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HomeMy WebLinkAboutPlansNOTE: I. GIRDER BEARING DEPTH TO BE 7-112* (6' 17'-5" 18'-r GIRDER BEARING 7097` 8-Y? 20G5N4.1 22' 0 0 GIRDER BEAR 7097' 8-112" 22' ING 20G10N2.6 I JO ST BEA! INC 709P 4- 0 U z en 14K AT 3 JOIST ( rie BARING 71098' 2' BEAM BEARING 7097 4" JOIST BEARING 70987 2' 6" 17,-6" W16x31 TOS 7099' 6" WE SECTION TkAMW MIN. WIDTH 6" BEARING 7098' 2- 7 En E 0 - 14'-8" MI5- .101S- (6 A V 18-A3, ,.. GIRDER BEARING Z 7097'B-32 TOS 7098'1-3f; 4- kJ L III4,,,, • 1ST IEEE LW ill -AO 03 M.AMME MI 1 0 C7 111‹ a3 JOIST • EAR1Nk WAIL 7 14" ill 14,8" W TOS 7 9'6" BEARI 0 WALL BELOW OW 0 .9' ' 1- TS6x6x1 /4" ABOVE TS6x6x1/4" BELOW • 7• :1 o o — 4 === TSO x x/14" AB iVE TSEx • /4" BE ow TSB 6x1/4" A.NDVE TS6 6x114" B LOW - TS6x x1/4" At •VE / BEARING 6ELp/ 6STEL STUII:1 WALL (tCGA) ki116`c/c JOIST BEARING 20G5N12.4 0996" JOIST B OARING 099'6" 2( G5N12.4 20115 JOIST (26) AT 6- 01ST JOIST .'EARIN WALL 71.1 'V" TS 6x9x iCABCA, BEARIr G BELO1 RING 7 20 6N12.4 '6' TOC JOIST BEA 200 1017 0' ING 709E16" N12.4 TS 6x6x-Y4" ABOVE BEAR BELOW 1_1 a ik: I 06) LLI ra e- x , GIRDER BEARING 70 TS6x6x1/4" ABOVE TS6x6x1/2" BELOW TS exfx-Y.,- ABOVE AND BELOW FOB -I( BRACE (a3 TS 6x8rY2' ABOVE TS6x3x,v2 BELOW GIRDER BEARING 7098' 8- TB6xtix,X, ABOVE TS6x6x1/4 BELOW L) GRDER BEARING 71)98' 10-1. TS6x6x1/2" ABOVE TS8x8x112" BELOW TOG 100' 0" GIRDE-R BEARING 70f TS6xtx1/2" AR WE TS8x8x1/2' BELOW 18' 10-Y2", ce, a 401 0 W8x10 TOS 7999'6" ck, 7&1ce:= r" - x ‘11 0 GIRDER BEARING 7098' 10-3.11' TS6x6x112- A ;WOVE TS8x8x1 BOW or 4 E4 0 W14x48 TOS 70c9. 6" -5- TB 8x8xY ABOVE TS8x4.14. BELOW TS6x6 3' ABOriE TO JO 20E W 14x48 TOS 7099' 6" 5." S W8x10 TOS 7099'6" 213 AT TEL 8TH JOIST 6" c/c WALL (MA) i 6"cic ' 8 GIRDER BEARING 7098` 1 TS6x6x112- ABOVE BEAR BELOW TS 6x6x-X" ABOVE FOR X BRACE 0 Ui 171 LU 5) 0 Ui is 7099' i ST BEARING 7099' 4" 9N7.0 TO 7099' 8 JOIT BEAR NG 709/42' 211d111-13.5 17' - TS 818 Y2' ABOVE TSBxB4,X BELO AI 17'-4" TS 8x ABC -6Et RiNG W 141 AT 11 TOC 7 9' 10" JOIST EARING 2008N".0 JOIST eic 7099'4 BEARING \MALL RE 70.8 7099' r x -r2" 'Jr LL BELOW - :71 14'-6` TS 8x8 ABOVE BEARING BELOW BEARING WALL BELO TUB 7099' 6" 1S-6" S 6x8x-Y? ABOVE BEAR BELCl/V Tc_xl 7099' 10 JOIST BEARI 20G N7.0 4G'70 ' 1" GIRD TS6x TS 6x R BEARI ARCA/ xY.4 BELW 4G 7098 C 141 AT 0998' BEAR! 3 5 GI DER BEARING 7 T x6x.K A T x6x114 BELOW JOIST 6" cle if - GIRDER BEARING 7098' 6-t TS6x6x114" BELOW 30' GIRDER BEARING 7098' 6- TS8x6x1 14' BELOW 1.7 2 20' 8' a TSE OxYm ABOVE GIRDER BEARING TS6x6x114ABovE T 6x6x BELOW GIRDER BEARING 7098' -1. f TS6x6x 1/4" BELOW l TOC 7099' 8' JOLT BEARI 407009'?" 2008N3.5 GIRDER BEARING 10986-1'" T86x6x114" BELOW MAIN FLOOR PLAN G SCALE 1,8 =1'0 -.2 A 25' - 5.('11(kAgek FLOOR SYSTEM -L1404t4tr Are 4,41 1.0024 CONFORM CONFORM DECKING 36/4 TYPE 20 5/8" PUDDLE WELDS 3.5 TOTAL SLAB DEPTH DESIGN LOADINGS (PCF) LIVE LOAD ROOF - 55 (SNOW) UPPER AND MAIN - 100 LOWER - 50 DEAD LOAD ROOF rt C, - 15 - 54 INTERIOR - 66 TERMINAL AREA - 54 5.8 GIRDER BEARING 7088' 1" TS6x6x 112 ABOVE TS6x6x1 /2 BELOW (D) 8,81 I V TS 6x6x-Y4" ABOVE I AND BELOW FOR X BRACE m E x o TS6x8x3/2” BELOW TS603xX" ABOVE - „f 1T-5" TOO ;1.088 8-14' 18" -?" IA 8.0 BEARING WALL BELOW (TOW 7088' 8-14") 14'-a• 29 _ ,.., TS6x6 ABO' 1/4\JTS6x6 AND, Br OW .,.... \, Tse. BEAR B 20K5 J B APING ,G98'2" ‚I L4x4x318 LEDGER • Y FOUNDATION L4x4x3/8 LEDGER TOS 7098`i -y, r BEARING VVALL BELOW (TOVV 7099'61 \_ TB6x6x14 ABOVE BEAR BELOW B APING .., 1 4, 14 It OIST m WE SECTION TkAMW MIN. WIDTH 6" BEARING 7098' 2- 7 En E 0 - 14'-8" MI5- .101S- (6 A V 18-A3, ,.. GIRDER BEARING Z 7097'B-32 TOS 7098'1-3f; 4- kJ L III4,,,, • 1ST IEEE LW ill -AO 03 M.AMME MI 1 0 C7 111‹ a3 JOIST • EAR1Nk WAIL 7 14" ill 14,8" W TOS 7 9'6" BEARI 0 WALL BELOW OW 0 .9' ' 1- TS6x6x1 /4" ABOVE TS6x6x1/4" BELOW • 7• :1 o o — 4 === TSO x x/14" AB iVE TSEx • /4" BE ow TSB 6x1/4" A.NDVE TS6 6x114" B LOW - TS6x x1/4" At •VE / BEARING 6ELp/ 6STEL STUII:1 WALL (tCGA) ki116`c/c JOIST BEARING 20G5N12.4 0996" JOIST B OARING 099'6" 2( G5N12.4 20115 JOIST (26) AT 6- 01ST JOIST .'EARIN WALL 71.1 'V" TS 6x9x iCABCA, BEARIr G BELO1 RING 7 20 6N12.4 '6' TOC JOIST BEA 200 1017 0' ING 709E16" N12.4 TS 6x6x-Y4" ABOVE BEAR BELOW 1_1 a ik: I 06) LLI ra e- x , GIRDER BEARING 70 TS6x6x1/4" ABOVE TS6x6x1/2" BELOW TS exfx-Y.,- ABOVE AND BELOW FOB -I( BRACE (a3 TS 6x8rY2' ABOVE TS6x3x,v2 BELOW GIRDER BEARING 7098' 8- TB6xtix,X, ABOVE TS6x6x1/4 BELOW L) GRDER BEARING 71)98' 10-1. TS6x6x1/2" ABOVE TS8x8x112" BELOW TOG 100' 0" GIRDE-R BEARING 70f TS6xtx1/2" AR WE TS8x8x1/2' BELOW 18' 10-Y2", ce, a 401 0 W8x10 TOS 7999'6" ck, 7&1ce:= r" - x ‘11 0 GIRDER BEARING 7098' 10-3.11' TS6x6x112- A ;WOVE TS8x8x1 BOW or 4 E4 0 W14x48 TOS 70c9. 6" -5- TB 8x8xY ABOVE TS8x4.14. BELOW TS6x6 3' ABOriE TO JO 20E W 14x48 TOS 7099' 6" 5." S W8x10 TOS 7099'6" 213 AT TEL 8TH JOIST 6" c/c WALL (MA) i 6"cic ' 8 GIRDER BEARING 7098` 1 TS6x6x112- ABOVE BEAR BELOW TS 6x6x-X" ABOVE FOR X BRACE 0 Ui 171 LU 5) 0 Ui is 7099' i ST BEARING 7099' 4" 9N7.0 TO 7099' 8 JOIT BEAR NG 709/42' 211d111-13.5 17' - TS 818 Y2' ABOVE TSBxB4,X BELO AI 17'-4" TS 8x ABC -6Et RiNG W 141 AT 11 TOC 7 9' 10" JOIST EARING 2008N".0 JOIST eic 7099'4 BEARING \MALL RE 70.8 7099' r x -r2" 'Jr LL BELOW - :71 14'-6` TS 8x8 ABOVE BEARING BELOW BEARING WALL BELO TUB 7099' 6" 1S-6" S 6x8x-Y? ABOVE BEAR BELCl/V Tc_xl 7099' 10 JOIST BEARI 20G N7.0 4G'70 ' 1" GIRD TS6x TS 6x R BEARI ARCA/ xY.4 BELW 4G 7098 C 141 AT 0998' BEAR! 3 5 GI DER BEARING 7 T x6x.K A T x6x114 BELOW JOIST 6" cle if - GIRDER BEARING 7098' 6-t TS6x6x114" BELOW 30' GIRDER BEARING 7098' 6- TS8x6x1 14' BELOW 1.7 2 20' 8' a TSE OxYm ABOVE GIRDER BEARING TS6x6x114ABovE T 6x6x BELOW GIRDER BEARING 7098' -1. f TS6x6x 1/4" BELOW l TOC 7099' 8' JOLT BEARI 407009'?" 2008N3.5 GIRDER BEARING 10986-1'" T86x6x114" BELOW MAIN FLOOR PLAN G SCALE 1,8 =1'0 -.2 A 25' - 5.('11(kAgek FLOOR SYSTEM -L1404t4tr Are 4,41 1.0024 CONFORM CONFORM DECKING 36/4 TYPE 20 5/8" PUDDLE WELDS 3.5 TOTAL SLAB DEPTH DESIGN LOADINGS (PCF) LIVE LOAD ROOF - 55 (SNOW) UPPER AND MAIN - 100 LOWER - 50 DEAD LOAD ROOF rt C, - 15 - 54 INTERIOR - 66 TERMINAL AREA - 54 5.8 GIRDER BEARING 7088' 1" TS6x6x 112 ABOVE TS6x6x1 /2 BELOW (D) 8,81 I V TS 6x6x-Y4" ABOVE I AND BELOW FOR X BRACE m E x o TS6x8x3/2” BELOW TS603xX" ABOVE - „f 1T-5" TOO ;1.088 8-14' 18" -?" IA 8.0 BEARING WALL BELOW (TOW 7088' 8-14") 14'-a• 29 _ ,.., TS6x6 ABO' 1/4\JTS6x6 AND, Br OW .,.... \, Tse. BEAR B 20K5 J ABOVE,. LOW ST (Il) - I— 1 BEAR ' r I a ABO'. ELOW r BEARING VVALL BELOW (TOVV 7099'61 \_ TB6x6x14 ABOVE BEAR BELOW GiR TS8 TS8 ER SEA 8x112 A 8x1/2 B $NG 70 ' VE OW — ATM' 'c TOS 089' 2-Y2 GIRDEli TS8x8x TS8x8x BEAR f2 BELO F2 ABO 70 , ____,, DER BEARING 70681 1' /116 x8A 112 BELOW x8x112 ABOVE ...-- ...°r 1 I., 4 JOIST REARING 20G51t4,1 - 1088' 8-1*7 i 209 JOIST BEARING 7 20051')B:0G5N9. TOS 1089' 2-Y2 JOIST On )88' 8- (2 :: -- r,4,' OIST —/t— --1313— B AIRING7 88' 8-1/2 1 a ! !I , FLOOR SYSTEM 1.0024 CONFORM DECKING 36/4 TYPE 20 5/8" PUDDLE WELDS 3.5 TOTAL SLAB DEPTFI , \ 0 ) ,....A f AT 36" cfc TOC 76392-1/2" JOIST SEARING Gaff 84,2" ,. , , . li ..'i -/-1-- ..1 —1-1_ - 0 '-')441/44.71 TS8x8x16" ABOVE BEAR BELOW 1T-5" 0 s08 (,) stitat 30' TS8x8x3f," ABOVE'," BEAR BELOW 14-7' BEAM POCKET - r /1 I BEARING WALL BELOW (TOW 7088'8-x-) TSZA.16/2" ABOVE BEAR BELOW 20' SEARING WALL BELOW cr.= 7099' 2') BEAM POCKET 2 N\ LOWER FLOOR PLAN SCALE 118"r10" 251 281 25' BEARING WALL BELOW (TOW 7095f 8-)v;.") BEARING WALL BELOW (TOW 7099' -4 J j) ,1ii1L Ii 4 IL,,k 17809 P 0 9 302eic, • kt c.÷0 ',X ..... ""•• V- Z' **** (Thq 4 14P,O, A ICURIAIN WALL SYSTEM CRP PERFORM WALL SYSTEM CRP /\ I FOR TRUSS JOIST TAKEOFF CRP FOR PERMIT ISSUANCE ONLY CRP REV, DESCRIPTION BY 09-08-02 08-01-02 06-14-02 06-10-02 DATE PROJECT NAME: FRAMWAY GLENWOO UPPER ThaVrifT AL 3 T,,,-41,01TWAY C ANY r7 fi J u LJNJ KJ 9 LE LI 1--17 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 1/8"=1'0" ENG. C. PETERSON DATE: 06-10-02 JOB NUMBE.R SHEET DESCRIPTION: MAIN AND LOWER FLOOR FRAMING PLAN 846-01 OPEN DECK BELOW 50'0' 14'-t t" OPEN DECK OPEN DECK STAIRS TO PLAZA UP UPPER FLOOR PLAN SCALE 1f4"-1'0" //7 j,,.sec Co TRAMWAY TERMINAL BELOW —Hougland & Associa Thus plant has been reviewed Date: The plan is accepted and ap rs tq comply with the requirements of: 7aa C ":"-x c -T ,qj- i'o 7 /2 REVIEWED PER CARGO REVIEW CRP 7-17-02 FOR PERMIT ISSUANCE ONLY REV. DESCRIPTION CRP 6-11-02 BY DATE PROJECT NAME: CLIENT: T A \V W\ AY Chu. LENWOO OF E1 AZA YWAY COMPANY ifpR IEHOU ki W7 REE _HO9 LTD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 7.1 ENG. C. PETERSON DATE: 05-30-02 JOB NUMBER SHEET DESCRIPTION: UPPER FLOOR PLANS 846 -01 22.-2t 27,1. OPEN DECK • y}� E CL 21 CORPORTE PRIVATE DECK 21 c1 CI -3-) 16'-F ! 1 B'�"•- GLENWOOD CAVERNS EXECUTIVE OFFICES C) ^J 2fl 13' 96' C?© CORPORATE OFFICES (--b \Nat() N. • g' • TRAMWAY ENGINEERING EXECUTIVE OFFICES HANDICAP LIFT n MENS HANDICAP REST ROOM �� c w FURNITURE STORAGE BRIDES PREP ROOM UP �Pv STAIRS Z i • = V rte_ y(� le HALLWAY \ n UP 9� BROOM +.L CLOSET le 0 14 9" 60 Sr ! i 13'4 • 13'43/ Lr j r10 • / WOMAN'S HANDICAP REST ROOM TOL:a IP? 1 (1.3)NYU° CD 40 r 21�" wimi• YMIR Itt dfr #• 44 (i4�� +L. (oat sorSiGli A iivfr Alb 0441 22 f MEETING ROOM 2 11. MEETING ROOM 1 C L H� • lI STAIRS TO PLAZA UP UPPER FLOOR PLAN SCALE 1f4"-1'0" //7 j,,.sec Co TRAMWAY TERMINAL BELOW —Hougland & Associa Thus plant has been reviewed Date: The plan is accepted and ap rs tq comply with the requirements of: 7aa C ":"-x c -T ,qj- i'o 7 /2 REVIEWED PER CARGO REVIEW CRP 7-17-02 FOR PERMIT ISSUANCE ONLY REV. DESCRIPTION CRP 6-11-02 BY DATE PROJECT NAME: CLIENT: T A \V W\ AY Chu. LENWOO OF E1 AZA YWAY COMPANY ifpR IEHOU ki W7 REE _HO9 LTD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 7.1 ENG. C. PETERSON DATE: 05-30-02 JOB NUMBER SHEET DESCRIPTION: UPPER FLOOR PLANS 846 -01 NOTE: 1. DESIGN JOISTS AND BRIDGING FOR NET UPLIFT OF 20 PSE 2. GIRDER BEARING DEPTH 7-1/2 2007144.2 GIRDER BEARING 7115' 7-1/7 T56x6x1/4 BELOW 27 5.0 6.5 GIRDER BEARING 7115 7-1/7 TS6x6x1/4 BELOW 2067N4.2 22' JOI ST BEARING /116 OUTLINE OF TRAWAY POUNDAT ON BE_OW DRAINAGE SCUPPER INVERT ELEV. FLUSH WITH F ROOF WIDTH 18' TO TOP • PARAPET ITS W 10x30 1ST BEARING AND TOS 7123'5' 18'T TOP OF PARA T 7126'O' JOIST BEARING 123'5' 24K9 JOIST 116) AT 36' c/c DIST BEARING 71 -0 X BRACE IHS PAI1EL ONLY ROOF GIST BE WING 7129'7' 2007N4.1 14'8' OOF JO ST BEARNG 7125 T 2007N4 14'8' ROOF JOIST BEARING 20C 7N4.2 14'8' 7129'7' 0 O TS6xS-X BELOW z cc occ en^ 0 N o m 30 GIRDER BEARING 7122' 9-72" TS6x6x1/4 BELOW _TS R.Axy BELOW FOR X BRACE I P./ 0- 0 O TS 6x6x-K' BELOW w FOR X BRACE .. 2 O r- o0 CO 30 1TS GI T6 DER BEARING 71 8' 11 6x1/4 999ELOW CUt-1 ro W 10x..0 JOIST BEARING AND TCS 7123'' N GIRDER BEARL TSBxti 1/4 BEL JOIST EEARING 5N9 SLOPED 0 C 112 - 2 C U3 - 2 N G 7122X' AC -1 NEIGHt 45 / / O r -TS6x6 BELOW L T7' 3' 161(3 JOIST (20) AT 36' do / DRAIN / / RDER BEARING 7128-11-X TS6x6x114 3ELOW W 10x JOIST BEARING ND TOS 712.7 5' OP OF PARAPET 7126'0' .OISTB %RING] '5' InsvSSlien . ' ness 7.27 - for Af81149e GIRDER BEANRING 71 TS6xSx V4 BELO* N JOIST BEARING 123'1' 2006N9. t 6x6x 1/4 BE OWN S_..__ __._.A SSING 1'E 1R JOILsr` -1'o srvVEj1T / A60VE TM ELL X 40 / -1S61/4,6 BELOW UAU-1 EF -1 OOMBINE,D WEIGHT 1100 4 W 10x30 JOIST BEARING AND TOS 7123' 5' t 1P-4' 6K6.10 T (20) T36'd W 10x30 JOIST BEARING AND TOS 7123' 5' X BRACE THS PANEL ONLY -13 OPEN DECK BELOW �TB6x6x1 4 �OW N TS$x6-14' BE LOW W 10x30 JOIST BEARING 7123'5' 04 GIST BEARING SLOPED 006!9.0 N AC -3 WEIGHT N N N ND Tom$ TOP OF P RAPET 71260 `IS6x6 BELOW t 1Bfi• W 10x30 JOIST BEARING AND TOS 7123' 5' -TS6x6 BELOW 13'8' B- 1) 1 ROOF FRAMING PLAN G2„' SCALE 1/8"-1'O" W 10x30 JOIST BEARING AND TOS 7123'5' Cy 0- O 0 - GIRDER BEARING 7115 7-1/7 TS6x6x114 BELOW S Ox 0 o ' 0 GIRDER BEARING 7128'11-X' TS6xx6x1 /4BBEELLOW RS V TS 616x -X' BELOW FOR X BRACE ROOF DECK SYSTEM 1.5622 DECKING SUPPORT 36/3 412 TEK SCREWS SIDELAP (2) 410 TEK SCREWS 6' INSULATION PANELS GIRDER BEARING 7122' 9-X' TS646x1/4 BELOW co rc 0 o eaP- o 0 ' O 80 DESIGN LOADINGS (PSF) LIVE LOAD ROOF - 55 (SNOW) UPPER AND MAIN - 100 LOWER - 50 DEAD LOAD ROOF - 15 DECKS - 54 INTERIOR - 66 TERMINAL AREA - 54 l.7 5.8 17'5' W16x31 JOIST BEARING AND TOS 7111'9-1/7 I8'r TRAMWAY BELOW X BRACE THIS SAY'ONY W16x31 JOIST BEARING AND TOS 7111'9417 W 16x31 JOIST BEARING AND TOS 7111'9-1/7 14'8' W 1 6x3 JOIST BEARING AND TOS 7111'9-1/7 14'8' W16x31 JOIST BEARING AND TOS 7111'9-1/2' GIRDER BEARING }111' TS656x1/4 BELOW 0 TS 6x65 -Y' BELOW FOR X BRACE 0 0 io TS6x6x1/4 BELOW r- TS6x6x114 MOVE AI BELO T565651 ABOVE, GI DER BEARING 7 11' 7 TS6x6x114 / BOVE TS6x6x1/2 E ELOW 201155112.4 SLOPED 7 I N S 6 S cc O x0 °30 t. (0+ TS6xBx1/2 BELOW -. O u i GP DER BEARING 7111' 7 T..x6x1/4A3OVE T .56x112 BELOW 2005521 4 TOC W8x10 TOS7111' 9-) '01 AT ND BEL JOIST 6' do V 7) 20G6N12.4 6' STEEL S 20 GA ATL UDWAL do S6x6xl/4 BOVE AND BELOW TSGx6x1/4 ABOVE AN BELOW GIRO TS6v TS6x 4o R BEARING 7111 1/4 A 'F x1/2 BELOW Qo W8x10 T057111' 9-34' '1173-1/T A� TS6x6x1f1 ABOVE TS8x8xX BELOW T T S6x6xl/4 ABOVE S Bx80V16ELOW 20K I JOIST( x7) AT :6' c/c 2' TOL .1013 20EI TS4x4 ABOVE AND B :LOW (TYP) GIRDER �x T56x6x1 TS6x6x1 71173 17 T BEAR NG 7111 1N124 ('OS 7111 9.1/7 9-112') EAR INC ABOVE BELOW 111'2" 8' STEEL S-11DWAL4 2OGA AT 11" do T"' x6xli4 A_OVE TS 458x34 BELOW JOIS BEARING 7111' 41/7 ,ViTS6xE114 ABOVE TS 8x3534 BELOW 756565114 IBOVE TI, Bx4x34 EELOW TS6x6x1/4 BELOW O W14x48 TOS II' 9-Y2' WI TOS T 548 11.9-Y2- GIRDER 1'9-Yz TS6x43/16 BELLOW NON-BEAPING- GIRDER BEARING 7111' H TOC 7117 1-1/2' JOIST BEARING 7111' Zi/ 20G9N3. TS6x6<1/4 BEL Wl 1.7 GIRDER BEARING / 7111' (77) UPPER FRAMING PLAN ` G2/ SCALE 1/0'=1'0' TSS16/3/16 BELOW NON'BEANNG- I 8 I TOC 71171-117 JOIST BEARING 7111' 7- /7 2008N35 W14418 TOS 711 ' 9-34 A -4' 14V1 JOIST AT 36' do OPrN DECK BELOW 30 32 W12 40 TOS 71 1' 9Y, W12x40 TOS 7111' I. X' X BRACE THIS PANEL 13'8' I' 6x1/4 BIL07l GIRDER BEARING I/ 7111' I - _ --+4 52 6 TSBx6x3/16 E ELOW NON-BEARING TS6x6x1/4 BELOW Ix TOC 7112'11'117' // JOIST BEARING 1111171/2' GIRDER BEARING/ 20G8N3.,5 7111' AA 1 T 16x6x1/4 ABOVE AND BELOW b FLOOR SYSTEM 1.5C24 CONFORM DECKING 36/4 TYPE 20 5/8' PUDDLE WELDS 3.5 TOTAL SLAB DEPTH CURTAIN WALL SYSTEM CRP 09-08-02 A PERFORM WALL SYSTEM CRP 08-01-02 0 FOR TRUSS JOIST TAKEOFF CRP 06-14-02 A FOR PERMIT ISSUANCE ONLY CRP 06-10-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: SAL COWAN Y bi-: M O'DEEM MCS, L70. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 MAG WAS SCALE: 1/8"=1'O" ENG. C. PETERSON DATE: 06-10-02 JOB NUMBER SHEET DESCRIPTION: UPPER FLOOR AND ROOF FRAMING PLAN 846-01 02 n OPEN DECK BELOW 50' 0" P1 SCALP_ 1/4"-1'O" /91/7 f„e S,r c ° r -1=1"- TRAMWAY TRAMWAY TERMINAL BELOW —Hougland & Associa This pian has been reviewed Date: The pian is accepted and app6ars tri comply with the requirements of: 7"7C/ C REVIEWED PER CARCO REVIEW CRP 7-17-02 FOR PERMIT ISSUANCE ONLY CRP 6-11-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: GL WAY UPPER 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 AL COMP ' SCALE: 1/4"=1'0" ENG. C. PE I ERSON DATE: 05-30-02 JOB NUMBER SHEET DESCRIPTION: UPPER FLOOR PLANS 846-01 I /0 • • • J- 4 22'_2i" 14' 11" C1 I.- .- 27' OPEN DECK •] W Q) VJ J 1Y a 2i CORPORTE PRIVATE DECK 21 (B) �i ! �J 16' $' OPEN DECK 19 i.w a 18.-a•- GLENWOOD CAVERNS EXECUTIVE OFFICES 13' 16 3 M1 • / TRAMWAY ENGINEERING 20 EXECUTIVE OFFICES n: r"-. CORPORATE OFFICES \ 4) / 4 D. 7. 0 HANDICAP LIFT . MENS HANDICAP Q _ 2 REST ROOM " %O lil 4 ILi FURNITURE STORAGE BRIDES PREP ROOM UP vAl !N / ' La LU STAI S61 • `� r m Y G HALLIM1IAY [/ I ® , _ ,.., 9... ,,„, A `f 1UP BROOM ,�L� - CLOSET 7 _ 60" - r fN Y m 11 • 13' • 1:1' 31 L' ^%� ` 6" 7 14 9" WOMAN'S HANDICAP 406REST ROOM • Ow , 21 I./\, OPEN DECK 11.111.4 CV ii $11/4 41V V T1.y # C22 kt•_ le } 4" N II MEETING ROOM 2 Q MEETING ROOM 1 CID 'VI Al p • STAIRS TO PLAZA (11 UP P1 SCALP_ 1/4"-1'O" /91/7 f„e S,r c ° r -1=1"- TRAMWAY TRAMWAY TERMINAL BELOW —Hougland & Associa This pian has been reviewed Date: The pian is accepted and app6ars tri comply with the requirements of: 7"7C/ C REVIEWED PER CARCO REVIEW CRP 7-17-02 FOR PERMIT ISSUANCE ONLY CRP 6-11-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: GL WAY UPPER 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 AL COMP ' SCALE: 1/4"=1'0" ENG. C. PE I ERSON DATE: 05-30-02 JOB NUMBER SHEET DESCRIPTION: UPPER FLOOR PLANS 846-01 I /0 14'-11" OPEN DECK • C) SNACK BAR SEATING OPEN DECK ABOVE ED 50' 3 MAIN FLOOR PLAN �P2 SCALE 1/4"=1'O" DEPARTING C CD PANIC HARDWARE FOR EMERGENCY EGRESS 2 o rt /N ARRIVING CARRIER kl_ rl II I I� III ' 11 1 A) CD ,Qt‘ 0 • 67k), CD 40 6. } DECK LINE ABOVE Li 19 15,-61' • 27'_ 5>..1- • REGISTER SNACK BARsoma %� J° }�12 — • z rco Lam/ CZ o m co z MOP CLOSET WOMAN'S * BAR STOCK ABOVE PAPER BELOW $ COOLER CO 9'-5i" 4 © et' � � HANDICAP REST ROOM I i \\11ii/ DRY SANDWICH BAR STORAGE FREEZER 25 _ � r jYJ e . 7'x5' WALK IN COOLER EERIE RELEASE ALARM AUT • ON DO r fa1ATI • JAY Ico L 71 ._ D co V „ss 70M 0 M k,..7—.) Ea 0 KITCHEN = 0 d DRY FREEZER m HANDICAP Tim FRYER E- STORAGEHANDICAP LIFT 'n MEN'S REST ROOM la W m a{ 0 0 ocaEs 0 9 I r Y 2 �I a w cc E- n. tx us7-1 Lu Oc ' E?AIRS UP ♦ tu .1CD 1 6 Cr 9 OVENS - - .44 la orS1 RATED CORRIDOR 0 ¢ p CIC STAIRS• DN '`''�' 111 .alla IM fl 11 F II _ (DI' RETA L DISPLAY AREA FIRE ALAR * UTOMAi1C RELEASE ON DOOFWA r I J STORE FRONT WALL ..MIN. RATING / f PRE -CLEAN CORNER DISH VEGI SINK LAYOUT DISPOSAL DISHWASHERO 18 0 II��, 3/4 1 ‘...v.‘...v.- 10 et' ‘5,106'..2Pi1 lt 016 c3' if / N e SALES COUNTER P � I I ` Y 1/7/1 ” Q / 10116 5.2.2 TRAMWAY CO OL ROOM hi 14'-3&" • 13,-8 6' 13.-6-15" • w b ! B'-9' • 13 RETAIL CD CLD1 4(4,411 C A) 4) i----1 i I 3 MAIN FLOOR PLAN �P2 SCALE 1/4"=1'O" DEPARTING C CD PANIC HARDWARE FOR EMERGENCY EGRESS 2 o rt /N ARRIVING CARRIER kl_ rl ii ' 5 T 3 C2 fl//v TPC l=/a er-�z�►T�r 900,1-S R rgt/t el7� 7 ve s2 C /004(.713.2, I Hit tjNiu.,g —Hougland & Associa This plan has been reviewed b Cate: — 2 7-1,1L The plan is accepted and ap ars to imply with the requirements of: A Me, duo REVIEWED PER GACO REVIEW CRP 7-17-02 A FOR PERMIT ISSUANCE ONLY CRP 06--11-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: T OLID WAY UPPIPER (00D Z.A. WAY CO I NY r L1 ,S V 1J Lr LJ C C AiEED C 4 LTD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 1 /4"-1'O" I ENG. C. PETERSON DATE: 05-30--02 JOB NUMBER SHEET DESCRIPTION: MAIN LEVEL FLOOR PLANS 846-01 _TF- 2 i ID QUANTITY SASH SIZE WIDTH HEIGHT P WINDOW SCHEDULE ROUGH OPENING WIDTH HEIGHT 1 'TYPE DECK ABOVE WILD TOUR HEADQUARTERS GLAZING TYPE HALLWAY CAVERNS MANAGERS RESTAURANT DRY STOARGE FREEZER BEVERAGE CANISTERS EMARKS St. A 1d 7' 8" 3° 8" 8' 0" 4' 0" FIXED, 2 PANEL,STORE FRONT DBL PANE, LOW -SC, LOW -E STAN RD B 6 KEYED 5' 8" 3' 8" 6' 0" 4' Cr FIXED, 2 PANEL,STORE FRONT DBL PANE, LOW -SC, LOW -E STAIN RD C 1 RIGHT 5' 8" 2' 10" 6' 0" 3' 2" SLIDING, 2 PANEL, METAL 061 PANE, LOW -SC, LOW -E STAN ARD 0 1 4' 8" 3' 8" 5' 0" 4' 0" FI?ED, 1 PANEL,STORE FRONT DBL PANE, LOW -E, SAFETY STAN AftD T GLAD SNORE FRONT WALL E 215' Cr' 10' 0" 15' Cr' 10' 0" FI ED, 3 PANEL,STORE FRONT DBL PANE, LOW -SC, LOW -E F LEFT 3' 10" 10' 0" 4' 0" 10' 0" FI)b. STORE FRONT DBL PANE, SAFETY, LOW -E SIDE IT _S G 5 3' 4" 12' 0" 10' 0" 12' 0" 10' 0" OVERHEAD GARAGE DOORS DBL PANE, LOW -E, SAFETY STAN WI RD H 1 1' 10" 6' 10' 2' 0" 7' 0" FI ED, 1 PANEL,STORE FRONT DBL PANE, LOW -E, SAFETY SIDE _IT`ES I 2 2' 10°' 6' 8" 3' 0" 7' 0" FLED, 1 PANEL,STORE FRONT DBL PANE, LOW -E, SAFETY SIDE _LIES J 6' 10" 2' 4" 6' 8" 2' 6" 7' Cr'2 FI ED, 1 PANEL,STORE FRONT DBL PANE, SAFETY SID _I ES K 1 8' 10" 10' 8' 10" 10' FLED, 4 PANEL,STORE FRONT SAFETY 20 M NOTE FIRE RATED KEYED 1 1 3' 0" ID QUANTITY DOOR SIZE WIDTH HEIGHT DOOR SCHEDULE ROUGH OPENING WIDTH HEIGHT INCE WALL WIDTH TYPE HARDWARE TYPE 8' 9' f 414* RETAIL STORGE 1©'-2-j" MECHANICAL ROOM LOCATION OF PROPANE WATER HEATER AND LOWER LEVEL HEATING PLUMB CHASE 4' 4' HALLWAY REMARKS 1 3' 0" 6' 8" 3' 4" 6' 10" I. RIGHT 4" 1-3/4' HOLLOW METAL H KEYED STANDARD 2 3 3' 0" 6' 8" 3' 4" 6' 10' RIGHT 4" 1-1/2" HOLLOW METAL, BOTTOM LOUV io— KEYED STANDARD 3 NE- 3' 0` 6' S" 3' 4" 6° 10' 1-1/2" HOLLOW METAL, BOTTOM LOUVICI— KEYED STANDARD 4 2 3' 0" 6' 8" 3' 4" 6' 10" - LEFT 4" 1-1/2" HOLLOW METAL, FULL LITE, SA MI KEYED STANDARD 5 0 3' 0' 6' 8" 3' 4" 6' 10" RIGHT 4" 1-1/2" HOLLOW METAL, BOTT. LOUVER' I KEYED STANDARD 6 3' 0" 6' 8" 3'4' 6' 10' . G IGHT 4" 1-3/4" HOLLOW METAL, FULL LITE IIIA KEYED STANDARD 7 1 3° 0" 6' 8" 3' 4" 6' 10" mEFT 6" 1-314" HOLLOW METAL, BIM. LOUVER IIIIIIIIIIIIIII.KEYED STANDARD - 3' 0" 6' 8' 3' 4" 6' 10" LEFT 4" 1-3/4" HOLLOW METAL H8 KEYED GRADE 30 1 3' 0" 6' 8" 6' 10" " 6" 1-3F4" HOLLOW METAL, 1/2 LITE, SECU MI GLASS PANIC HARDWARE, KEYED GRADE 30 10 . 3' 0" 6' 8" 3' 4" 6' 10" RIGHT 4" 1-3/4" HOLLOW METAL III KEYED GRADE 30 11 1 3' 0" 6' 8" 3' 4" 6' 10" . LEFT 4" 1-3/4" HOLLOW METAL I KEYED GRADE 30 12 1 3' 0" 6' 8" 3° 4" 6' 10" LEFT REV. 6" 1-3/4" HOLLOW METAL, BTM LOUVER ISI KEYED STANDARD 13 1 3'0` 6'8" 3'4' 6' 10' WENN. 6" -3/4 •LL +' , UL LI , CI GLASS KEYED GRADE 30 14 1 6' 0" 7' 0" 6' 0" 7' 0" JBL REV 10" ' B I ' S • , 4 I , In MENEM KEYED, PANIC HARDWARE STANDARD 15 1 3° Cr' 6' 8" 3' 4" 6' 10" D ¢ L SWING 4" 1-" HOLLOW WOOD, BAR DOOR, 1/2 LI Eli KEYED STANDARD 16 17 18 1- 1 3' 4" 6' 0" 6' 0" 6' 8" 7' 0' 6' 8" 3' 8" 6' 0" 6' 4" 6' 10" 7' 0" 6' 10" Elmo=4" DBL. Mil REV. DBL 4" 4" 1-3/4" HOLLOW METAL, DUTCH I KEYED STANDARD - • • • " - , IL • " -SE KEYED, PANIC BREAKOUT TRANSOM TO 10'0" STORE FRONT WITH FIRE INTERLOCK 1131 KEYED STANDARD 19 1 3' 0" 6° 8" 3' 4" 6' 10' R GHT REV. 4" 1-3/4' HOLLOW METAL, 1/2 LITE, SECUjt KEYED GRADE 30 20 3 3' 0" 6' 8" 3' 4" 6' 10' R GHT REV. 4" 1-3/4" HOLLOW CORE, WOOD I KEYED STANDARD 21 2 3' 0" 6' 8" 3' 4" 6' 10" ' 6" 1-314" HOLLOW METAL, FULL LITE, SE "cam= KEYED GRADE 30 22 M- 3' 0" 6' 8" 3' 4" 6' 10" R GHT REV. 6" 1-3/4" HOLLOW METAL, FULL LITE, STs ( RONT KEYED, PANIC HARDWARE STANDARD NIEMMAINI 3' 0" 6' 8" 3'4' 6" 10"" - 10" DBL 3'0" DOORS, FULL LITE, SLIDING,' IE FRONT KEYED, PANIC HARDWARE MOTOR, SENSOR 24 3' 0" 6' 8" 3' 4" 6' 10" RIGHT REV 6" DBL 3'0" STORE FRONT, FULL LITE. 18 I' E LITE KEYED, PANIC HARDWARE STANDARD 25 1 3° 0" 8' 0" 3' 4"' 8' 2°' - FLUSH 4" DBL 3'0" DOORS, FLUSH W/ FIRE INTE' if K RELEASE FIRE INTERLOCK RELEASE - r 13'-11g' STAFF LOUNGE MEN'S HANDICAP REST ROOM 1. CD GUIDES MEN'S SHOWER WOMAN'S HANDICAP REST ROOM GUI DES WOMAN'S SHOWER 8'-8:" UNEXCAVATED CRAWL SPACE S°. 066 )4)".(1,41N.ACk LOWER FLOOR PLAN P3 SCALE 1/4"=1'0" n,4fr � ‘ag. El --Hougland & Associa This plan has been reviewed Date: The plan Is accepted and appears to comply with the requirements ot: N 7 (A06-- 5 BS $ vt49 D '-b'''s Mr'? -1 -❑ REVIEWED PER CARCO REVIEW CRP FOR PERMIT ISSUANCE ONLY CRP 7-1 7-02 5-30-02 RE,. DESCRIPTION BY DATE PROJECT NAME: CLIENT: SAY UP7ER TERMINAL GLE\TWO013 AY COMPANY �-- /"",► IE1C OKC C. OHC 9 LTD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 1/4"=1'0" ENG. C. PETERSON DATE: 05-0=30-02 JOB NUMBER SHEET DESCRIPTION: LOWER LEVEL FLOOR PLAN & SCHEDULES 846-01 P3 A‘, TRAMWAY TERMINAL BELOW 1-L OPEN DECK OCCUPANCY OTHER AREA 2000 FT"2 LOAD FACTOR 50 OCCUPANY LOAD 40 ONE EXITS <50 EXIT WIDTH T7 II STAIRWAY COMBINED EXIT LO WIDTH LOAD 41.7" DESIGN WIDTH 44' D1 1 UPPER FLOOR PLAN P4 SCALE 1!8"=1'0" TRAMWAY TERMINAL ABOVE STAFF LOUNGE WOMAN'S SHOWER MEMS SHO \\\ PRIVACY BALCONY MENS MEETING ROOM 1 OCCUPANCY A-3 HANDICAP REST ROOM WOMAN'S HANDICAP _ REST AREA 503 FT -2 LOAD FACTOR 15 OCCUPANCY LOAD 33 SINGLE EXIT fi \ I . 1><1 ROOM EXIT 3 o 11 36" DOOR EXIT 1 EXIT 2 HAL STAIRWAY COMBINED EXIT LOAD 133 AY �� 1' WIDTH LOAD 41.r t A eV' DESIGN WIDTH 44' L� �" A, tI Ilif1 ''ANDICA r OFFICESLIFT 0' OCCUPANCY B ROOM f 4 LLQ [ AREA 893 FT -2 a, LOAD FACTOR 100 ,Z is T 2 OCCUPANY LOAD 9" p I�/(f L_�V• SINGLE EXIT pp,� 1S 7 nay /// N COMBINED MEETING ROOM OCCUPANCY A-3 AREA 1344 FT"2 LOAD FACTOR 15 OCCUPANCY LOA +90 RETAIL 84ORGE e'.----- O. FURNITURE STORAGE BRIDES PREP ROOM TWO EXITS. EXIT WIDTH 27`-.44" I XII 1 36' DOOR 1-L OPEN DECK OCCUPANCY OTHER AREA 2000 FT"2 LOAD FACTOR 50 OCCUPANY LOAD 40 ONE EXITS <50 EXIT WIDTH T7 II STAIRWAY COMBINED EXIT LO WIDTH LOAD 41.7" DESIGN WIDTH 44' D1 1 UPPER FLOOR PLAN P4 SCALE 1!8"=1'0" TRAMWAY TERMINAL ABOVE WIDE DOOR ITN PANIC HARDWARE DECK ABOVE LOWER FLOOR PLAN P4 SCALE 118"=1.0- GARFIELD COUNTY BUILDING PERMIT REVIEW 1. ZONING. SPECIAL USE PERMIT ALLOWING FOR A COMMERCIAL RECREATIONAL FACILITY IN THE AGRICULTURAL INDUSTRIAL ZONE DISTRICT. ZONING GRANTED IN RESOLUTION NO 99-065 'JUNE 7, 1999). 2 MAXIMUM ALLOWABLE HEIGHT IN AGRICULTURALINDUS110u 4,C" Afft. GRADE 7080.5' 3. PROJECT STAGING. THE SUBMITTED PLANS SHOW COMPLE INITIAL PHASE WILL INCLUDE COMPLETION OF ALL INFRASTRUCTURE. THE UPPER AND LOWER LEVEL WILL NOT BE COMPLETED DURING THE INITIAL PHASE - HANDICAP UFT WILL BE COMPLETED IN THE SECOND STAGE. THE FINAL INSPECTION BY GARFIELD COUNTRY BUILDING DEPARTMENT WILL BE FOR THE MAN LEVEL ONLY. 4. FIRE PROTECTION. THE ENTIRE BUILDING WILL HAVE A PASSIVE SPRINKLER SYSTEM. THE BUILDING WILL HAVE A FIRE DETECTION SYSTEM CONNECTED TO THE FIRE DEPARTMENT. AS REQUIRED BY A CONDITION OF THE GARFIELD COUNTY APPROVAL, THE GLENWOOD SPRINGS RURAL FIRE DISTRICT WILL HAVE FINAL APPROVAL OF THE FIRE MITIGATION PLAN. NORTH WALL TRAMWAY ROOF GAD2' HEIGHT ATEGRTRAM E RO7083DE 7116' ` GRADE 7085.9 HEIGHT = 328 fiT ALLOWABLE HEIGHT =40.0' DEPARTING CARRIERS Arw1Mr.1► iiYA r irrl i 101 U ii illi VIII'i1111 H it 11111101 5. WATER SUPPLY. THE CITY OF GLENWOOD SPRINGS HAS AGREED TO SUPPLY POTABLE WATER TO THE PROJECT. A SUSPENDED WATERLINE WILL BE INSTALLED FROM A TAP WITHIN THE CITY TO THE UPPER TERMINAL POTABLE WATER WILL BE STORED IN A 32.000 GALLON TANK LOCATED AT 160 ABOVE THE MAIN FLOOR OF THE BUILDING. WATER WILL GRAVITY FEED BACK TO THE STRUCTURE. 6. SEWAGE DISPOSAL. THE SUBMITTED PLANS INCLUDE A 6000 GPD ISDS SYSTEM FOR WASTE DISPOSAL FOR BUILDING PERMIT REVIEW PURPOSES. IT CAN BE ASSUMED THAT THE ISDS WILL BE CONSTRUCTED. CURRENT NEGOTIATIONS WITH THE CITY OF GLENWOOD SPRINGS INCLUDES A PROVISION FOR THE RETURN OF PARTIALLY TREATED SEWAGE WATER TO THE GLENWOOD SPRINGS MUNICIPAL WATER TREATMENT PLANT. THE SEWAGE WOULD BE RETURNED IN A 1-112" ,.-----15IAMETER SUSPENDED UNE PARALLEL TO THE POTABLE WATER LINE. 7. CRAWL SPACE VENTILATION. VENTILATION REQUIRED FOR CRAWL SPACE UNDER WOOD FRAMED BUILDING. THE BUILDING IS A STEEL FRAMED BUILDING WHICH DOES NOT REQUIRE CRAWL SPACE VENTILATION. 8. MECHANICAL SYSTEM. THE I -NAC WILL BE INSTALLED FOR THE ENTIRE STRUCTURE. THE HVAC WILL BE ACCOMPLISHED WITH ROOF TOP COMBINATION HEAT AND COOLING UNITS. ALL BATHROOMS WILL HAVE FORCED AIR VENTILATION. THE MECHANICAL ROOM WILL HAVE PROPANE VENTS AS REQUIRED CO 9fea, AR v 4` ' %0A-1 av" c1,1,v ■ I' Lip iu 101 l■■ �!r' ! l nom ui■■■ 'ii,� l,l! .�., a2f if, �.� 11..1 GRADE 7084.5' GRADE 7080.5 WEST WALL DECK LEVEL AVERAGE GRADE 7080.1' HEIGHT AT DECK 7112.3' HEIGHT = 322 ALLOWABLE HEIGHT = 40.0' GRADE 7079.7' EXIT 36" RESTAURANT OCCUPANCY A-3 AREA 1205 FT"2 LOAD FACTOR 15 OCCUPANCY LOAD 80 TWO EXIT =50 0 EXIT 1 36" DOOR `v.k/" OR rn X ci 8" m O a 0 0 WOMAN'S HANDICAP REST ROOM GRADE 7087.0 GRADE 7082.6' w NO UP AV HE HEI ALL MEN'S NDICAP REST ROOM RIVING CARRIERS L� L GRADE 7087' AT ROOF 7126.0' = 39.0' ABLE HEIGHT = 40.0' 1 JI NORTH WALL TRAMWAY ROOF AVERAGE GRADE 7090.25 HEIGHT ATT 7129.6' HEIGHT = 39 ALLOWAB ;.' E1GH 40. TRAMWAY CONTROL ROOM HALLWAY V %7^0I1 U 1 11�NDICAP LIFT WALK IN COOLER KITCHEN OCCUPANCY A AREA 500 FT"2 LOAD FACTOR 200 OCCUPANCY LOAD 2. SINGLE EXIT <30 0 OPEN DECK ABOVE OPEN DECK OCCUPANCY -OTHER AREA 5808 FT"2 LOAD FACTOR 100 OCCUPANCY LOAD 58 TWO EXITS SOTi ALL UP UPP LEVEL AVERAGE GRAD 7088' HEIGHT AT ROOF 26' HEIGHT = 38' ALLOWABLE HEIGHT 40.0' cP EXIT 2 6' DOOR RETAIL OCCUPANCY M AREA 1328 FT'2 LOAD FACTOR 30 OCCUPANCY LOAD 45 SINGLE EXIT <50 GRADE 7093.5' GRADE 7095' GRADE GRADE 7078.3 MAIN FLOOR PLAN SCALE 1/8"=1'0" SOUTH DECK UNE MAIN DECK LEVEL AVERAGE GRADE 7083.8' HEIGHT AT DECK 71017 HEIGHT = 162 ALLOWABLE HEIGHT = 40.0' Ses7fe /'Zv/s/af7 7-0 ,G o ort p141,5 EAST WALL ROOF LEVEL AVERAGE GRADE 7095.4' HEIGHT AT ROOF 7126' HEIGHT = 30.6 ALLOWABLE HEIGHT = 40.0' -Hougland & Associ This plan has been reviewedd Date: e 7'J -fes' The plan is accepted and appears to empty with the requirements of: E p7ce► /9 -5- PaT�?/9 A' \ FOR PERMIT ISSUANCE ONLY CRP REV. DESCRIPTION BY 6-1 1 -02 DATE PROJECT NAME: CLIENT: , ERUCHIEERM, LVD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 DATE: 05-31-02 ENG. C. PETERSON JOB NUMBER SHEET DESCRIPTION: CODE COMPIANCE 846-01 P4 STAFF LOUNGE WOMAN'S SHOWER MEMS SHO WOMANS HANDICAP REST ROOM MEN'S HANDICAP REST ROOM t HALLWAY UNEXCAVATED CRAWL SPACE CAVERNS MANAGERS OFFICES OCCUPANCY B AREA 1023 FT"2 LOAD FACTOR 100 OCCUPANY LOAD 11 SINGLE EXIT ii o 11 TiT tI t d MECHANICAL 0' V ROOM ,Z is p I�/(f L_�V• I 7 nay RETAIL 84ORGE e'.----- ILO TOUR HEADQUARTERS 1 ST it EA 235 FT"2 OAD FACTOR 30 `4CCUPANY LOAD 9 SINGLE EXIT WIDE DOOR ITN PANIC HARDWARE DECK ABOVE LOWER FLOOR PLAN P4 SCALE 118"=1.0- GARFIELD COUNTY BUILDING PERMIT REVIEW 1. ZONING. SPECIAL USE PERMIT ALLOWING FOR A COMMERCIAL RECREATIONAL FACILITY IN THE AGRICULTURAL INDUSTRIAL ZONE DISTRICT. ZONING GRANTED IN RESOLUTION NO 99-065 'JUNE 7, 1999). 2 MAXIMUM ALLOWABLE HEIGHT IN AGRICULTURALINDUS110u 4,C" Afft. GRADE 7080.5' 3. PROJECT STAGING. THE SUBMITTED PLANS SHOW COMPLE INITIAL PHASE WILL INCLUDE COMPLETION OF ALL INFRASTRUCTURE. THE UPPER AND LOWER LEVEL WILL NOT BE COMPLETED DURING THE INITIAL PHASE - HANDICAP UFT WILL BE COMPLETED IN THE SECOND STAGE. THE FINAL INSPECTION BY GARFIELD COUNTRY BUILDING DEPARTMENT WILL BE FOR THE MAN LEVEL ONLY. 4. FIRE PROTECTION. THE ENTIRE BUILDING WILL HAVE A PASSIVE SPRINKLER SYSTEM. THE BUILDING WILL HAVE A FIRE DETECTION SYSTEM CONNECTED TO THE FIRE DEPARTMENT. AS REQUIRED BY A CONDITION OF THE GARFIELD COUNTY APPROVAL, THE GLENWOOD SPRINGS RURAL FIRE DISTRICT WILL HAVE FINAL APPROVAL OF THE FIRE MITIGATION PLAN. NORTH WALL TRAMWAY ROOF GAD2' HEIGHT ATEGRTRAM E RO7083DE 7116' ` GRADE 7085.9 HEIGHT = 328 fiT ALLOWABLE HEIGHT =40.0' DEPARTING CARRIERS Arw1Mr.1► iiYA r irrl i 101 U ii illi VIII'i1111 H it 11111101 5. WATER SUPPLY. THE CITY OF GLENWOOD SPRINGS HAS AGREED TO SUPPLY POTABLE WATER TO THE PROJECT. A SUSPENDED WATERLINE WILL BE INSTALLED FROM A TAP WITHIN THE CITY TO THE UPPER TERMINAL POTABLE WATER WILL BE STORED IN A 32.000 GALLON TANK LOCATED AT 160 ABOVE THE MAIN FLOOR OF THE BUILDING. WATER WILL GRAVITY FEED BACK TO THE STRUCTURE. 6. SEWAGE DISPOSAL. THE SUBMITTED PLANS INCLUDE A 6000 GPD ISDS SYSTEM FOR WASTE DISPOSAL FOR BUILDING PERMIT REVIEW PURPOSES. IT CAN BE ASSUMED THAT THE ISDS WILL BE CONSTRUCTED. CURRENT NEGOTIATIONS WITH THE CITY OF GLENWOOD SPRINGS INCLUDES A PROVISION FOR THE RETURN OF PARTIALLY TREATED SEWAGE WATER TO THE GLENWOOD SPRINGS MUNICIPAL WATER TREATMENT PLANT. THE SEWAGE WOULD BE RETURNED IN A 1-112" ,.-----15IAMETER SUSPENDED UNE PARALLEL TO THE POTABLE WATER LINE. 7. CRAWL SPACE VENTILATION. VENTILATION REQUIRED FOR CRAWL SPACE UNDER WOOD FRAMED BUILDING. THE BUILDING IS A STEEL FRAMED BUILDING WHICH DOES NOT REQUIRE CRAWL SPACE VENTILATION. 8. MECHANICAL SYSTEM. THE I -NAC WILL BE INSTALLED FOR THE ENTIRE STRUCTURE. THE HVAC WILL BE ACCOMPLISHED WITH ROOF TOP COMBINATION HEAT AND COOLING UNITS. ALL BATHROOMS WILL HAVE FORCED AIR VENTILATION. THE MECHANICAL ROOM WILL HAVE PROPANE VENTS AS REQUIRED CO 9fea, AR v 4` ' %0A-1 av" c1,1,v ■ I' Lip iu 101 l■■ �!r' ! l nom ui■■■ 'ii,� l,l! .�., a2f if, �.� 11..1 GRADE 7084.5' GRADE 7080.5 WEST WALL DECK LEVEL AVERAGE GRADE 7080.1' HEIGHT AT DECK 7112.3' HEIGHT = 322 ALLOWABLE HEIGHT = 40.0' GRADE 7079.7' EXIT 36" RESTAURANT OCCUPANCY A-3 AREA 1205 FT"2 LOAD FACTOR 15 OCCUPANCY LOAD 80 TWO EXIT =50 0 EXIT 1 36" DOOR `v.k/" OR rn X ci 8" m O a 0 0 WOMAN'S HANDICAP REST ROOM GRADE 7087.0 GRADE 7082.6' w NO UP AV HE HEI ALL MEN'S NDICAP REST ROOM RIVING CARRIERS L� L GRADE 7087' AT ROOF 7126.0' = 39.0' ABLE HEIGHT = 40.0' 1 JI NORTH WALL TRAMWAY ROOF AVERAGE GRADE 7090.25 HEIGHT ATT 7129.6' HEIGHT = 39 ALLOWAB ;.' E1GH 40. TRAMWAY CONTROL ROOM HALLWAY V %7^0I1 U 1 11�NDICAP LIFT WALK IN COOLER KITCHEN OCCUPANCY A AREA 500 FT"2 LOAD FACTOR 200 OCCUPANCY LOAD 2. SINGLE EXIT <30 0 OPEN DECK ABOVE OPEN DECK OCCUPANCY -OTHER AREA 5808 FT"2 LOAD FACTOR 100 OCCUPANCY LOAD 58 TWO EXITS SOTi ALL UP UPP LEVEL AVERAGE GRAD 7088' HEIGHT AT ROOF 26' HEIGHT = 38' ALLOWABLE HEIGHT 40.0' cP EXIT 2 6' DOOR RETAIL OCCUPANCY M AREA 1328 FT'2 LOAD FACTOR 30 OCCUPANCY LOAD 45 SINGLE EXIT <50 GRADE 7093.5' GRADE 7095' GRADE GRADE 7078.3 MAIN FLOOR PLAN SCALE 1/8"=1'0" SOUTH DECK UNE MAIN DECK LEVEL AVERAGE GRADE 7083.8' HEIGHT AT DECK 71017 HEIGHT = 162 ALLOWABLE HEIGHT = 40.0' Ses7fe /'Zv/s/af7 7-0 ,G o ort p141,5 EAST WALL ROOF LEVEL AVERAGE GRADE 7095.4' HEIGHT AT ROOF 7126' HEIGHT = 30.6 ALLOWABLE HEIGHT = 40.0' -Hougland & Associ This plan has been reviewedd Date: e 7'J -fes' The plan is accepted and appears to empty with the requirements of: E p7ce► /9 -5- PaT�?/9 A' \ FOR PERMIT ISSUANCE ONLY CRP REV. DESCRIPTION BY 6-1 1 -02 DATE PROJECT NAME: CLIENT: , ERUCHIEERM, LVD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 DATE: 05-31-02 ENG. C. PETERSON JOB NUMBER SHEET DESCRIPTION: CODE COMPIANCE 846-01 P4 11 1 STUC, -fi,'m:F;:C:E OVER Cr '%'lr"`"isqr'lrAtmrAwrim.rl.rmYf P. \r ,w �w ♦w L IAL, „/N/V1 f 7 yrAll, tw Ormir 1111111 lIIIIHhIIiiiIHIIIIIIOI IuIH"IIlliiiiiiiEiiiii ilii 11 N,AL\141,/\/ N/A\LAJ/N,./ 3 1 SOUTH ELEVATION p5 SCALE 1'4"=1'0" Hougfand & Associat This plea has been reviewed Date: /1-27-0'11/4- The -27.0'1`The plea is accepted and appears to comply with the requirements of: 7 jJ /\ FOR PERMIT ISSUANCE ONLY CRP REV DESCRIPTION BY 06-1 1— DATE PROJECT MA E. CLIENT: CAVERNS AY GILENWEXM T114,1WAY COMPANY M W EN8O EIERliM9 LTD. 302 8T1I Sr.. SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS. COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 1/4"= 1 '0 ENG. DATE: 06-0 JOB NUMBER SHE DESCRIPTION: SOUTH ELEVATION 846-01 4410 01111111111 -iii- _I on 1=�I -ar.r�r .il lommumoomollommummillimmumilimmmommullimommoh.,. Aidi111111111111111ommumIIIIIommIIIIImmiIIIIimiIIGIIINNmIMIIIsv,� IIIIIIIIIIIIIHI !rig PIO r A WAMFAWM r TAYA492 MN/ I WAWA kV) LONER LEVE CULTURED STONE SURF STUCCO SURFACE \, WEST ELEVATION P6 SCALE 1)4'=1'(Y 7130 7125 7120 7115 7110 7105 7100 7095 7090 7085 7080 7075 7070 7065 7060 FE 7112' 3-1/2" —Hougland & Associa This pian has been reviewed The pion is accepted and appears to comply with the requirements of: 17698C._ A FOR PERMIT ISSUANCE ONLY CRP REV. DESCRIPTION BY 06-11 DATE PROJECT NAME: CLIENT CAVERNS GLENWOOD AY TRRA UVU W ENOONEEROMO, LTD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 1 /14"=1 '0" ENG. C. PETERSON DATE: 06-0 JOB NUMBER SHEET DESCRIPTION: WEST ELEVATION 846-01 p6 7130 7125 7120 7115 7110 7105 7100 STANDING SEAM METAL " CYF OVER TRAMWAY v+r - s'Ami yr r., ♦.w .,r �r N / A I► STUCCO SURFACE 7095 7090 7085 7080 7075 7070 7065 7060 11,PraWirdiMPliMIFAIWPFAMpf- . :c.: ; YT7'. iM- i1W7 Mr'i juisiop‘&114- re ;�� �-i- 1 r 1 NORTH ELEVATION \ p7 ) SCALE 1/4R -1W STUCCO SURFACE —Hougland & Associa This plan has been reviewed Date:'' 7� The plan is accepted and appears to comply with the requirements of: 7U,5 C FOR PERMIT ISSUANCE ONLY REV DESCRIPTION PROJECT NAME: CLIENT: Q:Avaiws =max) CRP 06-11-02 DATE TRAMWAY CO ggr''i A 7A�IEWRONEEROMe, LTD. 302 8TH ST., SUTTE 325 F.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 1/4"--1'0" ENG. C. PETERSON DATE: 06-0 JOB NUMBER SHEET DESCRIPTION: NORTH ELEVATION 846-01 11111111111111111111111 111 1111111111111111 EAST ELEVATION SCALE 1a4" -1'D" ----Hougiand & Associ e Tri plan has been reviewed Dale: The pian Is accepted and appears to comply with the requirements of; t''7 (ie C REV. FOR PERMIT ISSUANCE ONLY DESCRIPTION 7130 7125 7120 7115 7110 7105 7100 7095 7090 7085 7080 7075 7070 7065 7060 FF 7112' 3-1/2" FF 7100' FF 7089' 2-1/2" CRP 06-11-02 BY DATE PROJECT NAME: CLIENT: C)Wi I S TI WAY ENWOOD 73AMWAY CO ?NY ENGOUVEElfl1ONG, LTD. ®n 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 1/4"=1.0" ENG_ C. PETERSON DATE: 06-0 JOB NUMBER SHEET DESCRIPTION: EAST ELEVATION 846-01 LAP. 2' CLR.-TVP. 0 CORNER BAR BAR. SIZE LAP (CONCRETE) LAP (MASONRY) 113 U -IRU os 35 BAR 0 (18" MIN_) 40 BAR 0 7 THRLI (9 40 BAER 0 48 BAR 0 flit 7'TiRIJ II 54 BAR 0 TYPICAL REINFORCEMENT AT CORNER LAPS 54 1/2_ = 1 YPICAL STEP FOOTING ,coS4 1/2- = 1. 'ZIP-Sff I REINFORCING PER PLAN rL� 7 3 �r 6" 1. NATAL SLABS SHALL BE CAST 14 SIRE'S 15'-0' VAX MAXIMA( WITH CONSTRUCTION JCHITS OR CONTROL EINT5 AT A SPALyl$G EQUAL TO THE STRIP 1IDTH. SA11CUT CONTROL JOINTS MAY 8E (SSD N Bola DIRECTIONS SPACED AT I S-0 MAX. (tTP- STRP JOINTS MAY 8E USED *4 ONLY ONE ORE CTION.) J. SA ROUT JOINTS SHALL 8E MADE SAME DAY AS POUR AND AS EARLY AS POSSIBLE PRIOR TO DRYING SHRINKAGE. THE JOINT SHALL BE F1.USED ■RI MATER OR AR PRESSURE riIEDIA1ELY AFTER SAVING 4. DDIS'CONT WE OR PROVIDE SIR JOINT FOR REIN ORORC BARS LOW ANY CCMTRCL OR OCONSTRIICRON JOINT_ 5. f PIS LNG 3F ccl+CR£TE SLAB SMALL 8E DONE AFTER RIRFAGE BLEED WATER HAS EVAPORATED. MOISTEN MO --GRADE PRIOR TO PLACING. CONCRETE_ 7. APPLY MEMBRANE CURING OCIIPOLUA TO CO/CRETE IMMEDIATELY AFTER CONCRETE FWMSHNG OPERATION. TYPICAL SLAB CONSTRUCTION JOINT 4 1/2" 4 1' FOR Sig & SPACING OF JOIST SEk. PLAN BOUNDARY NAILIN 0 BOUNDARIES & CONTINUOUS PANEL EDGES INTERMEDIATE NAILING EDGE NAILING STAGGER PLYWOOD JOINTS 1 f8' EDGE DISTANCE AU. JOINTS 3/8" LAIN EDGE DISTANCE 0 ALL NAILS LONG DIMENSION OF PLYWOOD TO RUN PERPENDICULAR TO JOIST MOTE' I. PLYWOOD TO BE INSPECTED PRIOR TO COVERING 2- STAGGER NAILS WHEN SPACING 15 2" OR 21/2* o.c 3. SEE PLYWOOD SHEATHING NOTES. TYPICAL PLYWOOD LAYOUT 1/2' RAM SHEATHING SIZE TO BE -0" < 4:-0" MICRO -LAMS SITE & QUANT. PER PLAN TW. MULTIPLE MICROLAM CONNECTIONS 54 I/2 - SHEATHING SHEATHING STEEL By. PER PLAN 'I/Z x NAILER w/ 5/8_I WELD STUDS 0 32" a: - STEEL BM PER PLAN W/2 x NAILER W/ S/8'0 THFU BOLTS -TAGGER NOTES; 1. WOOD PL TO BE DOUG -FIR f1 FREE OF TWIST AND WARP. RIP PL TO MATCH FLANGE WIDTH 2. COORDINATE SHEATHING ATTACHMENT WITH SHEATHING NOTES. TYPICAL NAILER TO STEEL BEAM S4 1/2" = 1' 1. DESIGN DATA: UNIFORM BUILDING CODE, 1997 EDITION ROOF LOAD SNOW L.L. = 55 PSF'' Di. = 15 PSF' UPPER FLOOR LOAD L.L. = 100 PSF D.L. = 66 PSF LOWER FLOOR LOAD L.L. = 50 PSF Q.L. = 66 PSF DECK LOAD L.L. = 100 PSF 0, D . = 54 PSF WIND LOAD 80 MPH (0 30 HEIGHT) EXPOSURE B THE FOLLOWING CODES AND EDITIONS WHERE USED ACI BUILDING CODE (ACI 318-89) AISC MANUAL OF STEEL. CONSTRUCTION (9TH EDITION) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS 1991) AITC TIMBER CONSTRUCTION MANUAL (4th EDITION) SEAC SNOW LOAD PUBLICATION 3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING. BUT NOT UMITED TO. SHORING, BRACING. AND TEMPORARY EXCAVATION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,AND SITES CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 6. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH WORK SO INVOLVED. 7. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 8. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOF WITH THE APPROPRIATE TRADES. NOTIFY ENGINEER IF ANY OPENINGS ARE TO BE CUT IN STRUCTURAL COMPONENTS. IID -n 'N ANC:: i' J".1-;;; STRUCTURE TO REST ON MASSIVE LIMESTONE FORMATION SOILS INVESTIGATION WILL BE COMPLETED FOLLOWING INITIAL EXCAVATION ASSUMED MAX. BEARING PRESSURE - 4000 PSF NO EXPANSIVE OR COLLAPSIBLE SOILS WERE ANTICIPATED ASSUMED LA I L}. AL EARTH PRESSURE: 50 PCF THE CONTRACTOR SHALL REVIEW THE SOILS REPORT AND FOLLOW ALL RECOMMENDATIONS THEREIN. FOUNDATION DESIGN ASSUMES THAT ALL RECOMMENDATIONS IN THE SOILS REPORT WILL BE IMPLEMENTED. FOUNDATION TO REST DIRECTLY ON ROCK_ NO FROST COVER ANTICIPATED. ADJACENT FINISHED GRADE FOR EXTERIOR FOOTINGS AND 1'-0" BELOW FINISHED FLOOR FOR INTERIOR FOOTINGS U.N.Q. 3. ALL INTERIOR NON-BEARING. NON -SHEAR WALLS SHALL HAVE ITT PHILLIPS #81509, #12883, OR #22093 SHOT PINS 0 32" 0.c. INSTAI I FD PER 1CBO #1280. 4. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATIONS. 5. THE GROUND SURFACE SURROUNDING THE EX IENIOR OF THE BUILDING SHOULD BE SLOPED TO DRAIN AWAY FROM THE FOUNDATION IN ALL DIRECTIONS. IT IS RECOMMENDED THAT A MINIMUM SLOPE OF 12 INCHES IN THE FIRST 10 FEET IN UNPAVED AREAS, AND A MINIMUM SLOPE OF 3 INCHES IN THE FIRST 10 FEET IN PAVED AREAS BE PROVIDED. Sprcrle- /NSpr �~f %Rdeq m1 z P4:4-'97 006 1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. MINIMUM STRENGTH: F'c = 3000 PSI AT 28 DAYS ALL CONCRETE USED IN SLABS SHALL CONTAIN 1-1/2 LB/CY OF COLLATED, FIBRILLATED POLYPROPYLENE FIBERS (FIBERMESH) SLUMP: 4" ± 1" NO WATER SHALL. BE ADDED ON SITE WHICH WILL INCREASE SLUMP TO ABOVE 5". CONCRETE TO BE MIXED PER ASTM C94 MAXIMUM TEMPERATURE IN MIXER: 90 DEGREES F. 2. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP CONCRETE CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS USING A POLYETHYLENE FILM SECURELY HELD IN PLACE OR AN ALTERNATE METHOD APPROVED BY ARCHITECT. 3. PLACEMENT: PER ACI STANDARD 614. 4. TESTING: EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER TO DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION TESTS. PROVIDE 7 AND 28 DAYS CYLINDER TESTS. COMPLY WITH ASTM C143, C173. C31 AND C39. 5, GROUT UNDER COLUMN BASE PLATES ETC. WITH HIGH STRENGTH, NON -SHRINK, NON-METALLIC GROUT EQUIVALENT TO MASTERFLOW NO. 713 APPLIED PER MANUFACTURER'S RECOMMENDATIONS. 6. CEMENT SHALL BE PER ASTM C150, TYPO!, LOW ALKALI. MIX DESIGNS: SUBMIT TO ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM OF ONE WEEK PRIOR TO FIRST CONCRETE DEUVERY. MAXIMUM WATER/CEMENT RATIO: (BY WEIGHT) F"c = 3000 PSI W/c = 0.64 AGGREGATE: PER ASTM C33, MAXIMUM 1". NO ADMIXTURES CONTAINING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL NOT BE TN CONTACT WITH ALUMINUM. 1. REBARS: DEFORMED STEEL, ASTM SPEC. A615 GRADE 60. ALL REBAR BENDS TO BE MADE COLD. 2. BURLAP: CONCRETE: 40 DIA. U.N.D. MASONRY: 45 DIA. U.N.O. OR 24" MINIMUM WHICHEVER IS GREATER. STAGGER SPLICES 3. CONCRETE PROTECTION: SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER 1" CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS 3" 4. CONCRETE EXPOSED TO WEATHER AFTER FORMING: REBAR AND LARGER 2" CLEAR #5 REBAR AND SMALLER .._1 1/2' CLEAR 5. REINFORCING IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS TO BE SUPPORTED WITH APPROVED NON-METALLIC CHAIRS, OR ANOTHER METHOD APPROVED BY THE ENGINEER. CONCREIL MASONRY UNITS: PER ASTM SPEC. C90, AGGREGATE SHALL CONFORM TO ASTM SPEC. C331. ALLOWABLE DESIGN STRENGTH: F'rn = 1500 PSI, SPECIAL INSPECTION NOT REQUIRED. $P/zCIgc ItiSv2sTror,-f great) , rt re pr",-- ? rlac Sr".• 17°�. GRADE N. TYPE I MORTAR: PER ASTM SPEC. C270, TYPE M OR TYPE S. F'c = 1800 PSI AT 28 DAYS. GROUT: PER ASTM SPEC. C476 F'c = 2000 PSI AT 28 DAYS WITH PEA GRAVEL AGGREGATE AND NOT LESS THAN A 6 1/2" SACK MIX, GROUT ALL BOND BEAMS, LINTELS AND REINFORCED CELLS. MASONRY BELOW GRADE SHALL HAVE ALL CELLS GROUTED SOLID. GROUT LIFTS SHALL NOT EXCEED 4'-O" UNLESS Cl EAN OUTS ARE PROVIDED IN WHICH CASE GROUT LIFTS SHALL NOT EXCEED 8'-O" 3. REINFORCING: REINFORCING BARS SHALL CONFORM TO ASTM A615 -76o GRADE 40 HORIZONTAL REINFORCING SHALL BE STANDARD 'OUR -O -WALL" OR AUTHORIZED EQUIVALENT SPACED 0 16" ON CENTER EXCEPT AS NOTED. VERTICAL REINFORCING SHALL BE #5 0 32" o.c. EXTEND FULL HEIGHT OF THE WALL IN GROUTED CELLS. PROVIDE 2-#5 VERTICAL IN GROUTED CELL AT ALL CORNERS, ENDS OF WALLS, EACH SIDE OF OPENINGS AND BOTH SIDES OF CONTROL JOINTS_ LAP BAR SPLICES 40 BAR DIAMETERS. AT CORNERS AND INTER- SECTIONS, MAKE HORIZONTAL BARS CONTINUOUS OR PROVIDE MATCHING CORNER BARS. SEE DETAIL 3/S1.0 4. GENERAL REQUIREMENTS: PROVIDE VERTICAL CONTROL JOINTS IN ALL MASONRY WALLS 0 35'-0" MAXIMUM SPACING AS LOCATED ON ARCHITECTURAL DRAWINGS. FILL VOIDS AND GROUT CELLS SOLID FOR A DISTANCE OF 32" BELOW AND 12" EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS UNLESS NOTED OTHERWISE ON PLANS 5. PROVIDE MASONRY UN I EL BOND BEAM AS FOLLOWS: SPANS NOT EXCEEDING 4'-8" PROVIDE 8" DEEP BEAM WITH 2-#5 BARS CONTINUOUS IN BOTTOM OF BEAM SPANS NOT EXCEEDING 12'-O" PROVIDE 16" DEEP BEAM WITH 2-#5 BARS CONTINUOUS IN BOTTOM OF BEAM 1-#5 BARS CONTINUOUS AT TOP OF BEAM. WITH #3 STIRRUPS (SINGLE LEG) AT 6" ON CENTER HORIZONTAL SPACING. BOTTOM REINFORCING SHALL BE WITHIN 3" OF THE BOTTOM OF BEAM ROLLED SHAPES AND PLATES: PER ASTM SPEC. A36, F'y = 36 KSI PIPES: PER ASTM SPEC. A501, F'y = 36 KSI STRUCTURAL TUBING: PER ASTM SPEC. A500, GRADE B, F'y = 46 KSI ANCHOR BOLTS: PER ASTM SPEC. A3O7 BOLTS WOOD CONNECTIONS: PER ASTM A307 BOLTS AT STEEL CONNECTIONS: PER ASTM A325 BOLT HOLES 1/16" GREA TER THAN BOLT SIZE. ACCEPT F ANCHOR BOLTS WHICH ARE 3/16' GREATER THAN BOLT SIZE_ U.N.O. Pr' c1/7 c. / /v..5* 19 / r %7,Q II u t r r# p z"T ? 7 c . sr c. 17015- i 5/C• I?©l 2. WELDING PER STANDARDS OF AMERICAN WELDING SOCIETY. ELECTRODES AWS A 5.1 E-70 SERIES. SHOP AND FIELD WELDING SHALL BE PERFORMED BY PROPERLY CERTIFIED WELDERS. PAINT ALL STRUCTURAL STEEL WITH ONE SHOP COAT PRIMER OVER CLEAN METAL COPES, BLOCK AND CUTS: ALL RENTRANT CORNERS SHALL BE SHAPED NOTCH -FREE TO A RADIUS OF AT LEAST 1/2". FABRICATION AND ERECTION: PER AISC MANUAL OF STEEL CONSTRUCTION. DETAILING: PER AISC STRUCTURAL DETAILING. 6. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW BY ENGINEER PRIOR TO FABRICATION. ju#e/TY e0Nf^ac ALL WOOD MEMBERS SHALL BE HEM --FIR, 19% MAX MOISTURE CONTENT. MARKED BY A RECOGNIZED GRADING AGENCY WOOD GRADES (UNLESS NOTED OTHERWISE): (A). FOR HORIZONTAL MEMBERS: JOIST AND RAFTERS BEAMS AND STRINGERS LEDGERS GRADE #2 GRADE #1 GRADE #1 (B). FOR VERTICAL MEMBERS: 2 x 4 STUDS ...__ CONSTRUCTION GRADE 2 x 6 AND LARGER STUDS GRADE #2 POSTS AND TIMBERS GRADE #1 3. CUTTING, NOTCHING OR DRIL.UNG OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 4. UNLESS OTHERWISE SPECIFIED. ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE U.B.C. 5. ALL NAILS SHALL BE STANDARD COMMON NAILS, UNLESS NOTED OTHERWISE. 6. ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A_ 7. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED HEM -FIR. BOLTS SHALL BE PLACED 9" FROM END OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS AS NOTED. 8. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIAMETER LARGER THAN NORMAL BOLT DIAMETER. 9. AU_ FRAMING HARDWARE SHALL BE AS MANUFACTURED BY 'SIMPSON COMPANY" OR ENGINEER APPROVED EQUAL. 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS. 11. PROVIDE BLOCKING OR BRIDGING PER LATEST ADDITION OF THE U.B.C. 12_ TOP PLATES OF ALL WOOD STUD WALLS TO BE 2 - 2 x #2 (SAME WIDTH AS STUDS), UNLESS NOTED OTHERWISE, LAP 48" (MINIMUM) WITH NOT LESS THAN 6 - 16d NAILS EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS. 13. ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORM TO APA PERFORMANCE MATERIALS, MANUFACTURE, AND QUALITY CONTROL FOR STRUCTURAL GLUED LAMINA TED TIMBER SHALL BE IN CONFORMANCE WITH AMERICAN LAMINATED TIMBER" AND AITC 117, 'DESIGN AND MANUFACTURING" 2. GLU-LAM BEAMS, CONFORMING TO AITC 24F -V4 OR BETTER. ALLOWABLE UNIT STRESSES FOR DRY CONDITION OF USE SHALL BE: FE = 2400 PSI F„ 165 PSI Fr = 650 P51 E = E8 x 106 PSI 3. MICROLAM (LAMINATED VENEER LUMBER) ALLOWABLE UNIT STRESSES FOR DRY CONDITION OF USE SHALL BE: Fb = 2600 PSI F = 285 PSI Fe = 750 PSI E = 1.8 x 106 PSI 4. ALL EXPOSED GLU-LAM BEAMS, SHALL CONFORM TO EXTERIOR EXPOSED CONDITION PER UNIFORM BUILDING CODE SECTION 2511(g). PER U.B.C. 1994 COMMON NAILS ARE ASSUMED IN THE FOLLOWING SCHEDULE: JOIST TO SILL OR GIRDER TOE NAIL 3 - 84:1 BRIDGING TO JOIST, TOE NAIL EACH END ---_- 2 - 8d 1 x 6 SUB FLOOR OR LESS TO EACH JOIST_ FACE NAIL 2 - 8d WIDER THAN 1 x 6 SUB FLOOR OR LESS TO EACH JOIST. FACE NAIL 3 - 8d 2" SUB FLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 3 - 16d SOLE PLATE TO JOIST OR BLOCKING. TYPICAL FACE NAIL16d 16" o.c. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANFI S ._ 3 -16d1 0 16" TOP PLATE TO STUD, END NAIL 2 - 16d STUD TO SOLE PLATE 4--8d TOE NAIL OR 2-16d END NAIL DOUBLE STUDS, FACE NAIL 16d 24" o.c. DOUBLE TOP PLATE, TYPICAL FACE NAIL 16d 0 16" o.c. DOUBLE TOP PLATE. LAP SPLICE 8 -- 16d BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE TOENAIL ... 3 - 8d RIM JOIST TO TOP PLATE, TOE NAIL . 8d 0 6" o_c_ TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL 2 - 16d CEILING JOIST TO PLATE, TOE NAIL 3 - 8d CEILING JOIST, LAPS OVER PARTITIONS FACE NAIL 3 - 16d CEILING JOIST TO PAR AI 1 Ft RAFTERS. FACE NAIL 3 - 1Bd CONTINUOUS HEADER TO STUD. TOENAIL 4 - 8d CONTINUOUS HEADER, TWO PIECES ............................... 16d 0 16" o.c. ALONG EACH EDGE RAFTERS TO PLATE TOE NAIL 3 - 84 RAF IERS TO RIDGE BOARD TOE NAIL 3 - 8d 1" BRACE TO EACH STUD PLATE, FACE NAIL 2 - 8d 1" x 8 SHEATHING OR LESS BEARING, FACE NAIL 2 - 8d 1' x 8 SHEATHING OR LESS BEARING, FACE NAIL . 2 - 8d WIDER THAN 1' x 8 SHEATHING OR LESS BEARING, FACE NAIL 3 - 8d BUILT-UP CORNER STUDS 16d 0 24" o.c. BUILT-UP GIRDER AND BEAMS 20d 0 24" o_c. 0 TOP AND BOTTOM AND STAGGERED 2-20d 0 ENDS AND 0 EACH SPLICE 2" PLANKS 2-16d AT EACH BEARING PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C -D, EXPOSURE 1. ROOF DIAPHRAGMS SHALL BE 5/8", APA RATED SHEATHING, 40/20 PLACED WITH 8'-O" DIMENSION PERPENDICULAR TO THE JOIST, RAFTER OR TRUSS SPAN. END JOINTS SHALL BE STAGGERED. ATTACH PLYWOOD AT EDGES WITH 8d NAILS AT 6" 0.c. AND AT INTERMEDIATE SUPPORTS WITH 8d NAILS AT 12" o_c. SHEATHING SHALL 'BE T & G OR PROVIDE PLYCLIPS MIDWAY BETWEEN RAF DELIS AT UNSUPPORTED EDGES. PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C -D, EXPOSURE 1. FLOOR DIAPHRAGMS SHALL BE 3/4", APA RATED STURDI-FLOOR, 24" o.c. PLACED WITH 8'-O" DIMENSION PERPENDICULAR TO THE JOIST SPAN. END JOINTS SHALL BE STAGGERED. ATTACH PLYWOOD WITH APA GLUE AND AT EDGES NAIL WITH 8d NAILS AT 6" o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d NAILS AT 10" o.c. SHEATHING SHALL BE T & G. PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C -D. EXPOSURE 1. SHEATH ALL EXIEKIOR WALLS WITH 1/2", APA RATED PLYWOOD SHEATHING, 20/0 WITH 8'-0` DIMENSION VERTICAL_ BLOCK ALL EDGES. END JOINTS SHALL BE STAGGERED. STUDS SHALL BE 16" n.c. ATTACH PLYWOOD WITH 8d NAILS AT 6," o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d AT 12" o.c_ -Hougland & Associ This plan has been reviewed Date: .' g --4E The pion Is accepted and ap ars to comply with the requirements 01: '�r1 j%f(T .5>9'2'ee 4/'.4 ©F" 4'srt e7 re c,7 I1 ''f' ,eereor t RELEASED FOR PERMIT CRP 6-10®-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: TRAMWAY UPPER T 1-41 GLENWOOID TRAMWAY CO111N'�`1Y Rql E NQO E TEG OIG, EST a 302 8TH ST.. SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: VARIED ENG. C. PETERSON DATE: 6-10-02 JOB NUMBER SHEET DESCRIPTION: STRUCTURAL SPECIFICATIONS 846-01 J:\SDSKPROJ1201\I 1.12 dwg 112Cave44wg05/29/2002 // //iv /////://".- // /A4/ ////// /7/ /7 z //// //, ./// //7,<,„, //:;77/7/.//////////y////// )11/ /// /// (/' /� r//7////// � f /7//////7/////:// // / / i /71/1 / (7 /////, //////// f/ ✓° { //:i/'i,'////! f //- ///7/ / /° ,r f / // / rI /7/7// r�/ / -- -- - -„. I ' A / • • • ///f . / -`= / 1 (/// '71/ ccz- s` / r` /1/7////// /0/),1)) /////f // 7/ /7/, I t / f f // i f r f / / / / / / r7//'/,/ /1/ / ! / / / / /14/ t f �j/ ,/ F ""fir///7 I //11., /// /// /// r / /////: t' 7 / // //: ;7/7 /7/ /// /(7 /// /1'7/ yq./ j//!.? P ////// I f // / -I- 'YET / /.77 � .-- ''INSPECTI6N /f % �- f-vELL .(TYP/ / / /,/, r/ ''H /4'0/PVC SEWER/(TYP.) r /WI .CLEAN-UTS r I INSTALLED t /TS/ 1 CSD [,F }/ ` / ' / % / / / / 7 /4. r r it 7 � ' >t /I / if / „ / I ///7/1/111/ 77 11// / 1 // / I HO / 1 i / / i i i i I I 1 1 1 1 i / I" . ( / i I I i / / ////1/ ///, / /7 , 1 1 / 7 /l SYS' / t f l / J :// � if ' r i' / / , /� //it f / I � i // ,////// / / / i / ii i i \I / i / /// // // 4 7 // / / / : // //f/i/ / 1' ,� p/ \ / / %� � tf r / r' / I / Jf i // / / 7 /./ V /6 ,// II / / / / ' / / / / i / It / / ,f ✓ II r/ / / / / / ,1 / /•// / / / , �,, / 1 f "� � f f { f r / / // / / / 1 , /( // �/ , J/ , ��, ,,,,x)'-",,- / � / / I /� �� f / 7\4( / / / / , 7/ / / f 1,/ �! Y dUOT i//1/ f // �'` CONTRACTOR SH LLF- ER(FY/ DEPTH I/ / OF BEDROCK,-` IN EACH /FRENCH OF / / , / / / ///SYS -TEM C ; PRF R TO 1INSTALLATI N ' / f , // OF INFILTRATORS AND INFORM \ / i 1 / ENGINEER IF "bEP:THS LESS; THAN I r f. l 5 -FEET. / / / / -1`I- 7, r v i r ` f / % / % r" / ; / • Hca 1�� 1 r i f // i i f ' ./7 '"mi / je (./. / SYSTEM' .0 /// /1,0,\4c, -1\0\ � , i''h 11 -3)-i.-\_ i(SHALLOW INSTALLATIC�NY'`�-'` � � � i r / / 40 PSC EWEF TYP S } / r' / % ' WITH f CLEANO ,TS� a 4r�. V I ,f /' �I y�I +� / INSTALLED E ERY/10 f i 1 / 011 m Prt- /';;;,/7 / R� (MINS 1 41 9 57) I TE S;T P -.C /?Q1- MIN.)/ k \ \ \\\:\ N\NN t N INFILTRATOR UNIT 50 GRAPHIC SCALE 25 50 100 100 4" 0 SOLID PIPE ( IN FEET) 1 inch = 50 ft. REMOVABLE CAP DRILL 4 - 3/4" HOLES FOR AERATION 18" ABOVE FINISH GRADE CUT HOLE IN TOP OF INFILTRATOR UNIT FOR INSTALLATION OF INSPECTION WELL PIPE 12" 36" " 0 PERFORATED PIPE INSPECTION WELL DETAIL 12" MIN. COVER --- 36" MAX. COVER N.T.S. NATURAL BACKFILL - NATURAL GROUND - BED BOTTOM LEVEL AND ROUGHENED SYSTEMS 'A' and 13' BED CROSS SECTION (TYP.) OUND VER -- 10" MIN, COVER 16" AX. COVER NATURAL BACKFILL f • FUTURE BUILDING • 11/ / / / / A9 .: r +` ,; 1/ 4 pi/ it f I Qr�I 0 P f`p ,I ,.I f / if TP ` %, 1 1 / ti INSPECTION ,r' � V IING � BUILDIN• INFILTRATOR UNIT 15' REMOVABLE PVC CAP INSTALL MARKER IF CAP IS TO BE BURIED FINISH GRADE -4" COUPLING 4" SEWER UNE CLEANOUT PVC WYE " RISER 4111r 4" 45' SWEEP BEND CLEAN OUT ASSEMBLY SEWER CLEAN OUT DETAIL • PLACE 10 MIL PVC LINER ON DOWNHILL -- SIDE OF BED 4' MIN NATURAL BACKFILL NATURAL GROUND OD°j( (Rfi 64 i NATURAL -ZR UND I? BED BOTTOM LE L AND ROUGHENED BED CROSS SECTION (TYP.) 15' MINIMUM TO ADJACENT BED INFILTRATOR UNIT (TYP) BED CROSS SECTION TYP.) N.T.S. GENERALABSORPTIONTRENCHNOTES ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH. 2. THE BOTTOM OF EACH ABSORPTION TRENCH SHALL BE LEVEL. 3. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND TRENCHES, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. 4, TRENCH LATERALS SHALL FOLLOW CONTOURS. 5. INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. TRENCH BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION. 7 NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA IS PROHIBITED 8. UNSUITABLE MATERIAL EXISTING WITHIN THE TRENCH SHALL BE EXCAVATED AND BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL. 9. IN ALL TRENCH CONFIGURATIONS, SERIAL DISTRIBUTION SHALL BE USED INSTEAD OF EQUILATERAL DISTRIBUTION TO INCREASE SETTLING TIME AND PROTECT THE BACTERIAL BIO -MAT. 10. BENDS IN TRENCH SHALL BE MADE WITH END PLATES AND 4"0 PVC OR MANUFACTURER'S PREFABRICATED BENDS. VICINITY MAP SCALE 1"=2000' 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. TOTAL SEWAGE QUANTITIES 60 SEATS PAPER SERVICE ONLY RESTAURANT * 25 GPD/SEAT PLUS 40 SEATS PAPER SERVICE ONLY RESTAURANT WITH BAR * 55 GPD/SEAT PLUS 400 CAVE ONLY VISITORS * 5 GPD/VISITOR PLUS 14 OFFICE EMPLOYEES * 15 OFT/EMPLOYEE PLUS 1 CARETAKER * 75 GPD = 5985 GPD ***SEWAGE SHALL BE DIVIDED INTO 3 SEPERATE DISPOSAL SYSTEMS*** 3. FLOW FOR EACH INDIVIDUAL SEWAGE DISPOSAL SYSTEM (3 SYSTEMS) AVERAGE DAILY FLOW = 1995 GPO PER SYSTEM DESIGN FLOW (Q) = 1.5 * AVERAGE = 2992.5 GPO PER SYSTEM (CAPACITY) SYSTEM 'A': GUEST SERVICE MEN'S BATHROOM SYSTEM 'B': GUEST SERVICE WOMEN'S BATHROOM SYSTEM 'C': PAPER SERVICE RESTUARANT/BAR KITCHEN PLUS EMPLOYEE BATHROOMS PLUS CARETAKER UNIT SEPTIC TANK FOR EACH INDIVIDUAL SEWAGE DISPOSAL SYSTEM: MINIMUM TOTAL TANK SIZE: INSTALL TWO 2000 -GALLON COPELAND CONCRETE SEPTIC TANK IN SERIES AND WITHOUT BAFFLES. ***INSTALL EFFLUENT FILTER IN OUTLET*** STANDARD ABSORPTION AREA FOR SYSTEM 'A'. 2992.513b = 3279 SF 5 USE OF STANDARD INFILTRATOR UNITS IN TRENCH CONFIGURATION: 50% REDUCTION FOR USE OF INFILTRATORS AND LOW FLOW FIXTURES (3279*0.50) @ 15.5 S.F./UNIT, 106 UNITS REQUIRED. RECOMMEND FOUR (4) 2 x 14 UNIT TRENCHES IN A SERIES CONFIGURATION. STANDARD ABSORPTION AREA FOR SYSTEM 'B': 2992.5,579 = 3738 SF 5 USE OF STANDARD INFILTRATOR UNITS IN TRENCH CONFIGURATION: 50% REDUCTION FOR USE OF INFILTRATORS AND LOW FLOW FIXTURES (3738*0,50) 0 15.5 S.F./UNIT, 121 UNITS REQUIRED. RECOMMEND FOUR (4) 2 x 16 UNIT TRENCHES IN A SERIES CONFIGURATION. STANDARD ABSORPTION AREA FOR SYSTEM 'C': 2992.5,579 = 3738 SF 5 USE OF STANDARD INFILTRATOR UNITS IN TRENCH CONFIGURATION: 50% REDUCTION FOR USE OF INFILTRATORS AND LOW FLOW FIXTURES (3738*0.50) 0 15.5 S.F./UNIT, 121 UNITS REQUIRED. RECOMMEND FOUR (4) 2 x 16 UNIT TRENCHES IN A SERIES CONFIGURATION. 4. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, TO PREVENT INFILTRATION. It a DES. DJT--] DR. DJW CK. RDN CV FILE: 112CAVE3 z 0 RELOCATE FIELDS TO MEET STATE SETBACK REQUIREMENTS COMPLETE SYSTEM DESIGN BASED ON ADD'T FERC TESTING LIJ IY DATE CNI v7 cs.i LC LO DES. DJT--] DR. DJW CK. RDN CV FILE: 112CAVE3 C Li CO 0 CO CO Lii 07 IT ri CC 6. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW 7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO' WITHIN ONE-HALF FOOT OF FINAL GRADE. 8. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 9. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION FIELD AREA USING DRAINAGE SWALES AS NECESSARY. 10. SOIL AND PERCOLATION INFORMATION PROVIDED BY H.P, GEOTECH, INC., JOB NO. 101 765, DATED NOVEMBER 26, 2001 AND MAY 21, 2002 11. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNTY. 12. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 13. SITE PLAN INFORMATION FROM CITY OF GLENWOOD SPRINGS AND TRAMWAY ENGINEERING, LTD. 14. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS LESS THAN 5.0 FEET. 15. THE ENGINEER SHALL BE CONTACTED FOR SiTE INSPECTION PRIOR TO BACKFILLING OF SYSTEM COMPONENTS. 16. DESIGN OF ABSORPTION TRENCHES BASED ON PERC. RATE AND SOIL PROFILE INDICATING 1 -FOOT OF TOPSOIL OVERLYING SANDY CLAYEY GRAVEL WITH COBBLES TO A PROFILE DEPTH OF 7-9 FEET. BEDROCK WAS FOUND AT A DEPTH OF 5 -FEET IN SYTEM 'C' REQUIRING SHALL INSTALLATION. cr LIJ I- ca Z LLI ul GLENWOOD CAVERNS ISDS ULI OU GO co ET3 (5 111 UU 0 PROJECT NO. 2011112.59 SHEET 1 I BEAR 7129' 7" TSBx6x1/4 POST TOW 7126' 0" BEAR 7123' 5' W 10x30 MEMBRANE ROOF 314' SHEATHING 6' RIGID INSULATION 16K3 Q 36' h/c. TRAM/ROOF CONNECTION TYPICAL EXTERIOR WALL DESIGN No. 1/457 1 HOUR FIRE RESISTANCE COMPOSITION STUCCO SURACE Ys. DUROCK CEMENTITIOUS BACKER UNIT 3' tHERMAFIBER BATT 6' OR A' CHANNEL SHAPED METAL STUDS @ 16" etc -X,'" GYPSUM WALLBOARD SCALE 112"=1'0" BEAR 7111' 9-1/7 W16x31 SEAM FE 70173-117 CG\\14 NORTH WALL - UPPER LEVEL 3j SCALE 1'2"=1'0'. 3-Y' CONCRETE DECK OVER 1-1.S." CONFORM DECKING C14 JOISTS 14K3/36"etc W16x31 BEAM/ W/ L2x3x%' STITCHWELD TO BOTTOM FLANGE JOIST BEARING 7098' 4' 3.5' CONCRETE 1.5C24 DECKING 20K5 @ 36' W/ CEILING EX 7! it DROP CEILING @ 7097' 8-112 5 \ NORTH WALL - TRAM -MAIN LEVEL G3 SCALE 1/2"=1'0' BEAR 7099'6' W16x31 3.5' CONCRETE 1.5C24 DECKING Il mim -2 36' etc WI CEI EX1ENSI s -, 2 36' de W/ CEILI. NS' N DROP CEILING . 7110' 0' FE 70173-117 CG\\14 NORTH WALL - UPPER LEVEL 3j SCALE 1'2"=1'0'. 3-Y' CONCRETE DECK OVER 1-1.S." CONFORM DECKING C14 JOISTS 14K3/36"etc W16x31 BEAM/ W/ L2x3x%' STITCHWELD TO BOTTOM FLANGE JOIST BEARING 7098' 4' 3.5' CONCRETE 1.5C24 DECKING 20K5 @ 36' W/ CEILING EX 7! it DROP CEILING @ 7097' 8-112 5 \ NORTH WALL - TRAM -MAIN LEVEL G3 SCALE 1/2"=1'0' BEAR 7099'6' W16x31 FE 7100'0" FF 7100'0' r 6 NORTH WALL TRAM CATWALK - MAIN LEVEL \G3_ SCALE 112"=1'0" 7 `' NORTH WALL - LOWER LEVEL G3 SCALE 1!2"=1'O'' JOIST BEARING 7116' 3' sib 20G5N4.1 GIRDER JOIST BEARING 7116' 3 24 1(9 JOISTS AT 36' de ,000001 al 160°' ETAIL 3/G3 1NG7123'5" I pai LVAVA LVA ON OFAVIrf VA I PAM Si 1 FA Fa mi ii1OLVA LVA II 16K3 7J 36'cJc 20G8N .2 1 K6 @36'c/c _ MEET!NI ROOM a RING 7123'5' DETAIL 14/G3 UPPER FLOOR FF ELEV. 7112' 3-177 IrRING 7111'9-117"- - - Pall RING 7111' 9-177 I'i7,iTii`liVA7AI►�1'��I,i►�/ �SI/r`NIIA _il�,�''li,/ DETAIL 4/G3 201(5 @36'cle 20G4N 12.4 RETAI 201(9 @,36'dc EDGE UPPER DECK FF ELEV. 7112' 1-117 6" 141(3 rj36'cic. ETAIL 13/G3 MAIN FLOOR FF ELEV. 7104'0' 18E/WING 7099'6' C14 OVER FRAMING 14K3 i36'c/c C 14 OVER FRAMING VAVAI rd 141(3 @36`cdc CARING 7099' 6' AIL 11/03 EG8N1 DETAIL 14/G3 iFF ELEV. 7095' 10' EDGE MAIN DECK BETA EDGE MAIN DECK FE ELEV. 7099' 8' 10/G3 / 20' 24 K�.t 19T3 AT E 40' DETAIL 5/G3 201(5 ;p36'c/c 2QG8N1 '.4 20K9 ' 6"cic CRAWL. SPACE (r.'. SECTION THRU RETAIL/FRAM G3 I SCALE 1 20' DETAIL 3/G3 ENG 7123'5' 27 --tri" 50' 141(3 [g36'dc DETAIL 131G3 -1!!0G8N 1; .4 141(3 @36' DETAIL 9/G3 13 9-' TRAM TERMINAL L- 1 J W16x31 DETAIL 6/G3 DETAIL 7103 3 112' DECK OVER 1 5C24 DECKING GALV. SHEET METAL EDGE DAM TOC 71171-117 ®BEAR 7111' 7-1/2" 14K3 36" WI CEILING EXTENSION 20G7N3.7 GIRDER TS 6x6x 1/4 UPPER DECK RIM G3 SCALE 1 2"=1'0" W16x31 RESTAURANT I WA FARING 7099'6' DETAIL 11/G3 IM/ 1 -AV yle I _ r I 120K5 (g136`dc 2008N 11 DETAIL 61G3 W16)/31 :FARING 7088' 8-1/7 ,A AA `I CAVERNS OPERATIC) 201(5 / 36'dc CRAWL SPACE 20G8N i.4 CEILING 7121' 3-1/7 w FF 7112.3-112" 15' AIL 14/G3 - RING 7123'5" 30 - UPPER FLOOR FF ELEV. 7112' 3-1/2' CEILING 7110' 0' 201(9' 36'dc FF 7100' 0" 0 30' RING 7111.9-1/2' 14K3 k136'c/c MAIN FLOOR FE ELEV. 710013' BEARING 7099' 6' 15' EDGE UPPER DECK FF ELEV. 7112' 1-1/7 AIL 8/G3 20G8N 1'.4 F19ARING 7099' 4' 0G8N12A 71 :y, DETAIL 10/G3 'r TAI M VAIL,►�r2119i -ems 4112,11 CEILING 7097 8-117 201(9 (g36'c/c FF 7089' 2-1/7 i W14.48 141(3 &36"cfc LOWER FLOOR FF FFV. 7089'7-1/7' BEARING 7088' 8-172' L ,/ 1l \! 11 /; 201(9 (5?,36"c/c 2 SECTION THRU STAIRS G3 SCALE 1/8" 1'0" 3-112' CONCRETE DECK 201(9 JOIST AT 36' at I.5C24 CONFORM DECK TS 6x6x1/4 TOC 7099" 10' BEARING 7099'4" 14K3 JOIST @ 36' W1 CEILING EXTENSION % 9'\ �G3� 141(3 JOIST @ 36' DECK CENTER GIRDER SCALE 1/2"=1'0" DETAIL 12/03 i420G8N1 3-112 CONCRETE DECK 201(9 JOIST AT 36' do 15/224 CONFORM DECK 4 14K3 (nl36'c/c DETAIL 9/G3 141(3 JOIST (u 36' TOC 7099' 8' i BEARING 7099'7 GALV. SHEET METAL EDGE DAM 20138N3.5 GIRDER MAIN DECK RIM G3 SCALE 1/2"=1'0" TS 6x6x1/4 008N12.4 7A? ro 17809 yWye`*'V(PAR 0g 2eW:0 krz. 0- • • • J MEMBRANE ROOF 3/4' SHEATHING 6" RIGID INSULATION DROP CEILING gs 7121' 3-1/2" 3-1/2' CONCRETE DECK 201(9 JOIST AT 36' etc 1.5C24 CONFORM DECK TOW 7126' 0' 2x14 + 2x8 STUCCO DETAIL METAL FLASHING JOIST BEARING AND et TOS 7123' 5' / 14 \ ROOF PARAPET G3 SCALE 1/2"-1'n" W14x4E TDS AND BEARING 7111'9117 W 10x30 t B F -L L-1 L—i__L-I r 7 J /1--+\ 3-112' CONCRETE DECK 201(9 JOIST AT 36' o/c 1.5C24 CONFORM DECK DROP CEILING (c. 7110' 0' 13 14K3 JOIST W/ CEILING EXTENSION UPPER/MAIN LEVEL TO DECK SCALE 1/2"=1'O TOC 7089' 2-1/2' 20K9 N% I 3-1/2' CONCRETE DECK 201(5 JOIST AT 36' etc t .5C24 CONFORM DECK 12 LOWER LEVEL G3 SCALE 1,'2"-177 L4x3x114 TO GIRDER C7x9.8 TIE W16x31 BEARING 7088' 81/7 EILING EXTENSION CURTAIN WALL SYSTEM C 1 METAL STAIR SYSTEM1 WI CONCRETE PAN 0 STAIR TO GIRDER G3„," SCALE 1/2"=1'O" CRP 09-08-02 PERFORM WALL SYSTEM FOR TRUSS JOIST TAKEOFF FOR PERM4T ISSUANCE ONLY CRP 8-01-02 CRP 06-14-02 CRP 06-10-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: TRP UFPP�, GLEGOIDD1\91 YAV �. 302 BTH ST., SUITE 325 P.Q. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 ?MINa� AY COMPANY SCALE: VARIES ENC. C. PETERSON DATE: 06-10-02 JOB NUMBER SHELI DESCRIPTION: STRUCTURAL SECTIONS 846-01 G3-4,\ MEM - !. i i i i 1- P. mim -2 36' etc WI CEI EX1ENSI FE 7100'0" FF 7100'0' r 6 NORTH WALL TRAM CATWALK - MAIN LEVEL \G3_ SCALE 112"=1'0" 7 `' NORTH WALL - LOWER LEVEL G3 SCALE 1!2"=1'O'' JOIST BEARING 7116' 3' sib 20G5N4.1 GIRDER JOIST BEARING 7116' 3 24 1(9 JOISTS AT 36' de ,000001 al 160°' ETAIL 3/G3 1NG7123'5" I pai LVAVA LVA ON OFAVIrf VA I PAM Si 1 FA Fa mi ii1OLVA LVA II 16K3 7J 36'cJc 20G8N .2 1 K6 @36'c/c _ MEET!NI ROOM a RING 7123'5' DETAIL 14/G3 UPPER FLOOR FF ELEV. 7112' 3-177 IrRING 7111'9-117"- - - Pall RING 7111' 9-177 I'i7,iTii`liVA7AI►�1'��I,i►�/ �SI/r`NIIA _il�,�''li,/ DETAIL 4/G3 201(5 @36'cle 20G4N 12.4 RETAI 201(9 @,36'dc EDGE UPPER DECK FF ELEV. 7112' 1-117 6" 141(3 rj36'cic. ETAIL 13/G3 MAIN FLOOR FF ELEV. 7104'0' 18E/WING 7099'6' C14 OVER FRAMING 14K3 i36'c/c C 14 OVER FRAMING VAVAI rd 141(3 @36`cdc CARING 7099' 6' AIL 11/03 EG8N1 DETAIL 14/G3 iFF ELEV. 7095' 10' EDGE MAIN DECK BETA EDGE MAIN DECK FE ELEV. 7099' 8' 10/G3 / 20' 24 K�.t 19T3 AT E 40' DETAIL 5/G3 201(5 ;p36'c/c 2QG8N1 '.4 20K9 ' 6"cic CRAWL. SPACE (r.'. SECTION THRU RETAIL/FRAM G3 I SCALE 1 20' DETAIL 3/G3 ENG 7123'5' 27 --tri" 50' 141(3 [g36'dc DETAIL 131G3 -1!!0G8N 1; .4 141(3 @36' DETAIL 9/G3 13 9-' TRAM TERMINAL L- 1 J W16x31 DETAIL 6/G3 DETAIL 7103 3 112' DECK OVER 1 5C24 DECKING GALV. SHEET METAL EDGE DAM TOC 71171-117 ®BEAR 7111' 7-1/2" 14K3 36" WI CEILING EXTENSION 20G7N3.7 GIRDER TS 6x6x 1/4 UPPER DECK RIM G3 SCALE 1 2"=1'0" W16x31 RESTAURANT I WA FARING 7099'6' DETAIL 11/G3 IM/ 1 -AV yle I _ r I 120K5 (g136`dc 2008N 11 DETAIL 61G3 W16)/31 :FARING 7088' 8-1/7 ,A AA `I CAVERNS OPERATIC) 201(5 / 36'dc CRAWL SPACE 20G8N i.4 CEILING 7121' 3-1/7 w FF 7112.3-112" 15' AIL 14/G3 - RING 7123'5" 30 - UPPER FLOOR FF ELEV. 7112' 3-1/2' CEILING 7110' 0' 201(9' 36'dc FF 7100' 0" 0 30' RING 7111.9-1/2' 14K3 k136'c/c MAIN FLOOR FE ELEV. 710013' BEARING 7099' 6' 15' EDGE UPPER DECK FF ELEV. 7112' 1-1/7 AIL 8/G3 20G8N 1'.4 F19ARING 7099' 4' 0G8N12A 71 :y, DETAIL 10/G3 'r TAI M VAIL,►�r2119i -ems 4112,11 CEILING 7097 8-117 201(9 (g36'c/c FF 7089' 2-1/7 i W14.48 141(3 &36"cfc LOWER FLOOR FF FFV. 7089'7-1/7' BEARING 7088' 8-172' L ,/ 1l \! 11 /; 201(9 (5?,36"c/c 2 SECTION THRU STAIRS G3 SCALE 1/8" 1'0" 3-112' CONCRETE DECK 201(9 JOIST AT 36' at I.5C24 CONFORM DECK TS 6x6x1/4 TOC 7099" 10' BEARING 7099'4" 14K3 JOIST @ 36' W1 CEILING EXTENSION % 9'\ �G3� 141(3 JOIST @ 36' DECK CENTER GIRDER SCALE 1/2"=1'0" DETAIL 12/03 i420G8N1 3-112 CONCRETE DECK 201(9 JOIST AT 36' do 15/224 CONFORM DECK 4 14K3 (nl36'c/c DETAIL 9/G3 141(3 JOIST (u 36' TOC 7099' 8' i BEARING 7099'7 GALV. SHEET METAL EDGE DAM 20138N3.5 GIRDER MAIN DECK RIM G3 SCALE 1/2"=1'0" TS 6x6x1/4 008N12.4 7A? ro 17809 yWye`*'V(PAR 0g 2eW:0 krz. 0- • • • J MEMBRANE ROOF 3/4' SHEATHING 6" RIGID INSULATION DROP CEILING gs 7121' 3-1/2" 3-1/2' CONCRETE DECK 201(9 JOIST AT 36' etc 1.5C24 CONFORM DECK TOW 7126' 0' 2x14 + 2x8 STUCCO DETAIL METAL FLASHING JOIST BEARING AND et TOS 7123' 5' / 14 \ ROOF PARAPET G3 SCALE 1/2"-1'n" W14x4E TDS AND BEARING 7111'9117 W 10x30 t B F -L L-1 L—i__L-I r 7 J /1--+\ 3-112' CONCRETE DECK 201(9 JOIST AT 36' o/c 1.5C24 CONFORM DECK DROP CEILING (c. 7110' 0' 13 14K3 JOIST W/ CEILING EXTENSION UPPER/MAIN LEVEL TO DECK SCALE 1/2"=1'O TOC 7089' 2-1/2' 20K9 N% I 3-1/2' CONCRETE DECK 201(5 JOIST AT 36' etc t .5C24 CONFORM DECK 12 LOWER LEVEL G3 SCALE 1,'2"-177 L4x3x114 TO GIRDER C7x9.8 TIE W16x31 BEARING 7088' 81/7 EILING EXTENSION CURTAIN WALL SYSTEM C 1 METAL STAIR SYSTEM1 WI CONCRETE PAN 0 STAIR TO GIRDER G3„," SCALE 1/2"=1'O" CRP 09-08-02 PERFORM WALL SYSTEM FOR TRUSS JOIST TAKEOFF FOR PERM4T ISSUANCE ONLY CRP 8-01-02 CRP 06-14-02 CRP 06-10-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: TRP UFPP�, GLEGOIDD1\91 YAV �. 302 BTH ST., SUITE 325 P.Q. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 ?MINa� AY COMPANY SCALE: VARIES ENC. C. PETERSON DATE: 06-10-02 JOB NUMBER SHELI DESCRIPTION: STRUCTURAL SECTIONS 846-01 G3-4,\ NOTE. 1. GIRDER BEARING DEPTH ASSUMED TO BE 8" ADJUST IF NEEDED 0 14• BEAM BEARING 7098'5-w BEAM SEARING - 70971 SEAM BEARING 7098' 5-314- V, 17 14•4;17 78 GIRDER BEARING ,9.144,' rtZ Mr, 72 .U" 5 11 20G5N12.4 FOS 7097 2-117) J GIRDER BEARING / roar i -1,E 1?1ST BEA 4 GIRDER BEARING Tc6.41.148" BEL TS6 *117 AB0%, -=rs 2_5VS8 01ST W BE; Ax4x3+" VAY FOUNDATION 44443$5 ),II3GEP 144{3 LO15T (17) AT3rdo 4"-8` GIRl' R BEARING UR ` BEARING 7098° 4' 4.. DECO 7100' .. LIST BEA=;I"'N:,'AA ABOVE TOC "7099' JOIST BEAMING 70914' 20u8N7.0 (lOS 7099 4•) TOC 701 JOIST B 20G8N7 7(1' (RING ('FOS 7 44 ABM': GIRL TSCA � -`R 3EARPNG 7098 7x,.B BEL M BEARINc TB646xI-1 4. 4.1 GI RDER,IBEARING J- 7098 1 PEN TGC 7 JOIST 20G RING CLOS710971 '099 2• 70C '. 206` 9143.. ,FOS 7 4. "'2•> GIRDER BEARING 7098'8 TS6x64114• BELOW GIRDER BEARING 7098" • T5646x114• BELOW 27'6- GIRDER BEARING r09E° 8' TSBxRia 1 4' BELOW 1 MAIN FLOOR PLAN 1 / SCALE 14r= c' GIRDER BEARING 7098' 9" T58.64I.4" BELOW 0 FLOOR SYSTEM 1.5024 CONFORM DECKING 364 TYPE 70 518" PUDDLE WELDS 1.5 TOTAL SLAB DEPTH DESIGN LOADINGS (PSF) LIVE LOAD ROOF - 55 (SNOW) UPPER AND MAIN - 100 LOWER - 50 DEAD LOAD ROOF - 15 DECKS - 54 INTERIOR - 66 TERMINAL AREA - 54 679 a8 () GIRDER SEARING 70882-I _' TS6xfx378 BELOW TSfix8x114 o 75 r TOC. VGiti ' 2 i'2" _ ! FAR" ",;" 20F 1 JOIST . WAST x.-71_. BF ---4 GIRDER TS6 6 33 3EAPI.N BEI Ow _,. AT NE 01c -100 II' -T BEA :,SN12.4 RING 709(75 "7'0S709B'6.1 T.�L JOIoT 2005N1;• ;al . - G1F TSI- I_: i TOC JOIE" 2059412-4ITU57C` rIo0'.L^' BEARING 70' -' T56�a114 AR301'E 064 - r' - .: ?10[70" 7 BEAR 6412.41 70994r 4 7099' 5") Ppg9' 2-' BEA1 ` . _ r It2" -- rt* 84117) GIRDER BARING TS6x44318• BE TS6x$x117A33VE 7099 _OW' 0 f J 1-117 1 GWIDL rSBi6x : TS6a&1 1 ; -7W: 1, E. I'1 G T:= TT;' .: 3EARiP4G 7119940"y ,:6" BEI OW ' .7 ABOVEl A {a, 1 7�YDEP ' 6. 5x- '. ,:. 0 20K"i 3 - -.+• AT :,. ,i 4D I valeta TOS 7399'8" 7 9 0..2) 20109 JQS77 TDC J4*ST AT5e 7 hi9' B IMO WALL 71. . 4' 4.. DECO 7100' .. LIST BEA=;I"'N:,'AA ABOVE TOC "7099' JOIST BEAMING 70914' 20u8N7.0 (lOS 7099 4•) TOC 701 JOIST B 20G8N7 7(1' (RING ('FOS 7 44 ABM': GIRL TSCA � -`R 3EARPNG 7098 7x,.B BEL M BEARINc TB646xI-1 4. 4.1 GI RDER,IBEARING J- 7098 1 PEN TGC 7 JOIST 20G RING CLOS710971 '099 2• 70C '. 206` 9143.. ,FOS 7 4. "'2•> GIRDER BEARING 7098'8 TS6x64114• BELOW GIRDER BEARING 7098" • T5646x114• BELOW 27'6- GIRDER BEARING r09E° 8' TSBxRia 1 4' BELOW 1 MAIN FLOOR PLAN 1 / SCALE 14r= c' GIRDER BEARING 7098' 9" T58.64I.4" BELOW 0 FLOOR SYSTEM 1.5024 CONFORM DECKING 364 TYPE 70 518" PUDDLE WELDS 1.5 TOTAL SLAB DEPTH DESIGN LOADINGS (PSF) LIVE LOAD ROOF - 55 (SNOW) UPPER AND MAIN - 100 LOWER - 50 DEAD LOAD ROOF - 15 DECKS - 54 INTERIOR - 66 TERMINAL AREA - 54 679 a8 () GIRDER SEARING 70882-I _' TS6xfx378 BELOW TSfix8x114 o 75 r TOC. VGiti ' 2 i'2" _ ! FAR" ",;" CiC . JOIST BEARING a G8d' 8-liT b b LOWER FLOOR PLAN G J SCALE 1'ir-1'0" is- ----Hougland & Ass This plan has been review • • Date: -0 7-19'C The plan is accepted and ars to comply with the requirements of: ,77U FOR PERMIT ISSUANCE ONLY CRP 06-10-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: � 'WAY VIPER TERWJ A , GLENWCXM TRAMWAY COMPANY 133 M WY" ENQINEERflN09 LTD. 302 8TH ST.. SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 1/8"=1 '0" ENG. C. PETERSON DATE: 06-10-02 JOB NUMBER SHEET DESCRIPTION: MAIN AND LOWER FLOOR FRAMING PLAN 846—a1 (�I 20F 1 JOIST . ---4 GIRDER TS6 6 33 3EAPI.N BEI Ow _,. AT NE 01c GIRDER BEARING 70862-17F TS$ xiVBl OW G1F TSI- I_: i T56�a114 AR301'E 064 - r' p.1)2- NG 70E1_ .: '... :=: 108 ' 8-177"1 TOC 1015" 20G34? Ppg9' 2-' BEA1 ` . _ r It2" -- rt* 84117) '085' T BEA.; 14G 7088' '48.7 ler 7088' 8.142 1-117 1 FLOOR SYSTEM 1.5024 CONFORM DECKING 1&4 TYPE 20 516. KIDDIE WEBS 5.5 TOTAL SLAB DEPTH I'1 35 A {a, 1 ',5 7 9) 20K"i - -.+• AT :,. CiC . JOIST BEARING a G8d' 8-liT b b LOWER FLOOR PLAN G J SCALE 1'ir-1'0" is- ----Hougland & Ass This plan has been review • • Date: -0 7-19'C The plan is accepted and ars to comply with the requirements of: ,77U FOR PERMIT ISSUANCE ONLY CRP 06-10-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: � 'WAY VIPER TERWJ A , GLENWCXM TRAMWAY COMPANY 133 M WY" ENQINEERflN09 LTD. 302 8TH ST.. SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 1/8"=1 '0" ENG. C. PETERSON DATE: 06-10-02 JOB NUMBER SHEET DESCRIPTION: MAIN AND LOWER FLOOR FRAMING PLAN 846—a1 (�I 14' NOTE 1. DESIGN JOISTS AND BRIDGING FOR NET UPLIFT Of 20 PSF. 2 GIRDER BEARING DEPTH ASSUMED TO BE 6" ADJUST IF NEEDED 2.8 Er 94. flhJ ;14,,L9 1ST AT 36 c PCd",,E HEi2"1:!" i . GIRDER BEARING _ 1177 11 - - b JOIS &EARN \ /7 t t.' 0\1 ' c ibi,‘ —7- V 0 )1e 5 ‘ C') . b 6° 16 .1 di, ri, 1ST ;271. ..," / / .„--- / ,,,-- / / CARDER BEARING 712, --- 11' ..," JOIST43EA ...---" NCI G 7123'1" I Is.31.9ton Lt)Q1K fcrdrainage. DE>IBA_FliNG -7"1" 7" ..."--.. rxeSS +.3R \ \, DER ELIA' 7127 \ RING\ r 5 :IRA/ . . -- \ \ \ 7 / / 20G7NE. 2 c•A (4 0) 1 / / / / 16-,Yr:IST (271 \ / , F ) _0_ jOIST SEA iNGr127 5' ei ECK ABOVE 0 ft 27 OPEN DECK BELOW It r-1 ROOF FRAMING PLAN G2 SCALE 1 18-=1'0" 1 ROOF DECK SYSTEM DECKING SIFPORT 260 #12 TEK SCREWS SIDELAP 12? #10 TEK SCREWS 7 INSULATION PANELS DESIGN LOADINGS (PSF) LIVE LOAD ROOF -55 (SNOW) UPPER AND MAIN - 100 LOWER -50 DEAD LOAD ROOF - 15 DECKS - 54 INTERIOR - 66 TERMINAL AREA -54 2.8 JOIST +AMC, 7111'1;0./7 5.1 TISFARThiG?1l1.1 0 TRAMWAY BELOW JOIST BEARI 711 5, GIRDER BEAR IN.., 71271 " 0 0 0.5 ( E F GIPDEP SEF4A 71 ,7 11" 71 1 201(5 JOIST 36" clt Ti ARIANS 422' 1'' GIRDER BEARING 7122' 11" 1(771123-117t ST RING 7111' 9-1,17 12. (TOS 7111 3-1/2" 204,N 12,4 2047N12.4 (P.2 70C1112'3- r.ti JOIZT BEA • TOC 7173.1A .-a- i'il ApIST '36" Lic TOC 71 1-117 JOIST BEARING 711 r 7-1)2" 2008N3.5 UPPER FRAMING PLAN SCALE 1/8"1D 0_ TOC 7117 1-117 JOIST BEARING 7111' 7-1/2' 20GBN3-5 OPEN DECK BELOW II TOC 7117 -1)7 JOIST BEARING 7111' 7-1i7 20G8N3.5 FLOOR SYSTEM I 5O24 CONFORM DECKING 36i4 TYPE 20 SIB" PUDDLE WELDS 35 TOTAL SLAB DEPTH —Hougiand & Associa This plan has been reviewed)* 7,01— The pion is accepted and a.p ars to compty with the requirements of: r17,0 c- ,fC. Ceie7 oivare op co et fe.occw-7- Ti U-9* (t Pc.„0. 0 .. . • 0.-* ***0 F C COL „4' FOR PERMIT ISSUANCE ONLY CRP 06-10-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: -WAY UPP3R 112IENMJ GLENWOOD TRAMWAY COMPANY Wr .cY ENQINEEMIKI89 LTD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE 1/8"--1'0" ENG. C. PETERSON DATE: 06-10-02 JOB NUMBER SHEET DESCRIPTION: UPPER FLOOR AND ROOF FRAMING PLAN 846-01 G2 REP 7129'7 TS6x6x1/14 POST TYPICAL EXTERIOR WALL 10" INSULATED CONCRETE FORM SYSTEM BY THERMOFORMED COMPOSITION, 7 FOAM, 6- CONCRETE 2' FOAM REINFORCEMENT VERTICAL 45 CO 24" c/o HORL7 1'2). CS -L. 413" c.1c AND UNDER ALL BEARING r3rii4Ts, AND OVER ALL OPENINGS GALL. SHEET METAL EDGE DAM (C 7 3 TRAM/ROOF CONNECTION \,93,,/ SCALE 1/2-=1'0'" 10" ICF BEAR 7111' 9-112' BEARING ANGLE IT 7017 3-117 (1" 4 G3 NORTH WALL - UPPER LEVEL SCALE 1/2=1'O' CONCRL IL DECK 4-172' 703 -VT 14.114 JOISTS FF AT WALL 7099 /1-1/4' 3_5' CONCRETE 1.5C24 "_"'" 5 3 DROP CEILING („. 7097' 8-1/2" NORTH WALL - TRAM -MAIN LEVEL SCALE 1 /2"=-1'0" CONCRETE DECK 3.5-2.5 DE,1,11-1 EMBED BEARING ANGLE TOS 70912 ii 00SE OUTRK;GER AT 36' cc BEAR J/12x26 201(1. WI CEILING EXTE- FF FF 7100" Cr (5 / 6 ' NORTH WALL TRAM CATWALK - MAIN LEVEL \. G3 SCALE 112"-=-1,0" BEAR 7088' 8- EmSED SEARING A NGLF (E) (7\\ NORTH WALL - LOWER LEVEL G3/ SCALE 1i2"=-1'0" FE 7089' 2-1/7 AIL 3/G3 -\'11,'411111KOMISEINECIPALIFF' (T) 12C 140 FR MG 7123' 5" -44,11FAWIPMFALV VAN' '114VAVAINFAVAVAVA 16X5 0-136"cie / i5RING 7123'5' v -t1) V or - .L1 14/G3 'PER FLOOR FF ELEV T112'3-172' V V VAN kVA VP P". MG • '1,114.3 A VAVAVA 4ik marA*A. Ii !IF * r.ETAIL 13/03 MAIN FLOOR FFELEV 71009' /EDGE UPPER DECK FE ELEV. 7112" 1-117 ?1).G8N1- 4 DETAIL 14/G3 EDGE MAIN DECK FF ELEV 7099' 10* ' T kyAvavAvAyAyAvj p p rAit rA Av vAig FAvA P P "WARIFAIMMA, --"11102:11FAINFAVAII2101F -1410511WAVAIWAINAYAVAMSI; 14KJ 20G8N1 1410 13/03 DETAIL 9/03 20'-6" 40'-? 13'-3' G3 SECTION THRU RETAIL/TRAM SCALE 113' DETAIL 3/03 EL 27' 71" DETAIL 1131*36 13%11 3" 16 "Niter AVAVALVAlITAVALVA" VAVAYAVAIr VAVAIFAWAINIL L.EILING 7 121' . TE OFFICES TRAM TERMINAL W 12 x26 UPPER DECK RIM 3 SCALE 1(2-.1'0" LOO 8E OLITRIGG1 2.5V 36' DCAPING 71119-11? ALL 14/03 14103 123'5' RIPPER FLOOR rFFEL_ ,E1/.71711713-1, 9-1171fi:_, It . RING AVAVAVAVA tir AIL VG.) 2" EDGE UPPER DECK FE ELEV . 71121-17? AIL 81G3 1AIN FLOOR FF aEV. 7100t - 20G8N FF 7100' 0" 701.:41-J' 7130 7125 7120 7115 7110 7105 EDGE MAN DECK EF ELEV 7099' 8' 10/G3 N -12A DETAIL 10/G3 DETAIL 43G8N12.4 ..4:36"cic CAVERNS °PEW. - • OWER FLOOR ,.'="F ELEV. 7089' 2-1/7' NG 7088' 8-1,•:( 20K5 it#3.6"cat. CRAWL SPACE -AIL 12703 -14 ne-s*,:,tatt (–i\\ SECTION THRU STAIRS \ G3 I SCALE 1"8",--1'0" 3-117 CONCRETE DECK 201(9 JOIST AT 16- CONFQRM DECK / TS Bx6x1,14 TOC 7099 ur BEARING /Mgr 141(3 JOIST @ 36- W/ CEILING D1TENS1C4N () 9") DECK CENTER GIRDER G3 SCALE I 2"---.17 3-172" CONCRETE DECK 201<5.101ST AT 36cJr. 1.6C24 CONFORM DECK TOO 7999' FY 7 - BEARING 709g" 7 G /711\ MAIN DECK RIM G3,/,/ SCALE 1/2"- VO" GALV. SHEET METAL EDGE DAM 20GBIA3.5 GIRDER TS 6x6x1/4 7100 7095 7090 7085 7080 7130 7125 7120 7115 7110 7105 7100 7095 7090 7085 7080 • FF 7112' 3-1/2" • FT 7100' 0 - FF 7089' 2-1/2" • • FF 7112' 3-1/2" FE 7100' 0" - EF 7089' 2-1/2" MEMBRANE ROOF 314' SHEATHING 4' RIGID INSULATION BEARING ANGLE ENSEEs—, ROP CEILING @ 7121' 3-1r2- 3-1/7 CONCRETE DEO( 201(9 JOIST AT 36" dc 1 5C24 CONFORM DECK 7,/,' 708-0" 2)(14 2x6 STUCCO DETAIL METAL FLASHING ARING 7123'5' ( 1:3 ) ROOF PARAPET SCALE 1i2"---1'0" BEARING ANISZI F EMBED BEARING 7111191)7 AND /CZ' 6' T1 C-4 1-1 flD r1 r /-1 F-4 ,1--\ r ff r\, i'..,7 -11d/.• A. 71 IL,' L.." AND 7097' 8-117 (s G3 13 E fl J—t 141(3 JOIST @7 36" WI CEILING ECTENSION UPPER/MAIN LEVEL TO DECK SCALE 1P2',---1`0" BEARING ANGLE EMBED SEARING 7088* 81/7 -1\ 3-112' CONCRETE DECK 201(9 JOIST AT :36' c/c 1.5C24 '-Okr-OFSNS CF'C . TOC 70119' 2-1?2" 1 3.5" CONCRETE I 5C24 DECKING - 7 1-1 I-1 7-1 1-1 1-1 7-1 WI CEILING ExTE • - -- ----,_ ---, DROP CEILING @, 71000" IT 7017 3-117 (1" 4 G3 NORTH WALL - UPPER LEVEL SCALE 1/2=1'O' CONCRL IL DECK 4-172' 703 -VT 14.114 JOISTS FF AT WALL 7099 /1-1/4' 3_5' CONCRETE 1.5C24 "_"'" 5 3 DROP CEILING („. 7097' 8-1/2" NORTH WALL - TRAM -MAIN LEVEL SCALE 1 /2"=-1'0" CONCRETE DECK 3.5-2.5 DE,1,11-1 EMBED BEARING ANGLE TOS 70912 ii 00SE OUTRK;GER AT 36' cc BEAR J/12x26 201(1. WI CEILING EXTE- FF FF 7100" Cr (5 / 6 ' NORTH WALL TRAM CATWALK - MAIN LEVEL \. G3 SCALE 112"-=-1,0" BEAR 7088' 8- EmSED SEARING A NGLF (E) (7\\ NORTH WALL - LOWER LEVEL G3/ SCALE 1i2"=-1'0" FE 7089' 2-1/7 AIL 3/G3 -\'11,'411111KOMISEINECIPALIFF' (T) 12C 140 FR MG 7123' 5" -44,11FAWIPMFALV VAN' '114VAVAINFAVAVAVA 16X5 0-136"cie / i5RING 7123'5' v -t1) V or - .L1 14/G3 'PER FLOOR FF ELEV T112'3-172' V V VAN kVA VP P". MG • '1,114.3 A VAVAVA 4ik marA*A. Ii !IF * r.ETAIL 13/03 MAIN FLOOR FFELEV 71009' /EDGE UPPER DECK FE ELEV. 7112" 1-117 ?1).G8N1- 4 DETAIL 14/G3 EDGE MAIN DECK FF ELEV 7099' 10* ' T kyAvavAvAyAyAvj p p rAit rA Av vAig FAvA P P "WARIFAIMMA, --"11102:11FAINFAVAII2101F -1410511WAVAIWAINAYAVAMSI; 14KJ 20G8N1 1410 13/03 DETAIL 9/03 20'-6" 40'-? 13'-3' G3 SECTION THRU RETAIL/TRAM SCALE 113' DETAIL 3/03 EL 27' 71" DETAIL 1131*36 13%11 3" 16 "Niter AVAVALVAlITAVALVA" VAVAYAVAIr VAVAIFAWAINIL L.EILING 7 121' . TE OFFICES TRAM TERMINAL W 12 x26 UPPER DECK RIM 3 SCALE 1(2-.1'0" LOO 8E OLITRIGG1 2.5V 36' DCAPING 71119-11? ALL 14/03 14103 123'5' RIPPER FLOOR rFFEL_ ,E1/.71711713-1, 9-1171fi:_, It . RING AVAVAVAVA tir AIL VG.) 2" EDGE UPPER DECK FE ELEV . 71121-17? AIL 81G3 1AIN FLOOR FF aEV. 7100t - 20G8N FF 7100' 0" 701.:41-J' 7130 7125 7120 7115 7110 7105 EDGE MAN DECK EF ELEV 7099' 8' 10/G3 N -12A DETAIL 10/G3 DETAIL 43G8N12.4 ..4:36"cic CAVERNS °PEW. - • OWER FLOOR ,.'="F ELEV. 7089' 2-1/7' NG 7088' 8-1,•:( 20K5 it#3.6"cat. CRAWL SPACE -AIL 12703 -14 ne-s*,:,tatt (–i\\ SECTION THRU STAIRS \ G3 I SCALE 1"8",--1'0" 3-117 CONCRETE DECK 201(9 JOIST AT 16- CONFQRM DECK / TS Bx6x1,14 TOC 7099 ur BEARING /Mgr 141(3 JOIST @ 36- W/ CEILING D1TENS1C4N () 9") DECK CENTER GIRDER G3 SCALE I 2"---.17 3-172" CONCRETE DECK 201<5.101ST AT 36cJr. 1.6C24 CONFORM DECK TOO 7999' FY 7 - BEARING 709g" 7 G /711\ MAIN DECK RIM G3,/,/ SCALE 1/2"- VO" GALV. SHEET METAL EDGE DAM 20GBIA3.5 GIRDER TS 6x6x1/4 7100 7095 7090 7085 7080 7130 7125 7120 7115 7110 7105 7100 7095 7090 7085 7080 • FF 7112' 3-1/2" • FT 7100' 0 - FF 7089' 2-1/2" • • FF 7112' 3-1/2" FE 7100' 0" - EF 7089' 2-1/2" MEMBRANE ROOF 314' SHEATHING 4' RIGID INSULATION BEARING ANGLE ENSEEs—, ROP CEILING @ 7121' 3-1r2- 3-1/7 CONCRETE DEO( 201(9 JOIST AT 36" dc 1 5C24 CONFORM DECK 7,/,' 708-0" 2)(14 2x6 STUCCO DETAIL METAL FLASHING ARING 7123'5' ( 1:3 ) ROOF PARAPET SCALE 1i2"---1'0" BEARING ANISZI F EMBED BEARING 7111191)7 AND /CZ' 6' T1 C-4 1-1 flD r1 r /-1 F-4 ,1--\ r ff r\, i'..,7 -11d/.• A. 71 IL,' L.." AND 7097' 8-117 (s G3 13 E fl J—t 141(3 JOIST @7 36" WI CEILING ECTENSION UPPER/MAIN LEVEL TO DECK SCALE 1P2',---1`0" BEARING ANGLE EMBED SEARING 7088* 81/7 -1\ 3-112' CONCRETE DECK 201(9 JOIST AT :36' c/c 1.5C24 '-Okr-OFSNS CF'C . TOC 70119' 2-1?2" - 7 rt ni, n. m TA r .r-1 '12 's\ LOWER LEVEL G3 SCALE 12`,,1-0" L44.3x1/4 TO GIRDER 3-112" CONCRETE DEO( 201<5 JOIST AT (777, 1.5c ',l/NF' 3ECK C 7 x9. 6 TIE D F1. F-4 r—t F-1 r—t 5 IE 36" di:. CEILING EtTENS1c., —Hougland & Associate This plan has been reviewed 0 t The plan Is accepted and appearr/s?!,,,- Deis: comply with the requirements of: .6"-s- //aF' elm etre ef70,- gRed METAL STAIR SYSTEM W1 CONCRETE PAN STAIR TO GIRDER SCALE 1r7, -.1n" Ce.• 11. 0 P,s, • (:) **** 0,00' 40 OF ''.494/Poroom; vo,10. FOR PERMIT ISSUANCE ONLY CRP 06-10-02 REV DESCRIPTION BY DATE PROJECT NAME: CLJENT: -WAY UPPER GIENWOCD '11\ENAL \\ AY CO \ PANY if)) RiA1 W7 ENGUNIEERON,29 TO 302 8TH ST., SUITE 325 P.0 -BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 • SCALE: VARIES ENG. C_ PETERSON DATE: 06-10-02 JOB NUMBER SHEET DESCRIPTION: STRUCTURAL SECTIONS 846-01 03 GIRDER BEARING 7oeE t-11r� GIRDER BEARING 7199' 0'—' GIRDER BEARN 4; 70862-112-- GiRLE P. SEARING 7127 r TS6�Iv�1.4 7125 5' T5Ekfalu ma, 20G GIRDER REARING 7099' =i EARIHIC 7099' Cr PRIMARY BEAM LINE G4 / SCALE 1/8'=1'0" i _-I I T 1 1 CEIUNG 7121' 3-1r2- • 1J2 2OK9 3E' do -..F.4 CEILING 5057' 8-47 112 2, .1 I "--GIRDER BEARING 70915 0' 7130 7125 7120 7115 7110 7105 7100 7095 7090 7085 7080 7075 7070 7130 7125 7120 7115 7110 7105 7100 • FF 7112' 3-1/2' FF 7100' 0" • FF 7089 2-1/2 i FF 7112` 3-1/2" • FF 7100' 0' j7 2 ; ELEVATION THRU TRUSSES G4 f SCALE 1.i& 11 . 7095 7090 7085 7080 7075 7070 • FF 7089' 2-1/2" ---- H o u g l a n d 8 Associates `hos plan has been reviewed Dom: 7-21-o The pion Is accepted and appears to comply with the requirements of: t 9 7U6G A REV. FOR PERMIT ISSUANCE ONLY DESCRIPTION CRP 06--1®-02 DATE PROJECT NAME: CLIENT: TRAMWAY AY CON iirANY rzr ig)\iA" '/&7 U C IMOONEEHOR969 LTD. 302 8TH ST.. SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: VARIES ENG. C. PETERSON DATE: 06-10-02 JOB NUMBER SHEET DESCRIPTION: STRUCTURAL ELEVATION 846-01 04 WAN PraWIPA IM kw" — UPPER LEVEL � n n r, e -z (-1.1-, r-, r n •-•-• a /1--1 r r e, r, r, r, r-11 r� rZ MAIN LEVEL L43L3x 114X CONT. TO GIRDER FOR TIF TO STRINGER J 11 RISER 0 6. 146 = 6' 1-3!4' 10 RUt4S @ 11.0' = y 2' 4 t. r'r L 7 e -, r ur-. 11 RISER 0 6.146 = IF 1-314- 10 RUMS 11.0• = 9' 2- nr^snn e--rnnne-�r-rrs.�r-i UPPER LANDING 7106' 1.314- EVEL 7110' LT rze—r�rznn nn nn nn n r-., r.rnr-ie--.n r,nrn r LOWER LEVEL 2tK GIRDER \AAAAPs, LOVr'ER LANDING 71 BRISER@6.816 7 RUNS Le4 11 "" = 6 5' 1--irir-�rzr-i SHARON COMPANIES RAILING VALUE LINE RAIL STYLE WALL RAIL FIELD POURED CONCRETE TREADS STAIRWELL SECTION 6'5 SCALE 1,4•-1W 114• PLATE SFR LANDING 1e4- PLATE STRINGER r 11' 2 ``STAIRWELL PLAN G5 , SCALE 1/4'-1ro• PL. 1,2.11:11. RI SPLICE PLATE WI (4) 3M'0 M BOLTS AT 7-1.4" GA !-112 C, C1AR.7^ 1 (1 AL) 314• STABILLt PLATE THICKNESS PER GIRDER GAP (---3-N\ TYPICAL GIRDER CONNECTION G5 • SCALE 1'2'=1.1Y Hougland & Associat This plan has been reviewed by/ cam: 7-2 7 07- The 7-.The plan is accepted and appears to comply with the requirements of: ► r. A " 1 FOR PERMIT ISSUANCE ONLY REV. DESCRIPTION CRP BY 6-10-07 DATE PROJECT NAME: CLIENT: AY -33i GLENWOOD _ r, 4 IN -1 AY COMPANY J� HUVU V1J A U C M ONE G O C 9 LLD. 302 8TH ST.. SUITE 325 P.Q. BOX 160 GLENWOOD SPRINGS, COLORADO 81 602 (970) 945-2236 FAX 945-2977 SCALE: VAI RES ENG. C. PETERSON DATE: 06-10-02 JOB NUMBER SHEET DESCRIPTION: STRUCTURAL DETAILS 846-01 G5 �: io 747'410' PAD WI (3) 44EW TOF 7081.4 r t'•Ek x10'PAO YVIR3! N4 EW TOF 7084.2 TRAMWAY FOUN IA BY LIFT SUPPLER 747"4 10" PAD WI (3)N4 EW FinTOF 7085. -r 46-446'x18' PAD Wf(5)46FIN TF 7082.5 WAD i ( 3.0*6 Eb$ W! (3 )116 TOF 70814' TOF 7079' 36'x3'8'x PAD W/ (5)4.5 TOF 707& TOF 7076' ( 211L70T41r PAD WI (3) 44 EW TOF 7077.3' 16 TOF 7083` TOE 7067' 5tl`x5V"420"fAD W/ (7) 05 EW TOF 7082.7 301131X4 13" PAD WI 44)16 EW TOF 70808' i L` 'OF ; NI" 50h50" + 'AD WI (7148 EW TOF 7087 0' 30'43T,1'5+13' PAD 174s1)45EA TSIF ?0640 7051-. 36431fi'416' PAD I WI(5)4'SEW TOE 7092.9' -.1 456'420' PAD I (4)N8EW -OF 7096.0 0 EXISTING FRAME IWWIt_ IDG TO BE REMOVED 213'4 W/ 13)+44 1 TOF 7088.' FOUNDATION PLAN G6 SCALE 14? -1`0" (2)454'dc THERMOFORMED ICE 2' FOAM. 6' CONCRETE_ 2" FORM VERT *4 @ 24' at IN CONCRETE CORES 24"x10 FOOTER W/ HORZ. (3)-854;ONT. VERT. 44 410 24` do EXTEND 18' Nit) FORM AT CONCRETE CORES r 1r, /THERNIOFORAIED ICF T FOAM. 8' CONCRETE 2' FORM VERT. 44 4g 24' do N CONCRETE CORES 4 TYP. GRID 0 AND 8 FOUNDATION WALLS f 3.1 GRID C AND E FOUNDATION WALLS G6 SCALE 12"=1'O' THERMOFORMED (CF 2" FOAM, 6` CONCRETE. 2' FORM VERT. 114 43 24' L:c IN CONCRETE CORE T$Bx6x3f$ 5'x18' WALL PAD W/ HORZ (5HIS CONT. VERT. 440 24' do EXTEND 18' INTO FORM AT CONCRETE CORES COLUMN SUPPORT D-0 G6 SCALE 11T-113' NOTE: ALL FOUNDATIONS TO REST ON MASSIVE LIMESTONE FORMATION. FOUNDATION WILL NOT BE BELOW FROST LINE ( 5 G6 SCALE 1t2'r1',Y TYPICAL END CONNECTION Pt. 3/4' x12"417' WI (4) 3/4' xt7 BOLTS EXPOSE 4` - GAGE 7-I!2" SET ON 314' LEVELING BOLTS GROUT AFTER PLACEMENT ALL PADS THICKER THAN 17 TO HAVE TOP LAYER OF REINFORMENT WI *4 12'cIcEACH WAY 5I't50-x18' PAD W/ (6) 46 EW T4'xT4'x24 PAD WI Ma EW , W lis) TOF 7083.2 ' T+ 8T7x8'0'x28" PAD r8'x28` PAD W/ (9) 48 FIN N8 EW TOF 70852 7085.7 TOF 7074.0" �1 A. -r • a...it!" I - -4 L. . 2 ()F 4.0 2'x2'414" PAD mu r3} 44 EN TOF8085-T s1;1 --, POI IN I (M1 TOF 7079' 36'x3'8'x PAD W/ (5)4.5 TOF 707& TOF 7076' ( 211L70T41r PAD WI (3) 44 EW TOF 7077.3' 16 TOF 7083` TOE 7067' 5tl`x5V"420"fAD W/ (7) 05 EW TOF 7082.7 301131X4 13" PAD WI 44)16 EW TOF 70808' i L` 'OF ; NI" 50h50" + 'AD WI (7148 EW TOF 7087 0' 30'43T,1'5+13' PAD 174s1)45EA TSIF ?0640 7051-. 36431fi'416' PAD I WI(5)4'SEW TOE 7092.9' -.1 456'420' PAD I (4)N8EW -OF 7096.0 0 EXISTING FRAME IWWIt_ IDG TO BE REMOVED 213'4 W/ 13)+44 1 TOF 7088.' FOUNDATION PLAN G6 SCALE 14? -1`0" (2)454'dc THERMOFORMED ICE 2' FOAM. 6' CONCRETE_ 2" FORM VERT *4 @ 24' at IN CONCRETE CORES 24"x10 FOOTER W/ HORZ. (3)-854;ONT. VERT. 44 410 24` do EXTEND 18' Nit) FORM AT CONCRETE CORES r 1r, /THERNIOFORAIED ICF T FOAM. 8' CONCRETE 2' FORM VERT. 44 4g 24' do N CONCRETE CORES 4 TYP. GRID 0 AND 8 FOUNDATION WALLS f 3.1 GRID C AND E FOUNDATION WALLS G6 SCALE 12"=1'O' THERMOFORMED (CF 2" FOAM, 6` CONCRETE. 2' FORM VERT. 114 43 24' L:c IN CONCRETE CORE T$Bx6x3f$ 5'x18' WALL PAD W/ HORZ (5HIS CONT. VERT. 440 24' do EXTEND 18' INTO FORM AT CONCRETE CORES COLUMN SUPPORT D-0 G6 SCALE 11T-113' NOTE: ALL FOUNDATIONS TO REST ON MASSIVE LIMESTONE FORMATION. FOUNDATION WILL NOT BE BELOW FROST LINE ( 5 G6 SCALE 1t2'r1',Y TYPICAL END CONNECTION Pt. 3/4' x12"417' WI (4) 3/4' xt7 BOLTS EXPOSE 4` - GAGE 7-I!2" SET ON 314' LEVELING BOLTS GROUT AFTER PLACEMENT ALL PADS THICKER THAN 17 TO HAVE TOP LAYER OF REINFORMENT WI *4 12'cIcEACH WAY ISOLAI u.) PADS SEE FOUNDATION PLAN FOR SI= AND REINFORCEMENT TYP. NORTH/SOUTH FOUNDATION WALLS SCALE 1t2•=i1) H©ugland & Ass Th plan has been reviev Data: .- d 2 The plain Is accepted and ap ars to comply with the requirements of: ',4�(j, •� /1";CC�t ,�� F/OT'�� C," C ,t2m Cr( ed-` �-1 • NAL i^et. 4)04.0 C 0 44% It7r.rtpr•+r1sN- A FOR PERMIT ISSUANCE ONLY REV. DESCRIPTION CRP 6-10-02 BY DATE PROJECT NAME: CLIENT: TRAMWAY PER TIERMINAL GLENWOODU 'RAMWAY OP MNY Ij���jl ^� ISI( Ij����j1► II�j( I�-� t1 EIIV�IUIIU�1�4iL3IU't.Y`.19 LTD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: VARIED ENG. C. PETERSON DATE: 6-10-02 JOB NUMBER SHEET DESCRIPTION: FOUNDATION PLAN AND DETAILS 846-01 A. -r • a...it!" - -4 ISOLAI u.) PADS SEE FOUNDATION PLAN FOR SI= AND REINFORCEMENT TYP. NORTH/SOUTH FOUNDATION WALLS SCALE 1t2•=i1) H©ugland & Ass Th plan has been reviev Data: .- d 2 The plain Is accepted and ap ars to comply with the requirements of: ',4�(j, •� /1";CC�t ,�� F/OT'�� C," C ,t2m Cr( ed-` �-1 • NAL i^et. 4)04.0 C 0 44% It7r.rtpr•+r1sN- A FOR PERMIT ISSUANCE ONLY REV. DESCRIPTION CRP 6-10-02 BY DATE PROJECT NAME: CLIENT: TRAMWAY PER TIERMINAL GLENWOODU 'RAMWAY OP MNY Ij���jl ^� ISI( Ij����j1► II�j( I�-� t1 EIIV�IUIIU�1�4iL3IU't.Y`.19 LTD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: VARIED ENG. C. PETERSON DATE: 6-10-02 JOB NUMBER SHEET DESCRIPTION: FOUNDATION PLAN AND DETAILS 846-01 0 0 DECK ABOVE Is( Val-gb *Mgr Z Citskito. t Fzbog., JAPPROVEJ SUISJIteT TO MOVED nectrrtoms 6 iiisrrenow GAR iE L COUNTY ILO1N C, DEP At`[MErr FI LCOPYROE PLANS ON °Wi WIntain StIL tte $ 3 /4711.0 1.4 4). n \Struciures\Upper Terminal\FLOOR PLAN PHASE.dwg, 02/12/2003 02:46:05 PM ■ C.A° 11%'9 5P.'" 14k1°'" HANDICAP RAMP Sk4 C1 fir IX" MIA 5itg 4irremifsvO II II 11 11 11 11 Ip Il Il 11 II II II - � I 11 11 II 11 WALK IN CHILLER I II II II Il II II WALK IN FREEZER I S2. .300-40-Tns "4„tat ge'r - ei,c .14 7—glit-ar.7- e-c4-47441/24x,y RESTAURANT DRY STORAGE BEER KEG COOLER GLYCOL LINES TO ABOVE MECHANICAL ROOM JANITORS CLOSET Iiht cervAa .Sero-fR) Sr.( /en,3.3..3.9 i HON T,+ UNEXCAVATED CRAWL SPACE (LIMESTONE ROCK) C Cif eilk7.?•t'-e at ilift..S4171P14C• ZOoftiov 1[ 44.4 S tot R,, it c Cz n � 1 0 I m r r UNEXCAVATED AREA UNDER TRAMWAY DEC s K • 4_ J A RELEASED FOR REVIEW CRP 02-11-03 REV. DESCRIPTION BY DATE PROJECT NAME: ris CLIENT: WAY UP s� \ID TE ?AWAY COMI['ANY MAWTW ERL`?JIllIVEEMIH89 LTD. Jo 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 1 /4"— 1 '0" ENG. C. PL I ERSON DATE: 08-01-02 JOB NUMBER SHEET DESCRIPTION: LOWER FLOOR PLAN 846-01 •1 - L 1 I h Ti ❑ ■ [ II i 4 LOUNGE SEATING RIPM 2— epootOC3054 ooteatolitgS r 1&G' 904 titerW °A- ► �t 1-044) � t�-� Li W —Er- 1 0.600 DINING ROOM 1 ^° Sirt- SI"' Clitf.". ' IIi L , SERVICE BAR 0; AIR HANDLER WOMAN'S RESTROOM \ \`,/ ix 1#*19 f 003 11' 9th p fir"-r %47) or (Ski.119& / 0 / n t...)‘„ 0 ooku) OPEN DECK SEATING o of DINING ROOM CHAS HANDICAP Q 0 co co LIFT MEN'S RESTROOM 4 KITCHEN r— 7\1\ / _ ■ dt _ CORRIDOR elr 7) A , c.<4<- Vi Okir- COVIvetd,061 , '(4- - 1116- 1 ti. kti Te Sa 3 trCri at "U .°23 0 14 e ,,v ___-- -- _____ -_. e," e It? — � � � � � �+�'� � W z ;to- vs'R'�'t' c" �Dtpeprace) �FiitholawAtflNI d R tDeo ST, —1.1„ eR.A ONTROL CENT \TOR'S STATIO % / / \ Tilt1 k -5 RA* s1 2 d-1 1- --i-- i H o LI' X L7 z o \ \ 1 i ■ \ J m ,, L i RETAIL m — — — x•er\ ■ SALES COUNTER � AIR HANDLER TRAMWAY TERMINAL I I 0(0 I 540.&Ira iGt..sM ,+ S Fa 7r4 31.7- ^ 7- 21. 4NA4Lliks4 V 41.3te 0/ 2 %, RELEASED FOR REVIEW CRP 02-18-03 REV. DESCRIPTION BY DATE DATE PROJECT NAME: 9 AMWAY l P ]F.R, TIE D) \ D < I II I I I I II I GL\W�J� D A ! WAYCOMPANY d < CLIENT: \ / :AA\IA',flW§A`17 (0e)o-:- 100 = 17 )4 EIME EENT e9 LVID„ SCALE: 1/4"=1'0" ENG. C. PETERSON .I 2. Co.t`1'Lit 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 DATE: 08-01 -02 ,„ (970) 945-2236 FAX 945-2977 JOB NUMBER SHEET 11 o, G, l',r. i~ \Structures\Upper Terminal\FLOOR PLAN PHASE.dwg, 02/18/2003 02:53:06 PM DESCRIPTION: MAIN FLOOR PLAN 846-0 2 �u ^ i i i i i i E L4x4x318 LEDGER BEARING ELEV 7098' 1 -VT 112 ELASTOMERIC f \ BE/YRING AT 709$' 2' s —. FLOOR SYSTEM 1.5024 CONFORM DECKING 3614 TYPE 20 5/8" PUDDLE WELDS 3.5 TOTAL SLAB DEPTH STOP DECK 1-1r[ FROM FOUNDATION WALL FOR DRAINAGE LEITNER I ROMA TERMINAL FOUN=DATION \=J 15 DECK TO TRAM 141{3 74,36"c1c G3 EXTENDED BEARING SCALE 112"=VO" FF 71 BEARING 7098'4" 20G5N 12.4 , FLOOR SYSTEM 1.5C24 CONFORM DECKING 36/4 TYPE 20 5/8" PUDDLE WELDS 3.5 TOTAL SLAB DEPTH RIM 14' BEN C JOISTS I A t, -----,-----% ,Pt 14K3 @36"dc TS6x6x112 16 \ DECK AT N. RIM G3 BEARING 7116 3" 20G5N42 SSCALE. I 21O 17 \ ROOF AT DECK N.RIM G3 CALF V9" VB" DETAIL 171G3 DETAIL 161 DETAIL 3/G3 A/ A,/\/V \1 DETAIL 63 14K3 V138"Gc 14K3 J36'cic DETAIL 5/G3 18 \, DECK SECTION G3 SCALE 118'=1°O" a%SIA a� 17809 !Ilk! totarP o * Or ........ Ok- / 4\ CURTAIN WALL SYSTEM CRP PERFORM WALL SYSTEM CRP /`2\ FOR TRUSS JOIST TAKEOFF CRP FOR PERMIT ISSUANCE ONLY CRP REV. DESCRIPTION BY 09-06-02 08-01-02 06-14-02 06-10-02 DATE PROJECT NAME: CLIENT: TR WAY UPPER TE1 AL GLENWOOD TRAYWAY COMP MHSFAEMRHM, L UDo 302 8TH ST-, SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: VARIES ENG. C. PETERSON DATE: 06-10-02 JOB NUMBER SHEET DESCRIPTION: STRUCTURAL SECTIONS 846-01 G3-3 A I I I 7 i i I i I I III Et n ■ ■ / \ m • ■ f I1 i 1 I 11 _ MEETING 7 ROOM 2 -1".g1.4.froR uiN ?rwil. CflI)wP 10 4411 ■ LFI"o u ■ CHASE f I 'ITT Lu Lu 0 HANDICAP LIFT 44 31) �t r ---- > w m O z ■ CHASE DN FCt w 0 O DN !I 1 II I 0 / / I 1 \ L \-- N ti \ 1 / / J ■ \\ — — }/ MEETING ROOM 1 ` ,.",. 64 4,4 ft 4 ArS ?AR � TRAMWAY TERMINAD (LEVEL BELOW) -Rirot X iu 5 atm 4441..frovio '1 % f AR-17,1 '4+& ' , RELEASED FOR REVIEW CRP 02-18-03 - _ �?r-PciNf.D Vilk REV. DESCRIPTION BY DATE 4' {7 7.27.OZ A, +j'it rrizmJ Q't PROJECT NAME: r� 11 SI AY UPPER ' NIE Ai CLIENT: GL 3 A L \A Y COMP © 1 f -I f --II I C I E I I 'W _ •_ A L1 A V s (THEERIMO9 LTD. SCALE: 1/4"=1'0" ENG. C. PETERSON STAIRS TO PATIO 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 DATE: 08-01 -02 1 r' (970) 945-2236 FAX 945-2977 JOB NUMBER SHEET I._- DESCRIPTION: UPPER FLOOR PLAN 846-01 :\Structures\UpperTerminal \FLOOR PLAN PHASE.dwg, 02118/2003 02:53:13 PM i DETAIL 3164 GIRDER BEARING 7111 GIRDER BEARING 7122' 9-1/2' ETAI G4 'TAW 411, 7410MIIF DETAIL 81G4 r�..7t w, r _ ,..:_W �..��'.,.. � �W�.�..��T= TS6x6x164 20G5N5.2 GIRDER BEARINGV 7122' 5-W CEILING 712V3 -t 20G6N5.2 TSBK6x1/4 FF 7112' 3-112" GIRDER BEARING 7127 5-112' TS6x6x1l4 20G8N5.2 GIRDER BEARING 7122 9-117 TS6x6x114 Th►� roti r FATFAIN TSBx6x 1 A DETAIL 4/G4 CEILING 7105 8' ( 20G6N 12.4 GIRDER BEARING 7098' 1044' TS6x6x112 l TS6x6x112 TS8x8x112 20G5N12.4 GIRDER BEARING 7111' 2" 20G5N12.4 GIRDER BEARING 709E 10-3%' `��r a7'' tia► ' Il i► ���W �� r \ TS6x6xt 20G7N8.7 GIRDER BEARING 7082 r TS8x8x112 CEILING 7110 0" 20G6N12.4 GIRDER BEARING 7111' 2" TS6xSx1)2 COLUMN SPLICE (TYP} Ff 7100'0' 20G7N8.7 GIRDER BEARING 7088' 1' DETAIL i`iIG4 CEILING 7097' 8-1'2' 20G6N12.4 GIRDER BEARING 7008' 10-3% TS8x8x112 TS8x8x112 FF 7089' 2-117 1-1\11".1."1/".1^.114 20G7N8 7 GIRDER BEARING 7088' 1" TS8x8xIi2 20G8N 12.4 GIRDER BEARING 7111' 2' TS6x6x172 TS6x6x1/2 ,AVAV\I^71ce\ '\[ 1 rt 3 SS 1� PRIMARY BEAM LINE \Gl SCALE 118"=1'0" TS8x8xia 20G8N12.4 GIRDER BEARING 7098'10-X" I� 16K5 36' dr: CEILING 7121' 3 -lir FF 7112' 3-112" 20K9 @ 36" do 201(9Q36'rlr.. 1 201{94,36"dJc 11 1 1 CEILING 7110' 0' Q7 2~``, ELEVATION THRU TRUSSES G4 SCALE 1,8"-1'O" X 71'2' 1 /2" • „OD. 0' TS6x6x3116 POST AT 6' c/c WELDED TO EMBED PLATE TOW 7113.3-If2" DECK SYSTEM t,5C24 CONFORM DECKING 3614 TYPE 20 518' PUDDLE WELDS 3.5 TOTAL SLAB DEPTH 7E GIRDER BEARING G -� 7111'0" �7 PARAPET 7126' 0' TOS 7123'73%• UPPER LEVEL - GRID 0.0 SCALE 112"=1'4" W 10x30 RIM 5 \ ROOF - GRID 1.7 SCALE 1,,2"=1.4" CURTAIN WALL SYSTEM IL 1i MAIN LEVEL - GRIDE GO.0 I SCALE 1+2'.1'0" 6 ROOF AT GIRDER - GRID 1.7 G4) SCALE 1/2'"-1'4" ROOF GIRDER BEARING - GRID 8.0 \\92j>, ' SCALE 1.+2"-1'4" CFP I i i I 3 ! 09-06-02 PERFORM WALL SYSTEM CRP 08-01 -02 A A FOR TRUSS JOIST TAKEOFF CRP 06-14-02 FOR PERMIT ISSUANCE ONLY CRP 06-10-02 REV. DESCRIPTION BY DATE PROJECT NAME: CI.. ¶ENT: -1RAYIWAY UPPER �_ ... .N Li RNWL) .� �'1.'' ,�,` OST ESDHECERG9 LID. 302 8TH ST., SUITE 325 P.O. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: VARIES ENG. C. PL I ERSON DATE: 06-10-02 JOB NUMBER SHEET DESCRIPTION: STRUCTURAL ELEVATION 846-01 G4 /A ii r1 li Itu II I I II rII IIl III hl 4 IF .. • it I i i i I UPPER LEVEL nnrynr.nnnnnnnnnn•--n•--,rna--,r-• fin nn r, r -,r-, r-,r-,nnn�- L4x3-12 200 GIRDER L4x3x1/4X CONT. TO GIRDER FOR TIE TO STRINGER MAIN LEVEL 7100' 0' r--, e--} r-, w -e r--, r-- n r * n r-• n r, ,--• n1 --L--, r-+ n n\ 1\ A AA / /0 B Or/a ,B ,gr y4" 54. L4x3-112 W8X10 ON L4 x 3-1/2 BEARING ANGLES TS4x4 x 1 /4 t 1 tt N6 4x3-1/2 0 20G GIRDER / LOWER LEVEL TS3-112x3-112 REARING BETWEEN JOISTS 3 3'' L4x3-1/2 UPPER LEVEL 7117 3.1; UPPER LANDING 7106' 1-3/4' MAIN LEVEL 71{x'0' @6 @7;576 *4.6:4 SI V,RON COMPANIES RAILING VALUE LINE RAIL STYLE WALL RAIL FIELD POURED CONCRETE TREADS W8X10 ON / L4x3-1/2 BEARING ANGLES 43 G a5t-g 8111 \`L 9" 1 ESTAIRWELL SECTION G5 SCALE 1/4"=1'O" 4'-9' .1. tiJ 1/4 - LOWER LANDING 7058 X. - LOWER LEVEL -1088'2 -yr -05 ,1\1\\\, A/A/2 3M' 518' ROCK AND 1/8' GAP E STRINGER 114' PLATE STRINGER -4 4- 6' LANDING TS4x4x114 TYP r q 2 4 0! LOWER STAIRWELL PLAN G5 SCALE 114"-1'0" 3/4' 5/8' i 3.$. 1/4' PLATE STRINGER STAIR TREADS 44' 1/4" PLATE STRINGERS 314' TO TS4x4 FOR 5./8' SHELIMOCK K AND 1/8' GAP 114' PLATE STRINGER 3' 8' LANDING 7 T54x4x114 TYP 2 4 MAIN STAIRWELL PLAN SCALE 1x4'._1.0° 4. 2' 1 7 trt STAIRWELL ELEVATION SCALE 114"=1'0" TS6x6x.25 3-1/2" CONCRETE (TOTAL} 1.5C DECKING JL jt 20G GIRDER 3/4' STABILIZER PLATE TI-11CKNESS PER GIRDER GAP 6 TYPICAL GIRDER CONNECTION G5_,/ SCALE 1'2"=1'u' 3'-8' 1/4' Pb+kFE ST 3/4' 518' ROCK MND 1/B' GAP ER V 1/4' PLATE STRINGER LANDING TS4x4x1 /4 TYP ' 6' 40 / 4 UPPER STAIRWELL PLAN SCALE 1/4"-1'0" A y A CURTAIN WALL SYSTEM CRP 08-24-02 PERFORM WALL SYSTEM FOR TRUSS JOIST TAKEOFF CRP CRP 08-01-02 06-14-02 A FOR PERMIT ISSUANCE ONI Y REV. DESCRIPTION CRP 6 -10 -Of BY DATE PROJECT NAME: CLIENT: 'AWAY THIPPPARLTJ N,,AL GLE:TWOOD 7R WA C C vw 302 8TH ST., SUITE 325 P.O. BOX 160 GI. ,NWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: VAIRES ENG. C. PETERSON DATE: 06- 10 -02 JOB NUMBER SHEET DESCRIPTION: STRUCTURAL DETAILS 846-01 05 a i I .C19 PAD 2"9-.79%10- (4) 44 9'x2'9")(10'(4)44 TOC 7083' 15' LJ h PAD 3'6"x3'6"x10" (4)44 TOD 7085' C`. PAD 5`3'x 53-x17 (8)46 TOG 7083' PAD 61:1-x617—x14' (`5)88 TOC 7085' 15' PAD 3'6'x3'6'x10' 114) 44 TOG 7087' PAD 23'x2'3')(10' (4) 84 TOC 7089' 4 PAD 671"'x6'0"x15" (8)86 TOC 7087" I - - 41 ALL fiAD 53'x52 x10' (8)46 ✓ BEAM POCKET SEE DETAIL 11/FP2 COLUMN 18x18' N I- • PAD 4'0'x4'0"x10' (4) 44 TOG 7098 8' WALL PAD 53"x5'3'x12' (8)86 vj WALL PAD 5'3',(5'3'x 10' (8) 41 WALL PAD 53')(5'3'x10' (8)86 COLUMN 18'x16' BEAM POCKET SEE DETAIL 11iFP2 COLUMN 18'x18" WALL PAD 5'3'x53"x10" (8146 TOE 097' h WALL PAD 51"x5 3"x 10' (7)86 PAD 6'9"x69'x18' (10)g6 TOC 7083.5 TYP PAD. 24'x24'xi0' W1 (3) 44 EACH WAY 7096 BEAM POCKET SEE DETAIL 111FP2 73'$' HOLD DIMENSION TO 8E CROSS CHECKED AS WALLS ARE CONSTRICTED PAO 49"x49 x20' 15)48 TOC 7085' TOW 7 r 5 a V O WALL PAC. 37'2'x3'6"xi (3) 44 co [7 0 V EAM POCKET EE DETAIL 11IFP2 WAI PAD 5YYx5M1(' (6) 46 WALL 4'9"x4 10" (5)86 20' 4.3' PAD 2ro"x2'0'210' (3)44 TOC 7087' HOLD DIMENSION CROSS CHECK AS CONSTRUCTED L_ m 0 rear-;•e9s=e;�t TOW 70999'8Y2" ) � I WAI l PAD 2V'x70'xi0' (3)44 TOE 7097' 17'-8' N 20' U P D 3 'x3'0'x1 (4 114 T 7084' 0 m ry WALL PAD 4'0'x40' 10' (4)A6 TRAMWA"Yl FOUNDATION PAD 4 3'x4'3"x1 (4 46 TOG 7086' WALL PA€ 39'x3'9'"x ;4).1+6 TOW 0' r V1-7099'81 TOW 7099' 8-Y2" = -n WAt L PAD 3'9" 3C'x10" (4)776 TOP TO SLOPE TO MATCH TRAM DECK TOW 7099 44',"--\\ WAR I PAD 27x2Y3'x10" (3)44 J FOOTER TO BE ON UNDISTURED GROUND STEP AS NEEDED BACKFILL FOR MEN. 36' FROST PROTECTION 12' X 14' BEAM POCKET BEARING ELEVATION 7096' 6' TOW 7099'4* PAD 4'3'x4'3'x12' (4)46 TOC 7090' LEGEND: 11114 STEP WALL STEP FOUNDATION STEP T.O.W. = TOP OF WALL T.O.F. = TOP OF FOOTING T.O.S. = TOP OF SLAB FOUNDATION AND EARTHWORK 1. FOUNDATION RECOMMENDATIONS BASED UPON EXCAVATED CONDITIONS. MAJORITY OF SITE IS LOCATED ON MASSIVE LIMESTONE BEDROOM. DESIGN BEARING PRESSURE ON UNDISTURBED MASSIVE ROCK — 8000 PSF. BEARING PRESSURE ON ALL FOOTERS PLACED BELOW FROST DEPTH— 3000 PSF LOWER BEARING PRESSURE MAY BE REVISED UPWARDS FOLLOWING EXCAVATION TO INDICATED ELEVATIONS IF BEDROCK IS EXPOSED. 2. MINIMUM DEPTH TO BOTTOM OF FOOTING SHALL BE 3'-6" BELOW LOWEST ADJACENT FINISHED GRADE FOR EXTERIOR FOOTINGS. EXTERIOR FOOTING DEPTH CAN BE RAISED IF NON—FROST SUSEPTIBLE BEDROCK 1S EXPOSED 3. ALL INTERIOR NON—BEARING, NON—SHEAR WALLS SHALL HAVE ITT PHILLIPS #81509, #12883, OR #22093 SHOT PINS @ 32" a.c. INSTALLED PER 1CBO #1280. 4. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MAIERIAL AND STANDING WATER REMOVED FROM EXCAVATIONS. 5. THE GROUND SURFACE SURROUNDING THE EXTERIOR OF THE BUILDING SHOULD BE SLOPED TO DRAIN AWAY FROM THE FOUNDATION IN ALL DIRECTIONS. IT IS RECOMMENDED THAT A MINIMUM SLOPE OF 12 INCHES IN THE FIRST 10 FEET IN UNPAVED AREAS, AND A MINIMUM SLOPE OF 3 INCHES IN THE FIRST 10 FEET IN PAVED AREAS BE PROVIDED. CONCRETE CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. MINIMUM STRENGTH: F'c = 3000 PSI AT 28 DAYS SLUMP: 4" ± 1" NO WATER SHALL BE ADDED ON SITE WHICH WILL INCREASE SLUMP TO ABOVE 5". CONCRETE TO BE MIXED PER ASTM C91 MAXIMUM TEMPERATURE IN MIXER: 90 DEGREES F. 2. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP CONCRETE CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS USING .A POLYETHYLENE FILM SECURELY HELD IN PLACE OR AN ALTERNATE METHOD APPROVED BY ARCHITECT. 3. PLACEMENT: PER ACI STANDARD 614. 4. TESTING: EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO OWNER TO DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL EVALUATION TESTS. PROVIDE 7 AND 28 DAYS CYLINDER TESTS. COMPLY WITH ASTM C143, C173, C31 AND C39. 5. GROUT UNDER COLUMN BASE PLATES ETC, WITH HIGH STRENGTH, NON—SHRINK, NON—METALLIC GROUT EQUIVALENT TO MASTERFLOW NO. 713 APPLIED PER MANUFACTURER'S RECOMMENDATIONS. 6. CEMENT SHALL BE PER ASTM C150, TYPE I), LOW ALKALI. MIX DESIGNS: SUBMIT TO ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM OF ONE WEEK PRIOR TO FIRST CONCRETE DELIVERY. MAXIMUM WATER/CEMENT RATIO: (BY WEIGHT) F'c = 3000 PSI W/c = 0.64 AGGREGATE: PER ASTM C33, MAXIMUM 1". NO ADMIXTURES CONTAINING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. REINFORCING STEEL 1. REBARS: DEFORMED STEEL, ASTM SPEC, A615 GRADE 60. ALL REBAR BENDS TO BE MADE COLD. 2. BURLAP: CONCRETE: 40 DIA. U.N.O. MASONRY: 45 DIA. U.N.O. OR 24" MINIMUM WHICHEVER IS GREATER. STAGGER SPLICES 3 CONCRETE PROTECTION: SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER 1" CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS 3" 4. CONCRETE EXPOSED TO WEATHER AFTER FORMING: #6 REBAR AND LARGER 2" CLEAR #5 REBAR AND SMALLER 1 1/2" CLEAR 5. REINFORCING IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS TO BE SUPPORTED WITH APPROVED NON—METALLIC CHAIRS, OR ANOTHER METHOD APPROVED BY THE ENGINEER. •F •),ea7QN� e�' xO t 1\ RELEASED FOR CONSTRUCTION CRP 08.09-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: SWAY UPPER 11AR , GLENWOOD " , MW Y CO EARNEENIN89. LTD. 302 8TH ST., SUITE 325 P.O. BOX 160 GLEN—WOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: 3/16"= l '0" DATE: 09-05-02 ENG. C. PETERSON 603 NUMBER SHEET DESCRIPTION: FOUNDATION PLAN 846--01 it 14' LIGHT STEEL STUDDING WELDED TO TOP OF JOISTS FF 7100'0' 6' METAL STUD WALL ON SILL PLATE RAMSET TO FOUNDATION- SILICON SEAL FOR PROTECTION #4 BAR (18'x18") CENTERED IN SLAB AT32"dc 1-YP METAL DECKING 2" CONCRETE TOPPING OVER K20 OPEN WEB STEEL JOISTS 4' CONCRETE APRON L2x2xPi WI 3" STUDS AT 37 8' CONCRERTE STEM WALL Wi #4 a 12' do HOPI_ 44 @ 16' do VERT EAST WALL COMPACTED BACKFILL 10'x16' FOOTER WI HORZ- (.3)44 CANT. VERT. #4 @ 18" do 1-Y3" METAL DECKING 2' CONCRETE TOPPING OVER K20OPEN WEB STEEL JOISTS 1-X" METAL DECKING 2' CONCRETE TOPPING OVER K20 OPEN WEB STEEL JOISTS i 1 L2x2xY. WI —/ 3' STUDS AT 32" do 8' CONCRERTE STEM WALL W/ #4 ©12' c/c I-IORZ.. # i @ 16' c% VERT 10`x16" FOOTER W/ HORZ. (3) #4 CONT. VERT. 44 @ 18' do SCALE 1!2"1' 6" METAL STUD WALL ON SILL PLATE RAMSET TO FOUNDATION. SILICON SEAL FOR PROTECTION 4'x14" BLOCKOLIT 6" METAL STUD WALL ON SILL PLATE RAMSET TO FOUNDATION. SILICON SEAL FOR PROTECTION TOE VARIES TYPICAL LOWER LEVEL WALL SCALE 1 2"=1' 1 1 1`T 1 Yz METAL DECKING WI 2' CONCRETE TOPPING 141(3 JOISTS UNDER DECK AREA 8" CONCRERTE STEM WALL W/ #4 @ 12' do HORZ. 414 @ 16' c/c VERT 201(6 JOISTS L2x2'gYa W/ 3" STUDS AT 32' do CRAWL SPACE 10'x16" FOOTER WI HORZ. (3) #4 CONT. VERT. 44 @ 18" c/c ! MSS - ../ •-• • Li\A r489^57.1tni4 1291. / ,„-•• , • • • // / e" k, i II t ..,-. 1 ' i 'SIM 4 BLM , ...-- -----"' ,,,./I- ........----- ,- .---.--- . „..„.../...a - / ..- ., ,„ ..... • „,- ,---- I , / / .....• /.,'" I 1 . ." ' - ) I 1 1 ' I 1 . i I I, I 1 j / i jf . i ( " T ''. , , I' ? ( .." JOSEPH AND CELINA CLAUDON 48.9 •ACRES LY QUARRY- , TRACT, - GLENWOOD. RINGS CITYUMITS ENWOOD SPRINGS -CITY LIMITS _ ' . _ _ • .. • OYD-DIEMOZ • __ • - - MC, - - - 0 DEAN MOF-FAT1 N89.58'58"E 121.66 :10T1,0 ISDS NO. 1 ISDS NO. 2 32000 POTABLE WATER STORAGE TANK pply RO4 ONS TORS,. ot.le GLENW D CAVER S APPROVE) IIUSAIWT TO *nim socarnotos * itftPreTIOINt OARFTELD COUNTY SII.JLDLNG DEP war 'iota FIELD COPY imercnottiV1010111 WIN RAM WM kxge LOCATION MAP SCALE 1 '-,300° OOD CAV RNS INC. SITE PLAN SCALE 1---100* PROJECT LOCATION S1/2 LOT 10 SECTION 4 T.6S.,R.89W.. 6th P.M. INDEX OF SHEETS •C1 P1 P2 P3 P4 P5 P6 P7 P8 - P9 S1 • G1 • G2 - G3 G4 - G5 G6 COVER SHEET AND SITE PLAN UPPER LEVEL FLOOR PLAN MAIN LEVEL FLOOR PLAN LOWER LEVEL FLOOR PLAN CODE COMPLIANCE SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION EAST ELEVATION STRUCTURAL SPECIFICATION ISDS DESIGN MAIN AND LOWER LEVEL FRAMING UPPER LEVEL AND ROOF FRAMING STRUCTURAL SECTIONS STRUCTURAL ELEVATION STRUCTURAL DETAILS FOUNDATION PLAN / e" r Date: 77,27-01 The plan is accepecj-atd appears tcp ocfnply with the requirements of: 97C/27C 4-...xeier,/1- ig-C /t/CPriir (frit, Tri' -s -,-c ce,ir qv7 oic, Trn_ et,Mir C770 .A-' eieeigeL-47-- FOR PERMIT ISSUANCE ONLY CRF 06— 1-02 REV. DESCRIPTION BY DATE PROJECT NAME: CLIENT: GLEITW14D G.,_0(C)1B TRAMWAY r W/7 ERMINEENOIM89 LTD. 302 8TH ST., SUITE 325 PO. BOX 160 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2236 FAX 945-2977 SCALE: VARIES ENG. C. PETERSON DAIL: 06-04-02 JOB NUMBER SHEET DESCRIPTON: COVER SHEET AND srrE PLAN 846-01 ,/\