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Home My WebLink AboutApplicationcEt Ga rfield County ,.. _ , ... Co mun ity Development Department RF LE I V t. 108 8th Street, Suite 401 SIGN l'EftMIT Al'l'LICATl e N Fe ftM i""Jl"'·r -1 r1 )1]')bGlenwood Springs, CO 81601 ' .... ' • .\ t (970) 945-8212 ,_ ,, ,., l·ls:.:.!., -! :;()u ~w~w.garfield-county.com ,--.•. ji•·11r-~~T-..-r·1r:>Jll U?~i•. t-.1 APPLICANT Owner/Applicant ) I .'!!. Name: Adam Smith, Vantage Aviation ~-~f;hone: ( 727 )267-8852 Mailing Address : 4 Star Point, Ste 204 City: Stant ord State: CT Zip Code: 06902 E-mail: asmith@vantageair.com Representative (Authorization Required) Name: Roaring Fork Sign and Lighting Company Phone: ( 97 o ) 963-8190 Mailing Address : 455 Buggy Circle , Unit A City: Carbondale State: CO Zip Code: 8 1 623 E-mail : pm@rfsigncompany. com SIGN INFORMATION 2177 134 oo 20s A· a Assessor's Parcel Number: ____ -___ -__ -___ - Physical/Street Address: 375 County Road 352, Rifle, CO 81650 Zone District: p A Sign Height: Li,' g ., Sign Size (sq.ft): 178 87, 175 ,13, 30 42 & 5B ,37 qw~;fl., l!i Sign is Illuminated l!i Sign is Located on the Same Property as the Associated Business ***Applicant shall submit a detailed sign site plan, and a rendering of the proposed sign including specifications. Engineered drawings may also be required.*** I have read the statements above and have provided the required attached information . which is ' correct and accurate to the best of my knowledge. July 27, 2026 Signature of Property Owner 42.l SQ i:-,--~Sc~s Date OFFICIAL USE ONLY Approval Date: _.., __ o._,_/_.,J .... 9-1-A'-""a ___ (o ___ _ t t ($25 + $1 per square foot of sign area per side) NETJETS Project No. 191228 Ne1Jets Signage Package 375 County Road 352 Rifle, CO 81650 RIF DESIGN SPEClflCATIONS IBC 2018 with CO amendments ASCE 7-16 .. ~._~,~.._ • ., •. ACI 318-14 AISC 360-16 W 1nd V • Sn(;w"P~ 120 47 DESIGN LOADS n 1p ;;JE R~,oau1Q iu..l I Risk Cat. C II S1: Mounting verification of proposed signage required by production and confirmation by field team .. 11 1~2£ PG: 01 of 13 I I IDENTITI I I SIGNAGE I BRANDED ENVIRONMENTS I MAINTENANCE (South) A2 Gable -Wall Sign (West) A2 Gable -Wall Sign SIGNAGE CRITERIA Code: Wall signs: Two (2) SF per lineal foot of building frontage NTE 180 SF. A wall sign shall be allowed on the runway and public access side of each building , All signs subject to Airport Director Approval. Monument sign: Max height: 30 Fl, Max sign area per face: 150-All signs are subject to Airport Director Approval I 200' x 2 = 400 SF, NTE 180 SF 200' x 2 = 400 SF. NTE 180 SF 200' x 2 = 400 SF. NTE 180 SF NTE 150 SF DESIGN SPECfACATIONS IBC 2018 with CO amendments ASCE 7-18 .............. -.,..~,.__,_, ACI 31 1-14 .-.o..~,.,.~..,-.. ic-,.,. AISC 360--U!I ~-.-•-...-• . ..._ ..__ WindV• Snow Pi • 120 47 DESIGN LOADS mphlExpo!lure psi AiskCat. 2000 Center Drive C 11 Suite C411 IDENTITI Hoffm,o Est,tes, IL60t92 W.O.No. 191228 Addreu 375 County Road 352 Office 847,301 .0510 ident,ti.net City, ST Rifle, CO 81650 ..... Orig. Draft 03 , 1 1.2026 Project Mgr. Chrissie Sutherland Designer GG [ . . t-··-··-··-··-:-·-··-··-··-.. -··-··-··-.. -·.-··-··-··-.. -··-··➔ I i- ~ t t !fl r 1-~-tTH" f"""'f""t➔: •--r-• ·- i io . ~ I ; : ~ ! ~ I ··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··J (:,,J/:>~.., •• ,..;,,a,,1~ • h.41 lf!~f .. ~ 1tJ,Ul'OJG flP 1013112027 PG: 02 of 13 Rev. Art Liz Morgan Rev. Date 04 27 2026 Page Rev. 001 . ~ ~ 0 NETJETS North ~ Ii. Sit;0 Plan E x teri o r ..,, c:o:::c I t:ttn I c:c::o I c:I:O fa:::i::::o • 0 ELEVATION -EAST, A2 (GABLE} "°""" 0 ELEVATION -NORTH, A2 (GABLE! HQ'°"l • B 0 ELEVATION -WEST, A2 (GABLE) NOSC~t.E 2000 Center Drive Suite C411 W.O.No. 191228 Orig~ Draft 03, 11.2026 Rev , Art N/A IDENTITI Hoffman Estates, IL 60192 Address 375 County Road 352 Project Mgrr Chrissie Sutherland Rev. Date 00 .00,0000 ortice 847 301 0510 City, ST Rifle, CO 81650 identitinet Designer GG Page Rev. 000 c::::t 0 ELEVATION -SOUTH, A2 (GABLE) NOSC-'1.E B B B B B • NETJETS DES(ON SPECIACATIONS IBC 2018 wilh CO amendments ASCE 7-16 """'""-"""~'-'~lo,4>-'<'11'-'l~mn&O.ho,\,,,.,.,.,.., ACI l11·1' ~----~..,-•,, ... ....-- 360-16 si-,.,<•""'''°' ~"''""'"'"''"'c"'""''' DESIGN LOADS 120 mp Ill Exposure C 47 psf Risk Cat. .. ,■ 239 ' {!.o1.lJ ;.l rn ~w .. 11.1 f ,M11f!'?Ef .. t;! }ll,IQQ?&, Exp .10/3112027 PG: 03 of 13 Plan View: Overview Exterior ol . .,, __ .nl :0 l',:t-«.'4hl C • ol \'•1;:a,1U 1•1 1 ,r,s:,.w.1" :tor.f"Wit,\\."1(4 L,,i~ ~•:) •1 .:.• ,& • \t-.'Y...,,C•i •ta ..,i.:.t-.:. ".,_,,,.., ~r.r,..,,.I;.;), • ._,j-:-1J"l lU1 ,;c,r1,1~sir·,o • 1.11a".t:::•1~1orcrr1,[u,:i to1 117,.1,c ,1111mr:, ;~:); ITTCl,r-'.J ),1,1c:1~·1uu111·,,.r.111cr! r:,1srHO'l'cl 495.00" (41'-3") ._ Ii, ii! _______________________________ 2400.00" ______________________________ ,.. (2 ~;-r1 i §-~J-D 2: :; ...., PROPOSED SCALE: 1/16" = 12" ELECTRICIAN TO BRING POWER TO CENTER OF SIGN CENTER LIGHT FIXTURE TO BE REMOVED BY GC, TO ALLOW FOR SIGN PLACEMENT ALL ELECTRICAL ACCESS WILL BE ON THE EXTERIOR OF THE BUILDING -°1 • ALLOWED SF: 180 Proposed Letterset SF 126 28 Proposed Sign SF 178.87 (26'-5 ½") • ,,,,, I 297 ,50" (24'-9½") ' •r IDS""••-•M• ___ ~ _._ =---~·--·~~~~-~ _ -c--·~·--·-~ _ w = , .. SITT,o ·N .. E •• TJE TS,-. . -- 42 .50" I • 1 .I f ,._ ...., CONSTRUCTION OVERVIEW 2000 Center Drive Suite C-411 IDENTITI HoffmanEslales,IL60192 Office 847.301 0510 identiti.net W.O. No. 191228 Address 375 County Road 352 City, ST Rifle, CO 81650 .. ,1, ~~ ~_....,.. h Orig. Draft 03 , 11 ,2026 Project Mgr. Chrissie Sutherland Designer GG 81 -125" 61 .125" (3'-6 ½") . • , : , (6'-9 1/e") (5'-1 'ie") . • , . l ......_______ ., : . - -1 ' ----------!_~ .. ·---"'9 ~----j -. Rev , Art Liz Morgan Rev. Date 05.06i2026 Page Rev. 002 Face:WhiteAcryHc ..11111 Vinyl: JM J6J5-21 0Whlio0,~/Night Digitally Printed to M L"l fch PMS 289 C DES.IGN SPECIFICATION$ IBC 201B with ASCE 7-16 AC I 316-14 AISC 360-16 S....,c,1>c.,.,-.,.1.,..~.._, ... ,•~u\Hu11<11""' WindV • Snow Pg== ■ Backer: Fox Gray to match Building N/A 120 47 DESIGN LOADS mph Exposure C o,t Risk Cat. II Exp , 10/31/2027 Sign Type: Signage: LED Channel Letterset -S 1-2 :::J::: 4"String t-E t-1 .. ~~'?Sf.~ l 11.l'10N,1 PG: 04 of 13 ■ Trim Cap & Returns: PMS 289 C N/A Front-Lit on Backer East Elevation •-ff> ioll ... ll,th4n• -.cu ....... , . !"o•11t \ ..... • 11 ' ,~-■-~ •r'I ■-.. fl ,_ ... ~Ul'JI"-,.., ...... ,,., 11 • .,., ..... '" 2000 Centc1 Drive Suite C4 11 IDENTITI Hollman Estales, IL 6019 2 Office 847.30 1,0510 identiti.net . '" .,. W.O, No . 19122B Address 375 County Road 352 City, ST Rifle, CO 8 1650 Orig Draft 10'--0" {on c.ontar) 03, 11 .2026 ,o,o· ., (oncenlef) Rev. Art Liz Morgan Project Mgr, Chrissie Suthe rlan d Rev, Date 05~06 2026 Designer GG Page Rev. 002 •--·;. .. ,,1 •.i.•,~:~H'41141(•lli,1 11,1 11••i•••fl ••l"l•t.•.".9U ► ill••• ~11,\"\• I .. t ell~ C/L ~ F~ce:, Whit<:! Ac1yl1 c : .11111111111 Vinyl. 3M 3635-210 While Day/Night C Digitally Printed to Ma tch PMS 289 C 8 ■ Tri m Cap & Returns: PMS 289 C JU+ 11'""-...... , 4" x 4" Stringers Behind Panel (Pai nted to Match Facade) GC TO INSTALL ANGLES TO GIRTS FOR ATTACHMENT OF SIGN 10'-0" (on cen1er) li-SCE 7•l6 .. _,..~..., ACJ 3 1 .. 14 •~....__,.,.....,....,_.<-_ AISC 360-·18 '---...-.. .. -,. .............. DE:SIG N LOADS Wind V • 120 mpt, E~•~ ~-P•~~ #0&,1i;Ca1 C u EAP 10/Jl/2027 ■ Backe 1: Fox Gray to malch Buildmg Sign Type: Signage: N/A LED Channel Letterset -S 1-2 .. -,. .. -..... 1;1 ,n- PG: 05 of 13 N/A Front-Lit on Backer Mounting Overview 1'Pl'l1 I,. 1•• ,r •••-kfJ-•· a1:.J1&, •;!,-.-, ... ,, ... ,-~ .. . --------~ ----~ ---~ --... ~--.. ~ . ---·~ -~ ~;, ;,NETJETS 1,--------------------------------------- LETTER SPECIFICATIONS r-,\ 0.063 ALUMINUM RETURNS (3 " DEPTH): \.:.J PAINTED TO MATCH PMS 289 C (o\ 2" TRIM CAP: (WITH JEWELITE WASHER HEAD PHILLIPS SCREWS) ~ PAINTED TO MATCH PMS 289 C f':l\ 3/16~ ACRYLIC FACE: \V PLEXIGLAS 7328 WHITE WITH FIRST SURFACE APPLIED VINYL (7\ LED UNITS (WHITE): \::!..) ALL LEDS TERMINATED WITH WIRENUTS ® ® 0 0.090 ALUMINUM BACK: PRECOAT WHITE FINISH MOUNTING HARDWARE (NON-CORROSIVE): APPROPRIATE TO SECURE TO FACADE TYPE AND SUPPORT STRUCTURE WEEP HOLES WITH LIGHT BAFFLES UL labels to be placed at the power source of the signage Optional per letter depending on labels used DESIGN SPEC IFICATIONS IBC 2018 with co amendmentg ASCE 7-18 _,..,_,_ ... __ Ow, ACI 318-14 --~-·........,_,.,.-i;._ .. r-,. AISC 380-16 Spoo,t,o,,u.,,,,ws.ui:,,.,,,s, .. ,e..,Laltlp Wind V,. 120 Snow Pg= 47 DESIGN LOADS mph EMposure psf Risk:Cat. 2000 Center Drive Suite C411 C I DENTITI Hoffman Estates, IL 60192 Office 847.301.0510 identiti,net W.O. No. 191228 Address 375 County Road 352 City, ST Rifle, CO B 1650 Orig. Draft 03 11 2026 Project Mgr. Chrissie Sutherland Designer GG BACKER SPECIFICATIONS ® ULLISTEDHOUSING: SECONDARY WIRING SPLICE POINT (WHEN NEEDED) ® UL LISTED HOUSING CONTAINING LED POWER SUPPLY: DISCONNECT SWITCH FOR DEDICATED PRIMARY POWER CIRCUIT @ ® @ @ @ PRIMARY POWER CIRCUIT (PROVIDED/PERMITTED BY OTHERS) TO BE PLACED WITHIN 5 FEET OF CENTER OF SIGN CONDUIT: SECONDARY ELECTRICAL RUN 0.090 ALUMINUM SHOEBOX PANEL: PAINTED FOX GRAY (TO MATCH FACADE) L3"X3" X 114" ALUM ANGLE RETURNS (BONDED WI 403119 SIGNLOC): PAINTED FOX GRAY (TO MATCH FACADE) MOUNTING HARDWARE TO SECURE SHOEBOX PANEL #10 HEX SCREW INTO ANGLE FRAME ~ ANGLE FRAME MOUNTED TO FACADE: ~ L3"X3" X 114" ALUMINUM ANGLE (TOP & BOTTOM) @ @ @ @ RIVETED VERTICAL ALUMINUM RIBS (3/16" LARGE FLANGE RIVET): 1-1/2" X 1-1/2" X 1/8~ ALUMINUM ANGLE (AMOUNT VARIES ON WIDTH) MOUNTING TO BE VERIFIED APPROPRIATE TO SECURE BACKER TO STRINGER SUPPORTS 4" X4" x 3/16" STEEL STRINGER SUPPORTS PAINTED FOX GRAY (TO MATCH FACADE) MOUNTING TO BE VERIFIED APPROPRIATE TO SECURE STRINGER SUPPORTS TO FACADE Rev. Art Liz Morgan Rev. Date 05.06.2026 Page Rev. 002 ~ Face: White Acrylic ~ ~ Vin)'l . 3M 3635-2 l D Wt'tl l,:. Di,1,y /Night ~ OlgilO lly Printed to MOie!, PMS 289 C 8 ■ Trim Cap & Returns: PMS 289 C • •••,~·•41 .... ■..·J1,,J1J th _MR ,■J.liJHlll 1•••ftP,.',.~, .. , ..... III ll:,.1&.'l,_•-, 1l~1 ■•.,._,.1,. _._, .- NUCOR BUILDINGS GROUP R-PANEL VERTICAL METAL WALL PANEL SYSTEM )4">------ 4) 11 •tll FB1 );~:J;.~R SECTION ON BACKER PANEL Backer: Fox Gray to match Building N/A N/A r--s tt~~~ 1'111QQ:.-(I 83.50" (6'-11 ., ... ... -'" IDENTITI ~ l ,11 .. ,,., • EXISTING OAW OF BUILDING TO BE VERIFIED ELECTRICIAN TO BRING POWER TO CENTER OF SIGN ALL ELECTRICAL ACCESS WILL BE ON THE EXTERIOR OF THE BUILDING 350 .25" (29'-2 ¼") • PROPOSED 72 _00" i~-~~?.;· N E T I E T S (6'-0") L . L SCALE: 1 /4" = 12" 2000 Center Dri11e Suite C411 W.O.No. 191228 Orig, Draft 03.11.2026 Rev, Art MM Hoffman Estates, IL 60192 Address 375 County Road 352 Project Mgr. Chrissie Sutherland Rev. Date 05 .14.2026 Office 847 .301 .0510 City, ST Rifle, CO 81650 Designer GG Page Rev. 003 identiti.net Face: White Acrylic N/A ..ii Vinyl: 3M 3635-210 White Day/Night N/A Digitally Printed to Match PMS 289 C ■ Trim Cap & Returns: PMS 289 C N/A ••-u · 1. ,;•11,,. •1-•i.,-un1u1--..·,,-,.,,lli\•·.,...1 lt t\'111 • •1"11 ALLOWED SF: 180.0 PRO POSED SF · 175.13 DESIGN SPEC IA CATIONS tee 2018 with co amendments ASCE 7-16 -~ ............ ,o-.""""-· ACI 31&-14 y....-,.c-11o .... , __ ,. • ...,51,...,,.,.1c ........ AISC 360-16 ~•-""~, .. ,,. •• ,:!.I ... ,~ DESIGN LOADS WindV .. 120 mph E~osure C Snow Pa .. 47 psi Risk Cat. r-s t't'd!!ffist;! 11\~ [§] "' 0 0 :... .. Member Code Checks Displayed Results for LC 1, 1 OD+□ 6W Reaction and Momeni Units are kips and kip-ft Node Reactions (By Combination) LC Node Label X[k] V[k] N23 -2.63 -1.192 Nl5 -3.06 -1.261 N31 3.06 -1.261 4 1 N27 2,63 ·1,192 Totals: 0 -4.906 6 1 COG(ft): X: 31.1 ... V: 5.538 -1627 ~ Z(kl -1.827 2,964 2,964 ·1,827 2.273 1' l .233 (2) 1/2n0 A325 Bolts per/Localion ·1 627 0 '! ~ - t MX(k·ftJ MY[k·fll MZ[k-ftJ 0 0 ~ 0 0 0 0 0 0 0 0 t: .,...,.i--.:.= : "- ·- 1 1127 Code Chock (LC 1) No Cale > LO .90 -t :0 .76-,90 .60 -,75 0-50 ; ,.,, \' 201 T DESIGN SPECIFICATIONS 18C 201S with co amendments ASCE 7-18 --....,_,...._.,,,.fo ____ .. ACI 318-14 a.,-.,,,.c-.n,...,., ....... ,,..11<,..,,.,.,c:, .. ,"''' AISC 360-1& lo(>0 <•~••-1Dt'il""'"""''.ilnl8 .. io<lft1• DESIGN LOADS w,ndv .. 120 mph Exposure C SnowP_!• 47 PSI Risk.Cal. II Engineers Notes: • Alumin um box rrame installed to 4x4x3/16" Steel tube with S/16•0 Thru-Bolts or HIL Tl 5/16-24 Kwik-Flex with SS Washers through top and boHom horizontal angles@ 48" O.C. with a 2" max . side clearance , • HSS 4x4x3/16" Steel lubes installed lo existing vertical steel supports verified by building engineer to withstand reaction loads with Two(2) 112"0 A325 Thru-Bolts per/Mounting location min d HSS4"x4" X 3/16" / / L3x3x1/4" Alu Sh,el Tube Top I / m. Perimeter Frame':~ Bottom / '-··1 -101 ' i -• ,O j --v.~ T 2 *' : .. I 2399 NJ-34 A-2 r--c Manasquan, NJ 08736 C (973) 570-8215 MURDOCH IINGIN ■■,.ING murdochengineering,com projecis@murdochengineering.com PAEPAREOFOA: 2000 Center Dri ve Su ite C411 IIDENTITI Ut11fmo1n ES1ales.,JL 60192 Ofli tt 847 301 0510 idtntili,ne\ NETJETS 2J MAI 375 County Road 352 Rifle, CO 8 1650 •---~-•~-··· -• I " -~'?Hg-;! 111.&mr:."'d -5.1 B IDENTITI -'"' EXISTING -'"' PROPOSED ALLOWED SF: 180.0 ELECTRICIAN TO BRING POWER TO CENTER OF SIGN PROPOSED SF 30 ~2 ALL ELECTRICAL ACCESS WILL BE ON THE EXTERIOR OF THE BUILDING PLACEMENT PENDING CONSTRUCTION COMPLETION RENDER IS AN ESTIMATION ONLY 2000 Center Drive Suite C411 W.O.No. Hoffman Estates, IL 60192 Address OHice 847.301 0510 City, ST identitl,net 191228 i 30.01" (2'-6") l 375 County Road 352 Rifle, CO B 1650 rN 21.00" (L Orig.Draft 03.11.2026 Project Mgr. Chrissie Sutherland Designer GG 146,00" (12'-2") ____________ ___,.., ETJETS SCALE: 1 /2" = 12" Rev.Art MM ~ Face: White Acrylic N/A ~ Vinyl: 3M 3635-210 White Day/Night Rev. Date 05.14.2026 ~ _.llillll Ofgftally Printed to Match PMS 289 C N/A Page Rev. 003 8 ■ Trim Cap & Returns: PMS 289 C N/A .... ,. ~ ,'1., ..... c.•~ •• ' .. r.t,., ...... DESIG N SPE CIFICAT IO NS IBC 2018 wilh CO amendments ASCE 7•18 ~-._......., .. Mo,.,,._..,., ACJ 318-14 a.-t.----.., ... ~ .... "'-"''"· AISC 360-1& ...,_,_.,.0,,,,...-1,.,,.......,.. Wind V • Snow Pa:• 120 47 DESIGN LOADS mph,Exposure psi Risk Cat. C 239 Exp 10/31'2027 Sign Type : Signage : LED Channel Letterset -S 3 1'1-U?ltt~ PG: 100113 Front-Lit, Flush Mounted West Elevation r,,~if!,!,ICll,1111 lfl ::i•J., 0~( ,l/,Lll(1~.·.1,1e1r, ).I'~' ,'Hlllll,.C.ll (Hl/.!.lli~Yllltlll~ I· 1:1\r-~(1111•11: IDENTITI NETIETS LETTER SPECIFICATIONS (:i"\ 0 063 ALUMINUM RETURNS (3" DEPTH): \.V PAINTED TO MATCH PMS 289 C (':;\ 2" TRIM CAP~ (WITH JEWELITE WASHER HEAD PHILLIPS SCREWS) \V PAINTED TO MATCH PMS 289 C 3/16" ACRYLIC FACE : PLEXIGLAS 732B WHITE WITH FIRST SURFACE APPLIED VINYL LED UNITS (WHITE): All LEDS TERMINATED WITH WIRENUTS 0 090 ALUMINUM BACK: PRECOAT WHITE FINISH MOUNTING HARDWARE (NON-CORROSIVE): APPROPRIATE TO SECURE TO FACADE TYPE ANO SUPPORT STRUCTURE WEEP HOLES WITH LIGHT BAFFLES UL. LISTED HOUSING: Engineers Connection Note : NUCOR BUILDINGS GROUP R-PANEL VERTICAL METAL WALL PANEL SYSTEM ---------<t ,r .. 4 J 11 •IH 0 0 ® ® 0 ® ® @ SECONDARY WIRING SPLICE POINT (WHEN NEEDED) UL LISTED HOUSING CONTAINING LED POWER SUPPLY: Provide Fasteners through letter backs wilh washer top and bottom, using lhe fastener schedule for existing wall construction type lo determine the fastener type and quantity per/Leller Lo install 5) II ~ @ DISCONNECT SWITCH FOR DEDICATED PRIMARY POWER CIRCUIT PRIMARY POWER CIRCUIT (PROVIDEOIPERMITTEO BY OTHERS) TO BE PLACED WITHIN 5 FEET OF CENTER OF SIGN WATERPROOF FLEXIBLE CONDUIT: GROUNDED WALL PASS-THRU (WATER TIGHT SEAL) UL labels to be placed at the power source of the signage Optional per letter depending on labels used FASTENER SCHEDULE (DM Lette,.) WAIL CONSTRUCTION MASONRY 1CMU-EFISIDRVVIT EFISIORVVIT --DIAM. QTV OVERinin. tlZ-OVERGVPSUl41 Sock) PLV\JOOO DEHSGLASS ru1 1t. H .. .,-,., ... ,...,,.. .. THRIHl<U 3/8'-4 YES YES {MIN ll'"" a~•~M, O.VALT"IJBL EXPANSNJN or 8CAEV BOlT• ANCHOR 3/8" ' YES' NO 110 LAGBDLT 3/8" 4 NO ,·soL.OW00D 110 PENETRATlO II REQ'O SNAP TOGGLE BOLT 3/8" 4 F THROUGH 6LOCK YES ONLYWTTI11.11N ll•• TYPEIIC FACE PL YWOOO SACKER let-Sm.. 1/4" 4 HO NO NO NETALPANEL OVER METAL STUD YES HO NO YES wth plywOOd bacil:er YES nl0 1.-S-Alum or 11I6"SteeJ 1 )fa.ltlntffan.tw-inilnt,II.UOK 111t\l-qinll!IK1.IYr-C'll fi"a.llltfna-07'8,K't,..wE tlMhtw41 U'!Cf ~,O:-lttt«Gs;10,,11H.1 i .1b.p,lnl.!Ort lltltllOfS l'tql#t a llilffllm s• sokl masonry elri>edrnen t 119\alled per/lee-guide for waB e<rnstrucbon type llf:""'1"«M1JIIWl)'■1m&t-ct0i~11oceen~• ◄J T1l..S.ct1w,1UAliG R~t SS»t.w -rU1'fftjc-.Nllll'~F:~tO. S 11lttv-&b LAJ,.1b-l.Joil R.«li,~-r,fQ-Udx3116" SU ........ 1...,_PIOOCI Uit$fNo,-2)f~ 1PIIIIIC11JtwGt2lwaJ ~;f.t ttct.trk!l,,,R.o,a 2000 Cenler Or,ve Suite C41 I W.O.No, 191228 Orig~ Draft 03 11 ,2026 Rev, Art Liz Morgan Hoffman Estales, ll 60192 Address 375 County Road 352 Project Mgr Chri ss ie Suth erland Rev. Date 04.24 .2026 ONice B47.301 0510 City, ST Rifle, CO 81650 identiti.net Designer GG Page Rev. 001 1, i.r:~ .. .a" ..... tw-, .... ·,1. .... ...... u u ~ ..ill ~-Face: While Acrylic Vinyl : 3M 3635-21 0 """'• 0.y/N;ghl Digitally Printed lo M•tch PMS 289 C Trim Cap & Returns: PMS 289 C F1 N/A N/A N/A £) II •4 t:!:I ····· ])-----~ LETTER SECTIO N SCALE•N,T.S ''" l•ril-'lfol DESIGN SPECIFICATIONS I BC 2018 w ith co amendments ASCE 7-18 ----~•~to--•• ACI 318-14 .,_1~.....,._.._.., __ .....-_,_, AISC 360-16 ......... ..,,.,, ... ,.,,.., .... !, .. ,b .. """c' DESIGN LOADS WindV• 120 mph E11posure C Snow P1 • 47 p_sl Risk Cat. II t-E t't'.!~'?SS.~ Ut~1j, ~ 1, All MATERIALS ANO WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE INTERNATIONAL BUILDING CODE (IBC). 2 CONSTRUCTION METHODS AND PROJECT SAFETY: DRAWINGS ANO SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE ANO DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION, TAKE NECESSARY PRECAUTIONS TO MAINTAIN ANO ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION , THE EOR WILL NOT ENFORCE SAFETY MEASURES OR REGULATIONS THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS, AND REGULATIONS , 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO THE START OF CONSTRUCTION AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES THAT ARE FOUND. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS . 4. All OMISSIONS AND/DR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIF ICAT IONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FIELD INSPECTOR. THE ENGINEER SHALL PROVIDE A SOLUTION PRIOR TO PROCEEDING WITH ANY WORK AFFECTED BY THE CONFLICT OR OMISSION , S. WHERE NO CONSTRUCTION OETAIL.5 ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, CONSTRUCT IN ACCORDANCE WITH THE STEEL CONSTRUCTION MANUAL, 14TH EDITION OR 2010 ALUMINUM DESIGN MANUAL ~ 6 WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAIL IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE. 7 ANY CHANGE TO THE DESIGN AS SHOWN ON THE DRAWINGS REQUIRES PRIOR WRITTEN APPROVAL FROM DESIGN ENGINEER OF RECORD BEFORE CONSTRUCTION . 8 WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAWINGS OR APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR . 9. VERIFICATION: VERIFY All DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK . NOTIFV THE EOR IMMEDIATELY OF ANY DISCREPANCIES , EXISTING CONDITIONS: l a IF EXISTING CONDITIONS ARE NOT AS DETAILED IN THIS DESIGN, THE INSTALLER SHALL CEASE WORK AND NOTIFY MURDOCH ENGINEERING IMMEDIATELY. 2, MURDOCH ENGINEERING WILL NOT BE PERFORMING ON-SITE INSPECTIONS OR VERIFICATION S. IT IS THE RESPONSIBILITY OF THE INSTALLER, STRUCTURE OWNER, AND PROPERTY OWNER TO IDENTIFY EXISTING CONDITIONS AND CONTACT MURDOCH ENGINEERING WITH ANY DISCREPANCIES OR CONCERNS. 3. INSTALLER SHALL CONF IRM THE DIAMETER AND THICKNESS OF EXISTING M EMBERS AND NOTIFY MURDOCH ENGINEERING OF ANY DISCREPANCIES. 4. INSTALLER SHALL INSPECT ANO CONFIRM THE QUALITY OF EXISTING STRUCTURE AS •1N GOOD REPAIR". IF THERE ARE ANY INDICATIONS THAT THIS IS NOT THE CASE, INSTALLER SHALL CEASE WORK IMMEDIATELY AND NOTIFY MURDOCH ENGINEERING. S. ANY EXISTING INFORMATION SHOWN HAS BEEN FURNISHED BY THE PERSON(S) OR COMPANY THIS DOCUMENT WAS PREPARED FOR (SEE TITLE BLOCK). MURDOCH ENGINEERING IN NO WAY CERTIFIES THIS INFORMATION AS "AS-BUILT• IF THERE IS ANY REASON TO BELIEVE THE E)(ISTING COND1T10NS DETAILED HEREIN ARE NOT ACCURATE, MURDOCH ENGINEERING SHALL BE NOTIFIED IMMEDIATELY STEEL f.'s"fEEL SHAPES SHALL CONFORM TO THE FOLLOWING: ROUND HSS SQUARE/RECT HSS THREADED ROD STEEL PLATE STD. PIPE ASTM ASOO, GR B ASTM ASOO, GR B ASTM A36 ASTM A36 ASTM AS3, GR B 2, BOLTS SHALL CONFORM TO ASTM A307 UNO .. Fy=42 KSI MIN, Fy=46 KSI MIN, Fy=46 KSI MIN. Fy=36 KSI MIN. Fy=35 KSI MIN. 3. BOLTS AND THREADED ROD SHALL BE HOT-DIP GALVANIZED PER ASTM F2329 UNO . 4. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 UNO S. NUTS SHALL CONFORM TO ASTM AS63~ 6 WASHERS SHALL CONFORM TO ASTM F844. 7 STEEL HARDWARE SHALL BE HOT-DIP GALVANIZED PER ASTM A1S3 UNO 8. WELDING : a. WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AWS 01,1 AND AISC SPECIFICATION , CHAPTER J_ WELDERS SHALL BE CERTIFIED AS REQUIRED BY GOVERNING CODE AUTHORITY. WELDING SHALL SE DONE BY ELECTRIC ARC PROCESS USING LOW•HYDROGEN ELECTRODES WITH SPECIFIED TENSILE STRENGTH NOT LESS THAN 70 KSI UNLESS NOTED OTHERWISE. b, All SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR ICC CERTIFIED WELDER WITH ACTIVE STATUS AT TIME OF WELDING c, UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE WELDS PER AISC SPECIFICATION, SECTION J2, TABLE J2 ,4 d, BASE PLATES SHALL BE WELDED ON TOP ANO BOTTOM WITH CONTINUOUS WELDS OF AT LEAST 1/4M (IF PLATE 15 CUT TO FIT TUBE INTO PLATE) !11otrl!l...._~_,1N1u«Mlto-,t.co'lt.l,,wnW14~~~ IIIO .~-ti4 IM~ NCi'l!l'f~W IO'HM tiiLtN•1n, .....,,~~r,.p.a,"IMd:c::=:::=;.~=~~--~~ ~1'1MOIIW~--OC Devj11bon 1 horn l/1al d,raw,ng $!'1i1 1 not be made wllhoul ccnaulUng Mltldoch E.nglneel'v,g In ea se of lnconiirul!J u between dra"""!IS, ~dRcallons, and d111i1115 nclvdi:d In i:omract d=en\5 , Murdoch Eneineenng i;ha l decade wluch 1nd11:abon mus l DI! /ol lowlld 80d lhu· dec11,on shall be final Cop~hlMurd<Xh Engineering All nghli:rM.arved ~ 1. FABRICATE AND ERECT ALUMINUM IN COMPLIANCE WITH THE ALUMINUM ASSOCIATION (AA) 2020 ALUMINUM DESIGN MANUAL (ADM) 1, THE SPECIFICATIONS FOR ALUMINUM SHEET METAL WORK (ASM3S), ANO IBC CHAPTER 20. 2, PIPE AND TUBE SHALL BE 6061-T6 PER ASTM B241 OR 8429 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=lS KSI MIN. 3. STD STRUCTURAL PROFILES SHALL BE 6061·T6 PER 8308 WITH Ftu=38 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=lS KSI MIN . 4 , SHEET AND PLATE SHALL BE 6061·T6 PER ASTM 8209 WITH Ftu=42 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=15 KSI MIN. S. EXTRUSIONS SHALL BE 6061-T6 PER ASTM B241 OR 8429 WITH Ftu,.38 KSI MIN, Fty=35 KSI MIN, Ftuw=24 KSI MIN, Ftyw=lS KSI MIN. 6, All SHOP AND FIELD WELDS SHALL BE PERFORMED BY AN AWS OR ICC CERTIFIED WELDER WITH CURRENT STATUS AT TIME OF WELDING 7, UNLESS A LARGER WELD SIZE IS INDICATED, PROVIDE MINIMUM SIZE WELD PER ADM. ALL ALUMINUM WELDED JOINTS SHAU HAVE WELD SIZES OF AT LEAST\ INCH 8. FILLET WELDS SHALL NOT EXCEED THINNEST MEMBER WALL THICKNESS JOINED, 9. ALUMINUM WELD FILLER SHALL BE 53S6 ALLOY 10 WELDING PROCESS GMAW OR GTAW SHALL BE IN ACCORDANCE WITH AWS 01 .2 - 11 ALUMINUM CHANNEL LETTERS SHALL BE CONSTRUCTED Of 0,090" RETURNS ANO 0,125" BACKS MINIMUM, UNLESS A LARGER SIZE IS INDICATED ON DRAWINGS , THIS NOTE SHALL SUPERCEDE DRAWING DET AIL.5 12.PROVIDE NEOPRENE GASKET BETWEEN DISSIMILAR METALS TO PREVENT GALVANIC CORROSION 13.ALUMINUM DIRECTLY EMBEDDED INTO CONCRETE SHALL BE CAPPED AT BOTTOM ANO COATED WITH BITUMINOUS COATING OR POLVURETHANE WHERE IN CONTACT WITH CONCRETE. 14,FASTENERS BETWEEN DISSIMILAR METALS SHALL BE STAINLESS STEEL 316, CONCRETE & REINFORCEMENT l MINIMUM 28-DAY COMPRESSIVE STRENGTH (fc') SHALL BE 3,000 PSI THE MAXIMUM WATER TO CEMENT RATIO SHALL BE 0.45 BY WEIGHT. A MINIMUM OF 5-3/4 BAGS OF CEMENT SHALL BE USED PER CUBIC YARD WITH A SLUMP OF 4~ +/-1 2. REINFORCEMENT TO BE ASTM A615 GR 60, Fy=60 KSI UNO 3. CALCIUM CHLORIDE OR ADDED CHLORIDE IS NOT PERMITTED 4, VIBRATION: ALL REINFORCED CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS S, CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318·11 6 PROVIDE A MINIMUM OF 2-1/r COVER OF All EMBEDDED STEEL REBAR AND A MINIMUM OF 6 INCHES Of COVER FOR DIRECT BURIED PIPE OR TUBE MEMBERS. FOUNDAllONS L CONCRETE POURED INTO CONSTRAINED EARTH EXCAVATIONS MUST CURE UNDER PROPER CONDITIONS FOR A MINIMUM OF 7 DAYS PRIOR TO SIGN BO)( INSTALLATION. (EXCEPTION : IF THE OVERALL HEIGHT OF THE SIGN IS LESS THAN 20 FEET ANO THE SIGN IS ADEQUATELY BRACED AGAINST WINO LOADS FOR A MINIMUM OF 4 DAYS, THE BOX MAY BE INSTALLED THE SAME DAY AS THE FOOTING IS POURED) 2. FOOTINGS MUST BE POURED AGAINST UNDISTURBC:0 EARTH SOIL BACKFILL IS UNACCEPTABLE WHEN A SONOTUBE IS USED AS THE FORM, CONCRETE SHALL BE USED TO BACKFILL THE SPACE BETWEEN THE SONOTUBE AND UNDISTURBED EARTH 3. COLD WEATHER PLACEMENT: PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS OR LOW TEMPERATURES. DO NOT POUR CONCRETE DURING OR WHEN FREEZING TEMPERATURES ARE ANTICIPATED WITHIN 3 DAYS OF POUR, BOTTOM OF FOOTING TO BE INSTALLED AT OR BELOW FROST LINE. 4 REINFORCEMENT IS NOT REQUIRED FOR DIRECT BURIAL TYPE SIGN FOOTINGS FOR SIGNS OF 25 FEET OVERALL HEIGHT OR LESS, DIRECT BURIED STEEL SHALL EXTEND TO 6 INCHES FROM BOTTOM OF FOOTING S FOR ANCHOR BOLT/ BASE PLATE -SQUARE FOOTINGS, PROVIDE A MINIMUM OF ltS VERTICAL REBAR@ 12" O.C., 4~ OFFSET FROM PERIMETER, TOP AND BOTTOM OF FOOTING. PROVIDE #3 HORIZONTAL TIES@ 12" O.C. Unless otherwise noted. 6, FOR ANCHOR BOLT/ BASE PLATE-ROUND FOOTINGS, PROVIDE A MINIMUM OF SIX (6) VERTICAL '5 REBARS , EVENLY SPACED, 4" OFFSET FROM FOOTING PERIMETER & IB HORIZONTAL TIES, 12" 0 ,C, UnJCIS.S oU,e,wi~ not ed. 7 ANCHOR BOLTS SHALL BE TIED TO REBAR CAGE AT A MINIMUM OF TWO LOCATIONS PER ANCHOR BOLT 8 FOOTING DESIGN ASSUMES FOOTING SHALL BE EXCAVATED ANO POURED IN 1,JNOJSTURBEO NATURAL EARTH , CAPABLE OF WITHSTANDING A MINIMUM 1,S00 PSF VERTICAL DESIGN BEARING PRESSURE AND 200 PSF/FT OF DEPTH OF LATERAL BEARING PRESSURE. 9. IF CLAY, SILTY-CLAY, ORGANIC OR Fill SO IL IS ENCOUNTERED UPON EXCAVATION , CONTACT MURDOCH ENGINEERING FOR FOOTING DESIGN MODIFICATION PRIOR TO CONSTRUCTION. 10. PORTION OF STEEL SUPPORT EMBEDDED INTO CONCRETE SHALL NOT BE PAINTED , IT SHALL BE CLEAN BARE METAL FOR PROPER ADHESION TO CONCRETE SCOPE OF WORI<: 1. LIMITS OF LIABILITY TO EXTEND ONLY TO THE QUANTITY INDICATED ATTEMPTS IN PART OR IN WHOLE TO INSTALL GREATER QUANTITIES THAN THOSE SPECIFIED WITHOUT CONSULTING MURDOCH ENGINEERING SHALL VOID ALL PROFESSIONAL LIABILITY AND COVERAGE, 2 WALL SIGN ENGINEERING LIABILITY IS LIMITED TO BUILDING CONNECTIONS DES IGN SPEC IFICATIONS IBC 2018 with CO amendments ASCE 7-18 H, .. ,.,,,.,o, ... "'""'"'.._.,,...,.~.,"'"'•~•..,,.-,, ACI 318-14 11 .. ,..,,,.c-R."'"'""-••""Sr.• ....... c.,,,.,.., AISC :.eo-10 ........,._._w..,.~ 2399 NJ-34 A-2 r--E Manasquan, NJ 08736 ~ (973)570-8215 ~ r:l~~~~.t:! murdachengineering.cam projecls@murdochengineering .com PA(PAREDFOR: I 1 2000 CenlerDtIve Suite C4I1 IDENTITI HoflmanEslates,IL60 192 ~ I ~l;~cl~ti~~:1301 0510 ~OJCCTTITU: NETJETS i'R,OJ£CTADORESS : 375 Counly Road 352 Rifle, CO 81650 2339 NJ 34, MANASQU -~~-~'.:4,£ . x:.. ~UAt/••.~ "?' o,,-. ~ ~\ : PE.0049287 : \ .: (973)6,'A 'J' - )(~ ... ~' '"',;;;;;;: ~ oc;l'l,Pt , i,:'l'IV'lfHII' C • Uc IIPE00492B7 Exp. 101J 1t2027 '17Wt5 111LE: PG: 13 of 13 GENERAL NOTES DESIGN LOADS fiiiffi• rE B W1nd V • Snow P1_• 12D 47 mph &-,p02,1,11g £.sf AiskCal. C II NET/ETS NUCOR BUILDINGS GROUP R-PANEL LETTER SPECIFICATIONS (:,\ 0 063 ALUMINUM RETURNS (3" DEPTH): \.'..) PAINTED TO MATCH PMS 289 C ® 2" TRIM CAP: (WITH JEWELITE WASHER HEAD PHILLIPS SCREWS) PAINTED TO MATCH PMS 289 C 3/16-ACRYLIC FACE : PLEXIGLAS 7328 WHITE WITH FIRST SURFACE APPLIED VINY L LED UNITS {WHITE): ALL LEDS TERMINATED WITH WIRENUTS 0.090 ALUMINUM BACK: PRECOAT WHITE FINISH MOUNTING HARDWARE (NON-CORROSIVE): APPROPRIATE TO SECURE TO FACADE TYPE ANO SUPPORT STRUCTURE WEEP HOLES WITH LIGHT BAFFLES VERTICAL METAL WALL PANEL SYSTEM --------et 4 1----l!----• Engineer-a CohnociJon Note: 0 0 ® ® 0 ® ® @ UL LISTED HOUSING: SECONDARY WIRING SPLICE POINT (WHEN NEEDED) UL LISTED HOUSING CONTAINING LEO POWER SUPPLY: Provide fas.ton.ors lhrough letter backs with washer lop and bottom, using lhe fastener schedule for exisling wall construction type to determine the fastener lype and quantlty per/Letter to install . DISCONNECT SWITCH FOR DEDICATED PRIMARY POWER CIRCUIT PRIMARY POWER CIRCUIT (PROVIDED/PERMITTED BY OTHERS) TO BE PLACED WITHIN 5 FEET OF CENTER OF SIGN ® WATERPROOF FLEXIBLE CONDUIT: GROUNDED WALL PASS-THRU (WATER TIGHT SEAL) UL labels to be p laced at the power source of the signage Optional per letter depending on labels used FASTENER SCHEDULE (OM Letters) WAU CONSlRUCTION MASONRl' fCMU-EFIS/DRl'VIT EFIS/Dfh'VIT HARDVIUIE DWI. QlY. Eloct) OVER ain. 112· OVER GVPSUMI PlY\ICJCXJ OENSGlASS Olil'l·w,rfeA ... "'"" THAlMIOLT 3/8" 2 YES YES (l,\IH JJa&• ~.-""""' O.YALTDBL EXPAIHIION01SCREV 3/8" 2 YES~ NO NO OOCl'•MN:1ton LAG BOLT 3/8" 2 NO 1"SOLOWOOO NO PENETRATION REQ'O SIIAP TOGGLE BOLT 3/8" 2 F THROUGH BLOCK YES OHLYWITlilm 3W 1VPEIIC FACE A. YWOOD BACKER T.t-SGrn 1/4" 2 NO NO 110 METAL PANEL OVER METAL SlUD YES NO tlO YESwthpl)<WDD<I baci<H YES11 1o 118""Ai.lmor 1/16"Steel \)f~tlt."'aJWnflltrr~ Thrv-'l9118'd.swcw~ll:i.in cre,a.: wff•11G,rwfU1,tt111a-crkt" .. ,l!Klu:tn., l' \ bPlftu111 fll(IIQf'l l~,>n"II • mr.m,wn, s• 1C'ld masonry eni>edment in&l1111ed perllec-gu~e lor wd comi.trucmn type J >l llfll-.PY19111:!11y111r:itClD~build111gconnecbon! -41 JTt\.-.Scr 1u 1i' 11toAJum ~1-SSSci:tW" .. ,!i'J'fii.ru,,~11,tR4"(1,n'ltd !'lhf1,1,1Sot1 (.U.Thr~~~...-to~S-S4l ,,__ P!Gml~'".M1,11t1t,11o;1BM1olWt1~Tf,y,,.dt.tlJ'b~Aotl 2000 Center Drive W.O . No. 191228 Orig. Draft 03.11 .2026 Rev. Art Liz Morgan Suite C411 IDENTITI HolfmanEstates,IL60192 Office 8--47 301 0510 identiti.net Address 375 County Road 352 Proje ct Mgr. Chrissie Sutherland Rev. Date 04.27 .2026 City, ST Rifl e, CO 81650 Designer GG Page Rev. 001 "-' • t > • ti'" ._. Ill •~ • I• 11f •••~.l\,1 ■1jf 11 ,f ..... Ye ■ • ,1,". !.: ,.,., ~ I ~ Face: While Acrylic i .... Vinyl : 3M 3635-210 While Oay /Nighl a Digitally Printed to Match PMS 289 C 8 ■ Trim Cap & Returns: PMS 289 C "' N/A N/A N/A 5) II ~ 6) U .c11 1 7 i----~ LETTER SECTION SCALE : N T.S ~.,,t .. ~l '-~;..I , (H • ••• IJ\I ,; .,, DESIGN SPECIACATIONS IBC 2018 wilh CO amandments ASCE 7-16 ACI 318-14 AISC 360-16 W lnd V • 120 SDO'W Pl • •7 DESIGN LOADS mph,E,cp osu,e -~sr RiskCaL C II 82 .00 in 6'-10" IDENTITI 53 .00 in 49 .00 in 4•.5• 4'-1" 102.50 in 8'-6 ,,,. 98.50 in 8'-2½" NET)ETS -2" Aluminum Retainer • I l I : , .. 01-----------111------3.5"0 x .226" Steel Pipe ; j Height to Match : : Cabinet Height (Interior) 26 ,00 in 2'-2" )',CJ"MJ• ~/4• • • 3" Aluminum Reveal .._ PROPOSED SCALE : 1/2" = 12 " Electrical Feed (GC SCOPE), !+---------------------Pole Diameter and Type TBD "'"" ]\_ ALLOWED SF: 150 / 30'(h) Proposed Panel SF 36 25 Proposed s,gn SF 58 .37 (4" Diameter Shown) 3000 PSI Concrete with front and back vertical rebar mats of #5RB @ 12" O.C. each way with a 3" min. concrete edge clearance at all sides Bottom of footing to be installed at or below local building code frost line. Increase depth where required, r n'.~~; l ~ ,.. :r-o- DESIGN SPECIFICATIONS IBC 2018 with co umendments ,,, ASCE 7-16 ~·-•--a-.•L--. ..... • ACI 318-14 __ ,c--....... AISC ~16 --....... .,. __ 2!_t.W~ DESIGN LOADS Wind V • 120 mph,Exposure SnvN Pa • 41 psf Risk Cel. C PG: 12 of 13 2000 Cenler Driv e ~ P4nd: Whtie Lax.an Suite C411 W.0.No. 191228 Orig.Draft 03 .11 .2026 Reu. Art Liz Morgan Address Copy : 112· Thick While Aluminum ~ • Vinyl: 3M 3635-2 10 White Day/Night Sign Type : Signage: Hoffman Estates, ll 60192 Address 375 County Road 352 Project Mgr. Chrissie Sutherland Rev. Date 04,27~2026 N/A Office 847.301.0510 City, ST Rifle, CO 81650 Designer GG Page Rev. 001 5 Digitally Printed to Match PMS 289 C ldentiti,net 8 ■ Cabinet & Skirtting : PMS 289 C N/A D/S Aluminum Cabinet & M 1 Skirting; Saddle Mounted (Qty 2) Lexan Panels with Monument Sign Applied Vinyl • , .. ,, M ,.,.,.,. lli:'.l •\V,,-1tN,1 .. ,u11 ,, ........... -,t•-•o .,_J• ~• ••11•·~-,_ ~ ,,, . ''*• •••L°'A .t.l,;ir, •1lllt.1U