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HomeMy WebLinkAboutPlansbiLF -P-Trr 117' –6 1/8" 19'-4 9/16" END SLIDING CARGO DOOR 8 PANELS © 9'---10 1/8" = 78'-9" GOLF CARTS AS REQ'D (80 SHOWN) 4757 f 1- r–_ II 11 11 11 11 II II II L. JL JL____ JL JL_._ F- 1 1- 1 F- 1 f- 1 I- I II II it II 1 II II 11 11 L. _IL _1L JL-_ r 11-------11-- --- 1I - I II II II I 11 II II L. _IL ------JL---____IL 7----------l1-------11-7777 111-777--_11- 1 II II II 11 1 II 1' II II L_ JL__----JL----_JL JL z -11-----11- -If- II 1-II II II 11 II II -JL IL IL 11-- 11- II II II II II II JL_-----_JL JL__ 11- 11- 1n 1f - II II II II I1 II JL JL IL 11- 11- II II 11 II IL IL _IL r-- - -7F--77-711-77-7-71 r 11- I II II II II I II tl II II L. JL ____ ----JL__-___JL JL F. 11----77771I- 11- 11-- --11- I II II II II 11 I II II II II II L. __IL__- _JL-----II L7777-- _J L IL 11- 11- -17----------------,... 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Gotrrs ea guy T -/$.t 2 4a4.-442-4 )/Pot-C.rt +ev --4sx tojr—cOmm i(lovr a4.4.0,-..) -Ppd. Sk, 3/ END SLIDING CARGO DOOR ?afro 51 pf4 P`‘G !0 4"x6"x2 5/8"x3/8" ALUM. BASE ANGLE 1/2"0x1 3/4" CSK BOLT C/W NUTS & WASHERS 4"x4" BEAM ANCHORAGE DETAIL ) 5/8"0 x 3'-0" ( STEEL ANCHOR PIN 2 PER COLUMN BASE .0 —4"x4" ALUM. I BEAM 3/8" ALUM. BASE PLI 4"x4" ALUM. I BEAM —3/8" ALUM. BASE PL/ ASPHALT PAD OR GRADE 1 1 /2"=1 '-0" iix3" HOLLOW LUM. BEAM 9'-5n 0 SECTION 9'-5" HOOD 1/4"=1-0" 4"x4" ALUM. I BEAM a 40'-9" SrFN41. 1441/1C 6 N f404.) 13P44-4-44- 4- I G1144.440- Ozrro 0 SECTION 40'-9" STRU(1RE 3/16"=1'-0" Manufacturers At/ SPRUNG INSTANT STRUCTURES® of Engineered Relocatable Structures TOLL FREE: 1-800-528-9899 OR (403) 245-3371 www.sprung.com GENERAL NOTES: 1. ALL PERSONNEL DOORS C/W HOODS, 2. STRUCTURE MEMBRANE MEETS: NEPA 701, CALIFORNIA STATE FIRE MARSHAL, ASTM E84, UBC 31-1, AND 109 SPECIFICATIONS A• 3. THIS 5 RUCTURE IS DESIGNED TO SHED SNOW, E PERIMETER OF THE STRUCTURE —SHOULD BE KEPT CLEAR. 4. WHEN DESIGNING A HEATING, VENTILATION OR AIR CONDITIONING SYSTEM FOR ANY TYPE OF BUILDING, IT IS IMPORTANT TO ENSURE THAT THIS SYSTEM INTAKES MORE AIR THAN IS BEING EXHAUSTED AT ANY GIVEN TIME. THIS PROCESS WILL RESULT IN A POSITIVE PRESSURE BEING MAINTAINED. CONVERSELY, IF NEGATIVE PRESSURE EXISTS WITHIN THE STRUCTURE, IT WILL BE DIFFICULT TO OPEN DOORS AND MOISTURE WILL BE DRAWN INTO THE STRUCTURE. 5. ALL INTERIOR WALLS & PARTITIONS (IF APPLICABLE) TO BE FREE STANDING & INDEPENDENT OF SPRUNG STRUCTURE. DESIGN LOADS STRUCTURE LOCATION: GLENWOOD SPR11M, CO BUILDING CODE: UBC WIND SPEED: 80 mph EXPOSURE B GROUND SNOW LOAD: 40 psf (SEE SNOW SHED REPORT) Steven B. Brown & Associates Consulting Engineers 4885 Riverbend Road, Suite B Boulder, Colorado 80301 ilea 133 l:. i��rr, �f 011ALa `�`°s. illit - tel 1 REV. DATE DESCRIPTION This drawing is protected by copyright in the United States of America, Canada and all other countries of the world, It, and all ol the designs, technical dote and engineering services represented by it and originated or rendered by ®SPRUNG INSTANT STRUCTURES INC. ore the exclusive property ol ©SPRUNG INSTANT STRUCTURES INC. and must neither be used in manufacturing nor disclosed nor reproduced in whole or in part except with the prior written consent of ©SPRUNG INSTANT STRUCTURES INC, Any copying of this drawing in whole or in port and any use of it to construct the subject matter illustrated in if without prior written permission of ©SPRUNG INSTANT STRUCTURES INC, is prohibited. CLUB AT IRONBRIDGE 40.8' x 117.5' CART STORAGE DRAWN D. BENNETT DATE 03/18/2003 CHECKED APP'D SCALE AS NOTED DRAWING # P03097 i CUST.APP'L 117' _ 6 1/8" 19'-4 9/16" 8 PANELS © 9'-10 1/8" = 78'-9" 7 ter. / / / / / // / PIPU 6' ,flpy - r1 S-2 PLAN VIEW 40'-9" STRUCTURE 1/8"=1'-0" S-2 (ABS5-5000) CENTER (ABS5-5005) END 26' (ABC5-5050) CURVE 8'-7 1/2" RADIUS 40,-9u SECTION 40'-9" STRUCTURE 3/8"=1 1'- 3/8" ALUM. BASE PLATE (APL1-2934) 4 1/2" 1/2" 1"0 HOLE 13/16"0 HOLE FOR TEMPORARY ANCHOR (EPDXY ANCHOR CONDITION ONLY) /////1 co LO 1.00 ALUM. MEMBRANE RETAINER 3/8"0x1" SQUARE HEAD BOLT C/W NUT & WASHER 4"x4" BEAM BASE PLATE - PLAN 6"=1'-0" 1/2"0x1 3/4" BOLT C/W NUTS & WASHERS 1/2"0x1 3/4" CSK BOLT i I4A C/W NUTS & WASHERS A 1,1, 3/8" ALUM. BASE / /R PLATE (APL1-2934) AhM"EX"Inrillb V GRADE / / / / / / / / / / / / / / / / % ! // 6"x4"x3/8"x2 5/8" LG. ALUM. ANGLE (AAN 1-3000) N 5/8"0x3'-0" STEEL ANCHOR PIN (PIN 1-3080) 4"x4" BEAM BASE PLATE - SECTION S-1 6"=1'_0„ 3/8"0x1" SQUARE HEAD BOLT C/W NUT & WASHER © APPROX. 22" O.C. (FBO3--1 160R, FNU3-1280R, & FWA3-1263R) 4"x4" ALUM. I BEAM 3/16" CO CV co ALUM. MEMBRANE RETAINER EXTERIOR MEMBRANE 1/2"0 POLY R ROPE \\N \\\\A f 4"x4" BEAM SECTION =12„ GRADE SPRUNG INSTANI STRUCTURES Manufacturers of Engineered Relocatable Structures TOLL FREE: 1-800-528-9899 OR (403) 245-3371 www.sprung.com MATERIALS ALUMINUM 6351-T6 STEEL 300W CSA, G40.21 (GALVANPZED) BOLTS SAE GRADE 5 DESIGN LOADS STRUCTURE LOCATION: GLENWOOD SPRINGS, CO BUILDING CODE: UBC WIND SPEED: 80 mph EXPOSURE B GROUND SNOW LOAD: 40 psf (SEE SNOW SHED REPORT) Steven B. Brown & Associates Consulting Engineers 4835 Riverbeth; Road, Suite B Boulder, Colorado 80301 REV. DATE DESCRIPTION This drawing is protected by copyright in the United States of Americo, Canada and all other countries of the world. It, and all of the designs. technical data and engineering services represented by it and originated or rendered by SPRUNG INSTANT STRUCTURES INC. are the exclusive property of @SPRUNG INSTANT STRUCTURES INC. and must neither be used in manufacturing nor disclosed nor reproduced in whole or in part except with the prior written consent of ®SPRUNG INSTANT STRUCTURES INC. Any copying at this drawing in whole or in port and any use of it to construct the subiect matter illustrated in it without prior written permission of @SPRUNG INSTANT STRUCTURES INC. is prohibited. CLUB AT IRONBRIDGE 40'-9" STRUCTURE SECTION & BASE DETAILS DRAWN D. BENNETT DATE 03/18/2003 CHECKED APP' D SCALE AS NOTED CUST.APP'L DRAWING # S-1 3/8"0x1 1/2" BOLT C/W NUT & WASHER (FBO3-1180R, - FNU3-1280R & FWA3-1263R) 5/16"0x3" BOLT C/W LOCK NUT (F803 -1080R & FNU3-1140R) 1" NN swtrirIL y r�w,wr� • J. `'��.. `\ N N N N ALUMINUM MEMBRANE RETAINER ALUMINUM I BEAM 1" MN 5/16"0x3" BOLT C/W LOCK NUT (FBO3-1080R & FNU3-1140R) 1110 MI !/!f!%!/!f!f f!% lifWAe%li i . ibilh. N, 11PflffIVAWf. r SMIll LA1 MI MI uo 3 7/16" 8" TT BAR 3/4 El 3 /4' 4"x4" PURLIN - ELEVATION .3 7/16" ALUM. PURLIN 4 7/8" 6"=1'-0" ERECTION CONDITION TOP SPLICE: 1/2" ALUM. PLATE 1 EACH SIDE (ASP1-2800) ALUM. I BEAM ALUM. TOP CAP (ACA1-1740) ALUM. MEMBRANE RETAINER 3/8"0x2" SQ. HD. BOLT C/W NUT & WASHER (FB03-1205R, FNU3-1285R & FWA3-1263R) ALUM. PEAK PURLIN C/W TT BAR & 3/8"0x2" SQ. HD. BOLT W/ NUT & WASHER ALUM. I BEAM APEX KNEE: 3/8" STEEL PLATE (SAP1-2750) ALL BOLTS: 1/2"0x1 3/4" C/W NUT & WASHERS 4"x4" TOP SPLICE 3"-1'-0 1/2"0x2 1 /4" BOLT C/W NUT & WASHERS I ILS1 1M IM 1/2"0x1 3/4" BOLT C/W NUTS & WASHERS APEX KNEE: 3/8" STEEL PLATE (SAP1-2750) HEMISPHERICAL END 3/8" ALUM. PLATE (ACCT —2640) 2'-2 15/16" 40'-9" HEMISPHERICAL END - ELEVATION 1:5 ////////////// N N N N N N IAI NM 1111 NEW A/!Jl//!/!/Ii%/!AMY f!/!/// Mimi= sok, • a».a /// in' 8 5/16" INN 4"x4" PURLIN - ELEVATION 6"=1'-0" FINAL CONDITION 1/2"0x1 3/4" BOLT C/W NUT & WASHER ALUM. TT BAR (8" ATS 1-1825) OR (18" ATS1-1870) 4"x4" PURLIN - SECTION 6„-1,-0„ 4"x4" END ARCH (ABS5-5005) HEMISPHERICAL END 3/8" ALUM. PLATE (AC01-2640) 1/2"0x2 1 /4" BOLT C/W NUT & WASHE 40'-9" HEMISPHERICAL END - PLAN 3"=1'-0 cc r 0 " 1 3/ " 5 1/4" 1 3/8" 4 " 1 3/ 5 1/4" 1 3 4"x4" BEAM SPLICE S-2 3"=1I-0" 3/8"0x2" SQUARE HEAD BOLT C/W-- NUT (Sc WASHER N ION I umeN k 1 All' I uIIUI11■1 11 nal WNW WM N' IM MI 4"x4" ALUM. I BEAM TOP SPLICE: 1/2" ALUM. PLATE 1 EACH SIDE (ASP1-2800) 1/2"0x2 1 /4" BOLT C/W NUT & WASHERS 1/2"0x1 3/4" BOLT C/W NUT & WASHERS APEX KNEE: 3/8" STEEL PLATE (SAP1-2750) 4"x4" TOP SPLICE -- SECTION 6"-1'-0" OUTSIDE ALUM. CONE COVER (AC01-2540) ALUM. MEMBRANE RETAINER HEMISPHERICAL END 3/8" ALUM. PLATE (ACO1-2640) 1/2"0x1 3/4" BOLT C/W NUT & WASHE ALUMINUM MEMBRANE RETAINER r) 4"x4" END ARCH (ABS5-5005) 40'-9" HEMISPHERICAL END - SECTION 3"-1'-0" 1 7/8' 4"x4" 4"x4" ALUM. BEAM SPLICE (ASP1-2860) 1/2"0x1 3/4" BOLT C/W NUTS & WASHERS (FB03-1340R, FNU3-1520R, & FWA3-1460R) ALUM. I BEAM 4"x4" BEAM SPLICE - SECTION SPRUNG INSTANI STRUCIRES Manufacturers of Engineered Relocatable Structures TOLL FREE: 1-800-528-9899 OR (403) 245-3371 www,sprung.com Steven B. Brown & Associates Consulting Engineers 4885 Riverbend Road, Suite B Boulder, Colorado 80301 REV. DATE DESCRIPTION This drawing is protected by copyright in the United States of America, Canada and all other countries of the world, It, and all of the designs, technical data and engineering services represented by it and originated or rendered bySPRUNG INSTANT STRUCTURES INC. ore the exclusive property of OSPRUNG INSTANT STRUCTURES INC. and must neither be used in manufacturing nor disclosed nor reproduced in whole or in part except with the prior written consent at ®SPRUNG INSTANT STRUCTURES INC. Any copying of this drawing in whole or in port and any use of it to construct the subject matter illustrated in it without prior written permission of *SPRUNG INSTANT STRUCTURES INC. is prohibited. CLUB AT IRONBRIDGE 40'-9" PURLIN & PEAK DETAILS DRAWN D. BENNETT DATE 03/18/2003 CHECKED APP'D SCALE AS NOTED CUSTAPP'L DRAWING 5-2 r QVO J\lNfO CD a 0 E JV3S DIHdVZiD E SALES CENTER FINISH [ FLOOR -6303.00 FT 4 m r N 0 13 O 0 0 I (c O z 1 r' f a II tn 0 dVW A3>1 HONV}J 2SOEJ irk ry�;hr Oso; N Z W 0 V P1 z 0 z�} U z P1 (0 O na ((0 'ON 133fl0:Jd LB ROSE RANCH, LLC GARFIELD COUNTY, COLORADO IRONBRIDGE CLUBHOUSE SITE PLAN FOR TE ' rT LOCATION ��c UUNT�P HIGH COUNTRY ENGINEERING, INC. 14 INVERNESS DRIVE EAST, STE D-136, ENGLEWOOD, CO 80112 PHONE (303) 925-0544 FAX (303) 925-0547 1517 BLAKE AVENUE, STE 101, GLENWOOD SPRINGS, CO 81602 PHONE (970) 945-8676 FAX (970) 945-2555 DES. MRL NO. DATE REVISION BY DR. MRL CK. + DATE 4-28—C:. FILE:SP1—CLUB ' CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 OR 534-6700 c4;E VTEFi CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILmES