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Discussion Item RDA Properties surrounding 45 W. 6th Ave
25 34 107 14 15 30 106 716 107 701 715 707 344044 39 118 114 10 6 100 113 103 110 304044 41 35 25 51 35 50 1731 4050106 110 609 117 18 608 45111 613 617 W 8TH AVW 8TH AV W 6TH AVW 6TH AV W 7TH AVW 7TH AV NEBRASKA ST NEBRASKA ST W 5TH AVW 5TH AV J:\GIS\GIS_Base_Maps\Planning Base Map.mxd User: andreaf Planning BasePlanning Base The City of Oshkosh creates and maintains GIS maps and data for its own use.They may show the approximate relative location of property, boundaries and otherfeature from a variety of sources. These map(s)/datasets are provided forinformation purposes only and may not be sufficient or appropriate for legal,engineering, or surveying purposes. They are provided “AS-IS” without warranties Prepared by: City of Oshkosh, WI Printing Date: 9/20/2016 1 in = 83 ft1 in = 0.02 mi¯ 25 34 107125127131 14 15 30 106 716 121 107 701 715 707 344044 39 132 128 124 118 114 106 100 113 103 110 304044 41 35 25 9 126 51 35 50 615 1731 4050126106 122 110 609 117 131 127 123 117 113 107 105 100112116122132 600 710 706 106A 123A127A131A 18 106 605 607 603A 603 601 501 716 608 45 500 133 605A 111 800 802 804 806 808 810 812 814 820 822 824 826 828 830 832 834 840 842 844 846 848 850 852 854860862864866 868 870 872 874 425 607A 613 617 851 SS MM AA IINN SS TT S MAIN ST BRIDGE S MAIN ST BRIDGE W 8TH AVW 8TH AV W 7TH AVW 7TH AV W 6TH AVW 6TH AV NEBRASKA ST NEBRASKA ST W 5TH AVW 5TH AV E 7TH AVE 7TH AV E 8TH AVE 8TH AV J:\GIS\GIS_Base_Maps\Planning Base Map.mxd User: andreaf P l a n n i n g B a s ePlanning B a s e The City of Oshkosh creates and maintains GIS maps and data for its own use.They may show the approximate relative location of property, boundaries and otherfeature from a variety of sources. These map(s)/datasets are provided forinformation purposes only and may not be sufficient or appropriate for legal,engineering, or surveying purposes. They are provided “AS-IS” without warranties Prepared by: City of Oshkosh, WI Printing Date: 9/20/2016 1 in = 133 ft1 in = 0.03 mi¯ MA U S T O N 23 MO N T E L L O 36 12 15 1 MI L W A U K E E MA D I S O N 51 94 94 94 43 90 90 90 94 43 41 GR E E N B A Y AP P L E T O N RA C I N E KE N O S H A SH E B O Y G A N MA N I T O W O C FO N D D U L A C OS H K O S H SU P E R I O R WA U S A U LA C R O S S E EA U C L A I R E 53 2 AS H L A N D ST E V E N S P O I N T 14 1 8 RH I N E L A N D E R WI S C O N S I N PA R K FA L L S 13 RA P I D S TO M A H 11 LA K E RI C E DE T A I L C A L L O U T RE F E R E N C E SE C T I O N C U T R E F E RE N C E K E Y E D N O T E DE T A I L I D E N T I F I C A T I O N AR E A I N C L U D E D I N DE T A I L DE T A I L N U M B E R SH E E T N U M B E R O N WH I C H D E T A I L I S LO C A T E D DE T A I L N U M B E R SH E E T N U M B E R O N WH I C H D E T A I L I S LO C A T E D DI R E C T I O N O F C U T NO T E N U M B E R (S E E K E Y N O T E L E G E N D - S A M E S H E E T ) PO I N T S T O L O C A T I O N AF F E C T E D B Y N O T E DE T A I L N U M B E R DE T A I L S C A L E SH E E T N U M B E R O N W H I C H DE T A I L I S L O C A T E D A1 0 1 1 3 4 2 SH E E T N U M B E R O F EL E V A T I O N S EL E V A T I O N N U M B E R DI R E C T I O N O F V I E W IN T E R I O R E L E V A T I O N RE F E R E N C E FL O O R L I N E 10 0 ' - 0 " IT E M O R O B J E C T BE I N G D E F I N E D EL E V A T I O N EL E V A T I O N M A R K E R AD 1 CB 1 RE V I S I O N S GR A P H I C A L L Y OU T L I N E S C H A N G E S CL A S S I F I E S W H I C H S E Q U E N C E T H E CH A N G E S B E L O N G T O (I S S U E D A T E S A R E L I S T E D O N S H E E T BO R D E R S & S H E E T I N D E X ) RE V I S I O N AD D E N D U M CO N S T R U C T I O N BU L L E T I N A1 0 1 1 A1 0 1 1 VI E W N A M E SC A L E : 1 / 8 " = 1 ' - 0 " A1 0 1 1 1 N O R T H PR O J E C T LO C A T I O N SA N I T A R Y F I X T U R E S OC C U P A N T L O A D S NU M B E R O F S T O R I E S CO N S T R U C T I O N C L A S S I F I C A T I O N AP P L I C A B L E B U I L D I N G C O D E S BU I L D I N G S I Z E PL U M B I N G F I X T U R E F A C T O R S B A S E D O N 2 0 0 9 I B C T A B L E 2 9 0 2 . 1 20 0 9 I N T E R N A T I O N A L B U I L D I N G C O D E 20 0 9 I N T E R N A T I O N A L E X I S T I N G B U I L D I N G C O D E - L E V E L 3 345 OF F I C E 1 0 0 G R O S S BU S I N E S S A R E A S 4 , 4 2 4 1, 4 1 6 5 0 0 G R O S S ST O R A G E OC C U P A N T L O A D S B A S E D O N 2 0 0 9 I B C T A B L E 1 0 0 4 . 1 . 1 EX I S T I N G F I R S T F L O O R 6 , 3 1 4 S F FI R S T F L O O R A L T E R A T I O N S 4 , 1 7 4 S F SE C O N D F L O O R ( N E W ) 2 , 0 1 6 S F TO T A L A R E A O F W O R K 6 , 1 9 0 S F FI N A L A R E A O F B U I L D I N G 8 , 3 3 0 S F 20 0 9 I B C S E C T I O N 6 0 2 . 5 T Y P E V ( B ) C O N S T R U C T I O N NO A U T O M A T I C S P R I N K L E R S Y S T E M I S R E Q U I R E D / P R O V I D E D 20 0 9 I B C T A B L E 5 0 3 M A X . ( 2 ) S T O R I E S P E R M O S T R E S T R I C T I V E O C C U P A N C Y AC T U A L N U M B E R O F S T O R I E S = ( 2 ) OC C U P A N C Y C L A S S I F I C A T I O N S NO N - S E P A R A T E D U S E S w / M I X E D O C C U P A N C Y BU I L D I N G I S D E S I G N E D F O R B O C C U P A N C Y ( M O S T R E S T R I C T I V E ) OC C U P A N C Y C L A S S I F I C A T I O N S W I T H I N B U I L D I N G I N C L U D E : BU S I N E S S G R O U P B 2 0 0 9 I B C S E C T I O N 3 0 4 - B U S I N E S S ST O R A G E G R O U P S - 2 2 0 0 9 I B C S E C T I O N 3 1 1 - L O W H A Z A R D S T O R A G E ME A N S O F E G R E S S 20 0 9 I B C T A B L E 1 0 1 6 . 1 2 0 0 F T . E X I T A C C E S S T R A V E L D I S T A N C E ( U N - S P R I N K L E R E D ) 20 0 9 I B C S E C T I O N 1 0 0 5 . 1 E G R E S S W I D T H P E R O C C U P A N T S E R V E D = 0 . 2 " (X ) T O T A L O C C U P A N T S x 0 . 2 " = ? ? ? E G R E S S W I D T H R E Q U I R E D PR O V I D E D E G R E S S W I D T H = ? ? ? 20 0 9 I B C S E C T I O N 1 0 0 5 . 1 S T A I R W A Y E G R E S S W I D T H P E R O C C U P A N T S E R V E D = 0 . 3 " (X ) T O T A L O C C U P A N T S x 0 . 3 " = ? ? ? E G R E S S W I D T H R E Q U I R E D PR O V I D E D S T A I R W A Y E G R E S S W I D T H = ? ? ? = ( ? ) ? " W I D E S T A I R S AL L O W A B L E H E I G H T & A R E A S 20 0 9 I B C T A B L E 5 0 3 M A X I M U M A L L O WA B L E B U I L D I N G H E I G H T = 4 0 AC T U A L B U I L D I N G H E I G H T = 2 4 ' - 0 " 20 0 9 I B C T A B L E 5 0 3 M A X I M U M A L L O W A B L E B U I L D I N G A R E A (A t ) = 9 , 0 0 0 S F P E R F L O O R AC T U A L F I R S T F L O O R B U I L D I N G A R E A = 6 , 3 1 4 S F AC T U A L S E C O N D F L O O R B U I L D I N G A R E A = 2 , 0 1 6 S F EX T E R I O R W A L L O P E N I N G S 20 0 9 I B C 7 0 5 . 8 B U I L D I N G P E R M I T T E D T O HA V E U N L I M I T E D U N P R O T E C T E D O P E N I N G S BE C A U S E T H E E X T E R I O R B E A R I N G , N O N - B E A R I N G , A N D S T R U C T U R A L FR A M E I S N O T R E Q ' D T O B E F I R E - R E S I S T A N C E R A T E D OC C U P A N T LO A D B Y CA L C U L A T I O N DE N S I T Y SF / P E R S O N FL O O R A R E A (S . F . ) CL A S S I F I C A T I O N O F OC C U P A N C Y F O R U S E RO O M O R SP A C E DE S I G N A T I O N WA R E H O U S E S 48 TO T A L O C C U P A N T L O A D O F T H E B U I L D I N G OF F I C E 1/ 2 5 .9 2 45 ( 2 3 M / 2 3 F ) OC C U P A N C Y W A T E R C L O S E T S TY P E C A P A C I T Y F A C T O R S # M . F I X . T O T A L F I X T U R E S P R O V I D E D .9 2 # F . F I X . 1/ 4 0 .5 8 LA V A T O R I E S FA C T O R S # M . F I X . .5 8 # F . F I X . 1/ 1 0 0 .2 3 DR I N K I N G F O U N T A I N S FA C T O R S # F I X . 1 SE R V I C E S I N K S FA C T O R S # F I X . 1 T O T A L F I X T U R E S R E Q U I R E D .9 4 . 9 4 . 5 9 . 5 9 . 2 4 1 3+ 1 U R I N A L 3 1 * 1 ST O R A G E 1/ 1 0 0 .0 2 3 ( 2 M / 2 F ) . 0 2 1/ 1 0 0 .0 1 . 0 1 1/ 1 0 0 0 .0 0 2 * B O T T L E D W A T E R T O B E P R O V I D E D ©2015EXCEL ENGINEERING, INC.SHEET INFORMATIONSHEET DATES SHEET ISSUE REVISIONS SHEET NUMBERPROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926‐9800 WWW.EXCELENGINEER.COMARCHITECTS ● ENGINEERS ● SURVEYORS 3/29/2016 2:15:10 PM C:\Users\MattK\Documents\1525390_Arch_Central_(2015)_MattK.rvt T1.0JANUARY 25, 2016 TITLE SHEET1525390PROPOSED FACILITY RENOVATION LANG DEVELOPMENT, LLC 6TH STREET ● OSHKOSH, WI 54902 PR O P O S E D B U I L D I N G F O R : OS H K O S H , W I S C O N S I N SY M B O L S L E G E N D LO C A T I O N M A P PR O J E C T I N F O R M A T I O N SH E E T I N D E X NU M B E R S H E E T N A M E / D E S C R I P T I O N S H E E T I S S U E D A T E LATEST SHEET REVISION NUMBERDATE GE N E R A L T1 . 0 T I T L E S H E E T JANUARY 25, 2016CB3MAR. 29, 2016 T2 . 0 G E N E R A L B U I L D I N G S P E C I F I C A T I O N S J A N U A R Y 2 5 , 2 0 1 6 T2 . 1 G E N E R A L B U I L D I N G S P E C I F I C A T I O N S J A N U A R Y 2 5 , 2 0 1 6 T2 . 2 G E N E R A L B U I L D I N G S P E C I F I C A T I O N S J A N U A R Y 2 5 , 2 0 1 6 AR C H I T E C T U R A L D1 . 1 F I R S T F L O O R D E M O L I T I O N P L A N J A N U A R Y 2 5 , 2 0 1 6 A0 . 1 A R C H I T E C T U R A L S I T E P L A N J A N U A R Y 2 5 , 2 0 1 6 C B 3 M A R . 2 9 , 2 0 1 6 A0 . 2 T R U C K R O U T E S & D E T A I L S M A R . 2 9 , 2 0 1 6 C B 3 M A R . 2 9 , 2 0 1 6 A1 . 1 F I R S T F L O O R P L A N JANUARY 25, 2016CB2MAR. 14, 2016 A1 . 2 S E C O N D F L O O R P L A N J A N U A R Y 2 5 , 2 0 1 6 A2 . 0 E X T E R I O R E L E V A T I O N S J A N U A R Y 2 5 , 2 0 1 6 A3 . 0 B U I L D I N G S E C T I O N S JANUARY 25, 2016 A6 . 0 S C H E D U L E S JANUARY 25, 2016 A7 . 1 R E F L E C T E D C E I L I N G P L A N S J A N U A R Y 2 5 , 2 0 1 6 ST R U C T U R A L S0 . 0 S T R U C T U R A L D E S I G N C R I T E R I A J A N U A R Y 2 5 , 2 0 1 6 S1 . 0 F O U N D A T I O N P L A N JANUARY 25, 2016 S1 . 1 S E C O N D F L O O R F R A M I N G P L A N J A N U A R Y 2 5 , 2 0 1 6 S1 . 2 R O O F F R A M I N G P L A N J A N U A R Y 2 5 , 2 0 1 6 S2 . 0 F O U N D A T I O N D E T A I L S J A N U A R Y 2 5 , 2 0 1 6 S3 . 0 S C H E D U L E S JANUARY 25, 2016 S3 . 1 S T E E L C O L U M N S C H E D U L E J A N U A R Y 2 5 , 2 0 1 6 CB1FEB. 5, 2016 CB2MAR. 14, 2016 CB3MAR. 29, 2016 SI X T H S T R E E T NEBRASKA STREET SE V E N T H S T R E E T EX I S T I N G B U I L D I N G AS P H A L T EX I S T I N G T R E E S AN D G R A S S T O BE R E M O V E D 9' H I G H C E D A R SL A T F E N C E SW I N G I N G G A T E B Y FE N C E S U P P L I E R 44'-0" 40 ' - 0 " WO O D P L A N T E R B O X ( T Y P ) - S E E E L E V A T I O N S F O R S I M 106 9 5 VAN RE M O V E E X I S T I N G C U R B C U T & P A T C H W I T H CU R B / G U T T E R / G R A S S T O M A T C H E X I S T I N G 25 ' - 0 " M A X . RE M O V E P O R T I O N O F E X I S T I N G C U R B CU T & P A T C H W I T H C U R B / G U T T E R / G R A S S TO M A T C H E X I S T I N G . N E W O P E N I N G T O BE 2 5 ' - 0 " M A X . RE M O V E E X I S T I N G A S P H A L T AP R O N & R E P L A C E W I T H G R A S S . CO O R D I N A T E W I T H G . C . EXISTING APPROACH TO REMAIN APPROX. LOCATION OF PROPERTY/RIGHT OF WAY LINES LINES ALL WORK PERFORMED WITHIN THE RIGHT OF WAY,EASEMENTS, OR VACATED RIGHT OF WAY CONFORMS TO CITY OF OSHKOSH SPECIFICATIONS & REQUIRES A CITY OF OSHKOSH RIGHT OF WAY PERMIT. TO T A L S I T E A R E A : 2 7 , 9 9 0 S . F . ( A P P R O X . ) DI S T U R B E D A R E A : 9 1 7 S . F . ( A P P R O X . ) IM P E R V I O U S B E F O R E : 1 8 , 6 9 6 S . F . ( A P P R O X . ) IM P E R V I O U S A F T E R : 1 6 ,3 6 9 S . F . ( A P P R O X . ) ©2015EXCEL ENGINEERING, INC.SHEET INFORMATIONSHEET DATES SHEET ISSUE REVISIONS SHEET NUMBERPROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926‐9800 WWW.EXCELENGINEER.COMARCHITECTS ● ENGINEERS ● SURVEYORS 3/29/2016 2:44:09 PM C:\Users\MattK\Documents\1525390_Arch_Central_(2015)_MattK.rvt A0.1JANUARY 25, 2016 ARCHITECTURAL SITE PLAN1525390PROPOSED FACILITY RENOVATION LANG DEVELOPMENT, LLC 6TH STREET ● OSHKOSH, WI 54902 N O R T H SC A L E : 1 / 1 6 " = 1 ' - 0 " AR C H I T E C T U R A L S I T E P L A N CB1FEB. 5, 2016 CB2MAR. 14, 2016 CB3MAR. 29, 2016CB3CB3 CB 3 CB 3 CB 3 AL L T R U C K S S H A L L T A K E S H OR T E S T R O U T E T O T H E NE A R E S T T R U C K R O U T E . T H E C I T Y O F O S H K O S H M A Y AP P R O V E A N A L T E R N A T E R O U T E U P O N R E Q U E S T . ©2015EXCEL ENGINEERING, INC.SHEET INFORMATIONSHEET DATES SHEET ISSUE REVISIONS SHEET NUMBERPROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926‐9800 WWW.EXCELENGINEER.COMARCHITECTS ● ENGINEERS ● SURVEYORS 3/29/2016 2:12:16 PM C:\Users\MattK\Documents\1525390_Arch_Central_(2015)_MattK.rvt A0.2MAR. 29, 2016 TRUCK ROUTES &DETAILS1525390PROPOSED FACILITY RENOVATION LANG DEVELOPMENT, LLC 6TH STREET ● OSHKOSH, WI 54902 CB3MAR. 29, 2016 ENTIRE SHEET F.E.E ● ALL INTERIOR DIMS. ARE FROM FACE-OF-STUD TO FACE-OF-STUD.● ALL INTERIOR WALLS TO BE 3 5/8" OR 6" METAL STUDS @ 16" O.C. (SEE FLOOR PLAN FOR SIZE) W/ 5/8" GYPSUM BOARD BOTH SIDES.● PROVIDE 3 1/2" SOUND BATT INSULATION AROUNDPERIMETER OF TOILET ROOM AND OFFICE WALLS.● MISCELLANEOUS HARDWARE INCLUDED:HANDICAP HARDWARE, MEN'S AND WOMEN'S REST ROOM SIGNS.● PROVIDE WOOD BLOCKING FOR ANY FURNISHINGS BY OWNER. (VERIFY LOCATIONS)● ALL EXTERIOR WINDOWS TO HAVE GYPSUM BOARD RETURNS AT HEAD AND JAMBS AND PLASTIC LAMINATECOVERED WOOD SILL.● SEE A7 SHEETS FOR TYPICAL MECHANICAL PIPE PENETRATION THRU CEILING VAPOR BARRIER.● ALL CABINETS AND COUNTERTOPS TO HAVE PLASTIC LAMINATE FRONTS AND TOPS.● KITCHEN AND CABINET W/ COUNTERS BY GENERALCONTRACTOR AS REQUIRED ● ALL CABINETRY AND EQUIPMENT BY OTHERS - SEE EQUIPMENT DRAWING BY INTERIOR DESIGNER FOR REQUIREMENTS.GENERAL NOTESEXISTING DOOR TO REMAIN EXISTING DOOR TOBE DEMOLISHED- SEE DEMO PLAN NEW DOORSEE PLAN FOR ALL WALL WIDTHSXSEE THIS SHEET FOR WALL TYPES EXIT SIGNAGE FIRE EXTINGUISHER - SEE A5 SHEETS EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED - SEE DEMO PLAN STUD WALL RIGID INSULATION MASONRY VENEER CMU WALLSYMBOLS LEGEND WOOD PLANKS 2" 1 ' - 0 " 4 ' - 0 " 1 2 ' - 9 1 / 2 " 8 ' - 0 " 3 ' - 8 " 4 ' - 8 1 / 4 " EX I S I T N G O P E N I N G 10 ' - 4 " 6 ' - 9 3 / 4 " 1 " 2 A3 . 0 __ _ _ _ _ _ _ _ D 2 15 A 7 E 3 5 A3 . 0 __ _ _ _ _ _ _ _ 1"1'-8"3'-4"1'-2"7'-10"7"10'-4"2'-3"17'-8 1/2"12'-0"11'-8 1/2"21'-8"2" 29 ' - 5 1 / 2 " 21 ' - 1 0 " 51 ' - 3 1 / 2 " 49 ' - 0 " 21'-8"41'-5"27'-2" 90'-3" 10 0 ' - 3 1 / 2 " 3'-8"3'-8"6'-8"4'-10 1/2"7'-3"10'-1"8'-0"3'-8" 2' - 0 " 4 ' - 4 " 1 ' - 6 " 5'-0"18'-4"2'-9 1/2" 33 F 4'-8" 6 A3 . 0 __ _ _ _ _ _ _ _ 3 5 / 8 " 1 8 ' - 1 " 3 5 / 8 " 1 0 ' - 1 " 3 5 / 8 " 1 9 ' - 1 1 " 3 5 / 8 " 3' - 1 " 1 3 ' - 0 " 2 ' - 0 " 1' - 6 " 7 ' - 1 1 " 8 " 24 ' - 4 1 / 4 " 24 ' - 7 1 / 4 " 3 5/8"14'-11 1/2"6" FA C E O F W A L L T O A L I G N w / BA C K O F F R A M I N G A B O V E - S E E S E C O N D F L O O R P L A N ED G E O F S E C O N D FL O O R A B O V E OF F I C E OF F I C E CU B I C L E S RE C E P T I O N LO B B Y TO I L E T TO I L E T BR E A K R O O M ME C H A N I C A L NEW LANDSCAPING BEDS (TYP) NE W C O N C R E T E PA D I O NEW CONCRETE APRON NE W CO N C R E T E AP R O N SA L V A G E D O V E R H E A D CO I L I N G D O O R T O B E RE L O C A T E D H E R E - V E R I F Y C L E A R A N C E S EX I S T I N G S T E E L F R A M I N G T O RE M A I N ( T Y P ) , P R I M E & P A I N T EX I S T I N G T O RE M A I N EX I S T I N G T O RE M A I N NEBRASKA STREET SI X T H S T R E E T 2 5 5 4 7 2 2 2 1 7 3 3 31 1 3 3 1 1 1 1 1 1 55 UP 13 R UP 8R UP 21 R DO W N SP O U T DO W N S P O U T PT W O O D F R A M E D P L A N T I N G B O X ( T Y P ) - E X T E R I O R F I N I S H T O M A T C H P L A N K W A L L AL11AL12 AL 1 3 AL14 AL 1 5 AL16 AF 1 AD 5 3' - 4 " x 7 ' - 0 " AD53'-0"x7'-5" AD 5 3' - 0 " x 7 ' - 0 " HM1 WD1 3'-0"x7'-0" AD5 3'-0"x7'-0" AD5 3'-0"x7'-0" AL 1 8 AL 1 7 PA T C H E X I S T I N G AS P H A L T A S N E E D E D 3 5 / 8 " 7'- 3 " 3 5 / 8 " 16 ' - 6 1 / 8 " 3 5 / 8 " 24 ' - 7 1 / 2 " 6 3 5/8" 5'-5 1/2" 3 5/8" 3'-11" 3 5/8" 3' - 7 " 3' - 4 " 4" 3 5 / 8 " 7' - 3 " 3 5 / 8 " 19 ' - 3 5 / 8 " 3 5 / 8 " 5'-11" 3 5/8" 6'- 8 " 3 5 / 8 " 6' - 0 3 / 4 " 3 5 / 8 " 1 1 1 1 HI G H C O U N T E R @ 4 ' - 0 " LO W C O U N T E R @ 2 ' - 6 " VIF 5'-0"8'-10"VIF 8 3/4" 1 A3 . 0 __ _ _ _ _ _ _ _ 1" FR I G CO U N T E R T O P w / UP P E R & L O W E R CA B I N E T S A N D S I N K 43'-7 1/2" AD J U S T F U R R I N G T O EN T I R E L Y C O V E R EX I S T I N G R A I S E D BA S E P L A T E S ( T Y P ) B 2" __ _ _ _ _ _ _ _ A3 . 0 4 8 C GA R A G E 4 IN F I L L W A L L A T EX I S T I N G J A M B S AS N E E D E D EXISTING OPENING INT WALL TYPE LEGEND WALL TYPE1FURRING WALL:- 5/8" GYP BOARD - VAPOR RETARDER - 3 5/8" METAL STUDS @ 16" OC w/ R-11 BATT INSULATION - EXISTING WALL STRUCTURE OFFICE WALL:- 5/8" GYP BOARD- 3 5/8" METAL STUDS @ 16" OC- 5/8" GYP BOARD TOILET ROOM WALL:- 5/8" MOISTURE RESISTANT GYP BOARD (INT)- 3 5/8" METAL STUDS @ 16" OC w/ SOUND BATT INSULATION - 5/8" GYP BOARD (EXT)PLANK BOARD WALL:- 3/4" THICK HORIZONTAL BOARDS SPACED 1" APART & FINISHED TO MATCH EXTERIOR BOARD FINISH- 3/4" THICK VERTICAL SLEEPER RAILS @ 16" OC, PAINTED BLACK - 5/8" GYP BOARD, PAINTED BLACK - VAPOR RETARDER - 3 5/8" METAL STUDS @ 16" OC w/ R-11 BATT INSULATION - EXISTING WALL STRUCTURE BRICK VENEER WALL:- MORTARED IN PLACE 4" RECLAIMED BRICK w/ MASONRY ANCHORS - 2" RIGID INSULATION w/ SEAMS TAPED- EXISTING WALL STRUCTUREWALL TYPE2 WALL TYPE3 WALL TYPE4 WALL TYPE5 GYP BOARD WALL:- DIRECT APPLIED 5/8" GYP BOARD - EXISTING WALL STRUCTURE PARTITION WALL:- 5/8" GYP BOARD - 6" METAL STUDS @ 16" OC w/ R-11 BATT INSULATION - 5/8" GYP BOARDWALL TYPE6 WALL TYPE7 ©2015EXCEL ENGINEERING, INC.SHEET INFORMATIONSHEET DATES SHEET ISSUE REVISIONS SHEET NUMBERPROJECT INFORMATION PROJECT NUMBER PROFESSIONAL SEAL100 CAMELOT DRIVE FOND DU LAC, WI 54935 PHONE: (920) 926‐9800 WWW.EXCELENGINEER.COMARCHITECTS ● ENGINEERS ● SURVEYORS 3/14/2016 3:30:21 PM C:\Users\MattK\Documents\1525390_Arch_Central_(2015)_MattK.rvt A1.1JANUARY 25, 2016 FIRST FLOOR PLAN1525390PROPOSED FACILITY RENOVATION LANG DEVELOPMENT, LLC 6TH STREET ● OSHKOSH, WI 54902 NORTHSCALE: 3/16" = 1'-0"FIRST FLOOR 5'0'5'10'CB2MAR. 14, 2016