1 (E) 12K3 (E} 10K1 '` (E) 12K3 ' (E) 10K1 (E) 12K3 {E} 12K3 �! W _ (E) tOK1 W N (E) C12x20.7 I X i (E) 12K3 (E) 12K3 (E) 12K3 - N (E) 10K1 (E) 10K1 (E) WKi (E) 10K1 (E} 12K3 v I � u (E) VU10x12 (E) 12K3 (E) 12K3 (E) 12K3 (E) 12K3 _ — (E) W1Ox1 w (E} W 137 main street, suite 0004 10x12 — {E) W10x12 I — {E) Wi0x12 (E) W10x12 — — _(�J W12x14� — -- J box 5055 — (EJ W12x14 I — (EJ W12X14 N — (EJ W 12x14 �, N I (E) 10K1 o N-- (E) tOK1 X N- (E) 10K1 a N - (E) 10K1 0 � 'N ° (E} 10K1 ( edwards, Colorado 81632 � � 0 CD � 970.926.2622 N N w w I rkd @rkdarch.com x x (E) VV10x12 (E} Ut+12'14 (E} W12x22 _ (E) UU12x14 (E) UU12x22 (E) 10K1 o (E) UN 12x14 (E) UU12x22 (E} Wf2x14 t (E) W12x22 I I (D t _ _ w w w �_ I �' I I I I I I I CD H — — — (E) W 14x22 — — — — — — — (E) UU 18x35 (E) W 10x22 (E) W 16x26 I — — — — — — — I {E} W W 18x50 I (E} 18x40 (E) W21 x44 !- — — — — I l I - - I ( I I - — — — I 1 - — — I ( I I - I I - - r -- r --r --r - r-- r-- r- - r ---r - -I --r -r -r- r-- r -r -r- r-- I i -- I l l l l l l l l f l l l l l l l I I I I I I i I I I i ► I _ � I I I I I i i l i l l l l l l l l l l l l l l I I I I I I I I I I I I I I I I I ( ( I I I ( I I I ( I ( ( ( ( DEMO COMPLETE I I I I I I ( I I I I I ( ( ( I ( I I I I cv 1 W I I I I I II I I I I I I i I I I G.2 _, - ( I I I I I I I I I I I I I I I ( 1 - -- `t' Ld 0 I ! I I I I I I I I i I I I I ► I G.1 CID I I I I I I I I I I I_ I - - I - - ,.. 1 I l� I I I �! L - � , - I I I � - I I -.1- G o -- - - I 1 I 1 I y l l �� l 1 i G I I I ! 1 I I ! I I I I I U Q J F.9 7 __ I I I I I I I l i i I i I ► II F' W � ., �F.45 Q d I I I I ► I I I I I I I I I � t "' F I I I I I I I I I I I I I r I I I DEMO COMPLETE I I I ` I E.6 "' I I I ! I I I I I I I I I I ' I I I I I I I FOURTH LEVEL DEMO PLAN I I I I I I I I I o E V - I D. f ST CD Ln D x7 1 3 , 873 : c I I i I I i I I I I I I I co I I 1 i. Ems' I l I I 1 1 co job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 T Final DRB sub 05.15.06 A DD Set 10.23,06 ( I I I I I I I I I ( Stl Mill Order 1 12.07.06 A I Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 I I I I Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02,07 I Sloped Roof 04.23.07 Clarification I ( I I I I I I ( I ( Q Revised 12.14.07 9 Permit I sheet FOURTH nu LEVEL 6' 0" 4'- 0" 13' 0" 13' 0" 4' 0" 9 13 14' 0" 15' 0" 15 15 15 0" 4' 4 314" 4' 11 1/4" 6' 8" 2' 2 1 /4" DEMO PLAN 2.2 S2.14d 2 4 5 7 9 9.5 11 13 15 17 19 22 24 26 28 ( 32 1 3 6 8 10 12 f 16 20 23 25 28 30 2 4 5 6.9 7 9 11 13 14 15 17 18 19 21 22 24 27 29 31 32 C 4' -1" 2' -8" 3' -4" 4' -0" 2' -0" 9' -0" '-- 2' 10' -0" 8' -0" 5' -0" 9' -0" 4' -0" 5' -6" 8' -6" 14' -0" 1' -0" 2' -0" 13' 0" 2' -0' 6' -0" 7' -0" 1' -0" 14' -0" 4' -0" 3' -6" 2' ul 2' -82' -2114" 4-J i I I I I I I I I I I � I � I I I i i I I I I I I I I I { I I I I N Wl2x19 (E) W12x19 (E) W12x19 (E) W12x19 (E) W8xl0 — (E} vv — — (E) W8x10 I — (E) W8x10 — (E) W8x10 (E) W8x10 (E) W8x10 �t ( I I I (E) W8x1 0 v I I_ _ (E) W8x10�- (E} W8x10.- (E} W8x10� � (E} W8xl0<- � ca I I E E E I E E �, W E E E E I I I I I r r \ % , 2 o (E) W1002 III 1 (E} I I — �'o N I �I I o — -- — — W10x12 (E)W12x26 (E) W10x12 — (E} W12x26 — (E) W10x12 _ (E) W12x26 _ (E) W10x12 �(E) W12x26 K i ( E W W W X X X _ I I m m m Co m X w w m m m X w w w m m m m m m X m m m m X w E CV Y Y Y N Y Y Y N Y � Y Y N Y Y N N N N N N N N N N N N N N N N N N N — — (E) W10x12 L — (E) W10x12 (E) 2x14 — - r (E) W10x12 I — (E) W10x12 — — — — I 137 main street, suite G004 ET- — w E - _ �u Pi - w w I w — W w w w W — w ( �— tJ box 5055 I I edwards, colorado 81632 o ( I I I ( o � I I I ( 970.926.2622 (E} W10x12 (E) W10xl2 (E) W10x12 (E) W10x12 (E} W10x12 (E) W10x12 (E) W10x12 (E) W10x12 — — — rk darch.com I C9 d rk - - - - - -- - - - - -- - - = - - -- - - - - -- - -- - - -_ -- - - - - -- - - - -- - - - -- - -- - - -- - - -- -- o i I I II ( I II II I I II I o (D II II ( !I I I co I II II { I I II I II I II II { II I I I II I I I 1 II I I II I I I G.6 II ► II � (I I I I II I I I { I I DEMO COMPLETE { I I I I( { ( Gv G.4 - - - ii ► ii � ii i � ii i W II ► II II i I - - - - G.3 Z UJ >_ 0 G.1 C� It I II II I I II ' i - Z G -(:G v z, > 0 W dJ _ I � I _ I _ I _ I _ _ i - I - I - - - - i - I I - - F.7 = 0 F.7 I 0 i I ► R W D Q < 0 I r F - - - - - - - - - -- - = - I ,-; - - - F 0 LO 0 � - - - - - - E.6 { I I { I I I I I I I FIFTH LEVEL DEMO PLAN I I I i E z 0 I N - - - D.7 ?STAMP OF OD I I I I I I I I I I I I 90 Re l CID �:� 13,673 . CD • .., `° I I I ► I i I I ► I I I � ''° �� I job number 04070 (: B issue date DRB sub 03.27.06 for contr 03.29.06 A.5 { — C9 interim 05.09.06 `- Final DRB sub 05.15.06 ... . .. . . ....... DD Set 10.23.06 I ( I I I I I I I I I Stl Mill Order 1 12.07.06 A I Sti Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 I Sloped Roof 04.23.07 Clarification Revised 12.14.07 I I I I I i I I I I I I A Permit sheet number FIFTH LEVEL DEMO I 6' -0" 4' -0" 13' -0" !3' -0" 4' -0" 9' -0" 13' -0" 14' -0" 15' -0" 15' -0" 15' -0" 15' -0" I 4' -43/4" 4'- 11114' 6' -8" 2' 2114" PLAN 2.2 S 2 -Y5 7 9 9.5 11 13 15 17 19 22 24 26 28 31 32 CD w 0 w 0 O Ci O z 0 CD 0 z M 1 3 6 8 2 4 5 6.9 7 4' 1" 2'-8" 3'-4" 4' 0" 2' 0„ 9 0" 2' 3' 0" 10' - I I I 1 711 12 13 14 8' -0" 5-0" 9' -0" 4' 0" 5' 6 8'-6" (9.8 5 1 1 1 I I f i - 1 1 4 G.09 c I I I I I AA _ _ n62 6' -0" 4' -0" 13' -0" ?) ��4 k5 7 0 16 20 23 25 28 30 17 18 19 21 22 24 27 29 31 32 2 " ' 0 14' -0" 13' -0" 2' -0 6' -0" 7' -0" 14' -0" 4' - 0" 3' - 6' 2' -8" - 2' - 0" 1' -0" 1' -10" I 2' -0° 2 , 24 „ I I I I I I f I I I I ( f f ( I { I f I I I I I I II (I 9.6 18.8 I 23.1 13' -0 4' -0" J 14' -0" 14.9 18.1 9 9.5 11 13 15 ( 19 22 15 26.1 29. 9.6 I 4' -4 4' -11%" 6' 2 , V „ D 26 28 31 32 ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS. DATUM RELATIONSHIP IS AS FOLLOWS: LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32' -0" 82' -0" 803T -1 3/16" (8037.10') 05.15.06 DD Set 10.23.06 BASEMENT 36' -0" 86' -0" 8041' -1 3/16" (8041.10') BASEMENT LOFT N/A 90' -6" 8045-7 3/16" (8045.60') Permit Set 1ST FLOOR 50' -0" 100' -0" 8055' -1 3/16" (8055.10') - 2ND FLOOR 61' -9" 111' -9" 8066' -10 3/16" (8066.85') %o 0 3RD FLOOR 72' -3" 122' -3" 8077'4 3/16" (807735') 4TH FLOOR 82' -9" 132' -9" 8087' -10 3/16" (8087.85') 0 0 0 5TH FLOOR N/A 142' -9" 8097' -10 3/16" (8097.85') LO ROOF N/A 152' -2" 8107' -3 3/16" (8107.27'} ° 0 FIRST LEVEL SLAB EDGE PLAN Z 1/8" = -0" DIMENSIONS ARE TO FACE OF STUD. GENERALLY FACE OF STUD IS THEORETICAL EDGE OF SLAB; IT IS RECOMMENDED THAT THE CONTRACTOR PULL THE EDGE OF SLAB BACK FROM FACE OF STUD BY %2" FOR TOLERANCE WHERE THE SLAB EDGE WOULD PROTRUDE INTO FINISHES IF NOT EXACTLY ALIGNED WITH STUD. SPECIAL FACE OF STUD - EDGE OF SLAB RELATIONSHIPS ARE DETAILED IN THE ARCHITECTURAL DRAWINGS. U C U) ^ W U 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com V) U U Z Uu UJ > OG p Q Z Q W LU > o Q J =o i � U w U/ 0 W J Q O � U r M U) r Q U i sR I ; job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09,06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification �9 Revised 12.14.07 Permit I sheet number FIRST LEVEL SLAB EDGE PLAN S2.11se 3 8 2 4 ) CY5 6.9 7 ( 7.2 ) 2' -0" 4' -1" 2' -8" 3' -4" 4' - 0 ° 9' - 0" - 3' 0" 10' -0 I ( I I I s 100 U12 9 9.85 11 13 14 12.9 8' -0" 5' -0" 9' -0" 4' S' -6" ( 8' -6" I I f I 16 ( 17 14' -0" 1 - 1' -0" I 2' -0" i I 21 ) ( 22 -01 6' -0" 1 7' -0° I I 24) (27)(29N31�32 4' -0" ORIGINAL CONST 3' 1 -0' -6" I I SUBBASEMENT I 2' -8" 82' -0" 8037' -1 3/16" (8037,10') I I 36' -0" 86' -0" 2' -0' -2' I I �" ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS. DATUM RELATIONSHIP IS AS FOLLOWS: LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32' -0" 82' -0" 8037' -1 3/16" (8037,10') BASEMENT 36' -0" 86' -0" 8041' -1 3/16" (8041.10') BASEMENT LOFT N/A 90' -6" 8045-7 3/16" (8045.60') 1ST FLOOR 50' -0" 100' -0" 8055' -1 3/16" (8055.10') : 2ND FLOOR 61' -9" 111' -9" 8066-10 3/16" (8066.85') 3RD FLOOR 72' -3" 122'J' 8077'4 3/16" (8077.35') 0 0 4TH FLOOR 82' -9" 132' -9" 8087' -10 3/16"(8087.85') 0 5TH FLOOR N/A 142' -9" 8097' -10 3/16" (8097.85') 0 ZD ROOF N/A 152' -2" 8107' -3 3/16" (8107.27') U .0 U) U 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com v / W U Z W UJ �o 0 � _ o V) zQ W UJ >o aJ o Q W J Q Q O � 0 M U 0 0 d- Q 0 0 O N 0 z W CD CD Z Cn CD 0 2> 4 5 ��6.2 7> <9 2 ' - �,> M SECOND LEVEL SLAB EDGE PLAN Z 1/8" = V -0" DIMENSIONS ARE TO FACE OF STUD. GENERALLY FACE OF STUD IS THEORETICAL EDGE OF SLAB: IT IS RECOMMENDED THAT THE CONTRACTOR PULL THE EDGE OF SLAB BACK FROM FACE OF STUD BY %z' FOR TOLERANCE WHERE THE SLAB EDGE WOULD PROTRUDE INTO FINISHES IF NOT EXACTLY ALIGNED WITH STUD. SPECIAL FACE OF STUD - EDGE OF SLAB RELATIONSHIPS ARE DETAILED IN THE ARCHITECTURAL DRAWINGS. ST !C 6 r • p 1 3673 p Q•• L job number 04070 issue date DRIB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification ® Revised 12.14.07 Permit sheet number SECOND LEVEL SLAB EDGE PLAN S2.12se 0 Li N 0 0 0 0 z W w z N O 0 z 0 F E.7 - a E.2 - E - D C.5 - C B 00 A.5 - i N A 1 �3 6 8 2 4 5 6.9 7 6.7 1 4' 1 „ 2'-8" 3'- 4' 0 ., 2' 0" 9 ' 0,. —0 3' - ", 10' -0" I I I I I ( i I I I I I I _ 10 12 16 20 23 9 9.85 11 13 14 15 7 19 21 22 12.9 (18.4 8' -0" 5' -0" 9' -0" F4TO" 5' -6" 8' -6" 14' -0" -0 6' -0" 7' -0" 14' -0" 2' -0" I i I I I I I II I I _T I I 25 28 30 24 27 29 31 32 i I —0" 4' - 0" 3' -6" 2' -8 2' -0» 2' 2/„ I I I I I I 1 I I I I I I I R X2' - 2y ° ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS. DATUM RELATIONSHIP IS AS FOLLOWS: LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32' -0" 82' -0" 8037' -1 3/16" (8037.10') zo BASEMENT 36' -0" 86' -0" 8041' -1 3/16" (8041.10') Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 BASEMENT LOFT N/A 90' -6" 8045-7 3/16" (8045.60') 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 1ST FLOOR 50' -0" 100' -0" 8055' -1 3/16" (8055.10') Permit sheet number THIRD LEVEL SLAB EDGE PLAN 2ND FLOOR 61' -9" 111' -9" 8066' -10 3/16" (8066.85') co 3RD FLOOR 72' -3" 122' -3" 8077'4 3/16" (8077.35') o 0 — 4TH FLOOR 82' -9" 132' -9" 8087' -10 3/16" (8087.85') 0 0 5TH FLOOR N/A 142' -9" 8097' -10 3/16" (8097.85) °' ROOF N/A 152' -2" 8107' -3 3/16" (8107.27') O F' THIRD LEVEL SLAB EDGE PLAN Z 118" = V -0" DIMENSIONS ARE TO FACE OF STUD. GENERALLY FACE OF STUD IS THEORETICAL EDGE OF SLAB IT IS RECOMMENDED THAT THE CONTRACTOR PULL THE EDGE OF SLAB BACK FROM FACE OF STUD BY V FOR TOLERANCE WHERE THE SLAB EDGE WOULD PROTRUDE INTO FINISHES IF NOT EXACTLY ALIGNED WITH STUD. SPECIAL FACE OF STUD - EDGE OF SLAB RELATIONSHIPS ARE DETAILED IN THE ARCHITECTURAL DRAWINGS. U .0 U) U N U V 137 main street, suite 0004 box 5055 edwards, colorado 81632 970, 926.2622 rkd@rkdarch.com Lij U Z W L d O� 12 o _ o U) zQ W LU >o Q J t.L = Uj I- v Q W J �S Q Q o > U VJ r Q U [—job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 1023.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification Revised 12.14.07 Permit sheet number THIRD LEVEL SLAB EDGE PLAN L S2.13se _.., T - 1 3 6 8 10 12 2 4 5 6.9 7 9 9.85 11 13 14 15 12.9 4' -1" 2' -8" 3' 4" 4' 0" 2' -0„ 9'-0" -0 3' -0" 10 0" 8'-0" 5'-0" 9'_0" 4' 0" 5' 6" 8' 6" 1 I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I i i i t i I I I i I i I I 16 20 23 17 18 19 21 22 18.4 1 -0" -0 6' -0" 7' -0" 14' -0" 2' -0" I I I I I I 25 28 30 24 27 29 31 32 I I -0" 4' -0" 3' -6" 2' -8" I I I I I I I ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS. DATUM RELATIONSHIP IS AS FOLLOWS: LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT A I I 16 20 23 17 18 19 21 22 18.4 1 -0" -0 6' -0" 7' -0" 14' -0" 2' -0" I I I I I I 25 28 30 24 27 29 31 32 I I -0" 4' -0" 3' -6" 2' -8" I I I I I I I ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS. DATUM RELATIONSHIP IS AS FOLLOWS: LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32' -0" 82' -0" 8037' -1 3/16" (8037.10') 05.15.06 BASEMENT 36' -0" 864" 8041' -1 3/16" (8041.10') Stl Mill Order 2 12.27.06 BASEMENT LOFT N/A 90' -6" 8045-7 3/16" (8045.60') rn 1 ST FLOOR 50' - 0" 100' -0" 8055-13/16" (8055.10') 04.02.07 2ND FLOOR 61' -9" 111' -9" 8066' -10 3/16" (8066.85') a9 Revised 12.14.07 a, o 3RD FLOOR 72' -3" 122' -3" 8077' -4 3/16" (8077.35) 0 4TH FLOOR 82' -9" 132' -9" 8087' -10 3/16" (8087.85') 0 0 5TH FLOOR N/A 142' -9" 8097' -10 3/16" (8097.85') 10 ROOF N/A 152' -2" 8107' -3 3/16" (8107.27') U . C: U tU U 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 LU 0 Z LU Uj > i O� 0 Uj Uj > 0 < J 1 1 0 Uj U) UJ J 0 0 • t m 0 6i Cn 0 0 0 0 co z 0 0 0 z I co 00 i o s N I ! I I 14' -0" L __ M FOURTH LEVEL SLAB EDGE PLAN Z 1/8" = V -0" DIMENSIONS ARE TO FACE OF STUD. GENERALLY FACE OF STUD IS THEORETICAL EDGE OF SLAB: IT IS RECOMMENDED THAT THE CONTRACTOR PULL THE EDGE OF SLAB BACK FROM FACE OF STUD BY'/" FOR TOLERANCE WHERE THE SLAB EDGE WOULD PROTRUDE INTO FINISHES IF NOT 2' -2Y4" EXACTLY ALIGNED WITH STUD. SPECIAL FACE OF STUD - EDGE OF SLAB RELATIONSHIPS ARE DETAILED IN THE ARCHITECTURAL DRAWINGS. r� s� •r •• •• •- #�1 1 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification a9 Revised 12.14.07 Per mit I sheet number FOURTH LEVEL SLAB EDGE PLAN S2.14se 1� 3) 6 8) 2 4 5 6.9 7 4 - 1 ,. 2 , 8„ 3' 4" 4,2,. 2 , 0„ 0 0" 2' -0 3' -0" B.2 0' 0„ 1 I I I I I 1 I I 10 12 9� 9.85 11 13 14 8' -0" 5' -0" 9' -0" 4' -0" 5' 6 8' -6" ( i I I I I I 2' -0 I I I I 1 -01 6' -0" 7' -0" FLOOR TO FLOOR SUBBASEMENT I 82' -0" 8037'-13/16" (803710') 05.15.06 DD Set 1' 0" I 25 28 30 24 27 29 31 32 4' -0" 3' 6 2' 8" 1' -10 I ` 7 2'-0', 2' 2�Y4 I I I I ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS. DATUM RELATIONSHIP IS AS FOLLOWS: LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TO FLOOR SUBBASEMENT 32' -0" 82' -0" 8037'-13/16" (803710') 05.15.06 DD Set co BASEMENT 36' -0" 86' -0" 8041' -1 3/16" (8041.10') BASEMENT LOFT N/A 90' -6" 8045-7 3/16" (8045.60') c 1ST FLOOR 50' -0" 100' -0" 8055' -1 3/16" (8055.10') 04.02.07 2ND FLOOR 61' -9" 111' -9" 8066' -10 3/16" (8066.85') 0 3RD FLOOR 72' -3" 122' -3" 8077'4 3/16" (8077.35') zo 0 4TH FLOOR 82' -9" 132' -9" 8087' -10 3/16" (8087.85') 0 0 5TH FLOOR N/A 142' -9" 8097' -10 3/16" (8097.85') ROOF N/A 152' -2" 8107' -3 3116" (8107.27') U .0 U) n W F V 137 main street, suite 0004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com U/ W U Z W U J �o U) a o _ o zQ W UJ >o r y QJ 0 W 0 n 0 W J Q Q O > 0 w 0 d w Q 0 0 CL 0 0 z w s 0 0 cc 0 z I _ I I 4 I I I I I I- 16 20 23 15 17 18 19 21 22 14' -0" 13' -0" 2 14' -0" FIFTH LEVEL SLAB EDGE PLAN Z 1/8" = V -0" DIMENSIONS ARE TO FACE OF STUD. GENERALLY FACE OF STUD IS THEORETICAL EDGE OF SLAB; IT IS RECOMMENDED THAT THE CONTRACTOR PULL THE EDGE OF SLAB BACK FROM FACE OF STUD BY' /" FOR TOLERANCE WHERE THE SLAB EDGE WOULD PROTRUDE INTO FINISHES IF NOT EXACTLY ALIGNED WITH STUD. SPECIAL FACE OF STUD - EDGE OF SLAB RELATIONSHIPS ARE 2 , - �„ DETAILED IN THE ARCHITECTURAL DRAWINGS. U Q U I job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification Z9 Revised 12.14.07 Permit sheet number I S2.15s IFTH LEVEL SLAB EDGE PLAN e 14'-0" 16 20 23 17 18 19 21 22 13'-0" 2'-01 6'- 0 7'-0" �25) 28 30 24 27 29 31 32 2'- (3. 28 30 14'-0" 4' - 0" 3' -6 3 1 O '� j2'- 8 0" - _ 1 2'— 2Y z co ELEVATIONS SHOWN ON THIS SHEET MATCH ORIGINAL CONSTRUCTION DOCUMENTS. DATUM RELATIONSHIP IS AS FOLLOWS: LEVEL ORIGINAL CONST NEW CONST NEW REFERENCE ELEV FLOOR TOFLOOR SUBBASEMENT 32'-0" 82'-0" 8037 3/16" (8037.10') 00 BASEMENT 36'-0" 86'-0" 8041'-1 (8041.10') BASEMENT LOFT N/A 90'-6" 8046-7 3/16" (8045.60') Stl Mill Order 4 z CD Permit Set 1ST FLOOR 50'-0" 100 8055-13/16" (8055.10') 04.02.07 2ND FLOOR 61'-9" 111 8066' -10 3/16" (8066.85') Revised 12.14.07 Permit 3RD FLOOR 72'-3" 122'-3" 8077' -4 3/16" (8077.35') co 4TH FLOOR 82'-9" 132'-9" 8087 3/16" (8087.85) co C:> 5TH FLOOR N/A 142'-9" 8097' -10 3/16" (8097.85') ROOF N/A 152'-2" 8107'-3 3/16" (8107.27') 0 C U) V 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 0 LU Z W > � o 0 _ o z UJ > 0 < J 1 0 UJ LU J Q O � 0 V) 0 CD CD C I �) C CI- UJ CD 0 C0 C) 3 �8 10 �1) � J0 2 7 C 4,2 ' 2- 0 B.2 0' 4 ' 1 2' 8" 3' 4 _0 3 9' 0�" 2YS - 0 0" 8' 5-0" 9'0" 4'-0" 5'6 8'- 6 3 6 12 4 5 6.9 9 9.85 11 13 14 15 2 3- 2- 0 2 -2/ r a I job number 04070 issue date DRIB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15,06 DID Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sl 04.23.07 Clarific Revised 12.14.07 Permit sheet DECK sh�ee�tn ROOF LEVEL EDGE PLAN 2.21s I- U C to 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926,2622 rkd@rkdarch.com 6 L D TION @ GRID LINE H hk"i BLG SEC E hEAMAM (E)CMU=(E)B.O,S,-4"± BLDG SECTION @ GRID 'LINE I LLLIL I I S2.21 - Roof 152' -0112" TOS = 147'-9" (E) CMU WALLS - INSTALL NEW OPENINGS PER ARCHITECTURAL PLANS 31' - 11 3/4 S2.13 - Leve 13 121'- 5 314" S2.12 - Leve 12 110' - 11 314" S2.11 - Level 1 100 52.02 - Level 0.5 90' - 6 11 S2.01 - Leve 10 86 1 -0 11 TOC = 32-0" 82' -C I job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised A 12.14.07 Permit L sheet number BUILDING SECTIONS H & I s4.01 U C P 137 main street, suite G004 box 5055 edwards, colorado 81632 970,926.2622 rkd@rkdarch.com BLDG SECTION z GRID LINE G 4 Y5 .6 n7 n82 (9 9.5 .8 n1l 12. M11 3 n 15 TT T T I TOC = 32'-0" BLDG SECTION @ GRID LINE F V-0" Arm z n2 M45 n56 n7 04070 issue date 52.21 - Ro 03.27.06 152'- 0 1 I I I TOS = 147' - 9" 06.09.06 Final DRB sub 05.15.06 52.21 - R '00! 147' - 911 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 11 01.10.07 Sit Mill Order 4 01.15.07 1 152 - 0 V2 141'- 11 314" Stl Detailing 02.23.07 Construction Set 04.02.07 52.14 - Level 4 04.23.07 Clarification TOS = 147' - 9" 131'- 11 3/4" Permit sheet number BUILDING SECTIONS S2.13 - Level 3 L. 121'- 5 3/4" 147'- 9 F 0 �S0J04 52.15 - Level 5 52.1 - Leve 2 1 110'- 11 3/4" Ck- 3:1 52.11 - Level 1 141'- 11 314' 0 100' -0" S2.02 - Level 0. 0 S2.01 - Le�el� F 86 3 TOC = 32'-0" 82 S2.14 - Level 4 131'- 11 314" I rJH $5.13 S513 52.13 - Level 3 121'- 5 3/4" 52.12 - Leve 12 1101- 11 �314� S2.11 - Level I f 100 - or S2.02 - Level 0.5 90 1 - 611 52.01 - Leve 1 0 ...... 86'- TOC = 32'-0" BLDG SECTION @ GRID LINE F V-0" Arm z n2 M45 n56 n7 I Z ) BLDG SECTION @ GRID LINE F.9 1/8" = 1 ' - 0" U) w 0 z w 0 s Z W W M r 41 S11110 F.4 STAMP OF RECORD: job number 04070 issue date 52.21 - Ro 03.27.06 152'- 0 1 I I I TOS = 147' - 9" 06.09.06 Final DRB sub 05.15.06 DD Set 147' - 911 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 52.15 - Leve 1 5 01.10.07 Sit Mill Order 4 01.15.07 Permit Set 141'- 11 314" Stl Detailing 02.23.07 Construction Set 04.02.07 52.14 - Level 4 04.23.07 Clarification Revised A 131'- 11 3/4" Permit sheet number BUILDING SECTIONS S2.13 - Level 3 L. 121'- 5 3/4" F �S0J04 52.1 - Leve 2 110'- 11 3/4" 52.11 - Level 1 100' -0" S2.02 - Level 0. S2.01 - Le�el� F 86 TOC = 32'-0" 82 I Z ) BLDG SECTION @ GRID LINE F.9 1/8" = 1 ' - 0" U) w 0 z w 0 s Z W W M r 41 S11110 F.4 STAMP OF RECORD: job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 06.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Sit Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised A 12.14.07 Permit sheet number BUILDING SECTIONS G, F & F.9 S4.02 O K (M LO LI z X E B RACING a GRID LINE 17 F. 3! 2) Y tis s t !! X �` X N C 0 G G.42 S2.12 - Leve 12 7 y 110' - 113/4" Ln cn .. � T B X Ln X �`' 1A C/) N S2.11 -Level 1 100' - 0" U F S4.15 E 0 S2.14 - Lev 4 131'- 11 3/4" S4.15 91 +0 J 52.21 - Roof Y 1p 52.15 - Level 5 - 52.13 - Leve 13 �sf T8 Y 141 ' - 11 3/4" c 7 ^` s 3 I- 121' - 53/4" X CD Stl Mill Order 2 g1 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 N X 121' y sss co X co 52.14 - Level 4 C/) L �� 04.23.07 131'- 11 3/4" S2.14- Level 4 Revised Q 12.14.07 S2.14 - Level 93 52.12 - Leve 12 n Y -- S2.14 - Level 4 110'- 11 3/4" 131'- 11 3/4" s�7 � r�1 - 10i +14 k ( 1x7 s us 121'- 5 3/4" X 6 ) 52.13 - Level 3 co S2 .13 - Level 3 S2.13 - Level 3 121'- � 121' - 53/4" 52.13 -Level 3 t sa r 1 -121+12 X25 Sys 5 121'- 5 3/4" S2.11 -Level 1 g1' 52.12 - Level 2 100' - 0" 5 110'- 11 3/4" S2.12 - Leve 12 Y co ti a ss t . 110'- 11 3/4" � 110'- 11 3/4" � LO 52.12 - Leve 12 X co T � 110'- 11 3/4" 1 100' - 0" S2.11 -Level 1 100' - 0" S2.11 -Level 1 - - 100' - 0" LO LI z X E B RACING a GRID LINE 17 F. 3! 2) Y tis s t !! X �` X N C 0 G G.42 S2.12 - Leve 12 7 y 110' - 113/4" Ln cn .. � T B X Ln X �`' 1A C/) N S2.11 -Level 1 100' - 0" U F S4.15 E 0 S2.14 - Lev 4 131'- 11 3/4" S4.15 91 +0 ILI In nJ ( J 52.21 - Roof Y 1p S2.13 - Level 3 Icy 52.13 - Leve 13 �sf T8 Y - 5 3J4 " c 7 ^` s 3 I- 121' - 53/4" X CD Stl Mill Order 2 co Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 N X 121' y sss co X co 52.14 - Level 4 C/) L �� 04.23.07 131'- 11 3/4" S2.14- Level 4 Revised Q 12.14.07 co = 93 52.12 - Leve 12 n Y y S2.14 - Level 4 110'- 11 3/4" `n s�7 � �2 - 10i +14 k ( 1x7 s us 121'- 5 3/4" X 6 ) 52.13 - Level 3 co S2 .13 - Level 3 S2.13 - Level 3 121'- � 121' - 53/4" t sa r 1 -121+12 X25 Sys 5 Y 07 S2.11 -Level 1 52.12 - Level 2 100' - 0" ILI In nJ ( e 1 z A. _ 11 LP 52.14 - Level 4 C D E CA EA TOS = 147' - 9 " n --- N 7C 147'- 9" v � y, > j X• S2.15 -Level 5 - - -- 141' - 11 3/4° S r`S Ln 14i +15 s IQ Lo ,y 52.21 - Roof - S2.15- Level 5 Icy 52.13 - Leve 13 �sf T8 Y 141'- 11 3/4" �s ^` s 3 I- 121' - 53/4" X CD Stl Mill Order 2 co Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 u? 01.29.07 y sss co X co 52.14 - Level 4 04.02.07 L �� 04.23.07 131'- 11 3/4" S2.14- Level 4 Revised Q 12.14.07 co = I�' 131'- 11 3/4" N S2.12 - Level 2 S2.14 - Level 4 Y bt, - 131' - 11 3/4" � �1 k ( 1x7 s us 121'- 5 3/4" X 52.13 - Level 3 co S2 .13 - Level 3 S2.13 - Level 3 121'- � 121' - 53/4" t sa r 1 -121+12 X25 Sys 5 k 52.12 - Level 2 5 110'- 11 3/4" S2.12 - Leve 12 Y co ti a ss t . 110'- 11 3/4" � 110'- 11 3/4" � LO y X co T � 52.11 - Level 1 100' - 0" S2.11 -Level 1 100' - 0" S2.11 - Level 1 100' - 0" e 1 z A. _ 11 LP 52.14 - Level 4 C D E CA EA TOS = 147' - 9 " n --- N 7C 147'- 9" v � y, > j X• S2.15 -Level 5 - - -- 141' - 11 3/4° S r`S Ln 14i +15 s IQ Lo 131'- 11 3/4" Sts uQ 241 +30 L (n � � Y 110'- 11 3/4" ' KA �J I C hs 54.15 ss�,St 11 0,>" 3' - 0 i!8" m w - 11l +31 L6 co Y N -12l +9 - 15i +21 Ln C co v� 71 +20 Y n ,y 52.21 - Roof - A Icy 52.13 - Leve 13 �sf T8 Y ti �s ^` s 3 I- 121' - 53/4" X CD Stl Mill Order 2 co Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 u? 01.29.07 y sss co X co 52.14 - Level 4 04.02.07 L �� 04.23.07 131'- 11 3/4" 52.12 - Leve 12 Revised Q 12.14.07 co = I�' � N S2.12 - Level 2 131'- 11 3/4" Sts uQ 241 +30 L (n � � Y 110'- 11 3/4" ' KA �J I C hs 54.15 ss�,St 11 0,>" 3' - 0 i!8" m w - 11l +31 L6 co Y N -12l +9 - 15i +21 Ln C co v� 71 +20 Y n F S2.13 - Leve 13 Q ,y 52.21 - Roof - A 152'- 0 1/2" interim �sf T8 21 +3 X 141'- 11 3/4" �s ^` s 3 I- Stl Mill Order 1 X CD Stl Mill Order 2 co Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 52.15 - Level 5 01.29.07 y sss "' 141'- 11 3/4" 52.14 - Level 4 04.02.07 Sloped Roof 04.23.07 131'- 11 3/4" 52.12 - Leve 12 Revised Q 12.14.07 Permit C Z � Y S2.14 - Level 4 Y %y ss�s�rs - 131' - 11 3/4" � m -91 +5 121'- 5 3/4" X A co S2 .13 - Level 3 S2.13 - Level 3 Y � 121' - 53/4" t sa r 1 -121+12 s 's 52.12 - Leve 12 52.12 - Level 2 5 110'- 11 3/4" S2.12 - Level 2 Y co ti a ss t . 110'- 11 3/4" � � LO y X co T � 52.11 - Level 1 100' - 0" S2.11 -Level 1 100' - 0" F S2.13 - Leve 13 Q ,y DRB sub - 121'- 5 3/4" V LO interim 05.09,06 Final DRB sub 141'- 11 3/4" X ^` s 3 I- Stl Mill Order 1 X CD Stl Mill Order 2 co Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 52.14 - Level 4 04.02.07 Sloped Roof 04.23.07 131'- 11 3/4" 52.12 - Leve 12 Revised Q 12.14.07 Permit -' 110 11 3/4" a s ] 1 0 10110 M461 • 11 • (M� w� In nJ nK nM date DRB sub 03.27,06 52 .15 -Level 5 03.29.06 interim 05.09,06 Final DRB sub 141'- 11 3/4" DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 52.14 - Level 4 04.02.07 Sloped Roof 04.23.07 131'- 11 3/4" 52.14 -Level 4 Revised Q 12.14.07 Permit 131'- 11 3/4" S2.13 -Level 3 121'- 5 3/4" S2 .13 - Level 3 121'- 5 3/4" b * � ys k�+ 52.12 - Leve 12 52.12 - Level 2 5 110'- 11 3/4" y R"t•'� 5 b * � 1 52.11 - Level 1 100' - 0" w� In nJ nK nM BRACING NOTES t 10l +14 INDICATES BRACING FORCE FOR 0.7 SEISMIC (=SERVICE) WITHOUT COLUMN LOAD CONTRIBUTION. (-) COMPRESSION i ( +} TENSION 2. COLUMN LOADS ARE DEAD LOAD + LIVE LOAD WITHOUT OVERTURNING CONTRIBUTION. F F.52 F.7 G S2.14 - Leve 14 Y ti 131' - 11 3 /4" - 19i +25 R �ffr �`SS - 211 +17 X h� L 7 8� Lo cn co Ln 52.13 - Leve 13 121'- 5 3/4" - 24/ +22 0 a S2.12 - Level 2 110'- 11 3/4" U C Q) 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 1 � i U� Q U r I job number 04070 issue date DRB sub 03.27,06 52.15 - Level 5 03.29.06 interim 05.09,06 Final DRB sub 141' - 11 3J4" DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 52.14 - Level 4 04.02.07 Sloped Roof 04.23.07 131'- 11 3/4" Revised Q 12.14.07 Permit S2.13 -Level 3 121'- 5 3/4" 52.12 - Leve 12 110' - 11 3/4" 5 1 tis� R"t•'� 52. 11 - Leve I 1 100' - 0" BRACING NOTES t 10l +14 INDICATES BRACING FORCE FOR 0.7 SEISMIC (=SERVICE) WITHOUT COLUMN LOAD CONTRIBUTION. (-) COMPRESSION i ( +} TENSION 2. COLUMN LOADS ARE DEAD LOAD + LIVE LOAD WITHOUT OVERTURNING CONTRIBUTION. F F.52 F.7 G S2.14 - Leve 14 Y ti 131' - 11 3 /4" - 19i +25 R �ffr �`SS - 211 +17 X h� L 7 8� Lo cn co Ln 52.13 - Leve 13 121'- 5 3/4" - 24/ +22 0 a S2.12 - Level 2 110'- 11 3/4" U C Q) 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 1 � i U� Q U r I job number 04070 issue date DRB sub 03.27,06 for contr 03.29.06 interim 05.09,06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised Q 12.14.07 Permit sheet number EASTNVEST BRACING ELEVATIONS 54.11 C D E E.6 B $4.15 p 52.15 -Level 5 m y S4.15 '— 141' - 11 3/4" ti �x�1 Ln 151 +9 M E 2 co S4.15 = E s 0 52.14 - Level 4 131'- 11 3/4" Ln 6' Ln 11 +25 ��s I Ln L6 LA S2.13 -Level 3 121' - 5 3/4" A BRACING @ GRID LINE 15 S4.12 1/8" = 1' -0" AM S2.21 - Roof h E B RACING@ GRID LINE 25.4 S4.12 1/8" = V -0" BR ACING @ i LINE 24 © BRACING i LINE 8.2 � 13l +10 w W z S2.14 - Leve 14 —' 131'- 11 3/4" M� I 52.15 - Level 5 y — 141'- 11 3/4" � � 31 +41 �01� s � _ S2.14- Level 4 '— 131' - 11 3/4" © BRACING i LINE 13 M)(L ) (K J S2.21 - Roof 152'- 0 1/2" date 152'- 0 112" N for contr — 141'- 11 3/4" 1' interim 05.09.06 t it +8 ' 7& X N X -iZ-iS �� I: X r 01.10.07 C/) a3 _ _ `' 52.15 - Level 5 Construction Set 04.02.07 1 d1' - 11 'Wd" E B RACING@ GRID LINE 25.4 S4.12 1/8" = V -0" BR ACING @ i LINE 24 © BRACING i LINE 8.2 � 13l +10 w W z S2.14 - Leve 14 —' 131'- 11 3/4" M� I 52.15 - Level 5 y — 141'- 11 3/4" � � 31 +41 �01� s � _ S2.14- Level 4 '— 131' - 11 3/4" © BRACING i LINE 13 M)(L ) (K J S2.21 - Roof 152'- 0 1/2" GA) ( H date 52.15 -Level 5 /-� N for contr — 141'- 11 3/4" 1' interim 05.09.06 C O 14/ +9 ' DD Set X X x 6 I: 12.27.06 5�� 01.10.07 Stl Mill Order 4 i ► S2.14 - Level 4 n 01.29.07 l OW WWW A X, �� Construction Set 04.02.07 Sloped Roof 04.23.07 Leve 4 Revised 12.14.07 9 Permit �i • ii `i'i 'i • i• i WE 1*1 WE WE ii • ii • i• i • i ►• i • i • i • i 1 1*1 WE WE I WE WE �� , M N � , IN, WE 40 " w `� �M 1 * 1 �� W W W W, MI A WA WMAM,dW Level 2 11, 1 K � ��r�� v�� F OUNDATIO N ! 2 0 A - ! • i i ! ii GA) ( H 14YR Eel I I i BRACING NOTES 1_ 10/ +14 INDICATES BRACING FORCE FOR 0.7 SEISMIC (= SERVICE) WITHOUT COLUMN LOAD CONTRIBUTION. ( -) COMPRESSION ! ( +) TENSION 2, COLUMN LOADS ARE DEAD LOAD + LIVE LOAD WITHOUT OVERTURNING CONTRIBUTION. U Vl r � V 5 L&I 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com rl 0 w Q� i UJ i Q . LU I >• 0 UJ J I job number 04070 issue date 52.15 -Level 5 /-� N for contr — 141'- 11 3/4" 1' interim 05.09.06 C O 14/ +9 05.15.06 DD Set X X x 6 Stl Mill Order 2 12.27.06 5�� 01.10.07 Stl Mill Order 4 01.15.07 S2.14 - Level 4 n 01.29.07 Sill Detailing — 131'- 11 3/4" 14YR Eel I I i BRACING NOTES 1_ 10/ +14 INDICATES BRACING FORCE FOR 0.7 SEISMIC (= SERVICE) WITHOUT COLUMN LOAD CONTRIBUTION. ( -) COMPRESSION ! ( +) TENSION 2, COLUMN LOADS ARE DEAD LOAD + LIVE LOAD WITHOUT OVERTURNING CONTRIBUTION. U Vl r � V 5 L&I 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com rl 0 w Q� i UJ i Q . LU I >• 0 UJ J I job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Sill Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised 12.14.07 9 Permit sheet number EASTMEST BRACING ELEVATIONS 54.12 ils it 13 N M (7 BRACING @ GRID LINE C �13 118" = 1' -0" 24 32 1 7 L0 CNJ M X Ln 46 c') C/) M 0 ? A&L @ GRID LINE F.45 V-0" 32.14 - Leve 14 IN '7 ti X co C C/) as 1 0 - 7 ) ( 9 um S2.1 - Leve 2 S2.13 - Leve 1 3 52.12 - Leve 1 22 110 - 11 110' - 11 3/411 LD IC-0 X5X 187 �D - 131 +12 rs r x Ln Ln C/) V) 01.10.07 W / >1 k (0 ')4�P X > J J Stl Detailing D S2.11 - Level 1 S4.15 54,15 J 100 (7 BRACING @ GRID LINE C �13 118" = 1' -0" 24 32 1 7 L0 CNJ M X Ln 46 c') C/) M 0 ? A&L @ GRID LINE F.45 V-0" 32.14 - Leve 14 IN '7 ti X co C C/) as 1 0 - 7 ) ( 9 um BRACING @ GRID LINE F.1 98" = V-0" 9 S2.1 - Leve 2 S2.13 - Leve 1 3 S2.15 - Level 5 141'- 11 3/4" 22 110 - 11 LO 05.09.06 X5X 187 cv 111 +15 - -T X rs X 7 � L" Ln C/) 50 0 01.10.07 W / >1 k (0 ')4�P X > J J Stl Detailing 52.11 - Leve 1 1 X S4.15 110'- 11 3/4' 100 - 0 _Z S2.13 - Level 3 BRACING @ GRID LINE F.1 98" = V-0" 9 S2.15 - Level 5 141'- 11 3/4" S2.13 - Leve 1 3 S2.15 - Level 5 141'- 11 3/4" 22 121'- 5 3/4" LO 05.09.06 �C 52.1 - Leve 4 rs X 7 � L" Ln C/) 50 0 01.10.07 W / >1 k (0 ')4�P X > A co Stl Detailing S2.12 - Level 2 X IL 110'- 11 3/4' BRACING @ GRID LINE F.1 98" = V-0" 9 S2.15 - Level 5 141'- 11 3/4" 1 11 S2.15 - Level 5 141'- 11 3/4" 22 52.14 - Leve 1 0 05.09.06 Final DRB sub 52.1 - Leve 4 UJ -7 Ln L" LD 131'- 11 3/4" 50 0 01.10.07 W / >1 k (0 ')4�P X > A co Stl Detailing • U X co rQ �-o 04.23.07 Clarification S2.13 - Level 3 C/) t 121'- X 131'- 11 3/4" 131'- 11 3/4" C/) S2.13 - Level 3 —& LO 121' - 5 314" LO 0 co a wo I VIA BRACING @ GRID LINE E HIM 6410 Im hi 4' 6518" 52.12 - Level - Q 1 110' - 11 3/4 Ln M C111 I N S2.11 Level 1 1 100 - 0 as l Lsez 11 IN 31 S2.13 - Leve 3 _&1 121'- 5 3/4" F771 S2.12 - Leve 12 1 10' - 11 3/4" 52.14 - Level 4 131'- 11 3/4" 15 LQ cn S2.13 - Leve 1 3 121'- 5 3/4" BRACING NOTES I INDICATES BRACING FORCE FOR 0,7 SEISMIC (=SERVICE) WITHOUT COLUMN LOAD CONTRIBUTION. (-) COMPRESSION / (+) TENSION 2. COLUMN LOADS ARE DEAD LOAD + LIVE LOAD WITHOUT OVERTURNING CONTRIBUTION. S2.15 - Level 5 141'- 11 3/4" DRB sub S2.15 - Level 5 141'- 11 3/4" for contr 52.14 - Leve 1 0 05.09.06 Final DRB sub 131'- 11 UJ -7 Ln L" LD 7& 50 0 01.10.07 W > >1 k (0 ')4�P X > A co Stl Detailing • U w C21: co J 04.23.07 Clarification S2.13 - Level 3 < t 121'- 5 3/4" as l Lsez 11 IN 31 S2.13 - Leve 3 _&1 121'- 5 3/4" F771 S2.12 - Leve 12 1 10' - 11 3/4" 52.14 - Level 4 131'- 11 3/4" 15 LQ cn S2.13 - Leve 1 3 121'- 5 3/4" BRACING NOTES I INDICATES BRACING FORCE FOR 0,7 SEISMIC (=SERVICE) WITHOUT COLUMN LOAD CONTRIBUTION. (-) COMPRESSION / (+) TENSION 2. COLUMN LOADS ARE DEAD LOAD + LIVE LOAD WITHOUT OVERTURNING CONTRIBUTION. Fft BRACING @ GRID LINE F M E 71 '7 CD C/) C/) (T� BRACING @ GRID LINE F r `m � k �8 ?S LQ M BRACING @ GRID LINE EAJ a n a ?" w 00yel 604, 1914 1 L I S2.15 - Level 5 141'- 11 3/4" LO cry 52.1 - Leve 4 131'- 11 3/4" C W n V A-- 137 main street, suite G004 box 5055 edwards, colorado 81632 970,926.2622 rkd@rkdarch.com W S2.15 - Level 5 141'- 11 3/4" DRB sub S2.15 - Level 5 141'- 11 3/4" for contr 03.29.06 0 05.09.06 Final DRB sub z UJ -7 W 1 LD 7& L3 01.10.07 W > X L6 C/) Stl Detailing • U C/) w J 04.23.07 Clarification S2.14 - Level 4 < 52.1 - Leve 4 > 131'- 11 3/4" 131'- 11 3/4" Fft BRACING @ GRID LINE F M E 71 '7 CD C/) C/) (T� BRACING @ GRID LINE F r `m � k �8 ?S LQ M BRACING @ GRID LINE EAJ a n a ?" w 00yel 604, 1914 1 L I S2.15 - Level 5 141'- 11 3/4" LO cry 52.1 - Leve 4 131'- 11 3/4" C W n V A-- 137 main street, suite G004 box 5055 edwards, colorado 81632 970,926.2622 rkd@rkdarch.com W date DRB sub w for contr 03.29.06 0 05.09.06 Final DRB sub z UJ 10.23.06 W 1 0 12.27.06 z LU 01.10.07 W > • J 01.29.07 Stl Detailing • U UJ w J 04.23.07 Clarification < 0 TM > U co 0 I job number 04070 issue date DRB sub .27, for contr 03.29.06 interim 05.09.06 Final DRB sub 05.16.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Sti Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.16.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Revised A 12.14.07 Permit NORTH/SOUTH BRACING ELEVATIONS S4.13 U w U w r 5 LWI BR ACING @ GRID LINE �,l S2.21 - Roof 152'- 0 1/2" -51 +4 141'- 11 3/4 N 5/ +7 X X V' N 'r L O y8 c�i� X55 M S2.21 - Roof 152'- 0 1/2" Ln 6l +8 LQ LI) Y S2.15 - Level 5 141'- 11 3/4" 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 0 UJ Z > W 1 0 > 0 W J 0 w UJ J i i � �< • TO U� U) Q U BRACING NOTES 1. 101 +14 INDICATES BRACING FORCE FOR 0.7 SEISMIC (= SERVICE) WITHOUT COLUMN LOAD CONTRIBUTION. ( -) COMPRESSION i ( +) TENSION Z COLUMN LOADS ARE DEAD LOAD + LIVE LOAD WITHOUT OVERTURNING CONTRIBUTION. job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRS sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 1127.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Q Revised 12.14.07 9 Permit NORTH /SOUTH BRACING ELEVATIONS 54.14 J U C W U QJ BRA -51 +4 5.4) (32 52.21 - Roof N 152' -0112" Y SS �rB,,� �- Ln x X Ln � X55 141'- 11 3/4" a Sh BRACING @ GRID LINE F.69 c BRACING GRID LINE G.4 S4.14 118" = V -0" 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 date DRB sub 03.27.06 for contr 03.29.06 0 05.09.06 Final DRB sub Z Uj > 10.23.06 W i 0 12.27.06 Uj i W > < 0 j 01.29.07 Stl Detailing 0 w LU J i � R Q Revised • Ir 9 Permit U� N Q U BRACING NOTES 1 101 +14 INDICATES BRACING FORCE FOR 0.7 SEISMIC (= SERVICE) WITHOUT COLUMN LOAD CONTRIBUTION. ( -) COMPRESSION / ( +) TENSION 2. COLUMN LOADS ARE DEAD LOAD + LIVE LOAD WITHOUT OVERTURNING CONTRIBUTION. issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Sloped Roof 04.23.07 Clarification Q Revised 12.14.07 9 Permit NORTH /SOUTH BRACING ELEVATIONS 54.14 A . S4.15 E S4.15 GL ST CL COLUMN TYP BRACT 3/4" = 1' -0" COLUMN BRACE CON 3/4" = 1' -0" BRACE 3M T.O.S. RE: PLAN T.O.S. RE: PLAN BEAM BRACE 3/4" = 1'-0" CL COLUMN BRACE CONN @ TOP �.l 5 3/4" = 1'-0" BRACE COLUMN G ) BRACE CONN @ COLUMN S4.15 3/4" = 1'-0" Z BRACE BEAM T.O.S. RE: PLAN BOTH 3 SIDES>�3 D' S4.15 BRACE 3/4" = 1' -0" CENTER BRACE ORM FOR ADDITION INFORMATION RE: FOR H BASE CONDITION K � 5 3/4" = 1'-0" BOTH SIDES BRACE HSS BRACE W/ 3 / 4 "0 A307 ERECTION BOLT - REMOVE BOLT AFTER WELDING T.O.S. RE: PLAN CE BEAM C 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com • • 7� 01 CD <N V) 6 cn 0 PARTIAL PEN BRACE BRACE W1 3 / 4 "0 A307 TION BOLT - REMOVE AFTER WELDING CL BEAM BEAM RE: PLAN LAYOUT FOR ADDITIONAL INFORMATION RE: A/S4.15 CE BRACE S BRACE W/ 3 / 4 "0 A307 ECTION BOLT - REMOVE )LT AFTER WELDING CL COLUMN B BRACE CONN @ TOP ( � . �15 3/4" = 1' -0" FOR ADDITIONAL INFORMATIO RE: A/54.15 T.O.S. RE: PLAN BRACE FOR ADDITIONAL INFORMATION RE: A/S4.15 CL COLUMN FOR ADDITIONAL INFORMATION CE BEAM T.O.S. RE: PLAN FOR ADDITIONAL INFORMATION RE: A/S4.15 job number 04070 issue date DIRBsub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DID Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01,15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Cl cation anr A Revised 12.14.07 Permit sheet number BRACING DETAILS S4.15 7� C) Lil Li CD q (E) TYPE (D FOOTING 6'-6"x6'-6"x1'-6" 3'-3" TYP l'-6" 1'-9" NP — Ty — P 0 0 E) ELEVATOR PIT WALL � 03.27.06 0 0 0 ASSUMED MICROPI 3/4" = 1'-0" COLUMN RE: SCHEDULE— ISOLATION POUR 9 5" SLAB ON GRAVEL SUBBASE To AR -� C tSLOPLETO DRAIN RE AR T . O.F. 00 Oo A Cn Ui Of 0 0 T.O.F. 81'-2" T.O.SLAB 82'-0" ZI A CE MICROPILE YO UT- 4 PILES FOOTING RE: S�HEDULE RE: SCHEDULE INTERIOR FOOTING S5.0) 3/4" 1'-0" T.O.C. FIRST T.O.W. 99'-8" T.O.F. KJ' PILASTER @ G24 S5.01 3/4" = 1 0 Q 0 T.O.W. 86'-0" X—X—X— NOTE: CONC = 4000 PSI W1Ox60 COLUMN W/ (4) 3 / 4 "06" EPDXIED BOLTS 1 / 2 " GROUT 4" SLAB/ METAL DECK (E) 12" BASEMENT WALL FILL (E) BEAM SLOT 24" PEDESTAL x (6) #6 VERTS (3 EA SIDE) #4x L TIES @ 16" O.0 22 DRILL 6" INTO (E) WALL & EPDXY GROUT #6 DOWELS x 18" @ VERTS 1 EPDXY GROUT IN / HOLES Z ' I In, r N J ff Js W(, OI S5 3/4" 1' -0" 8" 4 PAV 12, 4 #5 4 #5x @ 4'- 6 � PEDESTAL @ PORTE S5.01) 3/4" = 1' -0" 12" O.C. T.O.C. RE: PLAN EA WAY 12" O.C. T.O.F RE: PLAN .EA WAY I I OF SUMP OPNG & PISTON OPNG W/ SUPPLIER - & BOTTOM ALL AROUND OPNGS PROVIDE (2) # 5 TRIM BARS TOP 6 1 5 0 °0 ° 00 0 0 0 0 0 0 P ' 0 0 RE: PLAN FDN @ CONC WALL S5.01 3/4" = 1' -0" T.O.C. RE: PLAN T.O.F. RE: PLAN 7, T T 6" 11 1' -6" 1 6 CD Of G EXTERIOR PEDESTAL K \55.01 3/4" = 1'-0" ( L PILE C 55.01 3/4" = 1' -0 PEDESTAL: 18" WIDE d-9" LONG W/ + #4 TIES @ 12" (4)#5 VERTS EA LONG FACE EXTERIOR PAVING STEM WALL BEYOND: 12" WALL W/ #4 @ 16" O.C. EA WAY EA FACE #5x 24" @ VERTS L 6 CONTINUOUS FOOTING BEYOND: l'-8" WIDE xl'-O" THICK W/ (2)#5 LONG + #4 @ 16" TRANS + #4 DOWELS @ 16" EA FACE FOOTING W/ (3)#5 LONG & #5 @ 12" TRANS CORNER OF (E) BASEMENT WALL 2'-0 "x2'-0" PILE CAP W/ (6)#8 TOP & BOTTOM & #5 STIRRUPS @ 12" O.C. MICROPILE ANCHORAGE @ CAP (BY OTHERS) MICROPILES (BY OTHERS) RE: M SHOT WALL SUB( (SHOI TEMP NORTH S5 1/4" = 1'-0" 18" WIDE x3' -9" LONG PEDESTAL W/ (4) #5x12" @ EA FACE & #4 TIES @ 12" O.C. L CANTILEVER @ SOUTH W/ 4" VOID E T.O.C. _ 6" LOW B 100'-0" T. O.C. NEW BASEMENT WALL 86 6" Iffify, MAN w 9 1, I 9 1, --- - --- 6 - 6" 12" WIDE CURB W/ #4x12"L 16" O.C. EA FACE 6" A & (2)#4 EA FACE H PE DESTAL @ BASEMENT 5 3/4" = 1'-0" #41'-10" DOWELS @ 24" O.0 DRILL 1 / 8 "0 HOLE IN (E) CONC EPDXY GROUT T.O.C. MATCH (E) M NEW SLAB CONN @ (E) SLAB K S5. 0 3/4" = 1'-0" W% 137 main street, suite 0004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com UJ Z W UJ �o O Q Z UJ OL W >o < J W U) 0 W J �< 0 > r11 r rn :0 1,36 7,33 Z_ ........ L job number 04070 issue date E) ELEVATOR PIT WALL � 03.27.06 for contr Ll� I DEMOLISH interim 05.09.06 Final DIRB sub 05,15.06 DID Set ELEVATOR PIT FLOOR SAW CUT @ EDGE 12.07.06 R E) MOLISH) OF FTG Stl Mill Order 3 01.10.07 (E) 01.15.07 Permit Set T.O.C. Stl Detailing 02,23:07 / /' I/ 77771 82'-0" 7 � 77 7 � 04.23.07 Clarification Revised 12.14.07 Permit If T.O.C. z 80'-0" 1/2 EXTENT OF (E) 2 — FTG @ G-15 I In, r N J ff Js W(, OI S5 3/4" 1' -0" 8" 4 PAV 12, 4 #5 4 #5x @ 4'- 6 � PEDESTAL @ PORTE S5.01) 3/4" = 1' -0" 12" O.C. T.O.C. RE: PLAN EA WAY 12" O.C. T.O.F RE: PLAN .EA WAY I I OF SUMP OPNG & PISTON OPNG W/ SUPPLIER - & BOTTOM ALL AROUND OPNGS PROVIDE (2) # 5 TRIM BARS TOP 6 1 5 0 °0 ° 00 0 0 0 0 0 0 P ' 0 0 RE: PLAN FDN @ CONC WALL S5.01 3/4" = 1' -0" T.O.C. RE: PLAN T.O.F. RE: PLAN 7, T T 6" 11 1' -6" 1 6 CD Of G EXTERIOR PEDESTAL K \55.01 3/4" = 1'-0" ( L PILE C 55.01 3/4" = 1' -0 PEDESTAL: 18" WIDE d-9" LONG W/ + #4 TIES @ 12" (4)#5 VERTS EA LONG FACE EXTERIOR PAVING STEM WALL BEYOND: 12" WALL W/ #4 @ 16" O.C. EA WAY EA FACE #5x 24" @ VERTS L 6 CONTINUOUS FOOTING BEYOND: l'-8" WIDE xl'-O" THICK W/ (2)#5 LONG + #4 @ 16" TRANS + #4 DOWELS @ 16" EA FACE FOOTING W/ (3)#5 LONG & #5 @ 12" TRANS CORNER OF (E) BASEMENT WALL 2'-0 "x2'-0" PILE CAP W/ (6)#8 TOP & BOTTOM & #5 STIRRUPS @ 12" O.C. MICROPILE ANCHORAGE @ CAP (BY OTHERS) MICROPILES (BY OTHERS) RE: M SHOT WALL SUB( (SHOI TEMP NORTH S5 1/4" = 1'-0" 18" WIDE x3' -9" LONG PEDESTAL W/ (4) #5x12" @ EA FACE & #4 TIES @ 12" O.C. L CANTILEVER @ SOUTH W/ 4" VOID E T.O.C. _ 6" LOW B 100'-0" T. O.C. NEW BASEMENT WALL 86 6" Iffify, MAN w 9 1, I 9 1, --- - --- 6 - 6" 12" WIDE CURB W/ #4x12"L 16" O.C. EA FACE 6" A & (2)#4 EA FACE H PE DESTAL @ BASEMENT 5 3/4" = 1'-0" #41'-10" DOWELS @ 24" O.0 DRILL 1 / 8 "0 HOLE IN (E) CONC EPDXY GROUT T.O.C. MATCH (E) M NEW SLAB CONN @ (E) SLAB K S5. 0 3/4" = 1'-0" W% 137 main street, suite 0004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com UJ Z W UJ �o O Q Z UJ OL W >o < J W U) 0 W J �< 0 > r11 r rn :0 1,36 7,33 Z_ ........ L job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DIRB sub 05,15.06 DID Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02,23:07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification Revised 12.14.07 Permit sheet number FOUNDATION DETAILS 55.01 ELEVATOR PIT ��S5 .01 3/4" = 1'-0" CD a N Q 0 a J Q_ 0 0 z W 0 0 Z m 0 e CL EQ EQ Z - "' 2' -4" A� CONT FOOTING Q GARDE 5.021 3/4" = 1' -0" VENEER WHERE SHOWN - - RE: ARCH CONTROL JT @ 15' -0" O.C. MAX. - SEE NOTE 1 SEE NOTE 2 ----� 4 C d e VENEER TIES @ 16" O.C. — EA WAY T.O. GRADE OR I PAVING FULLY GROUTED 6" CMU WITH VENEER TI S @ 16" O.C. EA WAY f U 9 T.O.F. RE: PLAN cx� z x x �/2 CLR� , ,(,CLR METAL STUD BRG WALL NEW CONT FOOTING - RE: PLAN (3) #5 CONT TOP & BOTTOM W/ #3 TIES @ 12" SAW CUT (E) SLAB AS REQ'D INSPECTION OF BRG STRATA BY SPECIAL INSPECTOR REQ'D U 2 2' -4" �VEL B PAD FOOTING @ GARDEN (4) PLACES 55 3/4" = 1' -0" VENEER ANGLE RE: C /S0.02 T.O.W. VARIES z RE: PLAN —DRAINAGE MAT OR 12" THICK FRENCH ,,► =� '" DRAIN SEE NOTE 5 i 99 RAIN TO DAYLIGHT 8 ��FS 8 ~ � T.O.F. RE: PLAN �I ADDITIONAL "g ' LH BAR @LN>3FT O°a0 0 o Oo O 0 ( O o C � h TW W KEG RETAINING WALL J FOUNDATION ?.02 1/4" = 1' SECTION -UNIT 102 4L STUD BRG WALL V'$ FOOTING W/ (3) #5 NAY CUT (E) SLAB AS REQ'D 'ECTION OF BRG STRATA SPECIAL INSPECTOR REQ'D RETAINING WALL SCHEDULE HEIGHT ABOVE FOOTING WALL THICKNESS FOOTING THICKNESS LENGTH OF HEEL BASE TOE COVER WALL STEEL FOOTING STEEL 05.15.06 INSIDE FACE OUTSIDE FACE 12.07.06 VERTS SLICE LENGTH HORIZ VERTS HORIZ TRANS. TOP LONG DIAG DOWELS H TIN TF LH W TC o b c d e f 9 h 6' -0" 8" 12" 1' -4" 2' -9" 48" # @ 16" 29" #4 @ 12" - - # @ 16" # # @ 32" 8' -0" 8" 12" 1' -7" 3' -9" 48" #4 @ 10" 29" #4 @ 12" - - #4 @ 10" #4 #4 @ 30" 10' -0" 10" 12" 2' -2" 5 -0" 48" I #5 @ 10" 36" I #5 @ 14" - i - #5 @ 10" #5 #5 @ 30" 12' - 0" 12" 14" 3' - 3" 6' - 0" 48" #5 @ 8" 36" #4 @ 18" 1 # 4 @ 18r#4 @ 18" #5 @ 8" #5 #5 @ 24" DESIGN CRITERIA: 1. ACTIVE SOIL CONDITIONS (KA) 4. FRICTION COEFFICIENT = 0.40 8. SURCHARGE @ TOP OF WALL = 0 FEET, 2. LEVEL BACKFILL 5. DRAINED BACKFILL CONDTIONS 9. ALLOWABLE SOIL BEARING = 3000 PSF 3. 7 ACTIVE EQUIVALENT = 40 PCF 6. Cc = 3,000 PSI 7 PASSIVE EQUIVALENT = 240 PCF 7. fy = 60,000 PSI NOTES: 1. PROVIDE VERTICAL CONTROL JOINTS AS SHOWN ON ARCHITECTURAL DRAWINGS AND AT CORNERS. CONTROL JOINTS SHALL BE CONTINUOUS ACROSS TOP OF WALL AND ON BACKSIDE WHERE WALL IS ABOVE GRADE. 2. STOP 50% OF HORIZONTAL REINFORCING 1 FROM CONTROL JOINT AT EXPOSED FACE(S) OF WALL. 3. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR WALL LOCATION AND PROFILE. 4. DOWELS @ INSIDE FACE VERTS (BAR d) @ CONTRACTOR'S OPTION, 5. ALTERNATE DRAIN LOCATION WHEN USED WITH 4 "4 WEEPS @ 10' -0" O.C. 6. PLACE FOOTING ON UNDISTRURBED NATURAL SOILS OR COMPACTED FULL PER SOILS REPORT. 7. VENEER TIES SHALL BE DUR -O -WALL D/A CWTxl6GA TIES W/ HILTI X -DNI 19 P8 DRIVE PINS F RETAINING WALL SCHEDULE O NO SCALE 103' -10" T.O.W. VARIES T.O.SLAB 99' -10" B.O.W. X 90' -5" 0 E O2 STAIR D Q 1/4" = 1' -0" LOW STUCCO WALL - RE: ARCH NEW BASEMENT WALL 8" WALL W/ (2) #4 TOP, & # @ 16" O.C. VERT, & #4 @12" O.C. HORIZ #4x J o @ 16" O.C. 8' FOOTING W/ (2) #4 LONG & #4 @ 16' O.C. TRANS 86'- 6 " - -�h_ U Z OUNDATION Q GARDEN LEVEL LL W/ 2) #5 TOP, 16" & 5 HORIZ @ 16" 16" (2) #5 LONG + > 16 "' 3/4" = 1' - 0" RE: PLAN G NEW FOUNDATION CONN (E) WALL 24" aY -� — (6 1 , )" n r w/ ® COOLING TOWER K T " "� SLAB ON GRADE E W SECTI 55.02 3 / 4 " = 1' -0" 3 -ON -GRADE WALL 0" DOWELS @ 24" O.C. - 8 "4 HOLE IN (E) CONC & -,ROUT W/ HILTI HIT HY150 i I FOR ADDITIONAL INFORMATION RE: C /S - D FOUNDATION @ 5.02 3/4" = 1' -0" / f � - ---DEMO (E) BASEMENT WALL nT rnnir r PAVING DOWEL @ 12" O.C. GE SLAB EXTERIOR SLAB MUST COVER HORIZ EPS 8 `f' 0„ x x x I x- �� r V FOOTING 83'- 10" M 16" 24" F @ 12" (E) BASEMENT WALL NEW SLAB -ON -GRADE EXPANDED POLYSTYRENE PER ASTM C578 --TYPE II - VERT SURF = 2" MIN HORIZ SURF = 3" MIN (E) FOOTING H FROST PROTECTED SHALLOW FOOTINGS .0 3/4" = 1' -0" 8" rl T.O.W. BEYOND RETAINI BEYONI (E) WA 5" SLA #4x D 8" COP 1 #4 @ 4 @ CONT I LONG 16" 0. COOLING TOWER M SLAB ON GRADE N S 'S5.02 3/4" U C . U v :C U 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 1 • ' � {j o ' job number 04070 issue M DRB sub 6" 6" for contr I FLASHING - RE: ARCH - 05.09.06 6" DEEP PROTECTIVE MAT'L 05.15.06 OR COATING OPAQUE & / WEATHER RESISTANT 12.07.06 86'-0" 12.27.06 Stl Mill Order 3 / Stl Mill Order 4 01 A 5.07 Permit Set x- Stl Detailing 02.23.07 85' - 1" / Slope Roof 04.23.07 Clarification ® Revised 12.14.07 Permit f EXTERIOR SLAB MUST COVER HORIZ EPS 8 `f' 0„ x x x I x- �� r V FOOTING 83'- 10" M 16" 24" F @ 12" (E) BASEMENT WALL NEW SLAB -ON -GRADE EXPANDED POLYSTYRENE PER ASTM C578 --TYPE II - VERT SURF = 2" MIN HORIZ SURF = 3" MIN (E) FOOTING H FROST PROTECTED SHALLOW FOOTINGS .0 3/4" = 1' -0" 8" rl T.O.W. BEYOND RETAINI BEYONI (E) WA 5" SLA #4x D 8" COP 1 #4 @ 4 @ CONT I LONG 16" 0. COOLING TOWER M SLAB ON GRADE N S 'S5.02 3/4" U C . U v :C U 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 1 • ' � {j o ' job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01 A 5.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification ® Revised 12.14.07 Permit sheet number FOUNDATION DETAILS S5.02 1' -4" 0 r, 0 d- N a 0 J a 0 z W W z N 0 GD CD 0 z m 0 T.O.M. RE: ARCH T.O.GRADE RE: ARCH Ck� A � PATIO WALL (EXTERIOF ).031 3/4" = 1' -0" E ANGLE TO COLUMN S5.03 3/4" = 1' -0" BOND BEAM W/ (2) # / - 8" CMU WALL W/ SOLID GROUT - REINF # VERT @ 24" O.C. O. @EDGE _. Tvo I I "1 0. OVER 4" NING GRAVEL LL W/ (2) #5 TOP, 24' & #5 HORIZ @ 24" 24" (2) #4 LONG + 24"' PALN T.O.M. RE: ARCH i• 1 5" S.O.G. OVER FREE DRAINING T.O.LOWER SLAB 81' -9 .1 B PATI S5.03 3/4" = 1' -0" #4 CONTINUOUS - SEALANT JOINT - RE: ARCH #5x3' -0" @ 12" O.C. W/ (2) #5 LONG EPDXIED T.O.C. W /4" PENETRATION OVER 4° 100' - 0" VING GRAVEL T.O.S. 99' -71/2" x X X T.0 W. 99 -01 rm 12 16" #4x I @ 18 "O.C. EPDXIED INTO TOP OF (E) END W /6" PEN. 0 1'-6" 4f 16 (2) 5/8 X3" W.A. @ 3" GA. 3/16V STRUCTURAL SLAB = 1 /2" BASEPLATE + 1 1 2 " NON- SHRINK GROUT / / W12'S BETWEEN G.L.'S 11 C & 13 @ E BASEMENT WA 3.03 3/4" = 1' -0" I T.O.S. 8 8 , 11/2 „ -- BOND BEAM W/ (2) # 8" CMU WALL REINF W / #5 VERT @ 24" O.C. @ CENTER n F WALL R Q E C M U 55.03 1 1/2" = 1'-0" R 1 /4 x7 "x0 -10" (2) 5 / "Ox4" SLEEVE ANCHORS L4x4x% 1/4 �•- 6 1 a ©� 3/4" = 1' -0" DECK CONT W/ SLEEVE ANCHORS O.C. W12X BEAM BEARING W 1 / 2 x4xO' -6" END R% �4 G S5.03 T Try =�-- .= - - - -. L4x4x / 1 1 1 � T.O._ LANDING A F S5.03 � raj ,, , x x 88' 6" r, L4x4x�/ E 55.03 52.01 PARTIAL PLAN NEAR STAIR A 3/4" = 1' -0" U C U) n i w.r U) LIJ U Z w UJ � o 0 U) w� UJ QO � =o W NU W J Q o > U r^ M VJ � Q U STAMP Q � 0 �FC oouv. �.•.:s�N 'p 13673 ' AL � job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification �9 Revised 12.14.07 Permit A sheet number � DETAILS S5.03 137 main street, suite 0004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com a 0 i Li Q d 0 0 z cn 0 0 a (D 8" CM F =; LIGHTN F.F.E. 4TH FLOOR 132' -9�" N � F.F.E. 3RD FLOOR 122' -3" N � F.F.E. 2ND FLOOR N 8" CM1 F.F.E. 1ST FLOOR =' 100' -0" 8" FD EXISTI NEW 2" 5 6' 1 @ 8" CMU for contr 5 @ 12" CMU j 000 F _IGHT 55.11 / M Stl Mill Order 1 12.07.06 Stl Mill Order 2 141' - 11 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set III Slope Roof 04.23.07 Clarification 12" CMU 14 -25 0 Revised 12.14.07 Permit 8" CMU 4 -14 F `< 55.11 M :�:A 12" CMU 14 -25 8" CMU 4 -14 < ' G M I � 1 6 -25 I H 55.11 — I � WALL 2' i 6" { A I -H SECTION 55.11 1/4" = 1' -0" T.O.M. 146' -8" F.F.E. 142' -9" T.D.S. X 141'- 11 i � y i (E) 8" CMU WALL fl? 1 / t x3x0' -3 TOP & BOTTOM FLANGE � o L.J i V) W10x GIRDER r 7// 3/16 3/16 C BEAM CONN Q E COLUMN S5.11 1 -1/2" = 1' -0" a T.O.M. T 143' - 4" F.F.E. date DRB sub 142'-9" for contr 03.29.06 / 05.09.06 Final DRB sub 05.15.06 / T.O.S. Stl Mill Order 1 12.07.06 Stl Mill Order 2 141' - 11 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set III Slope Roof 04.23.07 Clarification I/ 2V D BEAM ( 55.11 3/4" = 1' -0" E FLOOR S5.11 3/4" = 1' - 0" RE: PLAN I WATERPROOFING & F.F.E. 1ST FLOOR a DRAINAGE BOARD - RE: ARCH F.F.E. 1ST FLOOR ')6x1 /2x /16x CONT 16CA TRACKS @ WELD TO ')6x 1 1 /2 . STUD WALL @ EA FLOOR BEAM OR )ER (6' -0" MAX) TOPPING SLAB ERPROOFING & DRAINAGE RE: ARCH UCTURAL SLAB BEAMS 1k F.F.E. � 2ND FLOOR N BEAM CONN @ EXISTH 3/4" = 1' -0" END POST HSSSx - SLOT TOP CONN PER L/S5.14 FAI i C► 3/4" = 1' -0" i T J EDGE OF DECK 55.11 3/4" = 1' -0" EXISTING l NEW :IGHT CONC TO GIRDER W (2) W ELDED /4"0 BOLTS OD I @ NEW BEAM INSULATION SYSTEM RE: E/S5.11 F. F. E. 3RD;4TH FLOOR –, – DECK o ONT W/ _ _EEVE ANCHORS C. W10x BEAM (E) STEEL GIRDER 1£x WEB THK x4 "x0' - F BEAM CONN @ EXISTING S5.11 3 / 4 " = 1' -0" K HANDRAIL STRUCT 55.11 3/4" = 1' -0" L END POST @ E C 55.11 3/4" = 1' - 0" 8" CMU WALL (4) 5 / 8 "Ox4" SLEEVE ANCHORS @ 6" GA Wx GIRDER � 2� L4x6x W/ 2 3 / 4 '9 BOLTS GROUT PACK (E) CMU BASE IE% %6 "S' (E) GIRDER U C U) U 4) 4-j U 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com U) W U Z w Uj > n o0 U) w� W Qo � =o Uj v i i � Q 3 0 U '^ M VJ � Q U issue date DRB sub 03.27,06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set III Slope Roof 04.23.07 Clarification 0 Revised 12.14.07 Permit FAI i C► 3/4" = 1' -0" i T J EDGE OF DECK 55.11 3/4" = 1' -0" EXISTING l NEW :IGHT CONC TO GIRDER W (2) W ELDED /4"0 BOLTS OD I @ NEW BEAM INSULATION SYSTEM RE: E/S5.11 F. F. E. 3RD;4TH FLOOR –, – DECK o ONT W/ _ _EEVE ANCHORS C. W10x BEAM (E) STEEL GIRDER 1£x WEB THK x4 "x0' - F BEAM CONN @ EXISTING S5.11 3 / 4 " = 1' -0" K HANDRAIL STRUCT 55.11 3/4" = 1' -0" L END POST @ E C 55.11 3/4" = 1' - 0" 8" CMU WALL (4) 5 / 8 "Ox4" SLEEVE ANCHORS @ 6" GA Wx GIRDER � 2� L4x6x W/ 2 3 / 4 '9 BOLTS GROUT PACK (E) CMU BASE IE% %6 "S' (E) GIRDER U C U) U 4) 4-j U 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com U) W U Z w Uj > n o0 U) w� W Qo � =o Uj v i i � Q 3 0 U '^ M VJ � Q U issue date DRB sub 03.27,06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification 0 Revised 12.14.07 Permit sheet number FLOOR FRAMING DETAILS 1 m Li (D cn O cD I JILLL VII\ULI\ IDS 3" VARIES T.O.C. RAMP FAI A FLOOR RAMP @ NO 51.12 3/4" = 1'-0" I 6" 2" rE GARDEN LEVEL �.l 2 3/4" = 1'-0" H REBAR LLV) xCONT W/ A. @ 16" O.C. :NT WALL 6" TnDDIKII' C1 AD SEAT #5x, 24 T. 0. C. F GARDEN LEVEL r 3/4" = 1'-0" 8 #3x 8 --R� @ 16" W/ (2) #4 CONT 4 MIN TOPPING 12" O.C. CLOSURE MATCH FLANGE T.O.C. 100'-0" UJ UJ R AS SHOWN BENT GIRDER @ (E) BASEMENT WALL K'J BENT GIRDER K BEAMS 3/4" = 1'-0" interim �.l 2 3/4" = 1'-0" 55. J12 3/4" = 1' -0" (Tn111�T1Inns_ SLAB - (@ SLAB N = � __ Cy 1' 32 VARIES RE: ARCH 1 6 3 /4 „ BRIDGE DECK - RE: S7.01 EDGE ANGLE 1/4X W/ I/ �"OxC HAS @ 18' O.C. MAX R%x @ EA BEAM Wx BEAM C 5.1 III ADDITIONAL INFORMATION RE: E/S5.12 LLV) xCONT W/ A. @ 16" O.C. EE 3/4" FRONT PLAZA �.l 2 3/4" = 1'-0" D U-41 Vl]kULI% ULIVJIU — RE: J/S5.12 T.O.C. 90'-2" yy I L a Role] I a WN 0 a - • a 10 2 3/4" = 1' -0" WALL - -BAR SLAB C) w BRG WALL FOOTING PER PLAN T.O.C. 100'-0" E FOR ADDITIONAL INFORMATION RE: FOR T.O.C. 100'--0" 4.J 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd@rkdarch.com 0 z w 12 • • job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23-07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification Revised 12.14.07 Permit sheet number FLOOR FRAMING DETAILS S�.12 RE. PLAN `d a c r c C C a N c U U c a c 4" 4" a I I z " RETURN &B l W/ 1112 TYP 0) 74 wxJ vv.H. @ X t 7" GAUGE CONNECTION CAPACITY MIN BEAM SIZE N NUMBER OF BOLT ROWS SERVICE LOAD CAPACITY (KIPS) W10 2 15 W12 3 22 W14 4 30 W16 5 45 A BEA 113 3/4" = 1' -0 T.O.S. BEAM SPLICE PER J /SO.04 SPLICE 1' -0" U.N.O. I 11 /2" I I I I I I I III E GIRDER OVER HSS S5.13 3/4" = 1' -0" T.O.S. (2) %1 STIFFENERS GIRDER - RE: PLAN 3 /16� HSS COLUMN 66; 70; 8x8 W/ CAP EI' 1 " + (4) 3 / 4 "4 BOLTS TS 'LAN /8 IL JIIt I LIYLI\ 3/4" = 1' -0" E) CONIC WALL 6x6 T.O.S = T.O.C. , SERVICE CAPACITY = 90K o u c� 0- Cn B W24 GI ).13 3/4" = 1' -0" T.O.S. W24x 11 /2 » 71/2" 33/4 33/4 71/2 11/2 I I i I I -1 d - _ i i 1 x7 W/ BASE R 1 / 2 "xl' -1" + (4) BOLTS @ BEAM ENERS PER .13 "x4 "x0' -6" W/ "Oxl SLOTTED 13 W/ 3 / 4 "0 1LDER BOLT ERED ON SLOT t L l dSS3x3 - SHORTEN AS SHOWN & INSTALL SLIP CONN 3/4" = l' - 0" T.O.S. SHEAR TAB 5/16 V \TO BEAM SHEAR TAB 5/ 16 TO WALL EL (2 ) SHEAR TABS R 1 "xl' -8" HILTI KWIK BOLT lI 3 / 4 "4 CARBON STEEL ANCHOR x5" EMBED (1 PLACE @ GRID 24) x6; 70; 1" LTS PLAN 2 IL Jilf I LI`ILR 3/4" = 1' -0" W30x GIRDER 11 /2 71 /2 71 /2 33/4133/4„ 71/2 71/2„ 1112,1 C T.O.S. \TO BEAM DRB sub SHEAR TAB 5/16 TO WALL EI interim = T.O.C. Final DRB sub 05.15.06 SERVICE 10.23.06 Stl Mill Order 1 CAPACITY Stl Mill Order 2 I I I I I I F T � - — b- II 01.10.07 Stl Mill Order 4 C Cn Permit Set - 1 C- I I -- Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof I I I I I I SHEAR TAB 5/16 V \TO BEAM DRB sub SHEAR TAB 5/16 TO WALL EI (2 ) SHEAR TABS EI / "x3 "x2' -2" WALL R \'-- - HILTI KWIK BOLT lI 3 / 4 "0 CARBON STEEL ANCHOR x5" EMBED W30x GIRDER Q (E,) BASEMENT WALL 3/4" = 1' -0" (3 PLACES @ GRID C) T.O.S. WE COLUMN - SIM TO COLUMN BELOW (2) WT TO MATCH COLUMN BELOW „3/160 3/16 BEAM SPLICE PER J /SO.04 11 /2 „ P FLG V �+ WEB WF COLUMN W/ CAP R 1 " + (4) 3 / 4 "0 BOLTS @ BEAM GAGE G GI RDER 0.13 3/4" = 1' -0 L HSS POST BASE 55.13 3/4" = 1' -0" R 10x10 COLUMN SIZE LUMN SIZE + 3 /4 "4 BOLTS <<) I III) TO MATCH COLUMN ABOVE T.O.S. e D GIRDER S5.13 3/4" = 1' -0" T.O.S. HSS 1' -0 U.N.O. 5x5 H GIRDER OVER HSS POST S5.13 3/4" = 1' -0" T.O.S. M WF PO 5.13 3/4„ = 1' -0 N - PLAN ix5; 3 % 4 , )LTS 9x9 IELOW �i IYP N SIZE IZE + BOLTS lj a TCH U U) n U 137 main street, suite 0004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 1 , s ' job number 04070 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.1 5.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification �9 Revised 1214.07 Permit sheet number FLOOR FRAMING DETAILS S5.13 � � � CD � _ C _ � o � � � _ � � � � � o u � �U GIRDERZCOLUIVIN �.l 4 3/4" = 1 '-0" A� A� " FIRST FLOOR 3/4^ l'-0^ T.O.S. JMN W/ (10"x1'-O 1 "0 BOLTS n CL THIRD FLOOR � C0NN ' 122'-3 .O4 FIRST FLOOR (E) SLAB J/16V2-12 SAW CUT @ FLG ��o.�n,�. .~~."^.`~ PER L/S5.13 An KB'� GIRDER /COLUMN rC WF PO 3/4" = 1 '-0" �.l 4 3/4" 1'—C" SECOND FLOOR � D/SO.04 COLUMN A1CONC WALL [0.C=T.8.S. — CIO / ''� «» /// UJ � /// � _. . /\ G |[) D [- R (2)L4,4,4(, '-y^ F.F.E WT6x25 CONNECTION SOUTH END NORTH END GRID 18.5± GRID 23 # BOLTS 28 1 4 (2) PLACES T G (E) GIRDER HS S5x POST // / , ' / / '|r// '[1.~/1/'L' vx/ FAI 1-1/2^ = 1'-0^ �) " 0 SHOULDER BOLT IN /ym"o SLOTTED HOLES 0�7x15xO'-6 / � _-~--__-- �, "/16"0 HOLES ' �.l 4 3/4" V—C" SHEAR TAB BEAM WEB HSS COLUMN GROUT PACKlO. HB5 AFTER DEMO FOR ARCH OPENING U SOUND ISOLATION SYSTEM STRUCTURAL DECK J/16VJ-12 NEW SLAB DECK FIELD WELDED CONNECTION 12 1 12 �. 3 / 4 "x5" ANCHORS INTO GROUTED CELLS Wx BEAM - A— r (I -" "' + I RETURN " �3/16TOP BOTTOM +1 RETURN TOP & BOTTOM /\ SHEAR TAB BEAM WEB WIDE FLANGE COLUMN 0 C U) 137 main street, suite G004 box 5055 adwardo 01832 970.928.2622 rkd@rkderch.com EFE job number 04070 issue date DR8aub 03,27.06 yoronnh 082806 interim 05.09.80 Final DRBaub 05.15.06 DD Set 10.23.08 SU Mill Order 1 12.07.06 SU K8iU Order 12.27.06 SU Mill Order 8 O1 10.07 SU KXiU Order 01.15.07 Permit Set 01.29.07 8U Detailing 02.23.07 Construction Set 04.0Z07 04.23.07 Cl ation /\ ��^ Revised 12.14.07 � po,mx sheet number FLOOR FRAMING DETAILS �... .�.... �.� �Y �N�L ANCL (2) PLACES T G (E) GIRDER HS S5x POST // / , ' / / '|r// '[1.~/1/'L' vx/ FAI 1-1/2^ = 1'-0^ �) " 0 SHOULDER BOLT IN /ym"o SLOTTED HOLES 0�7x15xO'-6 / � _-~--__-- �, "/16"0 HOLES ' �.l 4 3/4" V—C" SHEAR TAB BEAM WEB HSS COLUMN GROUT PACKlO. HB5 AFTER DEMO FOR ARCH OPENING U SOUND ISOLATION SYSTEM STRUCTURAL DECK J/16VJ-12 NEW SLAB DECK FIELD WELDED CONNECTION 12 1 12 �. 3 / 4 "x5" ANCHORS INTO GROUTED CELLS Wx BEAM - A— r (I -" "' + I RETURN " �3/16TOP BOTTOM +1 RETURN TOP & BOTTOM /\ SHEAR TAB BEAM WEB WIDE FLANGE COLUMN 0 C U) 137 main street, suite G004 box 5055 adwardo 01832 970.928.2622 rkd@rkderch.com EFE job number 04070 issue date DR8aub 03,27.06 yoronnh 082806 interim 05.09.80 Final DRBaub 05.15.06 DD Set 10.23.08 SU Mill Order 1 12.07.06 SU K8iU Order 12.27.06 SU Mill Order 8 O1 10.07 SU KXiU Order 01.15.07 Permit Set 01.29.07 8U Detailing 02.23.07 Construction Set 04.0Z07 04.23.07 Cl ation /\ ��^ Revised 12.14.07 � po,mx sheet number FLOOR FRAMING DETAILS �... .�.... �.� �Y �N�L ANCL sheet number FLOOR FRAMING DETAILS �... .�.... �.� �Y �N�L ANCL CD C) i N w UJ e a 0 J rr 0 z w cn N O 0 0 z O 1/4" = 1' -0" E SECTION Q E SKYLIGHT S5.21 1/4" = 1'- X C77 T.O.S. X WEST EDGE - X M - B S5.21 F S5.2 T.O.S. 1� 52 -cif 1'/ ROOF Wx RAFTER 121 K S5.2 1/4" = 1' -0" 3/4" = 1' -0" 3/4" = 1' -0" \l @ SKYLIGHTZ PRECAST Q (E) SKYLIGHT ROOF Q FLAT ROOF 10x12 ROOF DECK SS POST 10x12 46.4 7 (E) CMU (146' -8 "± ) � E) W10x 151' -11 "; 147' -9 ") (E)W12x (144'-9 ) PRECAST TO REMAIN � E) WIN BEAMS — 144' - 7 "; 147' - 9 ") (E) 8" CMU BELOW - (143' -5 "t ) Et MWO ® 4 i H 3/4" = 1' -0" (4) PLACES )F DECK EDGE BEAM BEYOND / POST I STIFF @ POST EXTENSION STD TRACK - NO SLIP 6" STUD KNEE WALL CONNECT @ ROOF BEAM W/ CRA 16GAx6 "x 6 L 3 HSS4x4x' / WELDED TO RAFTER & BOLTED TO W10x FLOOR GIRDER (3) PLACES 143' -8 _ — o � , i m m 7!7Z 1' -0" 1' -0° GROUT CELLS TO BEAM BELOW K E PRECAST WALL Q I S5.21 3/4" = 1' - 0" 3/4" = 1' -0" T.O.S. 152' -0 M EXT ROOF BEAM 55.21 3/4" = 1' -0" 0 SKYLIGHT 3ENT R 6x4x' / CONT 1 1 1 2 " ROOF DECK STEEL BEAM N RE: PLAN )EEP LEG SLIP TRACK 4LLOW 3 / 4 " GAP 5" METAL STUDS U C U) U U A� 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 UJ U Z w UJ > � o0 W � UJ Q O � =o W U) � Q o R U r^ M Q U UM • - s .. numbe -0 issue date DRB sub 03.27.06 (E) PRECAST PANEL 03.29.06 interim 05.09.06 Final DRB sub 4" 4" 10.23.06 Stl Mill Order 1 I Stl Mill Order 2 12.27.06 Stl Mill Order 3 � Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification C / Permit SAWCUT 55.21 A 2" 55/8 4 ,. � T.O.(E)S. (E) W10x (E) W10x 1 -9� (E) C45.4 WELDED TO W10x @ 5' -0" O.C. - TYP 4 95 /8 T.O.(E)M. - - (E) CMU WALL W/ CONT 55.21 R %x8x9' -0" W/ i ' 146'_8"+ _ f BOND BEAM @ TOP / HOLES @ 16" O.C. & #5 A706 x6" INTO 3 / 4 "4 HOLE W/ EPDXY 7 GROUT *-7 (E) T.O.(E)S. (E) W10x PRECAST 144' -7" F R / B.0.(E)C. ! / / / -- GROUT PACK FOR FULL BEARING Et MWO ® 4 i H 3/4" = 1' -0" (4) PLACES )F DECK EDGE BEAM BEYOND / POST I STIFF @ POST EXTENSION STD TRACK - NO SLIP 6" STUD KNEE WALL CONNECT @ ROOF BEAM W/ CRA 16GAx6 "x 6 L 3 HSS4x4x' / WELDED TO RAFTER & BOLTED TO W10x FLOOR GIRDER (3) PLACES 143' -8 _ — o � , i m m 7!7Z 1' -0" 1' -0° GROUT CELLS TO BEAM BELOW K E PRECAST WALL Q I S5.21 3/4" = 1' - 0" 3/4" = 1' -0" T.O.S. 152' -0 M EXT ROOF BEAM 55.21 3/4" = 1' -0" 0 SKYLIGHT 3ENT R 6x4x' / CONT 1 1 1 2 " ROOF DECK STEEL BEAM N RE: PLAN )EEP LEG SLIP TRACK 4LLOW 3 / 4 " GAP 5" METAL STUDS U C U) U U A� 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com 0 UJ U Z w UJ > � o0 W � UJ Q O � =o W U) � Q o R U r^ M Q U UM • - s .. numbe -0 issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.23.07 Clarification ® Revised 12.14.07 Permit sheet number ROOF FRAMING DETAILS S5.21 rnr 4 " CAP R FOR ADDITIONAL INFORMATION WT4x10.5x0'-6" 4" RE: PLAN 4 W/ (2) /4 BOLTS 4" RE: PLAN 11 QC 3 RE: A/S5.22 QC +_J BENT R6x4x'/ CONT I I 0 1 1 / 2 " ROOF DECK T.O.S. - ----- - - - - -- — — — — — — — T.O.S. T.O.S. N — — — --- — — — 152'-01 152 152 P� STEEL BEAM - RE: PLAN I I W10x RAFTER F I RE: B/S5.23 i i 12 1 1 DEEP LEG SLIP TRACK WIN GIRDER '12 12 '*--- METAL STUDS WT41 0.50'4' W/ (2) 3 /40 BOLTS 11 -IJ F 0 > 3/16 _ TYP 3/16 ROOF BEAM @ WINDOW POST B EXT ROOF BEAM C SLOPED BEAM @ COLUMN- K'D ROOF OVERHANG @ WINDOW WALL- Sj.�22 3/4" = 1'-0" �S5.22) 3/4" = 1'-0" �S5.22) 3/4" 1'-0" �S5.22) 3/4" = 1'-0" 137 main street, suite G004 box 5055 edwards, colorado 81632 970.926,2622 rkd@rkdarch.com F6 LIGHT GA EDGE R BENT W 1 /4 x 2"x CONT BY DECK SUPPLIER WELDED TO WlOx RE: PLAN 1 METAL DECK BENT RI/ CONT - TYP @ TOP & BOTTOM BEAMS WIN DRAG STRUT A. �1 ROOF DECK / X/ WT410.5d-6" 3" 6" W10x W/ (2) BOLT— W/ (2) 3 /4 " 0 BOLTS 4� T.O.S. Ile T.O.S. CONN @ RAKE BM 1k TYP 152'-01/2" 101'-79 —(E) DECK GAURDRAIL WIN RAKE BM 0 0 W10x ROOF BEAM A 7 0 0 1 1 1 1 11/2" ROOF DECK 0 1 ROOF DECK (E) W12xI4 3/16 W8x RE L/55.21 12 (E) 4" SLAB 3/16 TYP ------ RAFTER BEYOND 8F T.O.(E). L UJ 12 1 12 47 1 ROOF DECK 100-0 / I I U 12� 12 F ROOF EDGE LOCATION 4 HSS COLUMN W/ O ARCH 3/16 i i Z W 1 /4 " CAP If T.O.S. > 16 4" 1/2 98'-81/4 W HSS5x5 POST W/ 0 EA CAP IT%x4%O'-10" 31/2'Jr 4" 6" FLANGE HSS4x4x'/ WELDED 2 '- 7 0 BENT Rl/ CONT TO EA BEAM U) z 3/16 1 1 UJ 0 W10x ROOF BEAM --- T.O.S. HSS5x5 POST W/ > 0 W10x BENT 5TH FLOOR I I CAP R%x4"x0'-7" I I - -- ►► -6" TO G.L. J DEEP LEG SLIP TRACK 7'- 10 0 W8X 6" STUDS 5'_ 3V2 ----------------- 0-07'-0" TO G.L. X U o -W8x - REWS5.21 SIM LO 6" METAL STUDS 4'- 2 V- i I/ UJ W10x ROOF BEAM 'I o W J E STEEL BENT DRAG STRUT rG SLOPED ROOF SLOPED ROOF @ DECK- H NOT USED R �.2 2 3/4" = 1' -0" 55 3/4" 1' -0" ' �.2 2 3/4" = 1'-0" S5.22) < > TM 0 0 4" RE: PLAN s CJE RE: ARCH T _L3x3x W1 (1)5/8"0x4" "0 1 3673 b THREADED ROD IN 3 /4 " 0 BENT R 1 / 4 x7 1 / CONT HOLE W1 EPDXY GROUT V 4 / "6%6" 12 11/2" ROOF DECK HSS 1 112 X 1 1 12 I w1 3/16V 8" 8" —HSS 1 " 12 151 -11 B.O.DECK I --,\A T.O.S. 4, T.O.S. (E)T.O.S F (E)T.O.S. (E)T.O.S. - — — — — — — — — — - — — — — — t 152'-0 i ___ /2" 151'-11" 152'-01/2" \I' 152'-01/2" job number 04070 J/ / HSS 1 CONT T.O.C. issue date 1k 0 T / 1 51' -8 r 7— DRB sub 03.27.06 (E) W10x12 BEAM for contr 03.29.06 3/16 1 / -16 / interim 05,09.06 Col (E) W 1 Ox 1 —(E) W10x Final DRB sub 05.15.06 3/16 _(E) PRECAST REMNANT "COLUMN" DD Set 10.23,06 IF NO STIFFENER, ADD Stl Mill Order 1 12.07.06 ,4 (2) StI Mill Order 2 12.27.06 (2) R 1 /4 " 6i Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 T.O.S. - 2ND () SOS (D A, I — L — — — — — E HS PT - Permit Set 01.29.07 CL y 110 1 1 3 /4 " Stl Detailing 0223.07 Construction Set 04,02.07 C111 Slope Roof 04.23.07 Clarification 8" o A Revised 12.14.07 6" METAL STUDS Permit sheet number ROOF FRAMING SLOPED ROOF @ WALL rK DECK SUPPORT @ (E) BEAM L ROOF BEAM @ (E K'M ROOF BEAM @ (E) PRECAST DETAILS �.2 2 3/4" = 1'-0" �.2 2 3/4" = V-0" � �.2 2 3/4" = V-0" �.2 2 3/4" = 1'-0" S5.2 E POR ).23 1/4" = 1' -0" 30x RAFTER :•S '0 #3 A706 @ 12" O.C. V-4" MAX W13/4" CLR FROM i T.O.C. #4x CONT -- - L Y S BENT 8114 "x ¢ x CONT CIO 4" _ ROLL TO REQUIRED RADIUS WHERE FLOOR EDGE IS CURVED L5x3x1 /4 (LLV) @ 5' 0" O.C. MAX L2112x21 /2x3116 GUSSET 3/8" BEAM ® RE: STAIR DTL'R r C SLAB EDGE 55.23 3/4" = 1' -0" 1 )x fE 1 / 4 " STIES ® POST 11 W/ (2)%"0 BOLTS 2 GA )x >5x5 LOFT WINDOW POST TO CAP fE - USE (4) TS FOR ADDITIONAL INFORMATION RE: E/S0.03 3116 TYP U.N.O. ��_.�ANGLE TO 3116 I J 3 ABEAM FLANGE 2'-4" T.O.C. RE: PLAN a TYP @ BRACE TYP T.O.S. @ INTERN WINDOW MULLION IE / "x4 "x4" - (4) PLACES - HSS5x5 LOFT WINDOW POST C LOFT WINDOW 55.23 3/4 = 1' -0 3 / 4 " PLYWOOD SIMPSON L50 (6) #10 TEKS N TYP I I I I I I ( I I III O ( ( O date O (1 0 I ( I I I ( i I I I I for contr 03.29.06 interim 6" JOISTS BOX HEADER RE: PLAN JOIST/BEAM C N(1 NECTI R 16 GA EA SIDE W/ (6) 8 TEKSI+ r* KING STU I I I I TRIMMER I G BOX H 5.23 3/4" = 1' -0" BENjP QS T C NO NECTION ER CONNECTION 2" W1 Ox _ II W10x HSS12x4 EAVE BEAM D PORTE COCHERE END FRAM ).23 3/4 = 1' -0 BEAM D -III I,V I V, U) U 137 main street, suite 0004 box 5055 edwards, colorado 81632 970.926.2622 rkd @rkdarch.com i • i • �� 93673 M w of 0 i 0 w co Q c J 1�^ N 0 z w N O 0 0 z ^ ED METAL ROOF DECK 20 GIRDER (BENT) L ROOF DECK issue date DRB sub 03.27.06 for contr 03.29.06 interim 05.09.06 Final DRB sub 05.15.06 DD Set 10.23.06 Stl Mill Order 1 12.07.06 Stl Mill Order 2 12.27.06 Stl Mill Order 3 01.10.07 Stl Mill Order 4 01.15.07 Permit Set 01.29.07 Stl Detailing 02.23.07 Construction Set 04.02.07 Slope Roof 04.2107 Clarification ® Revised 12.14.07 Per mit Revised 4 01.14.08 erm it Response sheet number MISCELLANEOUS DETAILS 55.23