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HomeMy WebLinkAbout300 W Oak St - Miscellaneous/Sign Drawings - 07/19/2016SIGN SPECIFICATIONS 1. REFER TO SIGN COMPANY'S DRAWING(s) FOR MORE DETAILS. 2. ALL DESIGNS, DETAILING, FABRICATION AND CONSTRUCTION SHALL CONFORM TO: 20121BC ACI AISC AMERICAN WELDING SOCIETY LOCAL BUILDING CODES &ORDINANCES 3. MATERIAL PROPERTIES: STEEL PIPE: ASTM A53 GRADE B STEEL TUBE: ASTM A500 GRADE B THREADED ROD: ASTM A193 GRADE 87 STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES. & PLATES: ASTM A36 WELDING ELECTRODES: E70XX 4. WELDERS SHALL BE CERTIFIED FOR TYPE OF WELDING. 5. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS FURNISHED BY OTHERS. 6. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO PROHIBIT CORROSION. 7. THE CONTRACTOR ONSTALLER) IS RESPONSIBLE FOR THE MEANS & METHODS OF CONSTRUCTION IN REGARDS TO JOB SITE SAFETY. 8. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER. 9. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, ARE BY OTHERS, 10. INSTALLED FASTENERS MUST MEET OR EXCEED THE VALUES SHOWN IN THE LIST ON THE CALCULA'nONS SHEET. 11. ALL ANCHORS SHALL BE STAINLESS STEEL. 12. WALL SIGNS ATTACHED TO EXTERIOR WALLS OF SOLID MASONRY OR CONCRETE, SHALL BE SAFELY AND SECURELY ATTACHED BY MEANS OF METAL ANCHORS, BOLTS OR EXPANSION BOLTS OF NOT LESS THAN 318' DIAMETER AND SHALL BE EMBEDDED AT LEAST 5 INCHES. 13. WOOD BLOCKS SHALL NOT BE USED FOR ANCHORAGE, EXCEPT IN THE CASE OF WALL SIGNS ATTACHED TO BUILDINGS WITH WALLS OF WOOD, 14. A WALL SIGN SHALL NOT BE SUPPORTED BY ANCHORAGE SECURED TO AN UNBRACED PARAPET WALL. LAG BOLT ANCHORAGE INTO WOOD 3- MIN, EMBEDMENT. 15. A THREADED ROD MAY BE USED FOR THRU BOLT CONNECTION (USE WASHER AND DOUBLE NUT OR CRIMP THREADS BOTH ENDS TYP.) 16. SIGN MUST BE ATTACHED TO OR THROUGH SOLD BLOCKING. ATTACHMENT TO SHEATHING ONLY IS NOT ACCEPTABLE. 17. AT E.I.F.S. INSTALLATIONS INSTALL WITH PIPE SLEEVE, SEAL ALL PENETRATIONS. 18. THIS DESIGN FOR ANCHORAGE TO EXISTING STRUCTURE ONLY. BUILDING DESIGNER TO VERIFY ADEQUACY OF STRUCTURE TO RESIST THE ADDITIONAL LOADING, THIS ENGINEER NOT RESPONSIBLE FOR EXISTING STRUCTURE, 19. CHANNEL LETTERS AND WALL SIGNS ARE BY OTHERS 20. ELECTRICAL RACEWAYS ARE BY OTHERS. Mo I 209 WEI LE, TES SEE 37019 MCM1e&bMlylz. "ONE 865-584-0999 FAX 865-684-5213 , 22'-0• ' 760 W .©o-�- 5— -7— 161-1,kc9 NOTES 1'F EYE -BOLT LIFTING LUG 1.) SEE MANUFACTURERS DRAWINGS (2 REOD) FOR ADDITIONAL DETAIL AND RED L.E.D. DISPLAY DIMENSIONS. (DESIGN & BUILT BY SCHLOSSER SIGNS) ' CLIENT - SCHLOSSER SIGNS 2012180 ' 130 MPH WIND SPEED, EXP, C MMENDED LOCATIONS FOR FASTENERS • SEE CHART FOR SIZE AND TYPE (20 REQD; 10 TOP & 10 BOTTOM) FASTENER CHART STAINLESS STEEL MIR BPI 4 3!8.0 THRU BOLTS MASONRY, WOOD, METAL T///��� WASHER W( / DOUBLE NUTS OR CRIMP THREADS ( STEEL ANGLE BLOCKING ( (BYINSTALLER) SIB' 0 THRU BOLT cue. x.a ANON WOOD STUD WALL) 4a ...T: 300 W. Oak Street; Fort Collins, CO DRAWiNn Tm e: Key Bank Temp Display 2X WOOD BLOCKING (BYINSTALLER) r WASHER W) DOUBLE NUTS OR CRIMP THREADS 318' 0 THRU BOLT 46 �'• (WOOD STUD WALy piI.WN BY: bIF.CKFp qY: pJMM.IO, DATE: AJO DSA 160138.15 L 3•s3'xlt4' (2 REDD) 12k3' C-SECTION FROM AROUND OUTSIDE IJ ei.00049667 07/05/16DWG. SIGN SPECIFICATIONS 1. REFER TO SIGN COMPANYS DRAWING(s) FOR MORE DETAILS. 2. ALL DESIGNS, DETAILING, FABRICATION AND CONSTRUCTION SHALL CONFORM TO: 2012 ED ACI AGO AMERICAN WELDING SOCIETY LOCAL BUILDING CODES & ORDINANCES 3. MATERIAL PROPERTIES: STEEL PIPE: ASTM A53 GRADE B STEEL TUBE: AS FM A500 GRADE S THREADED ROD: ASTM A193 GRADE 87 STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES, & PLATES: ASTM A36 WELDING ELECTRODES: E70XX 4. WELDERS SHALL BE CERTIFIED FOR TYPE OF WELDING. 5. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS FURNISHED BY OTHERS. 6. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO PROHIBIT CORROSION. 7. THE CONTRACTOR QNSTALLER) IS RESPONSIBLE FOR THE MEANS& METHODS OF CONSTRUCTION IN REGARDS TO JOB SITE SAFETY. 8. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER. % DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, ARE BY OTHERS. 10. INSTALLED FASTENERS MUST MEET OR EXCEED THE VALUES SHOWN IN THE LIST ON THE CALCULATIONS SHEET. 11. ALL ANCHORS SHALL BE STAINLESS STEEL. 12. WALL SIGNS ATTACHED TO EXTERIOR WALLS OF SOLID MASONRY OR CONCRETE, SHALL BE SAFELY AND SECURELY ATTACHED BY MEANS OF METAL ANCHORS, BOLTS OR EXPANSION BOLTS OF NOT LESS THAN 3V DIAMETER AND SHALL BE EMBEDDED AT LEAST 5INCHES. 13. WOOD BLOCKS SHALL NOT BE USED FOR ANCHORAGE, EXCEPT IN THE CASE OF WALL SIGNS ATTACHED TO BUILDINGS WITH WALLS OF WOOD. 14. A WALL SIGN SHALL NOT BE SUPPORTED BY ANCHORAGE SECURED TO AN UNBRACED PARAPET WALL. LAG BOLT ANCHORAGE INTO WOOD 3' MIN. EMBEDMENT. 15. A THREADED ROD MAY BE USED FOR THRU BOLT CONNECTION (USE WASHER AND DOUBLE NUT OR CRIMP THREADS BOTH ENDS TYPJ 16. SIGN MUST BE ATTACHED TO OR THROUGH SOLID BLOCKING. ATTACHMENT TO SHEATHING ONLY IS NOT ACCEPTABLE, 17. AT E.I.F.S. INSTALLATIONS INSTALL WITH PIPE SLEEVE. SEAL ALL PENETRATIONS. 18. THIS DESIGN FOR ANCHORAGE TO EXISTING STRUCTURE ONLY. BUILDING DESIGNER TO VERIFY ADEQUACY OF STRUCTURE TO RESIST THE ADDITIONAL LOADING. THIS ENGINEER NOT RESPONSIBLE FOR EXISTING STRUCTURE. 19. CHANNEL LETTERS AND WALL SIGNS ARE BY OTHERS 20. ELECTRICAL RACEWAYS ARE BY OTHERS. McBI KNOXVILLE OFTICE 299 WEISEARBER F0. KNOXVILLE, TENNESSEE 37019 mlch.., W.O of . PRONE 865-584-0909 FAX 56S584-5213 wwv vnrA \� aumvcone zmzlac Imvenana faow.l Lv eaw vr«„re. Ma✓S. zu vv wrd l4YaDR.na Asc[>.1v nmN anfaaw.n, M[.n RmrxNNl.n 1mn wrwsReaR,v mpn mwmaMrfula. K. , 1.0 Lv F.wv,recenr'em.4 Ln cIm Aso wY,a lmafuta.r us vmcln lreuY,.. ns 1 MnL Viie ]me WATow Albw. AMror wom nmu wry i N4 3/tl lal Rtll W.d ] Noy ] :NY lCM[lat Me,onry&Llry&kl iry1 3pp lip Rep',mine�p eNl. rce,RMvmeun WattY•et m,4u[I re. ]tt'rn,Y awt Mamn IxoYowF wam.[m-ro,m stag ]m 35a. _ s No ]m F•wmMn ROR 1N,wIry l.IneJl;cmwto zW Jm. s 6 Ne Oilier 011ler SW SW Oe,WRIL0I fW]N MOVHri0 WRIL nl'1. non son wa lslnn 1-1. u m mNl.]R�xF.r��meamm0mm O�L�m�©OO��mO oo0mm� ao®®mom' mom®mom 00000 oammm NOTES i.) SEE MANUFACTURERS DRAWINGS FOR ADDITIONAL DETAIL AND DIMENSIONS. CLIENT - SCHLOSSER SIGNS 2012 SO '130 MPH WIND SPEED, EXP. C CALCULATIONS 1 .1 YT.Y— 1 J 1 P Eu: 300 W. Oak Street; Fort Collins, CO Key Bank Temp Display ONAFTvE.1 >nNDV DMWNO NO, �O 0't0'G419N6E6E7e'•D 160138.15 07/05/16 'AJBOYMDOCCOMM.p DWG. PTEe OM - °�oouoocooaoo 'S�%6 SIGN SPECIFICATIONS 1. REFER TO SIGN COMPANY'S DRAWING(s) FOR MORE DETAILS. 2. ALL DESIGNS, DETNUNG, FABRICATION AND CONSTRUCTION SHALL CONFORM TO: 2012 ISO ACI AISC AMERICAN WELDING SOCIETY LOCAL BUILDING CODES & ORDINANCES 3. MATERIAL PROPERTIES: STEEL PIPE: ASTM A53 GRADE B STEEL TUBE: ASTM AS00 GRADE B THREADED ROD: ASTM A193 GRADE 87 STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES, & PLATES: ASTM A36 WELDING ELECTRODES: E70XX 4. WELDERS SHALL BE CERTIFIED FOR TYPE OF WELDING. 5. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS FURNISHED BY OTHERS. 6. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO PRORBROORROSION. 7. THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS & METHODS OF CONSTRUCTION IN REGARDS TO JOB SITE SAFETY. 8. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER. 9. DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, ARE BY OTHERS. 10. INSTALLED FASTENERS MUST MEET OR EXCEED THE VALUES SHOWN W THE LIST ON THE CALCULATIONS SHEET, 11. ALL ANCHORS SHALL BE STAINLESS STEEL. 12. WALL SIGNS ATTACHED TO EXTERIOR WALLS OF SOLID MASONRY OR CONCRETE, SHALL BE SAFELY AND SECURELY ATTACHED BY MEANS OF METAL ANCHORS, BOLTS OR EXPANSION BOLTS OF NOT LESS THAN 3R' DIAMETER AND SHALL BE EMBEDDED AT LEAST 5 INCHES. 13. WOOD BLOCKS SHALL NOT BE USED FOR ANCHORAGE, EXCEPT IN THE CASE OF WALL SIGNS ATTACHED TO BUILDINGS WITH WALLS OF WOOD. 14. A WALL SIGN SHALL NOT BE SUPPORTED BY ANCHORAGE SECURED TO AN UNBRACED PARAPET WALL. LAG BOLT ANCHORAGE INTO WOOD 3' MIN. EMBEDMENT. 15. A THREADED ROD MAY BE USED FOR THRU BOLT CONNECTION (USE WASHER AND DOUBLE NUT OR CRIMP THREADS BOTH ENDS Tm) 16. SIGN MUST BE ATTACHED TO OR THROUGH SOLID BLOCKING. ATTACHMENT TO SHEATHING ONLY IS NOT ACCEPTABLE. 17. AT E LF.S. INSTALLATIONS INSTALL WITH PIPE SLEEVE. SEAL ALL PENETRATIONS. 18. THIS DESIGN FOR ANCHORAGE TO EXISTING STRUCTURE ONLY, BUILDING DESIGNER TO VERIFY ADEQUACY OF STRUCTURE TO RESIST THE ADDITIONAL LOADING. THIS ENGINEER NOT RESPONSIBLE FOR EXISTING STRUCTURE. 19. CHANNEL LETTERS AND WALL SIGNS ARE BY OTHERS 20. ELECTRICAL RACEWAYS ARE BY OTHERS. C 2Z-0' 4 1 1/4' 300 HILTI HLC ANCHOR 0 NOTES LIFT EYE BOLT LIFTING LUG 1.) SEE MANUFACTURERS DRAWINGS (2 REOO) FOR ADDITIONAL DETAIL AND DIMENSIONS. RED L.E.D. DISPLAY (DESIGN & BUILT BY SCHLOSSER SIGNS) ' CLIENT- SCHLOSSER SIGNS ' 2012 IBC - 115 MPH WIND SPEED, EXP. C L 3'x"/4' (2 REOD) 1 n3' CSECTION FROM AROUND OUTSIDE WASHER W/ DOUBLE NUTS OR CRIMP THREADS I I I I STEELANGLE BLOCKING (BYINSTALLER) VB' 0 THRU BOLT (NON WOOD STUD WALU 4a M B I KNO%V11 I. F nFFMF ECT: 300 W. Oak Street; Fort Collins. CO v 3BB W KNO%NIECE, TENNE58EE ILLE, TdNN SS DMWIND imE: 37910 mII bm 4c. PHONE 985-504-D99B Key Bank Temp ..... FA% 085.5&T5213 Display _MMENDED LOCATIONS FOR FASTENERS - SEE CHART FOR SIZE AND TYPE (20 RECD; 10 TOP & 10 BOTTOM) FASTENER CHART STAINLESS STEEL 819 3 3I8' 0 HILTI HLC ANCHOR MASONRY & CLAY BRICK 4 318- 0 THRU BOLTS MASONRY, WOOD, METAL 2X WOOD BLOCKING (BY INSTALLER) WASHER W1 DOUBLE NUTS OR CRIMP THREADS 30 0 THRU BOLT �\ � IT& (WOOD STUD WALL) OMAMO : pFCA V.11 0 04966 7D160138.15 07/05/16 o%DWG SIGN SPECIFICATIONS 1. REFER TO SIGN COMPANY'S ORAWING(S) FOR MORE DETAILS. 2. ALL DESIGNS, DETAILING, FABRICATION AND CONSTRUCTION SHALL CONFORM TO: 2012ISO ACI AISO AMERICAN WELDING SOCIETY LOCAL BUILDING CODES & ORDINANCES 3. MATERIAL PROPERTIES: STEEL PIPE: ASTM A53 GRADE B STEEL TUBE: ASTM A500 GRADE B THREADED ROD: ASTM A193 GRADE 87 STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES, & PLATES: ASTM A36 WELDING ELECTRODES: E70XX 4. WELDERS SHALL BE CERTIFIED FOR TYPE OF WELDING. 5. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS FURNISHED BY OTHERS. 6. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO PROHIBIT CORROSION. 7. THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS & METHODS OF CONSTRUCTION IN REGARDS TO JOB SITE SAFETY, 8. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE USED AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER, 9, DESIGN OF DETAILS AND STRUCTURAL MEMBERS NOT SHOWN, ARE BY OTHERS, 10. INSTALLED FASTENERS MUST MEET OR EXCEED THE VALUES SHOWN IN THE LIST ON THE CALCULATIONS SHEET. 11. ALL ANCHORS SHALL BE STAINLESS STEEL. 12. WALL SIGNS ATTACHED TO EXTERIOR WALLS OF SOLID MASONRY OR CONCRETE, SHALL BE SAFELY AND SECURELY ATTACHED BY MEANS OF METAL ANCHORS, BOLTS OR EXPANSION BOLTS OF NOT LESS THAN 38' DIAMETER AND SHALL BE EMBEDDED AT LEAST 5INCHES, 13. WOOD BLOCKS SHALL NOT BE USED FOR ANCHORAGE, EXCEPT IN THE CASE OF WALL SIGNS ATTACHED TO BUILDINGS WITH WALLS OF WOOD. 14. A WALL SIGN SHALL NOT BE SUPPORTED BY ANCHORAGE SECURED TO AN UNBRACED PARAPET WALL. LAG BOLT ANCHORAGE INTO WOOD 3-MIN. EMBEDMENT. 15. A THREADED ROD MAY BE USED FOR THRU BOLT CONNECTION (USE WASHER AND DOUBLE NUT OR CRIMP THREADS BOTH ENDS TYPJ 16. SIGN MUST BE ATTACHED TO OR THROUGH SOLID BLOCKING. ATTACHMENT TO SHEATHING ONLY IS NOT ACCEPTABLE. 17. AT E.I.F,S. INSTALLATIONS INSTALL WITH PIPE SLEEVE. SEAL ALL PENETRATIONS, 18, THIS DESIGN FOR ANCHORAGE TO EXISTING STRUCTURE ONLY.. BUILDING DESIGNER TO VERIFY ADEQUACY OF STRUCTURE TO RESIST THE ADDITIONAL LOADING. THIS ENGINEER NOT RESPONSIBLE FOR EXISTING STRUCTURE. 19, CHANNEL LETTERS AND WALL SIGNS ARE BY OTHERS 20. ELECTRICAL RACEWAYS ARE BY OTHERS. 1J-1 'MNDWA 8„IMnECpee WW WpCrllerla t "EZ1 ITpo,aiMYf a(W.1 ASCE]10 Dl,enb III Fe4w, E, ].0 085 paSa Pniturt. i{y/4, Mran RaM HeyN;n 1].]pil -1mh'. W'M SPaeyv Er ve CM ]]s.0 T.11WI, NO.,X. [ AWW Lwefa[amV 1.0 0.6 Ey .Coalp[Nn,4 VFIz Pre we. l.P N 1 MMt UW Typa wailsvw 'w^u. Nbw. Manor I wm! NMea •. >o"ry t w Sle'ue eon. wooe ppp Mp t T, - 3 Yef l8'WWIILC .SM,w MawNYGOav bkl[ Yp Im' 't a Ra 1Mn WaGnaraa, 4larbmaeWMSry NOr a rn cimuepN Mnunrvlxauow4 wum. cuwu,m veel -9m. 5m _ s x0 s/r Eawwbn eon MMourvlFUNel.comaN 9m sm 5. 6 ab OIM pxer' Sm - yp WAII SIGN FI. FLUSN MOUNT TO WALL De Yn 9"2 Wa .pnana„M. ro 01:1a1.:'.-smrra�•)•000��000. CALCULATIONS ®tiS}Ta�® aommo� aomm®0 oomm®0 NOTES 1.) SEE MANUFACTURERS DRAWINGS FOR ADDITIONAL DETAIL AND DIMENSIONS. CLIENT - SCHLOSSER SIGNS '201218C ' 115 MPH WIND SPEED, EXP. C M I KNnXVIt LE nFRQ9 PRO ECTNo 0049667 : PR WN OV: -En'En' COMM.K. OAE DR.uMNa 300 W. Oak Street; Fort Collins, CO AJO DSA 160138.15 07/05/16 209 WEISGARBER RO DWG.. �'• NNOXVILLE. TENNESSEE 'OFUWI.111 E: SpEV.. oATE F. By O,ST^ NQ IN£Q,Q PHONE \- TlChpclbTMlnC. PHONE Bf1M1-380-0999 2 S, .ONALE .................. FAX Key Bank Temp Display ��accuu000� 9 ,.. 7•a- GN..- �, SIGN TYPE 7 SCALE OUANTRY MM JOB TYPE Pn.vte e7"03-1334 jjW�'B i gw,R e,;70�50o-� CNN's. Y 5571 M70mftH eCf Loveland, CO 80538 24'-6` DOTTED LINE REPRESENTS SIGN CLIENT. KEY BANK - FORT COLLINS SALESI ALEX SCHLOSSER Rev. NI 14236 03- O DESIGNER, A VALASEK Rev.:2: ADDRESS, 300 W. OAK ST, CUSTOMER APPNOIIAL, Rev. N3: FORT COLLINS, CO DAn Rev. N4: PAGE J< OF Rev. M5: J� DOTTED LINE ` REPRESENTS SIGN AREA: /IA lF0 TM3f INO TENP UNR 1'=1'-0' $ RECEIVE L INSTILLMM CAMOPI' ELEVITIOMS V_ v� 11 L�.n .- P7o-5M 1334 CLIENT, KEY BANK -FORT COLLINS • +— S /Hb0 EB • 870-583-0443 1-888-309-5571 P S'1CNS ZINC 35M7 D,rr Hnna CI ADDRESS, 300 W OAK ST, Luv41lead. CO 80S38 I FORT COLLINS, CO MEP 1. EY,.0 "Cf 1q AS C.KNSAt 1. THE TIME SALES, ALEX SCHLOSSER Rev.#1 1423603'10 DESIGNER, J. VALASEK Ray. Mi: CUSTOMER APPROVAL, Rev. #3: Ray. N4: PAGE I OF EE Dam Rev. NS:34 E VSE OF. WV GMPMCS GR i11E CONS TRUCTION CF 11l SIGN SIWL MTE ONE EMIC IS STRICT LV FIRB k IN TE 1Y TRIG SVCH M1 ExNBIl1pN OCCL IN1M 1g .1,I. 4LED IN CNIES NG TIER DE8IW6 SCHlD55EN SIGNS. IXC. NIO+ V,'J+P�1o[intain-Fcve ' � ijlllllljlli ! - ' � � • �. _ ter• � � �. ' f � �.- 0 r' W 105°:04'_4944" 300 W Oak St *lWlJot el 4 f Q r i r. •• �, ;uogle H �, Go Ie earth � Ima9ty;.Uale[.6/19/. 0-35'09M" N 105'04'53.23'; W elev 5006 ft eye A 6011 ft Q