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HomeMy WebLinkAboutDevelopment Application & Supplemental Information C.. CITY OF OAK PARK H�IGNTS ®D�VELOP�tiENTAPPI�1CATl 4i I- S cl J, 14168 Oak Park Boulevard 1 L4 66, 6 0 P,O. Box 2007 Base Fee: fl Oak Park Heights, MN 55082 Escrow Amount: I bDO, Ob (651) 439-4439 Fax: (651) 439-0574 Street Location of Property Z Ole —6LP � Legal Description of Property PLA —i Yk- (6SL 'T CA t� 0 Owner: Name 2 �j Address: 5��� T City: I #e.VirJ& State: 7 CY, _ Zip: "516 3` Telephone: (Honrie) 'Q - 7 ;;�� -- -�;' - 4 3 4 1 (Business) ,. t -- -­­- (Fax) (Other) ­­ .. ......... iL'-­Y ,Applicant. Name Address. (P ;�'06 .. ..... Cit State: 1-4-- zi ry 4 4 1 3 Telephone: (Horne) (Business) & -- (Fax) i (,g 3 f (Other) . ...... Type of Request(s) Zo'ning District Amendment Home Occupation Conditional Use Permit Site Plan Review Variance: Single Family Residential PUD: Amendment Variance: Other Residential /Commercial /industrial PUD: Concept Plan Subdivision PUD: General Plan — Subdivision: Minor Street Vacation — Comprehensive Plan Amendment City Financial Assistance Description of Request(s): e . rc ......... . . If a request for planning/zoning action on the subject site or any part thereof has been previously approved, please describe it below: I f �(A-P— e i-?40- G- V44 Owner/Applicant Initials RECEIVED MAY 2 2011 Qj Development Application, Page 2 General Conditions Application Review The undersigned acknowledges that before this request can be considered and /or approved, all required information and fees, including any deposits, must be paid to the City. An incomplete application will be returned to the applicant. The application approval process commences and an application is considered complete when all required information and fees are submitted appropriately to the City. Professional Fee Responsibility It is the understanding of the undersigned that all City incurred professional fees and expenses associated with the processing of this request(s) will be promptly paid upon receipt. If payment is not received from the applicant, the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. Applicants will be billed on a monthly basis for Planning, Engineering, Legal and Community Development fees as they are accrued. It is understood that interest will be charged on the account at the maximum rate allowed by the Fair Credit Act if it becomes thirty (30) days past due. Failure to pay administrative and processing fees in a timely manner may result in denial of the application. All fees must be paid at the time of application and shall be paid prior to the issuance of a building permit. The undersigned applicant further acknowledges and consents that all unpaid fees owing the City of Oak Park Heights shall be treated as unpaid utility fees and may be certified for collection as with delinquent utility billings and may be assessed against the subject real property if unpaid by October 31" of each year. Property Address i3 r f € H T ,... Date: Owner Signature ._._....._..... _ Date: Applica h 93f nNtur DBAPPLEF LLC C/O FORTRESS INVESTMENT GROUP 1345 AVENUE OF THE AMERICAS, 46 " FL NEW YORK, NY 10105 May 24, 2011 Apple Minnesota, LLC Kim Milush 6200 Oak Tree Blvd., Suite 250 Independence, Ohio 44131 Re: Master Land and Building Lease between DBAPPLEF 1..J,C and Apple Minnesota, LLC dated October 21, 2010 /Oak _Park Heights, MN Store 61020 Dear Ms. Milush: Pursuant to Article V11 of the above - referenced lease, your request for consent to the remodel of the Oak Park Heights is granted provided that such remodel shall be performed (i) in accordance with the terms of Article VII of the Lease, and (ii) the renderings and plans provided in your May 2, 2011 E -mail. This letter may be provided to the city in connection with any permit or other application or approvals, Sincerely, DBAPPLEF LL ' By: r Nam Title: V l Ce PrC'Si <a t" 4020.0148 APPLEBEE'S NEIGHBORHOOD GRILL AND BAR 13625 60 Street, North, Oak Park Heights, MN 55082 Renovation Narrative: We will construct a box on the roof, in the northeast corner of the building, a stone veneer is applied to the front entrance creating a tower affect. The sign vendor will install a standing metal seam roof cap to the top of the constructed box. New signs, awnings and exterior light sconces will be installed on the building. The parapet cap will be painted Applebee's colonial red and the exterior wooden doors will be painted Urbane Bronze. Urbane Bronze, SW 7048 Applebee's Colonial Red 0 . F PRINT 15 d, J Sp--1fV-ti.o. MIDI, apply are City Oak V.rk�S.isbta zt�w il ilo.tructiro, ..Imbaoth.rvi.. ..t.d. 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Eb tba' jinsop gjsj!"y tirs p..t. ahall onf.- to thi UP.C4fi.Atio� VADUOUA P�,' I- 777777"77777777= r. liomiqDl WoiSht .21 0 tb,IVT, vxoupt jnlvanimi� ind th. Pa." wl D.t t J Th. ..art w tibiirgf is.. and I-ti.n Dh.i be om:.�cn6. t! pp,.V. in tha �kbjd 4 y:Abiol-si ... r i d JL .1 if ll'! Sign. ahall be ... -red not 1- th,ii,1 .14or.olvo tho srcdnC� pow thit 0 --tr-1 H-.a.X od F.D 464�� Us- Poor iiha�l be la. J; ad o�ttiiia 6. c.borato wAlu 61161 ' 4 ..pla - - - ot of d-.$.d post q c aV t 0 S jjg�gj The int. j q oramr.t. ..Db orbd:�.Jdj h, i � 11 b, pot th4 typjD.l th- Divil plort;dviiiil h" th-.-D-hit-crut-1 plan. at the 1-Djaiiiinpi gntrp Do, 'Pl.o ... ot, DIMENSION -hik.atorbl pii.M-Dia-Wi Spray baring acii� "ati-9, Joint ..t6rl.l. 6tD. hill be par Han a Is on f. ro! to B go t; 19. 7 54 N.DDT y ifi. a at Joe j. All o.o-jot.srol 4,41 b. sa ihi p.-T.t. w.lk A l SP-6ifi..q.ra 7521, th p K : j J DhA l; DAN Z 940 Ail q it l4 . 9' . 401 1 S T _ ; SPECIFICATIONS: PLEXFACECHANNELLETTERS &LOGOMOUNTEDONRACEWAYS. 8 0" MATERIAL DESCRIPTION ,; 65151 ' M1 ALUMINUMRETURNSANDBACKS ,FINISHTO BE DARK ii- I!o BRONZE 313. INSIDE OF LETTERS TO BE WHITE. M2 1 " DARK BRONZE313JEWELRETRIM -CAPS. Sr 9° ICDI M3 W HITE PLASTIC FACES, LOGOTO HAVETRANSLUCENT tr 10.- ,. 1 VINVLSAPPLIED TO FIRSTSURFACE. do-9 So- M4 15mm6500 WHITENEONTU BINGWRH IN LETTERS &LOGO. 65Ef IhDKI • IMS DOUBLE RO BACK ELECTRODES WITH U. APPROVED I 1,157,1 t ELECTDE B OOTS AND 15000VO LTGTOWIRE I,1,157,1 M6 STANDARDTUBE SUPPORTS. c— I!,F1 � A��� I E ., ,'7 M7 1 /4 "WEEPHOLESASREOUIRED. MOUNTING 412u - I ��i i � . p MB MOUNTING HARDWARE (TYPE DEPENDS ON WALL 1,561 III,. t 1 / P ...^. M9 1 CONS /2" F USE SEALTREIF EXPOSEDTOWEATHER. ON). 22 . L651 ' • _____A* L _UL, M70 30M.A.NORMALPOWEfl FACTOR TRANSFORMERS. NOTE: r ^.0 I 1l,30: ■ . COLDWEATHERREOUIRE60 M.A.HIGH POWER FACT - 1 (1 AMR DISCO NSE R ■ M11 20 AMP. DISCONNECT CT S SWITCC H. • ! M12 PRIMARY ELECTRICAL LEADS -POWER TO SIGN BY OTHERS. M13 ALUMINUM RACEWAY. FINISH TO MATCH BUILDING. 5' 7 IIIF ® CIR O NE(1) 0AMP. D ` U LETTERSTION SCALE:NECOTTOSCALE nec (120VOL1) SIGN MUST BE GROUNDED IN COMPLIANCE WITH S CIRCUITDEDICATED ACTUALSQ.FT. =22.13 ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. R EQUIRED TOSIGNONLY BOXEDSQ.FT. = 33.75 I ' 1 SCALERD2TAIL0 • • • ■ SPECIFICATIONS: 3M 3630.73 ORACAL 030 DIGITALLY 7328 WHITE MATCH DARK RED DARK RED PRINTED PLASTIC EXISTING ONE ( 1) SETOFFRONTLIT ,PLEXFACECHANNELLETTERSANDLOGO RACEWAY MOUNTED VINYL VINYL TRANS. VINYL FACES il ,.. s _. • ...a.. . a Fx , .. H [} a eeS _ . , - ' 111 11 11 lilt .N_...� .,� . J ; _ : �s ; N ja r di IP - - - - - '1 .. ---47,A, .. , , Air , • ., © PROPOSED FRONT ELEVATION 4 EXISTING FRONT ELEVATION These plans property of Desl n lans are the exclusive __ C LENT: NOTES: Joe u: 0 Team Sign 0 Company P Y and are the • I OF 1 result of the original work of its employees. The are submitted to our company _ SHEET GRAPHIC REPRESENTATION ONLY They Y P Y ' Q , Applebee's, ALL MEASUREMENTS MUST BE FIELD VERIFIED $ O for the sole purpose of your consideration of whether to purchase these plans or N �� �n ■ Y �l' v 9 1 DATE ,3/1 7/1 1 DRAWING NUMBER: to purchase from Design Team Sign Company a product manufactured according `rGs Oak Park Heights, MN to these plans. Distr6tution or exhibition of the plans to anyone other than DRAWN By TH employees of your company, m use of these plans to construct a product similar SIGN COMPANY LL C. 'NOUi4wcE ALL eums ocs ME A /PICKS UNLESS o,uenA E snECmm > 0 to one embodied herein, is expressly forbidden. U the event that such exhibition or nc .c w xxx .oms ANO¢s .r SHEET NUMBER: eam Sign Company expects to be reimbursed $500 350 Pin Reeo. ,,„ TN 38372 construction occurs, Design ....r•u ' ux ro ree Reon ms v O APPROVED BY D 9 P Y P 791- 925.0 •F 73, ax Savannah, TN 38 in compensation for time and ef fort entailed in creating these plans. 800- 853 -moe. Nww.Cesi9nrezm.net ,1SPa0•I•I.Mm.E FILE Gras hies /2009 /Cor. /A••Iebees /2011 /OakParkHei. hts /FrontElevatio " SIZE SCALE: 100" 96" 96" 46" 46" 3 In I s 3 In 3 In III 78" 3 m 78" I " In - �... _ 50m I T AWNING SIDE DETAIL •. 4 1 4 u _ .._. • • • X3 G6.5 in X'4 66.5 In 3M3830 -73 ORACAL030 DIGITALLY WHITE /� DARKRED DARKRED PRINTED AWNING FRONT DETAIL VINYL VINYL TRANS.VINYL SPECIFICATIONS'. INSTALL ALUMINUM TUBE FRAMED AWNINGS. AWNING TO BE COVERED WITH POWDERCOATED METAL TO BE MATTE • • • • TIGER ORVLAC 3000 RED. AWNINGS TO HAVE TWO ROWS OF FRONT LIGHTING. Awnings should hang 5" over the top of the window and approximately 6-8" below sign or architectural break in building, =M.. �Mr • .- opktecti . panto , I , I © PROPOSED FRONT ELEVATION - 4 EXISTING FRONT ELEVATION These plans are the exclusive property of Design Team Sign Company and are the � 11 A CLIENT: I NOTES: JOB # SHEET 1 OF 1 resue of the original work of its employees. They are submitted to your company M O n� A lebee S GRAPHIC REPRESENTATION ONLY ) 0 purpose your P P P for the 501¢ of Of Ur COnSldefati0n of whether t0 purchase these plans or esi �s' U ■� I pp ALL MEASUREMENTS MUST BE FIELD VERIFIED DATE: 3/17/1 1 DRAWING NUMBER: MC to purchase from Design Team Sign Company a product manufactured according ies Oak Park Heights, MN , f to these plans. Distribution or exhibition of the plans to anyone other than DRAWN BY T H employees of your company, or use of these plans to construct a product similar SIGN COMPANY LLC. 4anAMCES „. DIMENSIONS ARE IN INCHES UNLESS OTHERWISE np re:nr o C to one embodied herein, is expressly forbidden. In the event that such exhibition or xN .0 w DR "0015 ANGLES 01 SHEET NUMBER: construction occurs, Design Team Sign Company expects to be reimbursed $500 a5ow n"GMG 8 .47;71, 5 ';',;;; — UNBPECinm .. 0,5 v APPROVED ev: compensation for time and effort metaled 'n creating these plans. 8°"53 , . . * T Asa x _ FILE: Graphics /2009/ Corp /Applebees/ 2011/ OakParkHeights /FrontElevatio . SlZE: SCALE: n LEI 7 -0" 3 .1 1 , 1/4 11'I6 "RADIUS —_ I ' I I 1 W WI . a ; $ -F, G Sit i M -71 IM -3 • 0 FRONTEYEBROWDETAIL ONE(1)REQUIRED [Viii © SIDEEYEBROWDETAIL SPRAYED 6" SEA GULL SPOT LIGHT -gem �� SILVER METALLIC Ill ^ / [M•2J l Vl-JI HM -6 J PROPOSEDBUILDINGELEVATION 6 SCALE:NOTTOSCALE ----- \1:--- -- ,.:.-5 . " 1 " .1 4; 4 ,,,,„ . mmianimms L i .. 3'-2" MOUNTINGPLATEDETAIL 4 SIDESECTIONDETAIL © 27° t 30a 27° I; y a MATERIAL DESCRIPTION M1 1 /8" CUT OUT ALUMINUMFACESANDSIDESWELDEDTOINTERNALFRAME. - - - - FINISH TO BE SPRAYEDSILVERMETALLIC. M2 INTERNAL 1 12" X 1 1/2" ALUMINUMTUBING,ALLWELDEDFRAME. M3 STAINEDTONGUEANDGROOVEREDWOODCEILINGTOBE \ // M4 F L P-1000GALVALUMEROOFPANELS. C PWj ---<_,-,_ % . M5 1 /4" A LUMINUMMOUNTINGPLATEWELDEDTOINTERNALFRAME. a M6 1/2" ALL THREAD THR U BOLTSWITHBLOCKINGONBACKSIDEOFWALL. 0 0) O u' �r Bi o M7 1 20 VOLTRECESSEDLIGHTS(OPTIONAL). x -1. I a —18 M8 PICK - UPS( EYEHOOKS) TOUNSCREWAFTERINSTALLATIONANDHOLESTO . 11V1=11 H A VEBEADOFSILICONEINSIDE. M -9 6" WHITE EXTERIOR SPEAKER BOX m -10 LED CHANNEL FOR FRONT OF EYEBROW - - --� �'._{M \ N........fin \ M7 © EYEBROWPLANSECTION These plans are the exclusive property of Design Team Sign Company and are the • Lrrm C LENT: NOTES: JOB A: SHFFr I of I result of the original work of its employees. They are submitted to your company Q GMi /� M • 7Y'` �-, � ,�� 1 � Applebee'S, GRAPHIC REPRESENTATION ONLY 0 / W ALL MEASUREMENTS MUST BE FIELD VERIFIED for the sole purpose of your consideration of whether to purchase these plans or �/MI L Y _ '�lW DALE. 3/17/11 DRAWING NUMBER: to purchase from Design Team Sign Company a product manufactured according Oak Park Heights, MN f to these plans. Distribution or exhibition of the plans to anyone other than DRAWN BY: TH employees of your company, or use of these plans to construct a product simiar SIGN COMPANY LLC. ) s Al oW NmoNS SAE A innAen UNLESS m OTHERWISE EwnEOS > 0 to one embodied herein, is expressly forbidden. In the event that such exhibition or W *000 US .Gene ANGLES .r• APPROVED BY' SHEET NUMBER: 350 Plnhook Road, Savannah, TN 38372 construction occurs, Design Team Sign Company expects to be reimbursed $500 ,,,_925,,,,,,.F.„7.3,,,,,,,, p UNSAFE FED WA MS v _ Q in compensation for time and effort entailed in creating these plans. 800 - 953 -37aa• wwwde.l9mean.net m111Eanru...L FILE Gra• hics/2009/Cor . /A. • lebees/ 2011 /OakParkHei • hts /FrontElevatio 'SIZE: SCALE: 92 in I 1 �3/4' 1/ • • welcome cfc! #, 0 SCREWS (SELF-TAPPING) I ~ 3/4" ALUMINUM S - I ... CLIPS S = 1' -0' SPECIFICATIONS: ANCHOR BOLTS (TAP - CON II) ONE (1) SINGLE FACE,NON-ILLUMINATED BREAK-FORMEDALUMINUMWALLPANEL. - WITH 1/2" THICKCUTOUTWHITE PLASTICLETTERS MOUNTEDFLUSHTOPANEL. - BREAK - FORMED ALUMINUM III FACE WALL 7328WHITE DURADONIC PLASTIC BRONZE © SIGNMOUNTINGDETAIL SCALE: NOTTOSCALE ' A P l P t (Cipplebees _ _„■■■.„ err a 'r r PROPOSED FRONT ELEVATION 3 4 EXISTING FRONT ELEVATION These plans are the exclusive property of Design Team Sign Company and are the N � CL ENT: NOTES: JOB u : SHEET) OF ) result of the original Work of its em 0 ees They are submitted to your company AMA. Y GRAPHIC REPRESENTATION ONLY e Y v Y P Y Y \ • aj (Di— A > for the 5018 o DRAWING NUMBER: purpose Of our consideration of whether to purchase these n5 Of J ( ALL MEASUREMENTS MUST BE FIELD VERIFIED P P v p cc DATE 3/17/11 to purchase from Design Team Sign Company a product manufactured according Oak Park Heights, MN y 4 to these plans. Distribution or exhibition of the plans to anyone other than DRAWN V. TH employees of your company, or use of these plans to construct a product similar SIGN COMPANY LLC. IrOLERANCES ALL INNENS xo ARE a sexEs UAOHA 05005038 S ec0nco > 0 to one embodied herein, is expressly forbidden. in the event that such exhibition or 360 PM,pok Road. Savannah, TN 38372 0x 0000 xxx -0015 ARG US .0. APPROVED BY SHEET NUMBER: construction occurs, Design Team Sign Company expects to be reimbursed $500 731.925. • Fax 731428 - 2022 Lm.eaE 1 IMPEL FED 5000 005 e 0 in compensation for time and effort entailed in creating these plans. a0- 38 -3744 • ww.desug0rrm.00r ..m.EIMILMILIE FILE Gra • hics/ 2009 /Cor . /A. . lebees/ 2011 /OakParkHei . hts /FrontElevatio SCALE 116 in :0.25 in 0 FRONT ELEVATION 8in LED LIGHT TO BE FIELD VERIFIED S 1, .083 ALUMINUM COVERING BEFORE I FRONT VIEW OF ROOF CAP � COLONIAL RED CONSTRUCTION STANDING SEAM ROOF 76.75 i SIGN SPECIFICATIONS: ROOF CAP TO BE 1 -1/2" X .125 ALUMINUM TUBE FRAME WITH STANDING SEAM UNA CLAD ATTACHED. 8 in .063 ALUMINUM COVERING COLOR TO BE COLONIAL RED. ALL FASCIA AND CEILING TO BE .063 ALUMINUM PAINTED TO MATCH COLONIAL RED. • E TO BE INTERNALLY ILLUMINATED WITH FOUR(4) 8" LED DOWN LIGHTING. Applcbccs — LEipplebcesj Y Tali ►r ii Ii — iI II It C ------ � — . i . B PROPOSED FRONT ELEVATION 4 EXISTING FRONT ELEVATION These plans are the exclusive property of Design Team Sign Company and are the p v p our consideration of whether to purchase these f� or r est Iran CL ENT: NOTES ' JOB 6 : O SHEET 1 OF 1 result of the original work of its employees. They are submitted to your company `M1 ,` a Applebee's GRAPHIC REPRESENTATION ONLY for the sole purpose of plans [KA A LL MEASUREMENTS MUST BE FIELD VERIFIED DATE 3/17/11 DRAWING NUMBER: u Y I : to purchase from Design Team Sign Company a product manufactured according '�IG> O ak Park Heights, MN > < to these plans. Distribution or exhibition of the plans to anyone other than DRAWN BV: TH employees of your company, or use of these plans to construct a product similar SIGN COMPANY LLC. ) 0 a om . s, susoxs AK IN .ouss uxxu NO n a N. E s ec m to one embodied herein, is expressly forbidden. n the event that such exhibition or xx .a us xxx -e em MGIS .+• APPROVED BY SHEET NUMBER: g 9 Company expects n Team Com an construction occurs, Design Sign ex to be reimbursed $500 3 P 7: itoe°' S°ra " "°n TN' ?P M ) x UHSc n 015 En KW o ■ ., laf 616 416 • Fsx ]31- 916 -20 0 < N, compeosahon for time and effort entailed '1 creating these plans. 600- 9633744 •.w. cwgntee N."„ EDI.ENIMOINDI. ALE . Gra.hics/ 2009 /Cor. /A..lebees/ 2011 / OakParkHei .hts /FrontElevatio SCALE: VERIFY 37 in 67 in~ tlq RECOVER EXISTING AWNING '7 ,-`mss 7 . LY' Xgt 'r / ,,_i - „... ..Y` ,-.- ' � iF r” • • ■ e*4 ' 3M3630 -73 ORACAL030 DIGITALLY WHITE / DARKRED DARKRED PRINTED lI ' ( � VINYL VINYL TRANS.VINYL f ° 1 MLr METAL APPLE PRINT MATTE BLACK METAL I TIGER DRYLAC C.0, M:AT, Y:100, K:50 LIGHT TRACK TIGER DRYLAC 3000 RED 3000 RED FRAME I © COLOR SCHEDULE l � � yl ... Iv MmOR - i' only f l Cy ii I ∎. r 1 m- . ,, L r t R WI � I • . 10 I 10131.11111111W-- _ • ~. , © PROPOSED RIGHT ELEVATION ^ EXISTING RIGHT ELEVATION plans are the exclusive property of Design Team Sign Company and ar the o LENT: Y NOTES JOB a These : p p p y g g p y • Ixrm I result of the original work of its employees. The are submitted to your company / • _ SHEET I OF I G RA PHIC REPRESENTATION ONLY They v P v �.rCC .Y �` �;�� p,�n 1 , A pp l e b ee s, o for the sole purpose of your consideration of whether to purchase these plans of � /M� J—I O ` W ALL MEASUREMENTS MUST BE FIELD VERIFIED DATE: P P v P da �L �" FYI 4/8/11 DRAWING NUMBER: to purchase from Design Team Sign Company a product manufactured according `� Oak Park Heights, MN > t to these plans. Distribution or exhibition of the plans to anyone other than DRAWN BY TH employees of your company, or use of these plans to construct a product similar SIGN COMPANY LLC. p O ERAecSS DIMENSIONS Ar K 000055 UNLESS OTHERWISE 505000000 ) 0 to one embodied herein, is expressly forbidden. In the event that such exhibition or ,x 00 w .0015 ANGLES ♦.• APPROVED BY SHEET NUMBER: Pin construction occurs, Design Team Sign Company expects to be reimbursed $500 350 730.92 . 4,,, ', 3 .9 s .2 o2, ..e. , uxATEc m 0000 015 a -. O ` sr compensation for time and effort entailed n creating these plans. ,„, _ 730- s net 11100911111111111101111. FILE Gra•hics/ 2009 /Cor. /A..lebees/ 2011 /OakParkHei.hts /CTGElevatio SIZE: SCALE: mu 7 -0" 3 . I i n 1/4 11'-6" RADIUS _ { M -81 It'i51 1 e� _i ∎ - - -- , c , . / ' I M-71 M - 4 \, ." - _ 1 . 7 - +�: -- ,. <_,. "` °""'CAF El FRONTEYEBROWDETAIL VAIII © SIDEEYEBROWDETAIL ONE(1)REQUIRED • MIA SPRAYED 6" SEA GULL SPOT LIGHT mo] SILVER METALLIC .' laN IM -51— --M-6! PROPOSEDBUILDINGELEVATION ' - • Orr \ 6 SCALE: NOTTOSCALE L i ., 3' 2" © MOUNTINGPLATEDETAIL 4 SIDESECTIONDETAIL 1 27" f 30" 1 27 lr: / MAT DESCRIPTION T 1 M1 1 /8" CUT OUT ALUMINUMFACESANDSIDESWELDEDTOINTERNALFRAME. - - - - FINISHTO BE SPRAYEDSILVERMETALLIC. I M2 INTERNAL 1 1 /2 "X 1 1/2" ALUMINUMTUBING,ALLWELDEDFRAME. M3 STAINEDTONGUEANDGROOVEREDWOODCEILINGTOBE \ -----\ M4 FLP- 1000GALVALUMEROOFPANELS. w ----<_-__ % • -� M5 1/4" A LUMINUMMOUNTINGPLATEWELDEDTOINTERNALFRAME. O (( � ilm0 M6 1 / 2" ALL THREADTHRUBOLTSWITHBLOCKINGONBACKSIDEOFWALL � I>_- 06 M7 1 20 V 0 LTRECESSEDLIGHTS(OPTIONAL). " r' _it M8 PICK - UPS( EYEHOOKS) TOUNSCREWAFTERINSTALLATIONANDHOLESTO MR H A VEBEADOFSILICONEINSIDE. M -9 6" WHITE EXTERIOR SPEAKER BOX m -10 LED CHANNEL FOR FRONT OF EYEBROW g, 1 \ © EYEBROWPLANSECTION - -_ "- - — IM - B1 These plans are the exclusive property of Design Team Sign Company and are the C LENT: NOTES: JOB E. v ■Y�` �'fY SHEET I OF I result of the original work of its employees. They are submitted to your company /`�11 7Y '` 11� � Applebee's, GRAPHIC REPRESENTATION ONLY > d for the sole purpose of your consideration of whether to purchase these plans or � N` �—, �sFYJ.1� ALL MEASUREMENTS MUST BE FIELD VERIFIED DATE 4 /g /1 i DRAWING NUMBER: to purchase from Design Team Sign Company a product manufactured according rrr2s Oak Park Heights, MN > to these plans. Distribution or exhibition of the plans to anyone other than - DRAWN BY TH employees of your company, or use of these plans to construct a product similar SIGN COMPANY LLC. M > ° c,N °ez AU- u.wsoaz .ac a INCHES uu css omwmse SPECIFIED' > O to one embodied herein, is expressly forbidden. In the event that such exhibition or xx 50 v .0015 M61E5 5r SHEET NUMBER: construction occurs, Design Sign Company expects to be reimbursed $500 n Team S n Com an ex as 73 45- 444ad, Fax 731-928-2022 2 -222 MUM.= > unsrcc E RADII 0 015 a ,' O APPROVED BY 4 0 Pk.. Road• Svanna, TN 38 in compensation for time and effort entailed in creating these plans. 600- 953azaa• Rh. .dasigntaam.nar aam•anar•xIU FILE Gra• hics/2009/Cor . /A. is lebees/ 2011 /OakParkHei. hts /CTG Elevatio SIZE: SCALE 68 in I r--3/4" WeLc ovite - R. aC ! to #10 SCREWS ISELF- TAPPING) 3/4" ALUMINUM SIGNDETAIL II ' ' I CLIPS 0 E41"1"1°): SCALE:V=1 -0" SPECIFICATIONS: • NCHOR BOLTS (TAP -CON II) ONE(1)SINGLEFACE, NON- ILLUMINATEDBREAK- FORMEDALUMINUMWALLPANEL. WITH 1 /2"THICKCUTOUTWHITE PLASTIC LETTERS MOUNTED FLUSH TO PANEL. FREAK- FORMED 111 ALUMINUM FACE 7328WHITE DURADONIC ■I ALL PLASTIC BRONZE © SIGNMOUNTINGDETAIL SCALE: N OTTO SCA LE r Z - e p4a.- - ay rr.rr�l -� > • a • ---- sue- . 3 I PROPOSED FRONT ELEVATION a EXISTING FRONT ELEVATION These plans are the exclusive property of Design Team Sign Company and are the • C LIENT: NOTES: JOB x: SeoFT I OF I result of the original work of its employees. They are submdted to your company V M A GRAPHIC REPRESENTATION ONLY > O for the sole purpose of your consideration of whether to purchase thes Plans or 7 ` a I l N 1 I : s ALL MEASUREMENTS MUST B E FIELD VERIFIED DATE 4/8/11 fro P p DRAWING NUMBER: ;; A : to purchase from Design Team Sign Company a product manufactured according Oak Park Heights, MN > to these plans. Distribution or exhibition of the plans to anyone other than DRAWN BY: TH employees of your company, or use of these plans to construct a product similar SIGN COMPANY LLC. �,�„KC, B5. eBBusexe ,we B HEIRS uwcss merxw no neo > O to one embodied herein, is expressly forbidden. In the event that such exhibition or xx xe w mot .0 0+5 wars *V SHEET NUMBER: construction occurs, Design Team Sign Company expects to be reimbursed $500 �1ar Rawl, Sev TO?, TN 36371 > uasrcmne9 5.5011 015 a ,, O APPROVED BV: 9 g P Y P 73r.nzs aaae •ra,73+ - eze -zazz in compensation for time and effort entailed in creating these plans. eau- 953.7..•,V»,".daw9nrea,net Ir.UMININDISA FILE Gra• hics/2009/Cor . /A. • lebees/201 1 /OakParkHei • hts /CTG Elevatio SIZE: SCALE: • . 9' . DISCONN S' T _ ; SPECIFICATIONS: ^ PLEXFACECHANNELLETTERSBLOGOMOUNTEDON RACEWAYS. 3� • MATERIAL DESCRIPTION ICUNTING ii 61 Mt ALUMINUMRETURNSANOBACKS ,RNISHTOBEDARK • 1 CL1PSON o nFEP BRONZE 313. INSIDE OFLETTERSTO BE WHITE. �F° F I "dl 1/ M2 1 "OARKBRONZE313JEWELIIETRNA$APS. I'.Dr M3 W HITE PLASTIC FACES, LOGOTOHAVETRANSLUCENT ' 3 ' 9N VI TO FIRST$URFACE. v I „� Md 15 NEONTUBINGWITHIN l 1 E 1 LOGO. 1: I I &SKI M5 DO B A C K ELECTRODES WITH U.L. APPROVED �� 17,6d ELECTRODE BOOTS AND 1500 ISSF1 M6 STANDARDTUBESUPPORTS. n 1,�� +ryl ��� _ _ M7 174 1 REQUIRED. Mr Q c— /�'r�/ 4r 2r . M I lie 0 lie lie 0 IhCf I IR'�i � • ill MB CON). HARDWARE (TYPE DEPENDS ON WALL 2G V u I ”. --- 1 • M9 I/2 "FLEX CONDUIT, USESEALTREIFEXPOSEDTO WEATHER. n ® -- C DnoUr '# . M10 30M.A. NORMALPOWE R FACTOR TRANSFORMERS. NOTE: APPLEA I I I'.SD; 1 . CO LO WEATHER REQUIRES° M.A. HIGH POWER FACTOR aPPLEANO ► / (120VOLT)TRANECT SWICH. S. RACEWAY M11 20 AM P. ECT SWIT PANTIE) 1.'.61 j 10 M12 PRIMARY ELECTRICAL LEADS.P OWER TO SIGN BYOTHERS. A** MATCH t M13 ALUMINUM RACEWAY KNISH TO MATCH BUILDING. ' L_J 5' FASCIA. CIRCUITSREOUIRED 1 f� lETTERSECTION ALE S © SCALE:NOTTOSC ON I2OVO T) ® nec (,2°VDLT1 SIGN MUST BE GROUNDED IN COMPLIANCE WITH CIRCUITDEDICATED ACTUALSQ.FT. = 22.13 ARTICLE SOO OF THE NATIONAL ELECTRIC CODE. REQUIRED TOSIONONLY BOXEDSQ. FT. = 33.75 RE SCALERD2 =1'-O • • • ■ SPECIFICATIONS: 3M 3630.73 ORACAL 030 DIGITALLY 7328 WHITE MATCH DARK RED DARK RED PRINTED PLASTIC EXISTING ONE ( 1) SETOFFRONTLIT ,PLEXFACECHANNELLETTERSANDLOGO RACEWAY MOUNTED VINYL VINYL TRANS. VINYL FACES Applebees - - UDDPtebed viiikilb4-76' - moviv y . fit + l, C ,..), l , 0 i 44* ., ii , . , ... , V_ If/ , r er �rA :iii ,._ t ,4 © PROPOSED FRONT ELEVATION 4 EXISTING FRONT ELEVATION These plans are the exclusive property of Design Team Sign Company and are the • Lrreo _ _ 1 C DENT: NOTES: JOB a: SHEET I OF I original work Of its employees. result of the or' em 0 your company _ GRAPHIC REPRESENTATION ONLY HI a Y They are submitted to Y p Y ' � ��, J7� +' UL ■ O A Applebee's, ALL MEASUREMENTS MUST BE FIELD VERIFIED > for the sole purpose of your consideration of whether to purchase these plans or DATE 3/17/11 DRAWING NUMBER: to purchase from Design Team Sign Company a product manufactured according Oak Park Heights, MN 1 to these plans. Distribution or exhibition of the plans to anyone other than DRAWN BY TH employees of your company, or use of these plans to construct a product similar SIGN COMPANY LLC. .0LAN EGGES. ALL 5145105055 M 5055 E IN 150005 UNLESS m r,m HEAVnsE GPEC�< 7 0 to one embodied herein, is expressly forbidden. H the event that such exhibition or s, sa.men • T xx Ho OH nor ...IS. ANGLES m• APPROVED BY SHEET NUMBER construction occurs, Design Team Sign Company expects to be reimbursed $500 ,,_ , y , ,_ 17.0.0. m � uNSPER MD 015 v 0 in compensation for time and effort entailed in creating these plans. eoo-Assa,...N,.,xeGaroGMnm.net ■os.ol11■11. FILE G ra. hies /2009 /Cor s /A..Iebees /2011 /OakParkHei. hts /FrontElevatio 1SIZE: SCALE 92" 88" 88" 42" 42' 3 In r 3 i 3n T 3m i Dow 1 68" , 4 -- . 501n K; ■111111W . - ,_ � 5 m I 44-5' / 1 AWNING SIDE DETAIL 4 i 41 • • III X2 66.5 in - X1 66.5 in 3M3630 -73 ORACAL030 DIGITALLY WHITE /� DARKRED DARKRED PRINTED AWNING FRONT DETAIL VINYL VINYL TRANS.VINYL SPECIFICATIONS: INSTALL ALUMINUM TUBE FRAMED AWNINGS. AWNING TO BE COVERED WITH POWDERCOATED METAL TO BE MATTE • • • • TIGER DRYIAC 3000 RED. AWNINGS TO HAVE TWO ROWS OF FRONT LIGHTING. Awnings should hang 5" over the top of the window and approximately 6 -8" below sign or architectural break in building, <.HS. "m w. " r 1—/ Applebees l' ; a.. F..IG T P(�JI HMI i,t. • y =- L ppiLb Ls) _ , , i ./ / © PROPOSED FRONT ELEVATION 4 EXISTING FRONT ELEVATION These ans are the exclusive property of Design Team Sign Company and are the C LENT: NOTES: JOB P. SHEET W P P Y 0 9 P Y • OF result of the original work of its employees. They are submitted to your company / ` , �1 � ,/ ,� Applebee GRAPHIC REPRESENTATION ONLY O for the sole purpose of your consideration of whether to purchase these plans or . M` '� @�11� ALL MEASUREMENTS MUST BE FIELD VERIFIED DATE 3/17/11 DRAWING NUMBER: to purchase from Design Team Sign Company a product manufactured according ��� Y .v {Y Oak Park Heights, MN Y 4 to these plans. Distribution or exhibition of the plans to anyone other than DRAWN BY TH employees of your company, or use of these plans to construct a product similar SIGN COMPANY LLC. y ou M CBS Aa sOENSOMS RE IN INCHES UNLESS a HFAwse veeaee 0 to one embodied herein, is expressly forbidden. In the event that such exhibition or xx .0 os xxx .00 +e ANGLES Cr' APPROVED BY' SHEET NUMBER: construction occurs, Design Team Sign Company expects to be reimbursed $500 am wnhouAROee, 8e 3nen, TN 923)1 u NSPEC Pm RAM 0s v in compensation for time and effort entailed in creating these plans. ��re. • , ,a;:;37'. ;R nn net AYp iA�ll♦YL 0 4 C FILE Gra . hics/ 2009 /Cor. /A..lebees/ 2011 /OakParkHei.hts /FrontElevatio i61ZE: SCALE 52 in 48 in 1 19. in 3 In 44 in . 8? in ■ ■ ■ ■ 83 in METAL APPLE PRINT MATTE BLACK METAL TIGER DRYLAC C:0, M:97, Y:100, K:50 LIGHT TRACK TIGER DRYLAC 3 In 3000 RED 3000 RED FRAME . -- . , © COLOR SCHEDULE 19. in / WNOOW N -5' •� AWNING FRONT DETAIL SIDE DETAIL SPECIFICATIONS: INSTALL ALUMINUM TUBE FRAMED AWNINGS. AWNING TO BE COVERED WITH POWDERCOATED METAL TO BE MATTE 2 TIGER DRYLAC 3000 RED. AWNINGS TO HAVE TWO ROWS OF FRONT LIGHTING. • Applebees � 1 i)(. t €Ait ittb( dp -it ' ' Ailiiki .. R ' . _ •, : . „ir , �• - n °fir __. r " ' � 'i © PROPOSED FRONT ELEVATION 4 EXISTING FRONT ELEVATION These plans are the exclusive property of Design Team Sign Company and are the • —® C L ENT: NOTES: JOB n: SHEET 1 OF 1 result of the original work of its employees. The are submitted to your company A pplebee's, GRAPHIC REPRESENTATION ONLY b They Y P Y• O ALL MEASUREMENTS MUST BE FIELD VERIFIED DATE: for the sole purpose of your consideration of whether to purchase these plans or O ak P Heights, MN 3/17/11 DRAWING NUMBER: to purchase from Design Team Sign Company a product manufactured according • to these plans. Distribution or exhibition of the plans to anyone other than - DRAWN By TH employees of your company, or use of these plans to construct a product similar $ION COMPANY LLC. tr. LENANCES Au M IEN..S we IN NICKS uxie orHVn"se SPEC m1 T--1 0 to one embodied herein is expressly forbidden. In the event that such exhibition or zx 00 w xIn .a ova 0xOx00 ♦i• APPROVED BY SHEET NUMBER: construction occurs, Design Team Sign Company expects to be reimbursed $500 350P ook foss' 8n SHEET TN 36372 UOSPEC Vex 5000 0�5 r 9 Si0 P Y P l3f- e PSuaa •Fax ]3a 926 - 202 2 > 0 C ema in compensation for time and effort entailed in creating these plans. "453-37" '"".eas'9 "ream. nW 41.21".MIWIL _ FILE: G raphics /2009 /Corp /Applebees /2011 /OakParkHeights /FrontElevatio � SIZE: SCALE THREE 131 PANELS (ONLYIREOUIRED RE -USED XISTING SUPPORTS. or 1B r ;d o p arking 6DWH Ea E,IHNMPAN L1,nH,IGIr only 1 , arkin 0P PITEDGPA0HILOL4 L SIZE 4 O 011 APPUCmDRRS *seArSLE m00)000_0000 only ( (000) 000 -0000 ...-- A�ERIRPNONENUM6EAPPIOAiG I ) \ PRINTING .(hnHTNELIIIMRRMEDIIlA11 S�nYt'. DOr nUmHrli,r n. r.l Er� '` I ^0501US300N[ S ^ REN IL CVE OPNT OF SIOI SL'PPoR "SANO N L FGA NEWPANELS i �J ' sIDNDSra r Tg E:I'h' L =1' -0' b - o.USEESISTINGSUCPDRTS II I ■ ■■ PMS1805C PMS1795C PMS1815C WHITE COPY I N 1 SLGNELEVUTION I I PMS575C PMS349C PANTED GREEN OARKGREEN BRUSHED ' ALUMINUM SUPPORT • i IC s• 1 • !I■ �' f I « liii ` f + r cam- - .rr .,. e. H+'ww W: a G 'Yua: N 'r n..a .w•.n.. .. e s: ' F mow ' u' Wirt T ;, © PROPOSED RIGHT ELEVATION ^ EXISTING RIGHT ELEVATION These property C LL ENT: '# NOTES: JOB a, SHEET of Design Team Sign 9 Company P Y and are the • I I plans are the exclusive ert P P P Y of Desi n result of the original work of its employees. They are submitted to your company 7Y,` � � L Y O for the sole purpose of your consideration of whether to Purchase these plans or g esi a WI® YYY'�� �' Applebee's GRAPHIC REPRESENTATION ONLY � UL ALL MEASUREMENTS MUST BE FIELD VERIF DATE, 4/8/11 DRAWING NUMBER: to purchase from Design Team Sign Company a product manufactured according rp r Oak Park Heights, MN to these plans. Distribution or exhibition of the plans to anyone other than DRAWN BY TH employees of your company, or use of these plans to construct a product similar SIGN COMPANY LLC. > C . ro Eu141 Ne eCES Al, ALL NENa9Na ME iEDS UNLESS OTHERWISE sneexien to one embodied herein, is expressly forbidden. In the event that such exhibition or xx N003 MIX .a me ANGLES +r APPROVED BY SHEET NUMBER: 350 Plnhoo5 Rand, Savannah, TN 3937 construction occurs, Design Team Sign Company expects to be reimbursed $500 731- 9254..3 • Fa x 731- 928-2022 L � ) UNSPEC FED 0.4011 oIS 0 0 d in compensation for time and effort entailed in creating these plans. 906- 953 -37... N,PN..designees. net I,IMIIIoUMINK FILE Gra • hics/2009/Cor . /A.. lebees/ 2011 /OakParkHei. hts /CTG Elevatio SIZE SCALE SeJ.ign PYLON SIGN COMPANY LLC. CUT EXISTING SIGN OFF FROM SUPPORT AND INSTALL NEW — SIGN ONTO SUPPORT. 1 11111111111111/ 20' fr alif IP° w Ap plebees .... App1ebee s NEW PIPE THRU CABINET AND TO STUB OUT ,' - Neighborhood oral,,§ gar , AND RING & COLLAR INTO EXISTING PIPE. EXISTING PIPE_DIA. — . ,' RE -P AINT SUPPORT fi PMS485C RED 0 CABINET DETAIL / SPECIFICATIONS: ONE (1) NEW DOUBLE FACE, ILLUMINATED CABINET TO REPLACE EXISTING CABINET. rtippitzbed4 J CABINET TO HAVE ALUMINUM OVER INTERNAL ANGLE, ALL WELDED FRAME. 2' ALUMINUM ANGLE FACE RETAINERS. FINISH TO BE SPRAYED PMS 485C RED. CABINET TO BE INTERALLY ILLUMINATED WITH 800 MA HIGH OUTPUT FLUORESCENT ; LAMPS AND 120 VOLT H.O. BALLASTS. FACES TO BE ROUTED ALUMINUM BACKED WITH •' m . ; PLEX• BACKGROUND TO BE PAINTED PMS 485C RED. APPLE TO HAVE TRANSLUCENT r t VINYLS APPLIED TO FIRST SURFACE. Ne' i : >orp_ MI 3M 3630 -73 ORACAL 030 DIGITALLY WHITE FLEX PMS 485c DARK RED DARK RED PRINTED FACE VINYL VINYL TRANS. VINYL • 20' #- ct�LLIs t . , $PEC,ASL-, ' i .0, - scar ".zs -. 3° in Nt�ghborhood c 6 mar . ■ Y apt ' °� ,L., N 6tnn' s . I _. _. APPROVAL INFORMATION & CONFIRMATION I have reviewed this proof In regard to: sign type; order quantity; and accuracy oficons, symbols and text (e.g., spelling, capitalization, punctuation). SIGNATURE PRINT NAME j Proof is approved. Proceed with production of order. j Proof is approved with corrections. Make corrections as indicated and proceed U Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. DATE L -' I TITLE\DESCRIPTION: V JO tP These plans am the excktsive property of Design Team Sign Company and are the _ SHEET 1 ()F 1 result of the original work of its employees They are submitted to your company r' y1 c � y ���� APPLEBEE'S ) • for the sole purpose of your consideration of whether to purchase these plans or •W iij U a l Oak Park Hei h t s , MN DATE: 4/8/11 DRAWING NUMBER: to purchase from Design Team Sign Company a product manufactured according � g > i to these plans Distrbution or exhibition of the plans to anyone other than DRAWN BY TH employees of your company, or use of these plans to construct a product similar SIGN COMPANY LLC. _ , � t to one embodied herein, is expressly forbidden. In the event that such exhibition or _,. APPROVED BV: SHEET NUMBER construction occurs, Design Team Sign Company expects to be reimbursed $500 '''''', xR °° d • s'''''''''' , TN35372 IN I` _.,. 9254.8 • F 731.8262022 in compensation for time and effort entailed in creating these plans. 8° """v d.du"r.en'.na1 °'°°' ' �° ' FILE Graphics/2009/ Corp /Applebees /2011 /OakParkHeights,MN /Pylon O SIZE: SCALE: lif ,/ HI -CITE MFG. CO., INC. Job Name: 13450 Monte Vista Avenue Chino, California 91710 Type: Telephone: (909) 465 -1999 Toll Free: 465 -0211 Quantity: 4 Fax: (909) 465 -0907 www.hilitemfernfi g.com /11 , 0, o, 111 ::: : : : : :: ::::1111 111 : : : : :: :::::;: 1 " 1 11 ; -- 1 5/8" -4— 6 1/2" - 7" U❑LILLLJIJLU ULLILIJLLUUIJWW I11 ❑❑ ❑❑❑ ❑ ❑❑❑ ❑11111 1!11 ❑❑ ❑ ❑ ❑ ❑❑ ❑❑❑III I I11 ❑❑❑❑❑❑❑❑❑ ❑11111 Iil❑❑ ❑❑ ❑ ❑ ❑❑ ❑❑]® 111 ❑❑❑❑❑❑❑❑❑ ❑11111 ill ❑❑❑❑❑❑❑❑❑❑]l l 111❑ ❑❑❑❑❑❑❑❑ ❑11111 111 ❑ ❑❑❑ ❑❑❑❑❑❑11 8 1/2" I1100ppppfl00011III I1100000000ii I I1 ❑ ❑ ❑❑ ❑ ❑ ❑❑ ❑❑VIII Im ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑pl 111 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑1111 1 111❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑E1II 111 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑1111 III❑❑❑❑❑❑❑❑❑ ❑III 111 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑11111 111❑❑❑❑❑ ❑❑❑❑❑Ill 111 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑1111 111❑❑❑❑❑❑❑❑❑❑1 8 1 /4" 91/4" - Item Globe Wattage Voltage Number H- 898754 -B- 119 -HI Tea Stained Acrylic 42W -CFL 120/277V Material Socket Steel 4 -Pin CFL Finish Mounting 119 (Bronze) Wall Mount GENERALNOTES r F 1. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR COMPLIANCE K WITH APPLICABLE 21. ATTENTION SHALL BE GIVEN TO EXISTING AREAS I SURROUNDING OR ADJACENT 10 THE / w LAWS, CODES, ORDINANCES AND AUTHORITY OF GOVERNING JURISDICTION. ON. PROJECT SPACE. ALL CONSTRUCTION AND INSTALLED EQUIPMENT, EXISTING ITEMS TO REMAIN, DEMISING WALLS, ETC. SHALL BE PROTECTED FROM DAMAGE DURING _ a W z ,y 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, WHEN PREPARING FOR AND CONSTRUCTION, DAMAGED ITEMS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO PROCEEDING WITH CONSTRUCTION IN THE PREMISES, TO COMPLY WITH REQUIREMENTS OF THE SATISFACTION OF THE OWNER(S) AT THE EXPENSE OF THE CONTRACTOR. PAYMENT APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES. CONTRACTORS SHALL NOT USE MAY BE WITHHELD OTHERWISE. I I/ z LLJ a Q OR INSTALL MATERIALS CONTAINING HAZARDOUS SUBSTANCES. LOCATING PRESENCE OF AND z Q ABATEMENT OF HAZARDOUS MATERIALS IS NOT THE RESPONSIBILITY OF ARCHITECT AND 22. CONTRACTORS SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF JOB 13625 60TH STREET NORTH. > J ARCHITECT'S CONSULTANTS, AND SHALL BE PERFORMED BY OWNER OR OTHERS. SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL. APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL 3. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN THAT WORKING HOURS. SPECIFICALLY AUTHORIZED BY THE ARCHITECT, OWN OAK PARK HEIGHTS, MN 55082 ER AND THEIR CONSULTANTS AND SIGNED ANO SEALED FOR THE SPECIFIC LOCATION SHOWN ON THE DRAWINGS AND SEAL. THE 23. INSTALL SAFETY BARRIERS DURING CONSTRUCTION AS NECESSARY TO PROTECT THE PUBLIC AFOREMENTIONED PARTIES ASSUME NO RESPONSIBILITY OR LIABILITY FOR CLAIMS RESULTING FROM INJURY IN ACCORDANCE WITH APPLICABLE CODES, HEALTH /SAFETY STANDARDS & R EMOD E L Z FROM THE UNAUTHORIZED USE OF THESE DOCUMENTS. GOVERNING JURISDICTIONS. MINIMUM EGRESS REQUIREMENTS SHALL MAINTAINED. / `EMOD N z J COORDINATE SPECIFIC REQUIREMENTS W41H OWNER AND FIRE DEPT. PRIOR TO BEGINNING w Q Y 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS CONSTRUCTION. m a ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, W m o Afo"ees SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. 24. WHERE REQUIRED, PROVIDE PROPER TEMPORARY BRACING AND /OR SHORING OF STRUCTURE IN ACCORDANCE WITH CURRENT ACCEPTED INDUSTRY STANDARDS AND PRACTICES. a N 5. DO NOT SCALE DRAWINGS, DRAWINGS MAY NOT ALWAYS BE TO SCALE. NO MECHANICAL, PLUMBING AND /R ELECTRICAL INFORMATION IS TO BE SCALED FROM THE DRAWINGS 25. TO FULLEST EXTENT PERMITTED BY LAW, H EIR C S SHALL INDEMNIFY AND Nei g hbo r h ood aril I far LOCATIONS OF SUCH ITEMS SHALL COORDINATED BY THE CONTRACTOR PRIOR TO START HOLD D H HARMLESS THE OWNER, ARCHITECT AND THEIR CONSULTANTS AND THEIR RESPECTIVE o OF WORK. ON SITE VERIFICATION ALL DIMENSIONS AND CONDITIONS SHALL THE TOTAL AGENTS AND EMPLOYEES (INDEMNITIES) FROM AND AGAINST ANY AND ALL CLAIMS, RESPONSIBILITY OF EACH CONTRACTOR NOTED DIMENSIONS SHALL TAKE PRECEDENCE. DAMAGES, LOSSES, ECONOMIC TOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO I 3 DIMENSIONS ARE TO THE FACE OF FINISH, UNLESS NOTED OTHERWISE. ATTORNEY'S FEES, ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE WORK 6. ALL NOTES THROUGHOUT THESE DRAWINGS ARE INTENDED FOR GENERAL USE. EACH (INCLUDING SPECIFICALLY CLAIMS ARISING UNDER THE ILLINOIS STRUCTURAL WORK ACT) CONTRACTOR SHALL REVIEW DOCUMENTS IN ENTIRETY FOR INFORMATION APPLICABLE TO PROVIDED THAT SUCH CLAIM, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCRON OF TANGIBLE PROPERTY L THEIR PORTION OF WORK. (OTHER THAN THE WORK ITSELF), INCLUDING LOSS OF USE RESULTING THERE FROM, BUT 7. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF APPROVED ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY NEGLIGENT ACTOR OMISSIONS OF Ihere0ycerlify tn'±11h "s plan, specifi lb,, PERMIT DRAWINGS AND DOCUMENTS ON SITE DURING ALL PHASES OF CONSTRUCTION. THE SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE LOCATION MAP DRAWING INDEX N amf>oN ViaS prepared by me or antler my GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COPIES OF SUCH DOCUMENTS, FOR WHOSE ACTS THEY A RELIABLE, EXCLUDING ANY PROPORTIONATE AMOUNT OF ANY Q Meet sup.,to, and IILA l an a de!y AS REQUIRED, TO SUBCONTRACTORS. CLAIM, DAMAGE LOSS OR EXPENSE WHICH IS CAUSED BY A PARTY INDEMNIFIED HERE -- - -- - -- - - -- ------- - - - - -- n , Ucpnspd Arche 1 :d-r lh =I pf Wp UNDER SUCH OBLIGATION SHALL NOT BE CONSTRUED TO NEGATE, ABRIDGE OR REDUCE 0� o State 0f Mpnespla B. ANY AND ALL CHANGES MADE TO THESE DOCUMENTS SHALL BE AUTHORIZED BY THE OTHER RIGHTS OR OBLIGATIONS OF INDEMNITY WHICH WOULD OTHER VASE EXIST TO A r t A PARTY R PERSON DESCRIBED IN THIS PARAGRAPH. IN CLAIMS AGAINST ANY PERSON an Sean M. N ARCHITECT PRIOR TO EXECUTION OF CHANGES. ANY CHANGES OCCURRING IN FIELD DURING ENTITY INDEMNIFIED UNDER THIS PARAGRAPH 8Y ANY EMPLOYEE OF THE SUB Pont Pnnt ° a Pa A CONSTRUCTION THAT DEVIATE FROM THESE DOCUMENTS SHALL BE AUTHORIZED BY TIE CONTRACTORS, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR OWNER AND ARCHITECT NOTIFIED PRIOR TO EXECUTION. R", IT i s WHOSE ACTS THEY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS PARAGRAPH Err ^^ > F- U 9. ALL WORK SHALL BE COORDINATED KITH OTTER TRADES IN ORDER TO AVOID INTERFERENCES SHALL NOT BE LIMITED BY A LIMITATION ON THE AMOUNT OF TYPE OF DAMAGES, 8 .r, P ROJECT Oa,t 02/21/11 Undr¢eN 48718 PENSATION OR BENEFITS PAYABLE BY OR FOR THE SUBCONTRACTORS UNDER WORKERS Fora. - AND OMISSIONS. CONTRACTORS SHALL INCLUDE ALL MISCELLANEOUS AND INCIDENTAL ITEMS CON. Kh BUIL REQUIRED TO COMPLETE THE WORK. OR WORKMAN COMPENSATION ACTS, DISABIUTY BENEFIT ACTS OR OTHER EMPLOYEE y v ww a BENEFIT ACTS. SHT N DESCRIPTION a rn - 10. THE GENERAL CONTRACTOR SHALL COORDINATE HIS WRK WITH THAT OF OTHER o L LOCATI - - -- - -- - - -- - Q- CONTRACTORS AND VENDORS TO ASSURE THAT SCHEDULES ARE MET AND THAT ALL WORK 26. CONTRACTORS SHALL CARRY WORKMAN LIABILITY, PROPERTY DAMAGE INSURANCE AND 0 OTHE ARCHITECTURAL ° R INSURANCE AS REQUIRED BY THE OWNER. THE OWNER SHALL CARRY GENERAL O IS PERFORMED IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS, ONSULTANTS S ADDITIONAL INSURED. COPIES OF INSURA SPECIFICATIONS AND RECOMMENDATIONS. LIABILITY AND C DERS RISK INSURANCE NAMING THE ARCHITECT AND ARCHITECTS ��" ,0 T1 INDEX, LOCATION MAP, NOTES C ANCE CERTIFICATE SHALL BE _ 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK_ OF ALL DISTRIBUTED To EACH ENTITY COVERED. LACK OF RECEIVING CERTIFICATE OF COVERAGE eeme ACT DEM EXTER ELEVAT DOES NOT RELIEVE OWNER OF COVERAGE, PROVISION OR ACCOMPANYING LEGAL RECOURSE. • +° GRANTED BY OWNER AND/OR ARCHITECT. ANY UNAUTHORIZED MATERIAL SUBSTITUTIONS ]{ ATTENTION OF THE OWNER AND ARCHITECT AND SHALL BE RESOLVED BEFORE PROCEEDING _ / r At PARTIAL FLOOR PLAN, FRAMING PLAN, AND - - WITH THE WORK, 27. NO MATERIAL SUBSTITUTIONS WILL BE PERMITTED UNLESS AUTHORIZATION HAS BEEN p'I O ROOF PLAN WALL SUBJECT THE GENERAL CONTRACTOR TO REPLACEMENT OF SUBSTITUTED MATERIALS F -------- a J 12. CAREFULLY REVIEW AND VERIFY LOCATIONS AND CONDITION OF ALL EXITING UTILITIES AND -- - -- --- _ - - - -- -- - 'I UTILITIES TO BE PROVIDED FOR THE BUILDING /SPACE(S) BY THE OWNER AND /OR UTILITY WTH APPROVED MATERIALS AT THE EXPENSE OF THE GENERAL CONTRACTOR. n A2 EXTERIOR ELEVATIONS COMPANIES TEMPORARY UTILITY SERVICES REQUIRED DURING CONSTRUCTION SHALL BE Er COVERED BY THE GENERAL CONTRACTOR, UNLESS OTHERWISE AGREED UPON W/ OWNER. 28. ALL SUBMITTALS SHALL REFLECT ACTUAL FIELD MEASUREMENTS & BEAR CONTRACTOR'S �-.` �A <' A3 WALL SECTIONS w � L STAMP PRIOR TO SUBMITTAL TO ARCHITECT AND /OR OWNER. N A4 INTERIOR FINISH PLAN 3 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR REPLACING AND REPAIRING ANY FIREPROOFING_ OR FIRE- REATED ASSEMBLIES WITHIN AND OR SURROUNDING THE AREA OF WORK THAT 29. COMPLETED SYSTEMS SHALL BE FULLY OPERATIONAL; ACCEPTANCE BY THE OWNER SHALL / BE A CONDITION OF THE CONTRACT. AS REFLECTED STESS GPLAN • T BECOME DISTURBED OR IMPAIRED DURING COURSE OF WORK. -- -- -- - x ��GI ` A6 BAR AND HOSTESS STAND DE TAILS 14. PENETRATIONS THROUGH OR REMOVAL OF EXISTING CONCRETE SHALL BE CLEANLY SAW CUT 30. GENERAL CONTRACTOR SHALL PROVIDE THOROUGH FINAL CLEANING TO OWNER'S - - -- - -- T OR CORE DRILLED. SATISFACTION BEFORE TURNING OVER COMPLETED PROJECT TO OWNER. -- - - -- -- - - - STRUCTURA GENERAL CONTRACTOR SHALL TEST ALL EQUIPMENT FOR PROPER OPERATION, IN THE 15. GENERAL CONTRACTOR SHALL COORDINATE DIMENSIONS FOR EQUIPMENT, WALL, FLOOR OR 31. PRESENCE OF THE OWNER, BEFORE TURNING OVER COMPLETED PROJECT TO OWNER. S1 3 ROOF OPENINGS AND SUPPORTS WITH RESPECTIVE CONTRACTORS PRIOR TO STEEL STRUCTURAL FRAMING PLANS • a FABRICATION OR CONCRETE PLACEMENT. -- -- - -- - STRUCTURAL DESIGN CRITERIA ° I- N 32 ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST -CLASS WORKMANLIKE MANNER "' 16. EACH CONTRACTOR SHALL REMOVE ON A REGULAR BASIS HIS RUBBISH AND WASTE ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) S2 STRUCTURAL DETAILS • 00 MATRIALS AND TAKE MEASURES TO PREVENT DIT, DEBRIS AND E AFFECTING THE FINISHED WORK OR EXISTINGRSURFACES.012 DUST FROM ACCUlMULATINC WARRANTY LETTER WAIVE S NERAL CONTRACTOR SUPPLIES _ O LID 17. ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE 33. GENERAL CONTRACTOR SHALL COORDINATE. ALL REQUIRED INSPECTIONS AND Q LO FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES. OR FOR RE- INSPECTIONS. ARCHITECT'S OBSERVATIONAL VISITS TO SITE, INSPECTING AND a SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION 'AM THE WORK, OR FOR THE ACTS ASSESSING COMPLIANCE OF WORK ARE NOT INCLUDED IN ARCHITECT -OWNER AGREEMENT, p z R OMISSIONS OF THE CONTRACTORS OR ANY OTHER PERSONS PERFORATING ANY OF THE AND SHALL ONLY BE PERFORMED BY ARCHITECT AT OW'NER'S REQUEST UNDER TERMS W WORK, OR FOR TIE FAILURE OF ANY ONE OF THEM TO CARRY OUT THE WORK IN MUTUALLY AGREED UPON BY OWNER AND ARCHITECT PRIOR TO PERFORMING SUCH ''� " 1 ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS AND AS REQUIRED BY SERVICES. ANY ADDITIONAL DIAGRAMS, LAYOUTS, INFORMATION SUBMITTALS TO JURISDICTION - LJJ 18. EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION AND ADHERE TO SAFETY REQUIRED FOR OBTAINING APPROVALS AND PERMITS (EXCEPT WORK COVERED UNDER N GENERAL BUILDING PERMIT AND STATE DESIGN RELEASE) SHALL BE THE RESPONSIBILITY OF, � fn PRECAUTIONS THROUGHOUT DURATION OF WORK. AND BE SUBMITTED BY, THE RESPECTIVE CONTRACTOR. f/r'(n__ 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PROTECTING FROM 34. THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW o W AND APPROVAL UNDER SEPARATE !, co vJ 1 PERMIT AS REQUIRED. ANY DRAWINGS, NOTES OR REFERENCES PERTAINING TO SUCH ITEMS i" DAMAGE, INCLUSIVE OF EXISTING ELEMENTS TO REMAIN, ALL ITEMS ON THE PREMISES. IN THESE DOCUMENTS IS INTENDED TO CONVEY GENERIC SCOPE ONLY. FINAL DRAWINGS, ' w LLJ H INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MATERIALS, FIXTURES, EQUIPMENT, AND SUBMITTALS, AND OBTAINING APPROVALS SHALL BE THE RESPONSIBILITY OF THE FURNITURE. AFTER RECEIPT ON JOB SITE, ANY LOST, STOLEN OR DAMAGED ITEMS SHALL B[ RESPECTIVE CONTRACTOR: MODIFICATIONS TO FIRE SUPPRESSION, FIRE /SMOKE ALARM (AS ° W R[PLACED OR REPAIRED TO ORIGINAL CONDITION AT THE GENERAL CONTRACTOR'S EXPENSE. APPLICABLE); EXTERIOR SIGNAGE, CANOPIES /AWNINGS /ROOF CAP AND ASSOCIATED ry� O IT IS ADVISED THAT THE GENERAL CONTRACTOR COORDINATE W/ OWNER AND COMMUNICATE STRUCTURE; EXTERIOR ELECTRICAL /LIGHTING. '� t I I Q THIS REQUIREMENT TO ALL TRADES AND SUBCONTRACTORS ON SITE. z 1 I i ry 20. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RECEIVE AND UNLOAD PRODUCT t I I AND MATERIALS SUPPLIED BY OTHERS AT THE JOB SITE. IMMEDIATELY INSPECT DELIVERED u PRODUCTS AND EQUIPMENT FOR SHIPPING DAMAGE, INCLUDING CONCEALED DAMAGE PRIOR TO SHIPPER LEAVING PREMISES. ANY PRODUCT OR MATERIALS FOUND TO BE DAMAGED ° W Q AFTER THE SHIPPER HAS LEFT THE PREMISES, WALL BE THE SOLE RESPONSIBILITY OF THE (`/� O GENERAL CONTRACTOR TO REPLACE. RECORD ANY SHORTAGES, DAMAGED OR DEFECTIVE MATERIALS. SAVE ALL PACKING OF DAMAGED PRODUCTS UNTIL CLAIMS ARE FINALIZED. x IMMEDIATELY NOTIFY OWNER OF ANY DAMAGED MATERIALS RECEIVED, DAMAGE CLAIMS FILED WITH THE APPROPRIATE SHIPPING COMPANY SHALL BE THE RESPONSIBILITY OF THE GENERAL 0 PEV ISSUED FOR DATE CONTRACTOR. I � v V CODE DATA = �1RIS DICTON CODE LIST OZ NING o W/ STATE AMENDMENTS REGIONAL COMMERCIAL (EXISTING, NO CHANGE) .8 PROD No t'.- ppt.oati CITY OF OAK PARK HEIGHTS BUILDING INSPECTION 2007 MINNESOTA STATE BUILDING CODE 14168 OAK PARK BLVD. NORTH 2006 INTERNATIONAL BUILDING CODE USE & OCCUPANCY CLASSIFICATION OAK PARK HEIGHTS, MN 55082 2008 NATIONAL ELECTRICAL CODE A -3 ASSEMBLY (EXISTING, NO CHANGE) 02.21.11 (651) 275 -9590 2007 COMMERCIAL ENERGY CODE 2007 MINNESOTA ACCESSIBLE CODE o 2006 INTERNATIONAL MECHANICAL CODE TYPE OF CONS U TION, DRAVU CHECKED 2007 MINNESOTA PLUMBING CODE V -B EXISTING, NO CHANGE 2007 MINNESOTA FIRE CODE j 2006 INTERNATIONAL FIRE CODE U T 00 LOT SCALE DRAWINGS EE EXI TRISSIT, NDG! R= \DO EDOSDPIGSIESPINGE EXESTJ% SITAGI To IRE M1 SAJ` P, FCTRICAI FOR CIE USE TO PITIND ENICII IN I ASP OLDER Uj :D -------------- n, < < - - - ------- --- 10 j", La` OThEi I REHR XTIF E HASIDIC, I HERE If &IIAL IA IC I L�11 FIDDER I- < AS REICOVE EXISTIN ` I TRIPLE R MWE EX 1 AND ASSOEAVEO I ECTRICAL FIXTURES 10 PERSPI I'D It PATCHW11 ANP y I-ED w Z LIC-L", 11111111 AND ASSOGATE EUNN'�' HE, . DDFO IAIEPNI � INDIA - 11 CTPUTFAI FOR N F 1-a if < K! N IN Pi i LDL LED N E i IT" o"i w, Ll i RXIS 0 Tj1;S 1 F111111; IT C� III FITS1 AND !IS, PATCH HUSAIN THICA- AINVIDS ITGII D STIVIC TIES 10 PA WAI I AS RED CSF IAI I IS LOT IFF) 'A `II AS11FOULID) AN e',GS PATCH NAT I AS CADDIED, -SCIE .611 IS 1JGW � PPT RE SAVE tBATICAL POP IF USE. �Weby t1l"ify flat the PSIT speucificaeon, RepbE was plep-cl by TH, or Led,, my I chectsupe,yisf` ad that I am a duly Licensed ArCID11111 RIAN, the laws of the IE1-1;1 EXII I FLIT 0 State of Mineable. FIXTURE SATE F TCIH�Al FORRF-USE w Print Name: Sea, ". Na"t 01 WEST ELEVATION DEMO SCALE: 1/4"= V-0' v. Date' 02 Liu,er,se # 48718 PEWS'[ AND RF-OCATE 5CR13 R C EATON IS SICIAI AD Wspin SaG1.GE R DAOVE AD R OCATE NOTE. EXISTINS SOUTH ELEVATION TO i 1"" WE ELECTITY'Al U)P REFUSE MEDICS EIG I CHADIF PRICE CO I I TE RELIAN NOCHRIGE L H V3 AS I Ill PATnRAA I AST ca -, El 10111111, ANDPOEF CAI SIF S '; -F END DI !AT S D ------------- ---- Pplyll MUflIgG Lill It UNIJ11 AND ASSOC!ATUD CdOCTRIGAL A --------------------- ------- - -- - PATCHWALLASPIDUCED f, A[ SIT TASTING R�- PALO AC I; I z , ------ ------- WAI AS R@ /0 EX EXESILD, 1,J IT RPHRE �fiP.'OYFI)STPJG IUFUNIDf AND ASSOCIATE) El -'H EX, AD) GA O o n FIT FIG I PNTR' Wk AS PLEWHDO t PAD. I IN I AS ITFOUIRF; el iiK1 11�i S R: F_I�ii lci:; 1 1 . ... ....... . . if h A UC�C: I fi I �L fCf . ...... . �ifSi ll::3 l - ------ - F A, 00 0 w LO 1 N II L0 1 6 jjj Lij REMOVE EASING I i 8DUTA EADTIO 1 11 HE PEW 1111 (If EDSTING GPI EXISITO TIME TO LET EVE MING z W Cb � 11 , 1081F , SAI FIECTPICAI FIXTIFIr OIFFICIPECA] ANA NflS PATCH DIV SI✓FIINCITILGA I'PRICAL 111��KS RATED , IF Sf MR IT, OF VEN I AS RFOR111 D I OR If -141 'IS E1OTRIIR 0 2 NORTH ELEVATION - DEMO 10 cf) cf) SCALE: 1/4`=V-0 11, W T 0 1 w < W -1 L0 - bJ EUVPG LIGHT 00 1 c\] ��z WHALES TO DEMAN I ATCHANDLA, I R_OU1r, ➢ < C 0 mmENE'c"ORIK, INS TI < -D IOJI CA SEE SHTLI Al FITHS o REV ISSUED FOR DATE RIVOW "'Sit" LIC'TFIX IT ANDASS'LIED, FICTALEGAL. A Z� PAIGil—LA3 kUDNIED �PIU`J�E RL1NGH�EHHk1NP WSO KADCH N,LL �S TOO PDT) A iMU; S z T, !if 1 IsIr" G"L 111FIEDIN1,11111,111 11111111 I(' RFLAM4 SLING (S1I1POOHNG111L Fill PAIL MIMIC FM NEW ROCH .... ... ..... PRDJ U . IA TH tt oat o06 ' TOS f AS HIOUILD T 0 AN W O FFX.',Il EN(IS - II l Ca 0221.11 PANCIWAI I ASIFOLP TO DRANK CHECKED I,STP,6 TRICK 10 11R.W1 IfN(AL AD' 3) FAST ELEVATION DEMO SCALE: 114—P-15' 00 NOT SCALE DRAy,1l GS ILLJ 7D I W 0 < 0 c < '-A EXIST A2 PABAPFT CAP w < HATCHED AREA EXIST. ROOF LINE OF (A] EXPOSED BEAM): G.C. TO PROVIDE 2x4 FRAMING EXISTING MASONRY @ 16 OC MAX WITH 5/8" CDX V. 1. F. 11 z PSL BEAM BELOW — x BELOW PLYWD SHEATHING. WHAP ALL z SIDES WITH ROOFING 1 ht rob y certify th at fts p!m, sp cc tc a en, \ RETURN weput—prpucdby —,Lrd—y STONE TO JAMB. d' < ed �upervis!.,t md that I a,ri a ou:y LINE OF STONE MEMBRANE FOR WFATHIERTIGHT 2x NAILFBS, SEE Lkenat AchKed urdar thu NYLS bf tf� SEAL. PROVIDE BLOCKING, DTLS SIT A3 PRIOR 10 INSEALLATION BELOW LINE OF State ef SHEATHING FLASHIING & SEALANT AS VERIFY CLEARANCE TO SLOPE NO Na., Sea, "I N—U ALL. OW DOOR TO OPEN . SLOPE BELOW REQUIRED i CONT 2x LEDGER "'T Rat, 02/21/11 L'u- # 48718 2 2 STUD WALL A2 PLYWOOD SHEATHING STONE VENEER o PSL BEAM BELOW 2 4'0-0" LOUVERED (CC ]L-LLLL ACCESS DOOR HATCHED AREA: WOOD BLOCKING AS REO'D A3_ S 01'E -s T 2X STUD WALL C:3 CENTERED ON CMUF',- V WALL BELOW Cj N 00 I L —j 0 Lo W Lo n 2 LINE OF ROOF ABOVE (BY TENANT, ALLC) A3 NEW STONE VENEER Lu LINE OF SH EATHING BELOW i \ : - 8 OUTSIDE FACE p r" , LL] M cf i REPAIR OVER EXISTING BRICK. PATCH AND OF SHEATHING INSTAIA. PER Cf) EXIST PARAPET CAP TO LINE UP 1 STANDING SEAM C0 AS REQUIRED TOWER CAP WITH BRICK MANFUFACTURERS (BY TENANT, N.I.C.) CONT 2x LEDGER VENEER BELOW RECOMMENDATIONS o Lu 0 V--RETURN STONE TO JAMB. 2x NATERS, SEE PRIOR TO INSTALL ATION OL- Lu LINE OF CANOPY BELOW. Lo DIES SET A3 i VERIFY CLEARANCE TO C\1 �z 0 ALLOW DOOR TO OPEN LINE OF EXISTING < (BY TENANT, N.I.C) LINE OF CANOPY BELOW. (BY TENANT, N.I.C.) 10, < C ' ) 0 MASONRY BELOW 1 . REV ISSUED FOR GAIL LINE OF CANOPY 4 ABOVE. A2 T, (BY TENANT, N.I.C.) NOTES: PROD 110 1. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF S[IFATHING\EXIST. MASONRY U.N.O. 2. EXTERIOR SHEATHING, FRAMING AND BLOCKING TO BE PRESSURE - TREATED TYP 02 21.11 3. PATCH ROOFING AND COPING AS REQUIRED WHERE WORK MEETS EXISTING TYP D"'IN CHECKED PARTIAL ROOF PLAN PARTIAL TOWER FRAMING PLAN PARTIAL FLOOR PLAN All SCALE: 1/4"=1'-0' SCALE: 114—V-10" SCALE. 1/4-1' -10" N DO NOT SCALE DIDAYINGS Ir IONtA rr w R A- ( II 6 TILE UYJIIILIIS = / i G1111.I.C1 /\ i V I11 IxLS'_C.P IlY 4 nPSrman onDl [fII L 01' _ _ I A IRIrFYSn o- P 4 n + .I /1 .SUIltY _ ill \.. i YD CViiFFS w Z LLJ IT - plebee's _ a N � rl Ii =1l o r— J _ Q s a-, a �_ -. -- -- _.�� _ a In 0 -\ ° 15ALL CORf,: CU PP ;,1 I0 / EXIS 'VC.AEC PGEL -- TO STIRC RPKK. ~ n'xIGAt � uvewr a �i /EI'IISREU FLOP $ -..... -.... Z I hereby C iffy IPA IT s pan specs CalOn, or R'.p. draett sup,M! ISmIVStI ,,,a duyr my Uccnsed Archl'or, more ""B"T"', i'(PIG:1L o O �� Stale 01 Afinnesla. ( � ) WEST ELEVATION SC e e: sEax a �i SCALE: 114 ° =V -0° u Dart _22/2V11 Lee-4 48718 5j AYODI °Ce. - rE \AWIVIGS O J r /Ta'as In6 TYNI AL nnCI IRI TONER' 1111,11D OVF=. 9 a A IOOraD j p 22 2 P IJ9 i0 G0.! >rl'DGiIU!!. LXI '.:L RODE '" AGGI.i.i fl l(,il {` TOY 1001WDECA Ur -- i VEA:'YNEW ROOF CAP DOES P114 EXISIIII - -- SGIL1 IEN'AY�I.I!ICS. ILA A1.IPGS.— S G ���J J r/1 S9TR O TER EMSrI:�C POD PUT I. IIE"FERE YA,x EMI IYPK;AI (NICI 1 -1,04 ('1 I.C) rY CA -TOLCJ �� — PA-Er WALLS I - FLI 'll lGS. IY f — ..torn F %ISx scot. , -. a �_ / nP' L ALL ( = L TYPI:.AI 1 3 LM1 IIUJ,'S I JlAY 0� - P,.jb -y. \ C -_ _. Flt 5 I DIEk I �� NEW STONE 0IE9 _� Neighborhood - - -Gril -.. V^q - B Ar _ 1Y1STPRORGA - - - - -0, I 4HOIDA i( / DDIU 1 Ih.IHIRH a VA GnnDPf Nlllll•I NS, IIC -_ _ _ - - -� I -_�� / �- /( i I I J vdelarlsi.e _ o6r. 00 ELECT mExlsnu, ( - � ° O EtfGIICA II E �';`, - LO IFI "45f @U [LOUR UJI LU COON AS �[I ECI(11 If! SMEARS tl.l C. fLSTI :"EI EC'A CAI COI O.x Ai S_IC PA PIT EXISIIDG PLODS t— v1ELC0YE PACT' SIC;L16[ WAIL RCO..Cf. CO_IFC, iO� F#S:I.IO ARICN P,11Vi Fi]6i1 tD00i� _ - EXISrI.l AICI' P N-1XIS111'3 DC01S. 7 Go OR G TYP{f,Al. TAIIIFR [CITED Try iYPICAI f01nf ?IS SIT ECiFO Be O 2 NORTH ELEVATION ( f ) _ SCALE: 114 ° =T -0° �) PARTIAL SOUTH ELEVATION ij] = W COLOR SCHEDULE: CORDINATF ALL CIRCUITING FOR R C T /ONE'I W (Q w A!EE%l8rl lu AErA'(IV L fOP ', COltEli$, ETC, TO BE SIGNAGE WITH OWN COLOWAL RED ifFl fl ' i1FR5 U DE NA EPIL -I.04 AIFNOOS S UAi0:1201i1: P'IV1E0SxEN'w'P! RUDE CO(IPDIAr: CT (C . FAIT if" P,II!IE"ISII\'6 CAP RFl /SiA PI SRA1.,1FiU CHIP / Q PA'.�I' FXISTI SIAI RI' VISTN I P:R VAIN I I UVRlCP _ _ co P" Pi FIAF`J(),FPS w H O MI /C@ TI COORDIDATE 8 .I1Ell STONF TO Ar STUIECR.IFT !GUSIRCS 'HILL COUNTRY / � FXISII'IA A00F N 2 ROOF C0L0915HII OWNER 0 REV ISSUED FOR DATE w w ,� RED(EAFXI6TIIX� 'iI R SiO _- -� I PRO, I. n om.00G � IS TI'O kA,'9R_... ttPlAa1 CAMPY BY l0 I, II • .. = mx:RS. sic. 02.21.11 - - - - J -- DP.AV:N CHECKED /Ills II J EI 00x A2 �w _ ul w EAST ELEVATION SCALE: 1/4 —T -0" DO NOf SCALE DRAV:n;GS a o � LiJ z s a Q Ll B — ¢ O Q z NEW TOWER CAP STANDING SEAM ROOF FASCIA -- -NEW C TOWER CAP STARTING SEAM ROOF, IA > SOFFIT AND TUBE FRAME BY APPLICANT. r x w FAS SO1HTANDTUBLFAAMEBY o m V ICE &WATER SHIELD OVER TENANT TENANTS VENDOR IS RCSPOrfSIBLC < z APPLICANTS VENDOR IS RESPONSIBLE FOR ALL / ¢ 3 AACHITECTURAL DETAILS &STRUCTURAL ��... 5/8' CDX PLYWOOD ICE & WATER SIIIELU ,, fOR,4LL ARC- IH[CTU9AL D[TAILS & REINFOR BLOOM N.I.C. SHEATHING t \ STRUCTURAL REINFORCING RCOUIREO. W.LC. - r � 2XP.T. STONE TFRMINATION BLOCKING. G.C. -- - - TO PI YVV(l0D GC�TIOCOORDINATE IPIG. SREATI ING YV'JOOD -/ T7 i \ \ 12 / TERMINATION Lu I /�/ l 1 WINH TFrIANT RFI F013 TOWERCAI. -� F 1SHIN WITH INGOT BLOCK „ -%� i "�- ; i A� '' =� \y FLASH OFDINATE �J(,. EKING I \ n , ,� INATION BLOCKI F TO COORO81 TF FI ASHINC OF BI O ,.. - _ ,\ F LA S IN TOWER CAP. \ ', NC STO NECRAFT IJERITAGE lil' L COIIFITRY" VENEER & WATER STILL D - - -- - -- -- - - �� STILL f' VA �^ EATHE R PROOFING ON v /8C ' OX PL YWOOD LOWER CAP. SHEATHING INSTALL PER MANGE STOIECRAFT HE � � � w I j OVER W Fn or fePOrl Was prepared by me or under I \ IIITAGE HI 11 RECOMMENDATIONS \- `..� BY TENn TSELECTOD CDX PI YV✓OOD Sr PROVIDE RI OC3111G Ih eb ecrtiMM1ai the 1s ccauen, or Y I D der my 5/8 CDX PLYWOOD SI IEATI ZING OVER 2X -- -- a dxect sxpervso, and thallxn tr y FRAMILJG. SEE STRUCT. DRAWINGS. - ��� INSTALL PER M4NUF_ (/ , �i ! 8x2 0 OIP, BI U -- t� �J AS REQUIRED licensed Archl.ecl urdar We lavre Nthe O Salu of AUnnesofa \ -- - LASHING UNDER RECOMMENDATIONS ACCESS DOOR . 5/8' CDX PLYWOOD SHEATHING. FACE TO BE ROOFI - LL F _ INSTALLED FLUSH WITH FACE OF EXIST BRICK _ �� _ A ROOF - LNG MEMBRANE (BEYOND) STONBCRAFT'HERILIGE- Pddame Sean fn neuen PSL BBEAM BEYOND. i HI'_L COUNTRY` VENGF? z / _ \ 2' 8" x2' -O" LOUVERED 2X FRAMING. SEE -- I SEE STRUCTURAL OVER WEATHER PROOFING a Sgnawrc -� PROVIDE 2X P.T. BLOCKING AS REQUIRED. - -- - - -- -- - ! J ... _ a COX A CCESS DOOR STNOCIUAAL URAI'JIIJGS - -) DRAVJIVGS II _ ON 5/8' PLYWOOD oae. 02/21/11 License# 48718 PSL BEAM. SEE -- WOOD BEAN. SEE - - -� \ - -- SILL FLASHING . ---- -W'OOD BEAM. SEE - I SHEATHING. INSTALL PER o REMOVE EXISTING BRICK METAL COPING -- - --� STRUCTURAL i STRUCTURAL - � \ _. I �% STRUCTURAL - RECOMMENDATIONS. FACE v C � DRAWINGS ' DRAWINGS INSTALL BEHIND DRAWINGS AND BLOCKING AS REQUIRED AT TOWER sLd VENEER ,m - - ��ly V OF SHEATHING TO BE a �� REMOVE WITR BRICK SOLDIER COURSE AT II AEM 5 8 _ _ _ _ _ _ _ _ _ _ _ _ _ LOCATION ONLY l 1 ,_ NEW ROOFING OVER - -- - . -. -.. - _ -__,_ - _ -.___ _ -_ / RONR OFING rOTBIRANB NEW ROOFING OVER 5/8 - - -- - --- - - - - - - - - - - _ _ _ \ I — INSTAL FL BRICK H ° REMOVE IXISTIN6 BRICK CORBELLING AND I 1 I it I I -- \�, FACE OF EXIST BRICK COX PLY SHFA f HING �i UP AND OVER TOP OF � TOWER LOCATION ONLY UP AND OVER RUN POOPING M1SEMBRANF ,- U J - \ \ SHOTHING/FRAMING & T OR OF /8' COX PLVJODU _ _ UNDER ICE AND WATER - -- -r 1 't _ "_:�, t I'I 1'H IR NAMING, SEE STRUCT. H' Hit sHEArHING /FRnMINC& {111;1 . 111CJJ, hl ,..J ',. T i J..- lJ, I .....:I � ,, .i_ I i 1. l ;:l �' - it , I t I SHIELD TO BE WEATHER UNDER ICE AND WATER EXISTING BRICK - - - - -- - -- s i SHIELD TO RE WEATHER 1 TIGHT. FLASH AS REND _ �V - TIGHT, FLASH AS DEBT EXISTI:NGCMUBLOCK - -- - I EXIS1.8001 -- 2x hRAMING w /LXILRIOR Ix FRA���NGW/ P."VOOD SIDING SHEATHES P, (BEY0110). ANCHOR MEMBRANE� C { SILLS TO ROOF DECK TYP. SILLS TO ROOF.DECKTYP. / - SEAL PCNEfRAHONSIYP r SEAL PENETRATIONS TYP �� x Q NEW ENTRY CANOPY BY TENANT. TENANT'S - VENDOR IS RESPONSIBLE FOR ALL rl m EXIST. STRC h x +I ° ARCHITECTURAL DETAILS & STRUCTURAL — F o REINFORCING REQUIRED. N.I.C. V C. - - 00 H o O O Lo — -- — — �� & L Lo o W t O \ - - - W T > i ] z PROVIDE SMOOTH FACE VENEER AT CANOPY - - - -' I. ATTACHMENT LOCATIONS - 1 .( o o UJ STONECRAFT HEIIITAGE HI'LCOUNTRY" - - - - - -- — - �] VENEER OVER EXISTING BRICK. INSTALL PER z MANUF. RECOMMENDATIONS ( W I' o Q - I o IL C-) Q REV IssdEO FOR DATE z m i � n G PROJ L. 1 O I 1 — 02 2 .11 DRARN CHECKED NOTES. 1, CONTRACTOR TO VERIFY & COORDINATE ALL HEIGHTS WITH OWNER PRIOR TO ol SECTION CONSTRUCTION SECTION L U SCALE: 3/4 " =1' -0" 0 2 SCALE: 3 /4"=19" DO NOT SCALE DRAVANCS a . . ...... . .. . ... .... ED E) �CCFS EJ 11 Eli THERE ET STRUCTURAL TO TBUHE INTERIOR OFT it RESTAURANT. A CHANGESARE COSMETIC JE I I Il A SEATIN COME 10 R�MAIEI WSHEAJI.ED TALL BOOTHS. SHAIRSAND BAR STD)LSAR TO 3- REPIEACEn WITH it BUO CIl 3AR STOOLS ED 3. RE MCA OLD AFTIVALICS 4. RI 'IAUr KINDS VVI711 BULLER S "I'D Rp-�Cl PHIL < GAP �FT "if, BLUE 1r),U LA Sttl E C919, PRO OP OFF, 0 ON < < LU Ln mo 0 A VARIFIBROF ACFFRCT CAR tt1ff,IB1IJFRHK.F TH I C1195 'nl 01 RED F ] IFI I abby rhy that tus Wa. cpxitcal,on, Or par, "n pr b y D, or Bud,, Buy 'c Mail 0 I and that I ain adult' F Licacraul Arch A A tuart IBM Era la"r, dr tha [J-A 11 B Nmt W., SE., M, Net"! uquat-­/ " t ;A 11 1,1 EXIST VI., �611 C D , AN111TE1,111 v; CEIr \xD C EXISTING KITCHEN Date: 02/21/11 Liumst, # 48718 R ANALL,APFil 1REr AVKAD TIE, TAR A Or Y TO REMAIN AS IS 0 CARPETVIR111HUERIDGE S!YL1 Ugla,, COLD RED N.I.C. EFTWOVE ART REPLACE EXIST J L I O - , SEE 116 FOR AYI AIR DE t )i Vi LIGHT Bok (Or C\j I 00 V J � O 0 L-) Lj L -I Lo /A' ' STVID FOR ITY TS n U NY AN MYATT APPLE TkNGIP III, APN 1 V, TARD IT, p"' 4 ClOq AND PEPLACI "'ITS VI III l., 3LUCHES BUIX)YEAN) KYLACE 0,131 Ros EI -j RUS LAVOCA AD — — — A- CO S trom BIT SERVERS 1 6 ANRI I " WS AUENT) DETAP S Co JLEOAL Vil) OLD VC!, EX121 11 A j La i f 0 co T- T — — „I I ITEVI DRYVIA- ALI V1111 1W U I I I f COIRNGIR- - 0 < 0 RON IL TANIEI NL L Lo F cj V CL - n? RED IL pl V� 0192 SO T" ?TOILET LOWS R M11 TeJ1H PFn[ MULE < BE 4W ARE) PEEL ACE EXIST. XACITI TO;' B lm� HE Abrvc� EXIS11 — ----- 1 III R, B 11,11 'Al,ITY TOP, COLO' 'C' - UIILE,rf it ERIC V1 i ly EXIT Y R ' U ' l p MIT RNGE MCET !O ET FROM NtAll TARONS TRUST T PRLIR W (I I 0 REV ISSCED FOR DATE FI,AEP ARE EXIST. FAUCETS ACIFIRT RIC AIRIESTERV MTER HAINLIC ADA WRINEWQXR2DARKIANO TERM TE RUPOVEAS COtFORMTOADADEWLSASS110, 0 " MIN 'I' MITIRDEl PROJ N. tIRPIAEAS 3 T-6 1.1111u, fw 1, - PEIPIRIOALL F EILCTHC R',) ROA It,, UP suN`CqT LAW CASPIN111 1, WASTE 111FP SPEL, I,, Ax D Sri, FCEITICIF 1 0221 11 I r ECE To I E HARTLE SHA-L It I Ca ;. I ...... .... .. ... E ECIPT� G I I E . OR TR hou SDI L DRAY,;) CHECKER E cog WA-L C01 (11 REAL L - 1 3 � 7 'IT, OF IRE TO Putt& DE510SNEWELT SRFV N MOST NA Ell CLOSET Sill �WTOIP I POOL I)FK`.AI U11 ETEME & TW IT ACCESSIBLE C-0sri PuRCEt 1OYIfl GILTUR S OWE I)SER MET Ns: R NAPKIN NSP`�SER SEA I cam lTI1PECSfP A4 Cl) INTERIOR FINISH PLAN 0) MOUNTING HEIGHTS SCALE: 114'=V-0 SCALE: NIS DO NOT SCALE DR&YVBGS O P CH ui li > I' I'm,: A, N33, IF mIlAN �MIAOF ITHIUal LLJ . 'L W AS W"i "IFIL'I'L F ;0_1 < I -IJSFFDll RACK [ III, < j �!I I � 2 IS 0 1 < Lu mo )p OF 11*110 ILL MIT 1111 11 El TO HE, �7 P�DA1161 $A FL( 11 P) ' MponwaS prepared by me or arde, my by ... Dfy that th's Vain. spaciV allcii, r or Meet Sp,,i,l , and that I a:1 a Nt, / 1 I - -� a I T, LiCOnSM Areal Uoar" to, d" of too, 0 state of Nlio—old. 1 P w PLOT I— Sr.H "I M1 EXISTING KITCHEN q ul, 02/21/11 L,11.o 48718 TO REMAIN As is LET OCAT N.I.C. SIWACAIDI 311D IT � i (Dllt� REQDFC I THE I VHT OF Ii 11 4; GL(TJa S� LED �f N1711 AT I IMT �I Y I Flfl�Mf) - 11 UI "HL AI� ONTS 1 TA;,'F 9GIIIGIl HE FEE TICI, 00 -i r) 0 TOLLY UJ ROOM C LINO 10 REI.T. XIFST.OAFRIFI SOE If Al I I %S Al FEW TV 0W S T IT MIT 0 Kaffll OFT 2/A5 Lu CE D, co FXIS Hit, TOTLET OW To N 01 ILT^� JET 0 ui ENIA14ASIS (0 01 q 0 CL < IL HE? TIN[ �u i ffA!H co 0 [TELLS AND l(p,I "T" < FENDWS 11 SAVE LOTAII'Ll fYRL U REV ISSUED FOR DATE WRI=CH.G TO STRUCHAIII R, Gc [NOTE q q 011 EXIST :O l I -D'RCAD ROD SHE FLIS 1) XRDI Mf STITT 1 11R TER 5F 3C( SOFFIT SUALL I OL-i OUTLIH E A KIRIPfOlOSTIPUCLITIF Or I L IIARCORRITHRIP DARSOFIFFIROLVIOH; NI AVISI'LlipmI O ME ACIII)SICAl lI RK; III F IF FAR 1) ON( 0 .'d PRDJ No 11 all— PPE O so:fll By W11 V, ,IL TO 1 0221 11 ENLIM IT "FFIT ± 83OL11S mcSSED III WAVal CHECKED -ITUTRO Ou"Lll or OP,Al OAK SUFFIT (RELATIVE). 10"It'YE16 I of bOFUU I 15EOUTTS N 02 BAR SOFFIT -------- ---- IF SECTION WO REFLECTED CEILING PLAN P A SCAM: NIS G) SCALE: 1/4"=l'-O' DO NOT SCALE DRMYNGS ci AV � w L S Q 73 Q U-1 - a o s Z _ N or a u a 3 z 1 I i Z Q S Y = 'i m o ur s'emOiaFnr,F TOP - .. - -- -- -' 1 12`SOLID SNIFFLE TOPE SPLASH --""- O 2 r El P IN {,ArFFIN III ON AOII15iAIi IF U II 11 II Sl DED DM11 EA fA.0Ni S11 LL 3E 5 - SHFlVFSr�iAMFKf,AItIVnI!IIENIOR II II II II NJIIK YAP EYIYIlUDD FCIOSirIYEr io II _ II n II nalrr,P al,nC -lr inl=Vr croon. '., - II II II II ', S l >- ��< <' Inereby cpr prepIld y spp or p y H II n n_._ � � sort v+as prepared by me or ostler my d-I su tllOAIalna01 11 I I I I I I 2 pZ 's'o hDeC a� y rr LbGnsetl AfppF.Cp1UMEr 111.' 1111 of the II II PL�STI U':!Iri[ FIlM D! I DJOSTAI:L( : I DChI'G�DIFlAT O S.a!e of Allnnesol2 N IJ If Li U 3HLLUR HA'1L& CADNn NEIR I PAWN DV EDO N me Se Ni Nea. PHIL!", BEEF) O — z :0'19ina A! Date. 02/21/11 License# 40718 O' r l!CR O r r1 /l ... uI2au. EUSrr „ID MILT P TOWN ,oHN.o,vu... ... a, N. anLL�7ea ^;coNSIPUCr:oNroPLl.�.wr.. o 0 N OPCIk':S O 1 TYPICAL HOSTESS STAND SECTION 2 TYPICAL SERVER STATION SECTION a SCALE: 1/2 " =1' -0” SCALE: 1.112 " =1' -0" w L kE0 D U� IIITEP.OR -- — U - F N 0 NEW4COMPA(iTMENTSINK uD•+GDLN SISII;lcuuvr -rnP — w Q- OD ^sllmslRDlsL — a J Lu O LQ Lo j TTTLTj 1- T I J I•!M MT O W / LEI LIGHT cjj MEH\�' dP , - -- -- — z O cf) PLASTICU.IATE TYP T WILD rn.w ID �.mnnv A a GalrT i unmlx.emaR x - --- TOO BYOliNEP. LLJ l _ BW -0I Hli „ - - N NEW BACK BAR IL Cfl Q CL CABINET WITH �' siucmlES�wur - _ -_._ E a ' co PRE -WIRED LIGHTS T — _ -_ _ — — ,-- O PLiLE ED]I IiF51. C /:IINIATE CUM. i� - ' � � i Z REV ISSUED FOR DATE YJ (:. NEA•m.9PASE I F wunDPla Ca - — — — — H D.AN 3 L VIT � NEW OPENING AT SIDE EYE �� - BE-FLE 1001 REST, _ OF BAR, COORDINATE - IIIE OF !EW BAR 4 COORDINATE COLOR J i WITH, OWI9ER TOP ABOVE W /OWNER L3 n "'U.N.O. ALL BAR EQUIPMENT /CONSTRUCTION TO REMAIN... ° url,D.:�LR�P LDU r <Lm +cousmucun nnnLltaly •' -- — C J INTERIOR FINISH PLAN TYPICAL BAR SECTION TYPICAL BACK BAR SECTION PRO, n.pn1.000 .� SCALE: 1/2 " -1' -0" SCALE: 1- 112 " -1'4' C� SCALE. 1- 1/2"=1' -0" x > 02.21.11 0 U DRAIVM CHECKED IS w A 2 DO NOT SCALE DRAynNCS a EG O DESIGN CRITERIA STRUCTURAL STEEL a vl 1. BUILDING CODE: M.NNESOTA STATE BUILDINGCOE I. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL IS TO CONFORM TO RISC Z ON SPECIFICATIONS AND CODES. ED: 2. DESIGN LIV E LDADS: DINING ROOMS AND RESTAURANTS 100 PSF 2, PROVIDE STRUCTURAL STEEL AS FOLLOWS: F- ALLOTHERSTEEL ASTM A36 " O 3 WIHD LOADS O 7 I 3 WALLS (VERTICAL PROJECTED AREAL 15 PSF 3 ALL STRUCTURAL STEEL, IS 70 BE STRAIGHT AND FREE IT TWIST. 52 - .-- - Q ROOF (HORI2DINAL IRD1E1TED AREA) 15 DEC :, 0"REINES MET ISO ITAL PROJECTED AREAL 20 PSF 4. ALL BOLTS, NUTS AND WASHERS ARE TO CONFORM WITH THE REQUIREMENTS 0' ASTM A325 OR A490. N 4 SNOW LOADS: S. U1iLE55 NOTED ON THE CONTRACT DRAWINGS, ALL CB411C(TI045 ARE TO OC DESIGNED A110 DETAILED BY U NR v GROUND SlIOW LOAD 50 PSF ill[ FABRICATOR USING RATIONAL EIIGINEERING DESIGN ANN STANDARD PRACTICE IN ACCORDANCE Wlili F o 0 FLAT ROOFS 35 PSF ill[ RCQUIREL ER , Of THE CONTRACT DOCUMENTS ADD SIGNED AND SEALED BY A PROFESSIONAL r - - I - -SELF- SPAN'J :4G STEEL w ¢ o m DRIFTING SNOW LOADS PER ANSI /ASCE 1 -98 ENGINEER LICENSED IN THE STATE OF MINNESOTA. THE GENERAL DETAILS SHOWN ON 111[ DRAWINGS ARE / V IUWER CAI' CAVAULE U ry n EXISTING STRUCTURAL MEMBERS CONCEPTUAL ONLY AND, UNLESS SPECIFICALLY NOTED, DO NOT INDICATE REQUIRED NUMBER OF BOLTS OR / OF RESISTING ALL n o WELD SIZES. S2 NOTE 3 IN'O:CATEU pE51GN ¢ J _ - _ -- \LOADS(250I MAXIMUM F O SIZE AND CONFIGURA11011 OF INDICATED EXISTING STRUCTURAL MEMBERS BASED ON ORIGINAL STRUCTURAL 6. SEE ARCHITECTURAL DRAWINGS FOR REDO RED MISCELLANEOUS METAL BRACKETS, SUPPORTS, BRACES, SELF- WEIGHTI O J N v 4o 3 DRAWINGS PREPARED BY KERR CONRAD GRAHAM ASSOCIATES, DATED MARCH I, 1995, ETC. NOT INDICATED ON THE STRUCTURAL DRAWINGS. GENERAL REQUIREMENTS i. ALL WELDEIG ELECTRODES ARE TO BE E70XX. 2-h6 HEADER 2 _ 3 BELOW (TYPO 4 N D I DRAWINGS ARE 1107 TO BE SCALED I!1 THE FIELD. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAW11 B. ALL WELO!11G WORK IS i0 CONFORM TO THE AWS 011 STRUCTURAL WELDING CODE, LATEST EDITID'!, AND \ S2 8 /S2 w D MENSIONS. VERIFY All DISCREPANCIES, ERRORS OR OMISSIONS WITH ARCHITECT BEFORE PROCEED NG IS TO BE PERFORMED BY AWS CER iIFIED WELDERS. WITH WORK. 9. THE , , , CLOCKED SHOP DRAWING U O VA4 2 VERIFY SITE SURVEY AND DIMENSIONS WITH ACTUAL CONDITIONS III FIELD. VERIFY ANY DISCREPANCIES, FOR ALL L STRUCTURAL C IS TO SUBMIT HE ENGINEERED COORDINATED AND CH AL STEEL 10 THE ARCHU ARCHITECT /ENGINEER i0 REVIEW FOR COMPLIANCE WITH THE DESIGN 'I \ to `: CONFLICTING CONDITIONS OR DIMENSIONS WITH ARCHITECT INTENT PRIOR TO THE START OF FABRICATION AND /OR ERECTION LICENSED 'S I I '. Q PROFCSSN)yflL. `. 3. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE FAMILIAR WITH ALL DRAWINGS FOR THE 10. MINIMUM FILLET WELD SIZE IS TO COMPLY WITH THE AISC REQUIREMENTS, BUT IS NOT TO BE LESS THAN '', - kT01h'EFH m PROJECT 3 /161NCH, UNLESS NOTED OTHERWISE S O 4Lik1 rEc 52 UPPER ROOF FRAMING PLA 4. CONTRACTOR I5 RESPONSIBLE FOR RENEWING ALL PLANS AND SPECIFICATIONS, VERIFYING ALL EXISTR U 11 SHOP AND FIELD TESTING AND INSPECTION Of STRUCTURAL STEEL FABRICATION ABU ERECTION WORK, 51 SCALE: 114' =1' -O CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION AND IMMEDIATELY NOTIFYING ARCIITECT OF ANY IN 6 E BED AND BOLTED CONVECT CI OOIN WI IONS, ARE SCOURED AS INDICATED IN THE SPECIFICATION. DISCREPANCIES OR CONFLICTS. I NOTES: i 12 THE CONTRACTOR IS RESP ONSIBLF FDR THE CORTRSH BE AI, I. ERECT 1011 PR DCEDDR ES AIID RI QDENCES, 1. VERIFY ALL pIMC11510115 AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO U 5, SUBMIT SHOP DRAWINGS PREPARED BY CONTRACTORS, SUPPLIERS, ETC. FOR REVIEW BY STRUCTURAL ESP COAL I WITH REI, ATION ED TEMPERATURE DIFFFRfNTIAL, ERECTION TOLERANCES, AND WITH RESPECT CONSTRUCTION. ENGINEER FOR CONFORMANCE WITH DESIGN INTENT. 00 NOT START WORK WIIHDUT SUCH REVIEW GENERAL TO STRUCTURAL STEEL FRAMING INTO BEAMS, COLUMNS. OR WALLS. 2 ROOF SHEATHING SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL 114FORMATION. i CONIRACRTOk MUST REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL TO STRUCTURAL ENGINEER. 3. 2x6 ROOF JOISTS AN 2xL CCILIJG JOISTS AT 1L" O.C. O STRUCTURAL ENGINEER WILL RETURN ONE PAPER AND ONE REPRODUCIBLE COPY AFTER REVIEW. 13. AFTER FABRICATION, ALL STEEL IS TO BE CLEANED OF ALL RUST, LOOSE MEL SCALE AND OTHER FOREIGN MATERIALS. PRIMING 15 REQUIRED FOR ALL STRUCTURAL STEEL, EXCEPT IN AREAS TO BE 6. GENERAL CONTRACTOR MUST CHECK WITH ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, M REP DO BEE D. p ELECTRICAL AND OTHER DISCIPLINES FOR THE SIZE AND LOCATION OF OPENNGS, SLEEVES, CHASES, O� CONDUITS, DEPRESSED AREAS, FLOOR FINISH FILLS, ANCHORS, HANGERS, CURBS, EQUIPMENT SUPPORTS, N., THERE IS TO BE DO FIELD CLIMBED OF STRUCTURAL STEEL MEMBERS, FOR THE WORK OF OTHER TRADES, � INSERTS, CONCRETE PADS AND OTHER MISCELLANEOUS ITEMS CONNECTED WITH CONCRETE CONSTRUCTION WITHOUT THE PRIDR APPROVAL OF THE ARCHI3ECT /ENGINEER lLl� BEFORE PLACING CONCRETE. K 15. ALL ERECTION PROCEDURES, CONREETION DESIGNS AND CALCULATIONS ARE TO BE PREPARED AND I - -, I 1 ). CONTRACTORS TO ASSUME FULL RESPONSIBILNY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS AND BY SEALED BY THE CONTRACTOR'S QUALIFIED STRUCTURAL ENGINEER LICHESE014 THE STATE OF MINIIESOTA. o / l PERIODIC DBSERVATIDR OF CONSTRUCTIOU, FOR THE FOLLOWING ANY REVIEW OF SUCH CALCULATIONS AND/ OR DRAWINGS BY THE ARCHITECT /ENG'1EER WILL BE SOLELY w A- COMPLIANCE WITH CONTRACT DOCUMENTS. LIMITED TO ANY EFFECTS ON THE INTEGRITY Of THE PERMANENT, PRIMARY STRUCTURE. B. DIMENSIONS TO BE CONFIRMED AND CORRELATED ON THE JOB SITE BETWEEN - -J INDIVIDUAL DRAWINGS OR SETS OF DRAWINGS a C. F ADD ICATI011 PROCESS AND CONSTRUCTION TECHNIQUES NNELDBtNG EXCAVATION, I NOTE 2 N W THE AND TI1E VAIRIOU F ORM W EICI' 03 BELOW E SAFE CONDITIONS AT THE JOB SITE 8. ALL MATERIAL DES1611 AND CONSTRUCTION MUST CONCERN TO ALL STATE AND LOCAL 8U LDING CODES w A 1D REGULATIONS. 9, SECTIONS, DCTAILS AND NOTES ARE INTENDED TO APPLY TO CON, AR SITUATIONS/ CONDITIONS ELSEWHERE. ID. PROVIDE TEMPORARY SHORING AND SUPPORT AS REQUIRED i0 MAINTAIN STRUCTURAL INTEGRITY DURING EXECUTION OF THE WORK, It. THE CONTRACTOR 15 SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. t`VV1 SEQUENCES AND PROCEDURES. ; a EH J O OD 12. PROVIDE THE ARCHITECT ACCESS TO THE WORK IN PREPARATION OR PROGRESS, WHEREVER LOCATED. EXISTING W8x10 ¢ Q O LINTEL BELOW a II"u++LL!!yy") 13, BE SIGN REQUIREMENTS SHALL BE FOLLOWED EIJ MRELY REGARDLESS OF WHE TITER THEY ARE GIVE 11 BY BOTH THE SPECIFICATION AND DRAWINGS OR BY EITHER ONE ONLY. WHERE [QHPLIANCE WITH iWD OR ) MORE STANDARDS IS SPECIFIED, AND WHERE THESE STANDARDS ESTABLISH RIFFERENT OR (OtIFLICTING 52 Q REQUIREMENTS FOR MI.11 FUEL OVANTIME50R QUALITY LEVELS, THE MOST STRIII W GENT REQUIREMENTS ARE w TO BE FOLLOWED. ABOVE ^ I 1 ' 14. DESIGN, PROVIDE, INSTALL AND MAINTAIN ALL UNDERPINNING, SOURING, BRACING, ETC AS MAY BE 3 W LL.. REQUIRED FOR THE SUPPORT AND PROTECTION OF SURROUNDING EXISTING PROPERTY, BUILDINGS, I Z UTILITIES, UTILITY EQUIPMENT, ETC THE COST OF THIS WORK IS INCIDENTAL i0 THE CONTRACT ;, SI 1 0 W S2 m SAWN LUMBER O VJ T - 7 - 2. F 1 ALL GRADES OF LUMBER ARE BE RATED BY THE SOUTHERN PINE INSPECTION BOREAL ISP � OR THE �- O WESTERN WOOD PRODUCT ASSOCOC IATION IWWPAI. LUMBER GRADES ARE TO BE AS FOLLOWS, WITH H A 2 -2 6 MAXIMUM MOISTURE CONTENT OF f9%: SZ . SOUTHERN' L ' N0.2 m '^ .HEM_FIR N FIR -LARCH NO 1 F W i( . HEM _FIR 0. 1 I 1 � z l 2. PROVIDE STANDARD CUT WASERS FOR BOLT IEFABS AND ED BEARING ON WOOD. 2 S2 J Lo H 5I Q IN sL 3. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. QS p (h 4. MWIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS IS TO BE IN ACCORDANCE WITH THE LOCAL m IF \,� +, w Q c J o BUILDING CODE, 110 OTHER CRITERIA IS GIVEN. ``"'�' 4 0 = 5. CONNECTORS SHOWN ON DETAILS ARE MANUFACTURED BY SIMPSON. WRITTEN APPROVAL BY ENGINEER \. S2 ~ PB BUD TO CONSTRUCTION IS REQUIRED FOR ANY SUBSTITUTIONS. - -- - - -- U REV ISSUED FOR DATE Z PLYWOOD SHEATHING LODGE SHEATHING: 5/8 IN014:'IIALI C -DX APA EXPOSURE 1, 32/16 WITH 1 /0" CLEAR BETWEEN PAN EXISTING W30x99 ElS i0 ''' BELOW 5 -- ALLOW FOR EXPANSION. PROVIDE ONE PANEL EDGE CLIP PER SPA14 W Q 2. WALL SHEATHING: 1/2" (NOMINAL) APA RATED STRUCTURAL I SHEATHING. ED Q 2 3. FASTEN ALL PLYWOOD SIT ATHNlG WITH Md NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT (OORD. )' -0" O Q H _. INTERMEDIATE SUPPORTS (UNLESS NOTED OTHERWISE) ' WITH ARCH RCM PARALLEL STRAND LUMBER IPSLI 1 ALL PST's ARE TO HAVE THE FOLLOWING MINIMUM STRUCTURAL PROPERTIES: O FG _ 2900 psi ,y PROD. N. p 1^. D.91.DDc f v = 296 si - F, = 6SO psi 1111PENOICOLARI O Fc = 2900 psi IPARALLE11 E ? BDO,00a psi a 02.21.11 �1) KEYPLAN �L� 3 MANUFA(TUR[0 BY THUS 181ST MACMILLAIi. ANY SUDSTITUTI045 MUST OC APPROVED I4 WRITING BY N iHC ARCH]TC CT /ENGINEER PRIOR TO CONSTRUCTION. 51 SCIIGA ^ATIC I PROF ES ;JILL ENCINEER U z PARTIAL MAIN ROOF FRAMING PLAN DRAWN CHECKED H IM1 or YIM1 t@ pl W ' BI SCALE. .Ira' =1'0 t p P- Boy a= yl U 4. PROVIDE STANDARD CUT WASHER FOR ALL 801.1 HEADS AND NUTS DEALING 011 W000. NOTE M, tt S. PRESSURE TREAT ALL WOOD 14 CONTACT WITH CONCRETE OR MASONRY. I. VERIFY ALL DIMEDSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO E,91- .,durllal -,flto w CONS TRUCTIOII. Stare of l.',iaa ^so'.a. �� p I S 2 EXISTING 1 I /2 "x 22 GA. WIDE RIB METAL ROOF DECK [/� It1. tt ®R @ ®B DICATES 2,4 AT 16" O.C. MAXIMUM LOAD - BEARING STUDWALL. ALIGN STUDS -'H IJam,e. Lai': SIM BELOW WOOD JOISTS ABOVE PROVIDE 2 -2x4 STUDS MINIMUM BELOW ALL BEAM AND HEADER �, f _ BEARING LOCATIONS O.N.O. SEE GENERAL STRUCTURAL NOTES FOR SHEATHING REQUIREMENTS. Sid, +tine: H 2 DaN;: 02.21.11 Li;anse 4 4894t 00 NOT SCALE DRAWINGS a 0 a w w IF BEAM, WALL O EL F sNEAi111NG SEE PLAN \ I O WALL Ir WOOD STUD WALL F SEE PLAN WOOD BEAM Q ~ SEE PLAN - SHEATHING [TYPE / 12 TOWER (AP - , SEE PLAN N O / _ SEE ARCH_ SIMPS ti T59 TWIST / PSL BEAM (WALL SEE ARCH SHLATMRIG ITYPI STRAP EACH SIDE OF PSL j / SEE PLAN SEE PLAN v BEAM 1� r SHEATHING ITYP.1 TOWER CAP >s TOWER CAP SEE PLAN SEE ARCH. I B.Y WOOD JOIST SEE ARCH_ 5 -88 NAILS SEE PLAfI = U N f J J K WOOD BLOCKING - ~ J. S/ BEAM EL WOOD STUD WALL m SEE ARCH. WOOD STUD WALL L AS REQUIRED \ -- - w SEE PLAN . =- WOOD STUD WALL SEE ARCH. SEE PlAi1 O _J SEE PLAN � / �\ �- \ SUIT HIA HOLDUWN 3 i' -- W000 101ST D 10151 SFF. t /SS 11E W VENEER - WITH 5/B "0 HILTI \ SE WOODL N PLAN EXISIING METAL DECK S NEW ', KWI1, 518 0 E %PANS.OH SITE ARCH AN11,11 AT ENU STUDS SEE PLAN SEE PSON 12.5 HURRICANE E %ISTIIiG RICH, JOIST J SEE 1/52 DIRECTION VARIES FOR REMAINDER FOR R[MAI!IOER AT 32' OCC EX STI TH 112 613 NG VENEER - U CONi. 2x4 WI" yl5 u SA SEE PLAN .__....__ -- _ SEE ARCH, \� ENDED. HILTI KWIKBOLI 3 O ` EXP At1510N ANCHORS Ai N % LICENSED 32" QC. a � r PRO(- ESSIQeiK ✓- .....,- tt ENGINEER r EXISTIIIG MASONRY WALL SR AA SEE PLAN ���� WOOD STUD WALL BEARING i ` �"�s d'F 34'E pk ese°" g w 6 1 AT W OOD BEAM BEARING AT PSL BEAM 2 WOOD JOIST PARALLEL TO WOOD STUD W ALL WOOD JOIST BEARING AT WOOD STUD WALL �� WOOD STUD WALL BEARING AT EXISTING MASONRY WALL a 52 SCALE: B'4' =1'0 RE':2/51, tiS2, 3rS2 52 SCALE.34' =1'0 RE YSI S2 SCALE: 9'�1' =1'0 RE'. Y51 52 SCALE: B %4' =1'.0 RE. 221, B'SI U 1A O \ � I 1Z SWATH!%1TY" SEE ARCH c; SEE PLAN i TO (AP / \ SEE ARCH T1 p I SEE PLAN S Btl 21AIL5 SHEATH II SUO I - ' _ - T/ / \ f / / \ SEE PLAN \ SEE PLAN hALL w ��� • I l i-f - [xISTI9c n4soNRr 3 WOOD BLOCKI IG -- - - _ WpOp BEAM / WALL _ - - 1/2" PLYWOOD FILLER AS �= W000 HEADER w AS RED TED �- \ EXISTING CMU WAIL / SEE PLAN PSL BEAM —� �\ / SEE PLAN \ REQUIRED SEE ARCH. _ \\ WOOD IOISi SEE PLAN ��_ _ _ r T/ BEAM Ei.. SEE PLAN �... I� SEE PLAN \ I'- 12 x1' " NEW VLN[ER =h. `. I" SEE ARCII 1/2 -0 STEEL - �" 2 a�11��GG PLAT E WIID 4 -1/2 "0 SIMP504 H2.S IIUI2RICAli[ - \VI HILTI HLC SLEEVE - B /HEA EL. CO H. \-� ��\ 7� -} - -- Z TIE A T NH.5 SEE ARC ANCHORS SCE ARCII 3 \ x3 " EXISTING VENEER - 1/4 "x3 "MIN BRO Si EEL 1/4 ""MIN. DUE. SI LEE IB SPACINGI SEE ARCH. `J -- WOOD STUD WALL 1/2 "x6 xt' -0" PLATE - SADDLE WITH 1 -1/2 "0 /� O �-- SEE DEAD WITH 2-1/2'O HILTI DEC TURD BOLT SADDLE WITH LRU BOLT SIMPSDN H2A HULDUWN SLEEVE ANCHORS IB" THRU BOLT � - WITH 5/8 "o HLTI SPACING) ' p w EXISTING MASONRY KWIKBOLT 3EXPANSION -~ a O SEE PLAN ANCHDR AT CORNER /O•� ._._- ....._n.- ._...- STUD R, L� Lo CDNT. 2x4 WITH t/2 "0x3" EMBED. EXP. ANCHORS Al O O 32" BE PLAN DETAIL AT GG — 5) WOOD JOIST BEARING AT EXISTING MASONRY WALL s WOOD BEAM B EARING AT EXISTING CMU WALL �i� PSL BEAM BEARING AT EXISTING CMU WALL �B1 WOOD HEADER AT STUD WALL W 52 J SCALE:3'd 1' -0 RE:2 52 SCALE:1'A' =1'0 RE. Z'S1 S2 SCALLY4'-1'0 . E:A 1 52 / SCALC:S'9' =1'L" RE: 1'S1 W CL \ / \ / m CA f O F 1 � T m,]/�' O W W Z Q _J c\1 D_ o D Q O o REV ISSUED FOR DATE z A _ -- K A GO S V Q O HOW N. 11.- 001.006 z u 02.21.11 0 11-1, S IO 1"I ED U DRAM' CHECKED I hCreby "OR 1"I lh[5 phn, SpCdS:alun o' � regoN w8s praparad try mo or urUxr my dracl sepeMsion and thallam aVUy Liwnsei I BLa,c of N 1L EOgivsar unAer the laxa pllha w "l.Onaso'a. � Prinl Name: 0 * 2 Louts SENI Bignalu�e: -- W 2 Da•.a: 0221.11 1Jwnse4 tt DO NOT SCALE DRAW.NGS a