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HomeMy WebLinkAbout1.24 Building design) ) Williams Production RMT Company LLC TR 41-35-597 Communications Site Limited Impact Review Permit Application Submittal Item Tab 32-Building Design. Section 7-302 Please find attached drawings prepared by Dupont Building, Inc. detailing the 10ft. wide x 16 ft. long x 9 ft. high building and the solar panel array. This building will be factory manufactured and will have a Colorado Division of Housing insignia affixed. The building will have an engineered concrete foundation to support the building and the solar panel array. The building and solar array are as low profile as can be designed to meet the International Building Code. a. Entryway 1. Orientation with street-Not applicable for this application. 2. Visibility-Not applicable for this application. 3. Solar Orientation-The building is oriented for the installation of solar panels on the roof. The solar panels are an integral part of the power supply for the communications site. Thank you for your assistance on this project. Please contact me with any questions. Sincerely ~~~~ Philip B. Vaughan President PVCMI-Land Planning Division Page 1 of 1 , 3/15" CI-lOPPED FIBERGLASS WITI-l WHITE GEL COAT FINISH 1/2" A.C, EXT. PLYWOOD 2, BLOCKING 3-1/2" R-MAX (R-22) 1/2" A/C PLYWOOD ~/WHITE FRP J-l/2" GLASS (R-ll) 1/4"x6" 5,5. BOLT HEAD SELF TAPPING SCREW @16" O.C 4" BASE COVER BLACK w/90' CORNERS 1/8" INDUSTRIAL GRADE TILE I-I/Z"POLY (R-6,26) /1-1/8" T&G FLOORING 2-3/4,1-1/2 JOISTS LAID FLAT @16" O,C 00 o 2.8 ROOF JOISTS @8" O.C. CUT TO SLOPE FROM CENTER KANT SAG CLIP HRT-7 OR EOUAl TO CONNECT \ TOP PLATE TO JOISTS (2)2,4 TOP PLATE J/16" CHOPPED FIBERGLASS w/STONEFLAKE fiNISH AND CL[AR GEL COAT 3/8" A.C. PL Y\\'OOD 2,4 STUDS @12" O.C J/8 B.C. PLYWOOD (8)38-3/S" LONG STEEL I/S" CHOPPED STRAPS w/(21)lOd NAILS FIBERGLASS (EACH CORNER & BOTH 1/4xJ 5,5. flAT SIDES OF DOOR) ~EAID6"P~I,~~'PS 2x4 BonOM PLATE ~~~~~~~~~~~~~~§~'=.~~~,"t2'2 EDGE RAIL CONT. CJ'4.1 CHANNEL 3,2,1/4" TUBING , , C6>8.2 CIiANNEL 56,12.5 BEAM CONSTRUCTION DETAIL **FRAMING MEMBERS AND SPACING MAY BE CHANGED IN ORDER TO MEET WIND, SNOW, AND SIZE SPECS //0"<' I C_H[L o 16" O.C '" 10' X 16' SKID PLAN TSJ",2",1/4"\ /CJ,4, I CHANNEL AT 16 D.C. SO,11.5 9"", , ,,<,1e_HEl o a" O.C , 6.6,2 CtWlNEl l1fl1"emS (0 "P.) 4",6",1/4"" PLATE, II ' w/1 1/4" HOLE l>-II \ ~ '0,. V J/16" 56,12.5 BEAM~ LIFTING EYE SCALE' 1 1/2"-1' 0" ti" ol , , ~"'"V I /1'<;1." l~'"O'eo,,~ ------I I I I I ,',5' DOOR 5TOOP I I I I l ) ~# '-------------.-/'1 '" 10'X16' SUGGESTED FOUNDATION ·f , 1/8" THICK STRAP 1f (21)IOd,1 1/2" I/S" THICK STRAP t:/V(15)-IOd , 1 1/2"' II FRONT VIEW Ig 5',5' OOOR STOOP I STRAP D ETAI LS SCALE: 1"_1' 0" .!iQIE.; 6~~C~N sf6"[CHO?t'6NlRR lR11'~[ (6 REQUIRED) '@"" I TOP OF CONCRETE ):(0 ):(0 ANCHORBOLT DETAIL SCALE: 1 1/2" " 0" o 0 0 00 o 0 o o o o o o o o o o o o o o o o o o o o 0 o 0, l<§ 15 ffiDl !!. I ):(0 ", FLOOR PLAN DB 205 & 205T (2) ,ILUMINUM STANDOFF BRACKETS (2) 2015-JC INSULATOR (I) 10"X20· TIN CO~TEO GROUND BAR (4) 3/S"XI-:\" LAG eOLlS (4) 3/4"XI" HEX HEAD BOLTS " ):(0 0):( 56 , 12.5 BEA1~ 5/8" ANCHORBOLT \ 1/2" PLA"c_;::::~oiI!lIIJl,..j CONCRETE SLAB , , " :.~ " .. TIE DOWN DETAIL SCALE: 1 1/2" l' 0" [ , S ~ "' ~J;' -G)T HYDROGEN 5/8" ANCHORBOLT #4 REBAR,\ /6,6 -REINFORCEMENT , " L, ~ 'I" , . , GRADE • 'I 'I ,,9,~ 1W1=~1®1; I:-I,Il ITLI,l ~I EW~ll, !LfT,Ib kl1TrI1Ll! :n~l~L~ITUImllL ~ w I ~ > /", .. #3 REBAR AT 36" D.C. "J ~ I I, ~ " 0 } ~ ~ 10 ffi1 SECTION A-A ~ I I 0 SCALE: 1" l' 0' ~ w .1 I w ~ I~ ~ , 0 I :" I' I ~ '1 "I '<i) _" ~ , 1--'-'--1 " CONCRETE FOUNDATION CORNER DETAIL REV DATE 11/15/10 SK ~ ~ct -===c I-15 -------1 ~ -------1 ~~ u m X cD X 0 " "r0212 DRAWING NO 10212A Oft/>.W~ S, KEY RELEASE D~TE Z « ~ ~ 0:::: 0 0 ~ LL 11/1/2010 APPROVED BY: ( DAlE SHEET NO 1 2 SCALE: 1/2 "~1 '-0" I , AI.wl ' l . n f-----fl . ~ I I ~ >-1 ~ . -I Ll I. ... ~~., ----'L-----'--~-------' ~I =:r -UJ f--Z x =:> -0 <.D 2 ~ 0-::: x « ---.J 0 0 ~ ~ (j) JOB NO. 10212 C>RIo'h1NG NO 10212A 'AA~ s. KEY RELEASE OATE 11/1/2010 APPROIitO BY: I DATE (SHEET NO. -2 2 CALE: 1/2" -l'