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HomeMy WebLinkAboutOshkosh Area School District-Oakwood Elementary Construction Set Volume 2© 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: DRAWING INDEX Pr o j e c t T i t l e : REVISIONS: 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 6 : 2 0 P M G0.0 3315 COVER SHEET CONSTRUCTION SET VOLUME 2 12/14/2022 Addition & Renovation to OAKWOOD ELEMENTARY SCHOOL OSHKOSH AREA SCHOOL DISTRICT 1225 N Oakwood Rd Oshkosh, WI 54904 CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 GENERAL INFORMATION G0.0 COVER SHEET G0.1 CODE REVIEW CIVIL SU1.1 TOPOGRAPHICAL SURVEY CIVIL C1.10 OVERALL SITE DEMOLITION PLAN C1.11A SITE DEMOLITION PLAN - AREA A C1.12B SITE DEMOLITION PLAN - AREA B C1.13C SITE DEMOLITION PLAN - AREA C C1.20 OVERALL SITE LAYOUT PLAN C1.21A SITE LAYOUT PLAN - AREA A C1.22B SITE LAYOUT PLAN - AREA B C1.23C SITE LAYOUT PLAN - AREA C C1.30 OVERALL SITE GEOMETRIC & TRAFFIC CONTROL PLAN C1.31A SITE GEOMETRIC & TRAFFIC CONTROL PLAN - AREA A C1.32B SITE GEOMETRIC & TRAFFIC CONTROL PLAN - AREA B C1.33C SITE GEOMETRIC & TRAFFIC CONTROL PLAN - AREA C C1.40 OVERALL SITE GRADING PLAN C1.41A SITE GRADING PLAN - AREA A C1.42B SITE GRADING PLAN - AREA B C1.43C SITE GRADING PLAN - AREA C C1.50 OVERALL SITE UTILITY PLAN C1.51A SITE UTILITY PLAN - AREA A C1.52B SITE UTILITY PLAN - AREA B C1.53C SITE UTILITY PLAN - AREA C C1.54D SITE UTILITY PLAN - TABLES C1.60 OVERALL SITE EROSION CONTROL PLAN C1.61A SITE EROSION CONTROL PLAN - AREA A C1.62B SITE EROSION CONTROL PLAN - AREA B C1.63C SITE EROSION CONTROL PLAN - AREA C C2.10 SITE EROSION CONTROL DETAILS C2.11 SITE DETAILS C2.12 SITE DETAILS C2.13 SITE DETAILS C2.14 SITE DETAILS LANDSCAPE L1.10 OVERALL SITE LANDSCAPE PLAN L1.11A SITE LANDSCAPE PLAN - AREA A L1.12B SITE LANDSCAPE PLAN - AREA B L1.13C SITE LANDSCAPE PLAN - AREA C L2.10 SITE LANDSCAPE DETAILS STRUCTURAL S0.1 GENERAL NOTES AND ABBREVIATIONS S0.2 PROJECT SCHEDULES AND NOTES S1.1 FOUNDATION PLAN S1.2 ROOF FRAMING PLANS S3.1 FIRE WALL SECTIONS S3.2 FIRE WALL SECTIONS S5.1 SECTIONS AND DETAILS S5.2 SECTIONS AND DETAILS S5.3 SECTIONS AND DETAILS Consultants Civil & Landscape Kapur & Associates, Inc. 7711 N Port Washington Road Milwaukee, WI 53217 Phone: (414) 751-7200 Structural Ambrose Engineering, Inc. W66 N215 Commerce Court, Suite 100 Cedarburg, WI 53012 Phone: (262) 377-7602 FAX: (262) 377-4868 Plumbing & Fire Protection MSA Professional Services, Inc. 220 East Buffalo Street, Suite 201 Milwaukee, WI 53020 Phone: (414) 296-4333 HVAC Fredericksen Engineering 12308 Corporate Parkway, Suite 400 Mequon, WI 53092 Phone: (262) 243-9090 FAX: (262) 243-9233 Electrical MSA Professional Services, Inc. 116 Fremont Street Kiel, WI 53042 Phone: (920) 894-7800 FAX: (920) 894-7916 ARCHITECTURAL - GENERAL AG1.0 GENERAL NOTES AG1.1 INTERIOR & EXTERIOR WALL TYPES ARCHITECTURAL A0.1A FIRST FLOOR DEMOLITION PLAN A0.1B DEMOLITION REFLECTED CEILING PLAN A1.1 OVERALL FLOOR PLAN A1.1A FIRST FLOOR PLANS A1.3 ROOF PLAN A1.5 REFLECTED CEILING PLAN A1.5A ENLARGED REFLECTED CEILING PLANS A2.0 EXTERIOR ELEVATIONS & BUILDING SECTIONS A4.0 WALL SECTIONS A4.1 WALL SECTIONS A5.0 EXTERIOR DETAILS A5.1 EXTERIOR DETAILS A5.2 EXTERIOR DETAILS A7.0 INTERIOR & CASEWORK ELEVATIONS A7.1 CASEWORK DETAILS A7.2 INTERIOR DETAILS A8.0 DOOR & WINDOW SCHEDULES, TYPES & DETAILS A8.1 OPENING DETAILS A9.0 INTERIOR FINISH LEGEND & GENERAL FINISH NOTES A9.1 FIRST FLOOR FINISH PLANS PLUMBING P0.0 GENERAL NOTES - PLUMBING P0.1 BASEMENT / FOUNDATION PLAN - DEMOLITION P0.2 FIRST FLOOR PLAN - DEMOLITION P1.1 BASEMENT / FOUNDATION PLAN P1.2 FIRST FLOOR PLAN P1.3 ROOF PLAN P2.0 WATER ISOMETRIC P2.1 SANITARY ISOMETRICS P2.2 STORM ISOMETRICS P3.0 DETAILS P4.0 SCHEDULES HVAC H1.1 SCHEDULES H2.1 DEMOLITION PLANS H3.1 DUCTWORK FLOOR PLAN - OFFICE ADDITION H3.2 DUCTWORK PLAN - RENOVATIONS H3.3 ROOF PLAN - ADDITION H3.5 PLENUM PLAN H4.1 PIPING PLAN - OFFICE ADDITION H4.2 PIPING PLAN - RENOVATIONS H5.1 DETAILS ELECTRICAL E0.1 SITE PLAN - ELECTRICAL E0.1A FIRST FLOOR DEMOLITION PLAN E1.1 FIRST FLOOR OVERALL PLAN - ELECTRICAL E1.1AL FIRST FLOOR PLAN - LIGHTING E1.1AP FIRST FLOOR PLAN - POWER E2.0 FIRE ALARM PLAN AND DETAILS E3.0 ONE-LINE DIAGRAM & PANEL SCHEDULES E3.1 DETAILS, SCHEDULES & SYMBOLS LIST # DATE DESCRIPTION SB2 SB2SB2 SB1 SB1SB1 PX PXPX CX CXCX SB3 SB3SB3 SB4 SB4SB4 FP0.5 FP0.5FP0.5 FP1 FP1FP1 SE1 SE1SE1 SE2 SE2SE2 SE3 SE3SE3 SE4 SE4SE4 FB1 FB1FB1 FB2 FB2FB2 FB3 FB3FB3 FB4 FB4FB4 FW1 FW1FW1 FW2 FW2FW2 FW3 FW3FW3 FW4 FW4FW4 X XX 2HR 2HR2HR FW2 FW2 FW 2 FW2 FW 2 F W 2 F W 2 FP1 FP 1 FP1 FP1 FB 2 FB2 FB2 1HR FW2 FW2 FW 2 FW2 FW 2 F W 2 F W 2 WORK IN EXISTING BUILDING NEW ADDITION ROOM NAME ROOM NUMBER ROOM OCCUPANT LOAD FE FIRE EXTINGUISHER EGRESS DIRECTION EGRESS WIDTH REQUIRED EGRESS WIDTH PROVIDE SMOKE BARRIER 1 HOUR SMOKE BARRIER 2 HOUR SMOKE BARRIER 3 HOUR SMOKE BARRIER 4 HOUR SMOKE TIGHT PARTITION TO DECK SMOKE TIGHT PARTITION TO INTERSTITIAL CEILING SMOKE TIGHT PARTITION TO PLENUM CEILING FIRE PARTITION 0.5 HOUR FIRE PARTITION 1 HOUR SHAFT ENCLOSURE 1 HOUR SHAFT ENCLOSURE 2 HOUR SHAFT ENCLOSURE 3 HOUR SHAFT ENCLOSURE 4 HOUR FIRE BARRIER 1 HOUR FIRE BARRIER 2 HOUR FIRE BARRIER 3 HOUR FIRE BARRIER 4 HOUR FIRE WALL 1 HOUR FIRE WALL 2 HOUR FIRE WALL 3 HOUR FIRE WALL 4 HOUR FIRE RESISTIVE & CODE REVIEW LEGEND NOTE: THIS SHEET TO BE PRINTED IN COLOR 27" R 37" P ? ? ? RATED CONSTRUCTION 2 HOUR BUILDING #A (ADDITION) PRIMARY OCCUPANCY = E CONSTRUCTION TYPE = IIB NUMBER OF STORIES = ONE STORY NON-SPRINKLERED BUILDING BUILDING #A AREA: MAXIMUM BUILDING HEIGHT PER TABLE 504.3 = 55' ALLOWABLE AREA PER TABLE 506.2 = 14,500 SF (NON-SPRINKLERED) FRONTAGE INCREASE: TOTAL PERIMETER = 199.875 LF BUILDING PERIMETER ON PUBLIC WAY (20' OPEN SPACE) = 108.875 LF CALCULATED FRONTAGE AREA INCREASE (19.65%) = 2,849.25 SF TOTAL ALLOWABLE BUILDING AREA = 17,349.25 SF ACTUAL BUILDING AREA = 1,640 SF FIRE SEPARATION: 2-HR FIRE WALL BETWEEN BUILDING A & BUILDING B PER TABLE 706.4 OCCUPANT LOAD: TOTAL E OOC. = 12 OCCUPANTS EGRESS INFO: 1005.1 - MEANS OF EGRESS SIZING EGRESS DOOR WIDTH REQUIRED BASED ON OCCUPANTS= 12 X .2 = 2.4" BASED ON EGRESS POTENTIAL FROM BUILDING #B = 2 X .2 = 0.4" TOTAL REQUIRED BASED ON OCCUPANTS = 2.8" TOTAL REQUIRED = 36" EGRESS DOOR WIDTH PROVIDED = 102" 1006.3.1 - MIN. OF (1) EXIT >1000 OCC. 1006.2.1 - COMMON PATH OF TRAVEL = 75' MAX 1017.2 - EXIT ACCESS TRAVEL DISTANCE = 200' MAX 1020.1 - CORRIDOR RATING = 1 HR WITHOUT SPRINKLER & >30 OCCUPANTS; 0 HR WITHOUT SPRINKLER <30 OCCUPANTS 1020.2 - CORRIDOR WIDTH = 72" MIN SERVING >100 OCC. 1020.4 - DEAD END CORRIDOR = 20' MAX WITHOUT SPRINKLER BUILDING #B (EXISTING) PRIMARY OCCUPANCY = E NON-SEPARATED OCCUPANCY = A-2 (CAFETERIA) PER IBC 303.1.3 CONSTRUCTION TYPE = MULTIPLE - SEE PLAN FOR IDENTIFICATION NUMBER OF STORIES = ONE STORY + PENTHOUSE & MEZZANINE NON-SPRINKLERED BUILDING BUILDING #B AREA: EXISTING 1ST FLOOR BUILDING AREA = 48,949 SF RENOVATED AREA = 435 SF <50% WORK AREA = LEVEL 2 ALTERATION NO CHANGE IN OCCUPANCY OR GROWTH OF OCCUPANT LOADS EXISTING EGRESS WIDTH MAINTAINED AT NEW DOOR OPENINGS RENOVATION IS UNDER EXISTING CANOPY (NO INCREASE IN BUILDING AREA) OCCUPANT LOAD: PER TYPE: E OOC.= 782 OCCUPANTS A-2 OCC. = 142 OCCUPANTS TOTAL OCCUPANCY = 924 OCCUPANTS EGRESS INFO: 1005.1 - MEANS OF EGRESS SIZING EGRESS DOOR WIDTH REQUIRED = 924 X .2 = 184.8" EGRESS DOOR WIDTH PROVIDED = 841" 1006.3.1 - MIN. OF (4) EXITS >1000 OCC. 1006.2.1 - COMMON PATH OF TRAVEL = 75' MAX 1017.2 - EXIT ACCESS TRAVEL DISTANCE = 200' MAX 1020.1 - CORRIDOR RATING = 1 HR WITHOUT SPRINKLER & >30 OCCUPANTS; 0 HR WITHOUT SPRINKLER <30 OCCUPANTS 1020.2 - CORRIDOR WIDTH = 72" MIN SERVING >100 OCC. 1020.4 - DEAD END CORRIDOR = 20' MAX WITHOUT SPRINKLER PROJECT DATA REQUIRED WATER CLOSETS M (1:50) W (1:50) LAVATORIES M (1:50) W (1:50) 11.64 DRINK FOUNTAINS 1:100 SCENARIO #1: RESTROOMS FOR TYPICAL SCHOOL DAY BASED ON MAXIMUM EXPECTED STUDENT ENROLLMENT & CURRENT STAFF COUNTS* ('E' OCCUPANCY USE) TOTAL 'E' OCCUPANTS: 1163 (582 MEN & 582 WOMEN) SANITARY FIXTURE CALCULATIONS FORMULA SCENARIO #2: RESTROOMS FOR A GYMNASIUM EVENT ('A-3' OCCUPANCY USE) TOTAL 'A-3' OCCUPANTS: 60 (30 MEN & 30 WOMEN) *SPS 362.2902 (1) (e) ALLOWS THE REQUIRED TOILET FIXTURE COUNT TO BE BASED ON ACTUAL OCCUPANT LOAD RATHER THAN THE LOAD DETERMINED BY SQUARE FOOTAGE. EXPECTED STUDENT ENROLLMENT: ~400-450 STUDENTS CURRENT STAFF: ** STAFF TOTAL OCCUPANCY ~528-578 OCCUPANTS SCENARIO #1 (FULL SCHOOL) AND SCENARIO #2 (GYMNASIUM EVENT) ARE NOT EXPECTED TO TAKE PLACE AT THE SAME TIME. BOTH SCENARIO #1 AND SCENARIO #2 CAN BE MEET BY PROVIDED FIXTURES. ** UNISEX TOILETS CAN BE USED TOWARD MENS OR WOMENS REQUIRED FIXTURE TOTAL (MEN'S AND WOMEN'S TOTAL FIXTURES SHOWN ABOVE DO NOT INCLUDE ANY UNISEX FIXTURES) *** (23) WALL MOUNTED DRINK FOUNTAINS AND (8) DRINK FOUNTAINS PROVIDED AT CLASSROOM SINKS **** SPS 362.2902 - 66% OF WATER CLOSETS (WC) CAN BE URINALS (U) IN BOTH 'E' AND 'A' OCCUPANCIES 11.63 SITE ADDRESS: TOTAL FIXTURES PROVIDED COUNTY: APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL EXISTING BUILDING CODE WISCONSIN COMMERCIAL BUILDING CODE (SPS 361-366) 11.64 11.64 11.64 UNISEX RESTROOMS 0 REQUIRED WATER CLOSETS M (1:125) W (1:65) LAVATORIES M (1:200) W (1:200) 1 DRINK FOUNTAINS 1:500FORMULA 11 1 1 UNISEX RESTROOMS 0 PROVIDED WATER CLOSETS MEN****WOMEN LAVATORIES MEN WOMEN 10 U / 6 WC DRINK FOUNTAINS 3***10 7 8 UNISEX RESTROOMS** 3** 1225 N OAKWOOD RD OSHKOSH, WI 54904 WINNEBAGO COUNTY CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 VESTIBULE EXST ELECTRICAL B101GYMNASIUM EXST 60 JANITOR EXST OFFICE EXST 1 OFFICE EXST 1 WORKROOM EXST 2 PYSCH EXST 2 TEACHER WORK EXST 4 LIBRARY EXST 37 STORAGE EXST OFFICE EXST 1 RESOURCE EXST 3 CUST. OFFICE EXST 3 OFFICE EXST 2 CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 MUSIC EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 STORAGE EXST 3 CLASSROOM EXST 22 MECHANICAL EXST 3 KITCHEN EXST 2CAFETERIA EXST DATA EXST STORAGE EXST ST. EXST CORRIDOR EXST MULTI-PURPOSE EXST 30 HEALTH B102 3 CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 CLASSROOM EXST 30 RECEPTION A101 6 WORK ROOM A104 2 PRINCIPAL A102 2 CONFERENCE A103 2 10 ' - 0 " BUILDING #A 480 SQ FT RATED EXTENSION FROM END OF FIRE WALL TO EXTEND 4'-0" MIN PER SECTION 706.5.1 OF IBC 2015 FIRE WALL TO EXTEND 10'-0" MIN PER SECTION 706.5.1 OF IBC 2015 3" R 10 2 " P 20" R127" P 33" R 34" P 7" R 34" P 21 " R 34 " P 6" R 34 " P 6" R 34 " P 13" R 136" P 5" R 13 6 " P 32" R 34" P 33 " R 68 " P 27 " R 68 " P 12 " R 68 " P OFFICE B102B 1 TOILET B102A 0" R 10 2 " P =3 5 ' - 8 " ' M A X 14 ' - 3 3 / 8 " X 2 . 5 BUILDING #B FIRE WALL SIGN - SEE DETAIL 5A/ G0.1 FIRE WALL SIGN - SEE DETAIL 5A/ G0.1 OFFICE EXST 2 6" R 34" P STACK AREA: 2,207 SF = 23 OCCUPANTS READING AREA: 690 SF = 14 OCCUPANTS ASSEMBLY WITHOUT FIXED SEATS UNCONCENTRATED TABLE AND CHAIRS 2,122 SF = 142 OCCUPANTS FE FE SEPARATION IS 1 HOUR. STRUCTURAL WALL RATING TO CARRY 2 HOUR RATING. REFER TO STRUCTURAL DRAWINGS. STRUCTURAL WALL RATING TO CARRY 2 HOUR RATING. REFER TO STRUCTURAL DRAWINGS. STRUCTURAL WALL RATING TO CARRY 2 HOUR RATING. REFER TO STRUCTRUAL DRAWINGS. PENETRATIONS IN EXISTING 1HR WALL SHALL BE PROTECTED 4'-0" 1" R 34" P 1 HOUR FIRE WALL4' - 0 " 1968 ADDITION CURRENT CONSTRUCTION TYPE IIB 1993 ADDITION CURRENT CONSTRUCTION TYPE IIB 6B G0.1 6C G0.1 6E G0.1 6D G0.1 THREE (3) 1 1/2" DIAMETER REFLECTIVE CIRCLES, WHITE IN COLOR, SPACED EQUALLY VERTICALLY AND HORIZONTALLY 1/4" THICK METAL PLATE, BLUE IN COLOR. 3" 1' - 2 " ART A107 30STORAGE A108 BOILER ROOM A109 2 STORAGE A110 STORAGE A111 STORAGE A112 1" R 40 " P 5" R 48" P4" R 48" P 6B G0.1 FIRST FLOOR 100' - 0" 12 ' - 3 " 13 ' - 2 " LESS THAN 1993 CHAPTER 56 CLASSES OF CONSTRUCTION LIMITATIONS PER ILHR 56.02 BASEMENT PROTECTED WITH AN AUTOMATIC SMOKE DETECTION SYSTEM THAT IS ELECTRICALLY CONNECTED TO THE FIRE ALARM SYSTEM PER 1993 ILHR 56.03. FIRST FLOOR 100' - 0" 18 ' - 7 " LESS THAN 1993 CHAPTER 56 CLASSES OF CONSTRUCTION LIMITATIONS PER ILHR 56.02 23 ' - 5 " 15 ' - 4 " LESS THAN 1993 CHAPTER 56 CLASSES OF CONSTRUCTION LIMITATIONS PER ILHR 56.02 LESS THAN 1993 CHAPTER 56 CLASSES OF CONSTRUCTION LIMITATIONS PER ILHR 56.02 17 ' - 0 " LESS THAN 1993 CHAPTER 56 CLASSES OF CONSTRUCTION LIMITATIONS PER ILHR 56.02 6E G0.1 MECHANICAL A113 6 MECHANICAL A114 2 © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 6 : 2 2 P M G0.1 3315 CODE REVIEW CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1" = 20'-0"G0.1 OVERALL FLOOR PLAN - CODE PLAN5B Scale: 1 1/2" = 1'-0"G0.1 EXTERIOR FIRE WALL SIGN5A Scale: 1" = 20'-0"G0.1 ROOF PLAN - CODE PLAN2D Scale: 1" = 20'-0"G0.1 LOWER LEVEL CODE PLAN3A # DATE DESCRIPTION 1 2/27/23 PS #2 2 4/12/23 PS #6 1953 ORIGINAL CONSTRUCTION CURRENT CONSTRUCTION TYPE VB 1960 ADDITION CURRENT CONSTRUCTION TYPE VB 1960 ADDITION CURRENT CONSTRUCTION TYPE VB Scale: 1" = 20'-0"G0.1 EXISTING BUILDING CODE SECTION6B Scale: 1" = 20'-0"G0.1 EXISTING BUILDING CODE SECTION6C Scale: 1" = 20'-0"G0.1 EXISTING BUILDING CODE SECTION6E Scale: 1" = 20'-0"G0.1 EXISTING BUILDING CODE SECTION6D Scale: 1" = 20'-0"G0.1 MEZZANINE CODE PLAN4A SYMBOL LEGEND GRAPHIC SYMBOLS ROOM NAME ROOM NUMBER MATERIAL SYMBOLS BUILDING SECTION NUMBER SHEET NUMBER WALL SECTION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER DOOR NUMBER WALL TYPE VERTICAL WORKING POINT ELEVATION DEMO KEYNOTE EARTH CONCRETE BLOCK FACE BRICK CONCRETE GRAVEL BATT INSULATION RIGID INSULATION ROUGH LUMBER FINISH WOOD PLYWOOD GYPSUM BOARD STEEL ALUMINUM KEYNOTE NEW GRID LINES EXISTING GRID LINES SAND GROUT SPRAY APPLIED INSULATION EXTERIOR ELEVATION NUMBER SHEET NUMBER INTERIOR ELEVATION NUMBER SHEET NUMBER EXISTING WALL EXISTING DOOR BORROWED LITE TYPE WINDOW TYPE STOREFRONT TYPE CURTAIN WALL TYPE REVISION DEMOLISHED WALL DEMOLISHED DOOR NEW WALL NEW DOOR #A#.## # # # #A#.## # # # NORTH ARROW PLAN NORTH ROOM NAME 101 1 A101 1 A101 1 A101 H###A.H W400.4 ? ? X4B 8 0 0 20 " 33 " - 3 6 " 3" COORD. W FLUSH VALVE 18" 42" 33 " - 3 6 " 24 " 12" MAX 40 " TOILET PAPER DISPENSER TA-1 GRAB BARS TA-6 ACCESSIBLE WATER CLOSET - ADULT ACCESSIBLE LAVATORY - ADULTHI-LOW ELECTRIC DRINKING FOUNTAIN DF-1 34 " INSULATE EXPOSED WATER SUPPLY & DRAIN PIPING TV MOUNTING, TYP. MAP RAIL W/ INSERTS MARKER TRAY FIXED MARKERBOARD/TACKBOARD 48 " VARIES - SEE PLAN 40"SEALANT AT PERIMETER OF FIXTURE 39" - 41" 39 " - 4 1 " 12" ADA KNEE SPACE FLUSH CONTROLS ON OPEN SIDE FIRE EXTINGUISHER CABINET 48 " 24" MIN. 7 3 / 8 " M I N . 32 " A T 7 T H & U P 28 " A T 4 K - 6 T H G R A D E LIQUID SOAP DISPENSER TA-4 COAT HOOK CH-1 40 " T O S P O U T AD U L T / C H I L D A D A 3'- 0 " / 3 0 " M A X . MIRROR TA-12 36 " A T E L E M . 3' - 4 " M S & H S ADA DOOR OPERATOR PAD 44 " 17 " - 1 9 " 24" AV-4 MARKERBOARD MB-1 TACKBOARD TKB-1 48 " PAPER TOWEL DISPENSER TA-9 AD A M O U N T I N G H E I G H T 42 " 60 " 4'- 2 " 1 0 " 1 ' - 0 " EQ 2'-6" EQ WOOD BLOCKING FOR MOUNT ELECTRICAL ROUGH-IN TYPICAL ABBREVIATIONS LIST @ AT A/C AIR CONDITIONING ACC ACCESS(IBLE) ACM ALUMINUM COMPOSITE PANEL ACR ACOUSTICAL CEILING REFLECTOR ACS FLR ACCESS FLOOR ACS PNL ACCESS PANEL ACST ACOUSTIC ADH ADHESIVE ADJ ADJUSTABLE AE ATHLETIC EQUIPMENT AED AUTOMATIC EXTERNAL DEFIBRILLATOR AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM AHR ANCHOR AMC ACOUSTICAL METAL PAN CEILING AP ACRYLIC PANEL APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARB AIR BARRIER ARCH ARCHITECT(URAL) ASPH ASPHALT AUD AUDITORIUM SEATING AUX AUXILIARY AV AUDIO VISUAL AVG AVERAGE AWF ACOUSTICAL WALL PANEL MATERIAL AWP ACOUSTICAL WALL PANEL BEJ BUILDING EXPANSION JOINT (EXTERIOR) BEV BEVEL(ED) BITUM BITUMINOUS BLDG BUILDING BLE BRICK LEDGE ELEVATION BLK BLOCK(ING) BM BEAM BMU BURNISHED MASONRY UNIT BOT BOTTOM BPC SOUND ABSORBING BAFFLE PANELS BRD BRANDING ITEM BRG BEARING BRK BRICK BW BUILDING WRAP C&G CURB AND GUTTER C/C CENTER TO CENTER CAB CABINET CBR COUNTERTOP BRACKET CEM CEMENT CEM PLAS CEMENT PLASTER CFLG COUNTER FLASHING CG CORNER GUARD CH COAT HOOK CIP CAST-IN PLACE CJ CONTROL (CONSTRUCTION) JOINT CLG CEILING CM CONSTRUCTION MANAGER CMU CONCRETE MASONRY UNIT CNR CORNER COL COLUMN CONC CONCRETE CONT CONTINUOUS CONTR CONTRACTOR COORD COORDINATE CORR CORRIDOR CPT CARPET CS CAST STONE CSMT CASEMENT CSWK CASEWORK CT CERAMIC TILE CTB CERAMIC TILE BASE CTR CENTER CURT CURTAIN CVB COVERBOARD DEMO DEMOLITION DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN (ELECTRIC WATER COOLER) DIA DIAMETER DMPF DAMPROOFING DN DOWN DP CABINET (DOOR/DRAWER) PULL DPR DIGITAL PRINT DPTN DEMOUNTABLE PARTITION DR DOOR DRLG DECORATIVE RAILING / GUARDRAIL DS DOWNSPOUT DTS DATE STONE DWG DRAWING DWR DRAWER E EAST EFS EXTERIOR FINISH SYSTEM EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT (INTERIOR) EL ELEVATION ELEC ELECTRIC(AL) EL ELEVATION ELEV ELEVATOR ENTR ENTRANCE EPS EXPANDED POLYSTYRENE BOARD (INSULATION) EPT EPOXY PAINT EQ EQUAL EW EACH WAY EWC ELECTRIC WATER COOLER (DRINKING FOUNTAIN) EXH EXHAUST EXST EXISTING EXP EXPOSED EXT EXTERIOR F&l FURNISH & INSTALL FAB FABRIC FB FACE BRICK FCO FLOOR CLEANOUT FCS FIBER CEMENT SIDING FD FLOOR DRAIN FE FIRE EXTINGUISHER FE-36 FIRE EXTINGUISHER (AGENT 36 FOR COMPUTERS) FEC FIRE EXTINGUISHER CABINET FEP FINISHED END PANEL FGL FIBERGLASS FHP FULL HEIGHT PARTITION FIN FINISH FL FLOOR LINE FLASH FLASHING FLG FLOORING FOM FACE OF MASONRY FOS FACE OF STUDS FOW FACE OF WALL FP FIREPROOF (ING) FRG FIBER REINFORCED GYPSUM FRP FIBER REINFORCED PLASTIC FSTNR FASTENER FTG FOOTING FIXT FIXTURE GALV GALVANIZED GC GENERAL CONTRACTOR GCJ GYPSUM BOARD CONTROL JOINT GEN GENERAL GF GROUND FACE GF CMU GROUND FACE CMU GFCI GROUND FAULT CIRCUIT INTERRUPTER GL GLASS GL BLK GLASS BLOCK GL CMU GLAZED CMU GR GRADE GROM GROMMET GT GROUT GYP GYPSUM GYP BD GYPSUM BOARD GYP PLAS GYPSUM PLASTER HB HOSE BIBB HC HOLLOW CORE HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HORIZ HORIZONTAL HR HOUR HT HEIGHT HTG HEATING HTR HEATER HVAC HEATING, VENTILATING & AIR CONDITIONING HYD HYDRANT IMC INTUMESCENT MASTIC COATING INCL INCLUDED INFO INFORMATION INSUL INSULATION INT INTERIOR INV INVERT IPT INTUMESCENT PAINT JAN JANITOR JAN CLO JANITOR'S CLOSET JT JOINT KIN KINETEK TILE KPL KICK PLATE LAB LABORATORY LAD LADDER LAM LAMINATE LINO LINOLEUM TILE LKR LOCKER LMC LINEAR METAL CEILING LOC LOCATION LT LIGHT LVR LOUVER LVT LUXURY VINYL TILE MA MASONRY ACCESSORY MAX MAXIMUM MD METAL DECK MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MJ MASONRY MOVEMENT JOINT MKB MARKERBOARD MKBV MARKERBOARD VINYL MLWK MILLWORK MO MASONRY OPENING MOB MOBILE PARTITION MPB METAL (PIPE) BOLLARD MS MOP SINK (SERVICE SINK) MSP METAL SOFFIT PANEL MT MOSAIC TILE MTD MOUNTED MTL METAL MWP METAL WALL PANEL N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OF/CI OWNER FURNISHED / CONTRACTOR INSTALLED OF/OI OWNER FURNISHED / OWNER INSTALLED OH OVERHEAD OPH OPPOSITE HAND OPNG OPENING PCONC POLISHED CONCRETE PLAM PLASTIC LAMINATE PLAS PLASTER PLBG PLUMBING PLYWD PLYWOOD PNL PANEL POL POLISHED PRCST PRECAST PREFAB PREFABRICATED PREFIN PREFINISH PROJ PROJECT PT PAINT PVG PAVING PVMT PAVEMENT PWR POWER QT QUARRY TILE QZ QUARTZ R RISER RB RESILIENT BASE RD ROOF DRAIN REINF REINFORCE REM REMOVABLE REQD REQUIRED RES RESINOUS FLOORING RFG ROOFING RFS ROOF SPECIALTIES RH ROOF HATCH RLG RAILING / GUARDRAIL RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RUB RUBBER FLOORING S SOUTH SAN SANITARY SATC SUSPENDED ACOUSTICAL TILE CEILING SB SPLASH BLOCK SC SOLID CORE SCA SECURITY CEILING ASSEMBLIES SCHED SCHEDULE SCONC SEALED CONCRETE SF SQUARE FOOT SHT SHEET SHTHG SHEATHING SKLT SKYLIGHT SLNT SEALANT SOG SLAB ON GRADE SPEC SPECIFICATION SPKR SPEAKER SPT SPORTS FLOORING SQ SQUARE SQ IN SQUARE INCH SSC STAINLESS STEEL COUNTERTOP SSF SOLID SURFACE SST STAINLESS STEEL STD STANDARD STG SEATING STL STEEL STL JST STEEL JOIST STL LNTL STEEL LINTEL STL PL STEEL PLATE STL TB STEEL TUBE STL TR STEEL TRUSS STM STEAM STN STONE STNV STONE VENEER STOR STORAGE SV SHEET VINYL SYS SYSTEM T&G TONGUE & GROOVE TA TOILET ACCESSORY TEL TELEPHONE TEMP TEMPERATURE, TEMPORARY, TEMPERED TER TERRAZZO TKB TACKBOARD TO TOP OF TP TOILET COMPARTMENT (PARTITION) T TREADS TRS TRANSITION STRIP TS TACKABLE SURFACE TSS TELESCOPIC STANDS (BLEACHERS) TT TERRAZZO TILE TYP TYPICAL UC UNDERCUT UNFIN UNFINISH(ED) UR URINAL UTIL UTILITY VCS VINYL COMPOSITION SHEET VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VNR VENEER VOL VOLUME VP VENEER PLASTER VR VAPOR RETARDER VS VERTICAL SUNSHADE VWC VINYL WALL COVERING W WEST W/ WITH W/W WALL TO WALL WB WALL BASE WD WOOD WDFLR WOOD FLOOR WDW WINDOW WDWT WINDOW TREATMENT WDFIN WOOD FINISH WGL WIREED GLASS WOT WALK OFF CARPET TILE WP WATERPROOFING WSB WALL SHEATHING WSCT WAINSCOT WWR WELDED WIRE REINFORCEMENT YD YARD YR YEAR © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 6 : 1 7 P M AG1.0 3315 GENERAL NOTES CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 3/8" = 1'-0" TYPICAL MOUNTING HEIGHTS PROJECT KEYNOTE LEGEND AV-4 FLAT SCREEN MONITOR, WALL MOUNTED (OFOI). MOUNT FOR DISPLAY (OFCI). CBR-1 COUNTERTOP BRACKET (STANDARD) CBR-3 COUNTERTOP BRACKET (CONCEALED MOUNT) CG-A1 CORNER GUARDS – SEE INTERIOR FINISH LEGEND CH-1 COAT HOOK CJ-2 CONTROL JOINT - RAKE JOINT AND FILL WITH SEALANT CPT-1 CARPET TILE - SEE INTERIOR FINISH LEGEND CS-1 CAST STONE SILL D03 REMOVE DOOR, DOOR HARDWARE, AND DOOR FRAME. D13 REMOVE STOREFRONT SYSTEM. D14 REMOVE TRANSACTION WINDOW, FRAME AND TRIM IN ITS ENTIRETY D20 REMOVE WALLS, FULL HEIGHT. PATCH FLOOR AND CEILING TO RECEIVE NEW FINISHES. D20a REMOVE PORTION OF WALL ASSOCIATED WITH EXISTING CLOCK LOCATION BASED ON COURSING TO TOOTH IN NEW CMU. D21b REMOVE PORTION OF WALL BASED ON COURSING TO TOOTH IN NEW CMU TO FILL IN OPENING D23 REMOVE AND SALVAGE FACE BRICK AND REMOVE MASONRY WALL BACKUP; COORDINATE EXTENT WITH NEW WINDOW OPENING HEAD AND SILL ELEVATIONS. D26 REMOVE WALL, FULL HEIGHT. SALVAGE EXISTING FACE BRICK FOR DOOR INFILL IN EXISTING WALL. PREP FOR NEW WALL, COORDINATE WITH PLANS FOR EXTENT. D31 REMOVE AND REPLACE CONCRETE FLOOR SLAB FOR NEW PLUMBING. SEE PLUMBING DRAWINGS FOR EXTENTS OF REMOVAL REQUIRED. D34 REMOVE FLOOR FINISH AND WALL BASE, REMOVE ANY ADHESIVE AND PREP FOR NEW FINISH. D40 REMOVE ACOUSTICAL CEILING TILES, GRID AND ALL ASSOCIATED SUPPORTS. D41 REMOVE GYPSUM BOARD CEILING/BULKHEAD/SOFFIT AND ALL ASSOCIATED STRUCTURE/SUPPORT. D46 REMOVE EXISTING CEILING TILE ALONG DEMO WORK EXTENTS, STORE FOR RE-USE, THEN RE-INSTALL PER NEW LAYOUT (CUTTING MAY BE REQUIRED). D50 REMOVE ARCHITECTURAL WOODWORK INCLUDING BASE CABINETS, UPPER CABINETS, AND/OR COUNTERTOPS. D90 REMOVE PORTION OF EXISTING ROOF DOWN TO THE DECKING TO EXTENTS OF HATCHING TO ACCOMMODATE NEW ROOF CONSTRUCTION D91 REMOVE PORTION OF GUTTER, SOFFIT AND FASCIA TO ACCOMMODATE FOR NEW CONSTRUCTION D95 REMOVE PORTION OF EXISTING ROOF AND STRUCTURE BELOW TO ACCOMMODATE NEW ADJACENT CONSTRUCTION D97 REMOVE ENTIRE CANOPY, STRUCTURE ASSOCIATED TO THE CANOPY, AND FOOTINGS BENEATH. D101 DOOR DEMOLITION TO BE COMPLETED BY OWNER'S ABATEMENT CONTRACTOR EIFS-1 EXTERIOR INSULATION AND FINISH SYSTEM EJ-1 INTERIOR EXPANSION COVER (FLOOR) EJ-2 EXPANSION COVER (WALL) FB-1 FACE BRICK FB-2 FACE BRICK FE-1 FIRE EXTINGUISHER AND SEMI-RECESSED CABINET FE-3 FIRE EXTINGUISHER AND SURFACE MOUNTED CABINET GA-1 CHAIN LINK GATE WITH PRIVACY SLATS GCJ-1 GYPSUM BOARD CONTROL JOINT GROM-1 GROMMET ITP-1 INTUMESCENT PAINT LTR-1 DIMENSIONAL LETTERING – 16" LTR-2 DIMENSIONAL LETTERING – 11" MA-6 GROUT CORES SOLID BEHIND ELECTRICAL/MECHANICAL MJ-1 MASONRY MOVEMENT JOINT (EXPANSION) MJ-2 MASONRY MOVEMENT JOINT (CONTROL) MKB-8 4' X 8' MARKERBOARD PB-1 PIPE BOLLARD, SEE DETAIL 2A/A5.2 PLAM-1 PLASTIC LAMINATE - SEE INTERIOR FINISH LEGEND PLAM-2 PLASTIC LAMINATE - SEE INTERIOR FINISH LEGEND PMC-1 PRE-MANUFACTURED METAL CANOPY PT-1 PAINT - SEE INTERIOR FINISH LEGEND PT-2 PAINT - SEE INTERIOR FINISH LEGEND RDS-1 PRE-FINISHED DOWNSPOUT - 4'X4' SQUARE RFL-1 STEEL LADDER (ROOF) RFS-2 PRE-FINISHED ROOF-EDGE FASCIA RFS-3 PRE-FINISHED METAL COPING RFS-4 PRE-FINISHED OVERFLOW SCUPPER UNIT RVT-1 MILLWORK REVEAL TRIM SSF-2 SOLID SURFACE - SEE INTERIOR FINISH LEGEND TA-1 TOILET TISSUE DISPENSER - FURNISHED AND INSTALLED BY OWNER TA-4 SOAP DISPENSER - FURNISHED AND INSTALLED BY OWNER TA-6 GRAB BAR SET (42", 36" AND 18") TA-9 PAPER TOWEL DISPENSER - FURNISHED AND INSTALLED BY OWNER TA-12 MIRROR UNIT (24" X 36") TA-16 PRIVACY CURTAIN AND TRACK - MOUNTED TO CEILING AND HANGS TO 6" AFF TS-1 TACKABLE SURFACE - SEE INTERIOR FINISH LEGEND WB-1 WALL BASE - SEE INTERIOR FINISH LEGEND WDWT-1 WINDOW TREATMENT (MANUAL ROLLER SHADE) WOT-3 WALK OFF CARPET TILE - SEE INTERIOR FINISH LEGEND # DATE DESCRIPTION METAL STUDS @ 16" OC FLOOR OR ROOF DECK HEAD WALL DEFLECTION TRACK (DO NOT FASTEN GYPSUM BOARD TO TRACK), SEE DETAIL FLOOR LINE SOUND ATTENUATION BLANKET*, FULL THICKNESS OF WALL U.L. DESIGN NO.: U419 (AT 1 HOUR WALLS) "ni" IN WALL TAG INDICATES WALLS WITHOUT SOUND ATTENUATION BLANKET METAL RUNNER, ANCHOR @ 2'-0" OC CONTINUOUS ACOUSTICAL SEALANT EACH SIDE AT NON-RATED WALLS, OR FIRESTOPPING SEALANT AT FIRE RATED WALLS BOTTOM OF WALL CONDITION PLAN VIEW CONDITION TOP OF WALL CONDITION FLEXIBLE CLOSURE STRIPS AT METAL DECK FLUTES CONTINUOUS ACOUSTICAL SEALANT EACH SIDE AT NON-RATED WALLS, OR FIRESTOPPING SEALANT AT FIRE RATED WALLS SOUND ATTENUATION BLANKET AT NON- RATED WALLS OR 2 1/2" MIN. FIRE SAFING INSULATION AT RATED WALLS 5/8" GYPSUM BOARD (FULL HEIGHT) CEILING - SEE REFLECTED CEILING PLANS 2B/ AG1.1 A# INDICATES NOMINAL STUD SIZE A2 1 5/8" STUD 2 7/8" DEEP A3 2 1/2" STUD 3 3/4" DEEP A4 3 5/8" STUD 4 7/8" DEEP A6 6" STUD 7 1/4" DEEP A8 8" STUD 9 1/4" DEEP "ni" IN WALL TAG INDICATES WALLS WITHOUT SOUND ATTENUATION BLANKET BOTTOM OF WALL CONDITION PLAN VIEW CONDITION TOP OF WALL CONDITION C# INDICATES NOMINAL STUD SIZE C2 1 5/8" STUD 2 1/2" DEEP C3 2 1/2" STUD 3 1/8" DEEP C4 3 5/8" STUD 4 1/4" DEEP C6 6" STUD 6 5/8" DEEP C8 8" STUD 8 5/8" DEEP METAL STUDS @ 16" OC FLOOR OR ROOF DECK HEAD WALL DEFLECTION TRACK (DO NOT FASTEN GYPSUM BOARD TO TRACK), SEE DETAIL FLOOR LINE SOUND ATTENUATION BLANKET*, FULL THICKNESS OF WALL METAL RUNNER, ANCHOR @ 2'-0" OC CONTINUOUS ACOUSTICAL SEALANT FLEXIBLE CLOSURE STRIPS AT METAL DECK FLUTES CONTINUOUS ACOUSTICAL SEALANT SOUND ATTENUATION BLANKET 5/8" GYPSUM BOARD (FULL HEIGHT) CEILING - SEE REFLECTED CEILING PLANS 2B/ AG1.1 INSTALL LIGHT-GAUGE METAL STRAPPING @ 2'-0" OC VERTICALLY TO SECURE INSULATION IN CAVITY U.L. DESIGN NO.: U905 (AT RATED WALLS) "S" IN TAG = CORES GROUTED SOLID 2.8" MIN. EQUIV. DEPTH @ 1 HR. WALLS 4.2" MIN. EQUIV. DEPTH @ 2 HR. WALLS BOTTOM OF WALL CONDITION PLAN VIEW CONDITION TOP OF WALL CONDITION G# INDICATES NOMINAL CMU SIZE G4 4" CMU 3 5/8" ACTUAL G6 6" CMU 5 5/8" ACTUAL G8 8" CMU 7 5/8" ACTUAL G10 10" CMU 9 5/8" ACTUAL G12 12" CMU 11 5/8" ACTUAL FLOOR LINE CONCRETE MASONRY UNIT MASONRY REINFORCING ALTERNATE COURSES METAL DECK OR PRECAST CONCRETE PLANK SEE DETAILS AND FOR WALL BRACING REQUIREMENTS CUT BLOCK TO FIT UNDER DECK COMPRESSIBLE FILLER @ NON-RATED WALLS, FOR RATED WALLS, SEE DETAILS 3C/ AG1.1 1A/ AG1.1 1B/ AG1.1 1 1 / 2 " M I N . DEFLECTION TRACK - FASTENED TO DECK METAL STUD (SEE WALL TYPE) UNDERSIDE OF METAL DECK - SEE STRUCT. DWGS. PROVIDE MIN. 1 1/2" GAP FOR DEFLECTION 2 1 / 2 " VARIES 1" O.C. 5/8" GYPSUM BOARD ROOFING SYSTEM - SEE ROOF PLAN METAL ROOF DECK - SEE STRUCT. DWGS. (2) #10 SELF-DRILLING SCREWS @ 24" O.C. 3"x1'-8"x14GA. STRAP @ 24" O.C. 3" x 3" x 14GA. ANGLE, CONTINUOUS EACH SIDE COMPRESSIBLE JOINT FILLER #10 SELF-DRILLING SCREWS @ 24" O.C. 1" M I N . G A P GROUT SOLID TOP TWO (2) COURSES CMU WALL - SEE PLAN FOR WALL TYPE CUT TOP OF CMU COURSE AS REQUIRED TO MAINTAIN MIN. GAP ROOFING SYSTEM - SEE ROOF PLAN PRECAST PLANK DECK - SEE STRUCT. DWGS. 5" x 3" x 1/4"X1'-0" ANGLE (LLV), @ 8'-0" O.C. EACH SIDE COMPRESSIBLE JOINT FILLER (2) 1/2" EXPANSION ANCHORS EACH SIDE GROUT SOLID TOP (2) COURSES CMU WALL - SEE PLAN FOR WALL TYPE CUT TOP OF CMU COURSE AS REQUIRED TO MAINTAIN MIN. GAP MEMBRANE ROOF SYSTEM - SEE ROOF PLAN STEEL JOIST FIRESTOP COMPOUND FOR RATING REQUIRED EACH SIDE OF FIRE SAFING INSULATION - FIT TIGHT TO DECK & AROUND DECK FLUTES METAL DECK - CONTINUOUS OVER WALL CMU BOND BEAM MASONRY REINFORCING (ALTERNATE COURSING)SEE PLAN FIRE SAFING INSULATION - FIT TIGHT TO DECK AROUND DECK FLUTES MEMBRANE ROOF SYSTEM - SEE ROOF PLAN FIRESTOP COMPOUND FOR RATING REQUIRED EACH SIDE OF FIRE SAFING INSULATION - FIT TIGHT TO DECK & AROUND DECK FLUTES FIRE SAFING INSULATION - FIT TIGHT TO DECK AROUND DECK FLUTES METAL DECK - CONTINUOUS OVER WALL MASONRY REINFORCING (ALTERNATE COURSING) CMU WALL PARALLEL TO DECK FLUTES PERPENDICULAR TO DECK FLUTES SEE PLAN 8" SPLIT FACE CONCRETE MASONRY UNIT PLAN VIEW CONDITION SECTION VIEW CONDITION EXTERIOR SIDE SEE NOTE PRECAST STONE VENEER 12" CONCRETE MASONRY UNIT PLAN VIEW CONDITION SECTION VIEW CONDITION EXTERIOR SIDE 1' - 5 1/8" GROUT CAVITY SOLID 11 5/8" 1 7/8" 3 5/8" PRECAST STONE VENEER 12" CONCRETE MASONRY UNIT PLAN VIEW CONDITION SECTION VIEW CONDITION EXTERIOR SIDE 1' - 10 5/8" GROUT CAVITY SOLID 3 5/8" 1 7/8" 11 5/8" 1 7/8" 3 5/8" PLAN VIEW CONDITION SECTION VIEW CONDITION EXTERIOR SIDE X#B INDICATES NOMINAL CMU SIZE X8B 8" CMU 16" DEEP X10B 10" CMU 18" DEEP X12B 12" CMU 20" DEEP 3" SPRAYED FOAM AIR BARRIER MIN 1" AIR SPACE W/ CAVITY DRAINAGE MATERIAL FACE BRICK, UTILITY SIZE SEE NOTE 4 3/4" 3 5/8" CONCRETE MASONRY UNIT PLAN VIEW CONDITION SECTION VIEW CONDITION EXTERIOR SIDE X#E INDICATES NOMINAL CMU SIZE X8E 8" CMU 11" DEEP X10E 10" CMU 13" DEEP X12E 12" CMU 15" DEEP EXTERIOR INSULATION AND FINISH SYSTEM (EIFS), SEE SPEC. CONCRETE MASONRY UNIT FLUID-APPLIED AIR BARRIER W/ DRAINAGE SYSTEM SEE NOTE 3" RIGID INSULATION PLAN VIEW CONDITION SECTION VIEW CONDITION EXTERIOR SIDE X#N INDICATES NOMINAL CMU SIZE X6N 6" CMU 12" DEEP 1 1/2" SPRAYED FOAM AIR BARRIER MIN 1" AIR SPACE W/ CAVITY DRAINAGE MATERIAL FACE BRICK, NOMINAL SIZE SEE NOTE CONCRETE MASONRY UNIT © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 6 : 1 8 P M AG1.1 3315 INTERIOR & EXTERIOR WALL TYPES CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1 1/2" = 1'-0" WALL TYPE A# Scale: 1 1/2" = 1'-0" WALL TYPE C# Scale: 1 1/2" = 1'-0" WALL TYPE G# Scale: 3" = 1'-0"AG1.1 SLIP JOINT2B Scale: 1 1/2" = 1'-0"AG1.1 TYPICAL MASONRY WALL BRACING1A Scale: 1 1/2" = 1'-0"AG1.1 TYPICAL MASONRY WALL BRACING1B Scale: 1 1/2" = 1'-0"AG1.1 TOP OF RATED MASONRY WALL3C Scale: 1 1/2" = 1'-0" WALL TYPE SFB-1t Scale: 1 1/2" = 1'-0" WALL TYPE X12S Scale: 1 1/2" = 1'-0" WALL TYPE X12S2 Scale: 1 1/2" = 1'-0" WALL TYPE X#B Scale: 1 1/2" = 1'-0" WALL TYPE X#E Scale: 1 1/2" = 1'-0" WALL TYPE X#N # DATE DESCRIPTION GENERAL DEMOLITION NOTES 1. OWNER IS RESPONSIBLE FOR REMOVAL OF ALL LOOSE FURNISHINGS PRIOR TO GENERAL DEMOLITION. ALL ITEMS INCLUDING DOORS, DOOR HARDWARE, CEILING TILES CONSIDERED SALVAGEABLE SHALL ALSO BE REMOVED BY THE OWNER PRIOR TO GENERAL DEMOLITION. 2. REMOVE ALL APPLIED FINISHES AND PREPARE SUBSTRATE FOR NEW FINISHES. SEE FINISH PLANS & INTERIOR FINISH LEGEND FOR FINISHES. 3. EXISTING CONDITIONS: EXISTING CONDITIONS SHOWN ON DRAWINGS REPRESENT CURRENT BUILDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR REVIEW. WORK DONE WITHOUT RESOLUTION OF DISCREPANCIES MUST BE REDONE AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST TO THE CONTRACT. 4. UNLESS NOTED OTHERWISE, PATCH ALL FLOORS, BASE, WALLS AND CEILINGS AT EXPOSED AREAS AFFECTED BY DEMOLITION REGARDLESS OF TRADE DOING THE DEMOLITION WORK. PATCH TO MATCH ADJACENT EXISTING CONSTRUCTION WHERE SPECIFIC INFORMATION IS NOT NOTED OR SCHEDULED. REFER TO FINISH PLANS. 5. DISPOSE OF ALL BUILDING MATERIAL IN LAWFUL MANNER. 6. SEE FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR ADDITIONAL DEMOLITION INFORMATION WHICH MAY NOT BE INDICATED ON DEMOLITION PLANS AND TO COORDINATE EXTENT OF DEMOLITION REQUIRED. 7. SEE PROJECT MANUAL AND PLUMBING, HVAC AND ELECTRICAL DRAWINGS FOR ANY REQUIRED DEMOLITION OF PLUMBING, HVAC AND ELECTRICAL EQUIPMENT/MATERIALS PERFORMED BY THOSE TRADES. 8. REQUIRED MEANS OF EGRESS FROM THE EXISTING BUILDING SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION WHEN THE BUILDING REMAINS OCCUPIED. IN THE EVENT THAT AN EXISTING MEANS OF EGRESS CANNOT BE MAINTAINED, CONTRACTOR SHALL PROVIDE AN APPROVED TEMPORARY MEANS OF EGRESS. EXISTING ROOM NAME EX. RM # EXISTING WALL MATERIAL EXISTING WALL BASE TYPE EXISTING CEILING HEIGHT EXISTING FLOOR FINISH EXISTING CEILING TYPE EXISTING ROOM TAG LEGEND: 11' - 0" D90 D95 EXISTING ROOF EXISTING ROOF EXISTING ROOF EXISTING ROOF D20 D20 D23 D03D03 D03 D31 D34 D34 OFFICE EXST JANITOR EXST RECEPTION EXST CMU VCT WB GYP BD 8' - 0" OFFICE EXST CMU VCT WB APC 8' - 0" CORRIDOR EXST CMU VCT WB SPLINE 8' - 0" D50D50 D14 5'-0" D34 OFFICE EXST D21bD21b D20a D20 D20 D20 D20 D26 D13 D13 D13 D03 D101 D34 D34 D03 MULTI-PURPOSE EXST OFFICE EXST CORRIDOR EXST CMU/GYP BD VCT WB APC 8' - 1 1/2" D34 AL I G N D20 VESTIBULE EXST CMU/GYP BD VCT WB APC 8' - 1 1/2" STORAGE EXST CMU/GYP BD VCT WB APC 8' - 1 1/2" D97 6C G0.1 © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: KEY PLAN UNIT B UNIT A 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 4 : 5 2 P M A0.1A 3315 FIRST FLOOR DEMOLITION PLAN CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 KEYNOTE LEGEND D03 REMOVE DOOR, DOOR HARDWARE, AND DOOR FRAME. D13 REMOVE STOREFRONT SYSTEM. D14 REMOVE TRANSACTION WINDOW, FRAME AND TRIM IN ITS ENTIRETY D20 REMOVE WALLS, FULL HEIGHT. PATCH FLOOR AND CEILING TO RECEIVE NEW FINISHES. D20a REMOVE PORTION OF WALL ASSOCIATED WITH EXISTING CLOCK LOCATION BASED ON COURSING TO TOOTH IN NEW CMU. D21b REMOVE PORTION OF WALL BASED ON COURSING TO TOOTH IN NEW CMU TO FILL IN OPENING D23 REMOVE AND SALVAGE FACE BRICK AND REMOVE MASONRY WALL BACKUP; COORDINATE EXTENT WITH NEW WINDOW OPENING HEAD AND SILL ELEVATIONS. D26 REMOVE WALL, FULL HEIGHT. SALVAGE EXISTING FACE BRICK FOR DOOR INFILL IN EXISTING WALL. PREP FOR NEW WALL, COORDINATE WITH PLANS FOR EXTENT. D31 REMOVE AND REPLACE CONCRETE FLOOR SLAB FOR NEW PLUMBING. SEE PLUMBING DRAWINGS FOR EXTENTS OF REMOVAL REQUIRED. D34 REMOVE FLOOR FINISH AND WALL BASE, REMOVE ANY ADHESIVE AND PREP FOR NEW FINISH. D50 REMOVE ARCHITECTURAL WOODWORK INCLUDING BASE CABINETS, UPPER CABINETS, AND/OR COUNTERTOPS. D90 REMOVE PORTION OF EXISTING ROOF DOWN TO THE DECKING TO EXTENTS OF HATCHING TO ACCOMMODATE NEW ROOF CONSTRUCTION D95 REMOVE PORTION OF EXISTING ROOF AND STRUCTURE BELOW TO ACCOMMODATE NEW ADJACENT CONSTRUCTION D97 REMOVE ENTIRE CANOPY, STRUCTURE ASSOCIATED TO THE CANOPY, AND FOOTINGS BENEATH. D101 DOOR DEMOLITION TO BE COMPLETED BY OWNER'S ABATEMENT CONTRACTOR Scale: 1/8" = 1'-0"A0.1A DEMOLITION ROOF PLAN4D Scale: 1/4" = 1'-0"A0.1A DEMOLITION FLOOR PLAN - WORK AREA B6A Scale: 1/4" = 1'-0"A0.1A DEMOLITION FLOOR PLAN - WORK AREA A4A # DATE DESCRIPTION GENERAL DEMOLITION NOTES 1. OWNER IS RESPONSIBLE FOR REMOVAL OF ALL LOOSE FURNISHINGS PRIOR TO GENERAL DEMOLITION. ALL ITEMS INCLUDING DOORS, DOOR HARDWARE, CEILING TILES CONSIDERED SALVAGEABLE SHALL ALSO BE REMOVED BY THE OWNER PRIOR TO GENERAL DEMOLITION. 2. REMOVE ALL APPLIED FINISHES AND PREPARE SUBSTRATE FOR NEW FINISHES. SEE FINISH PLANS & INTERIOR FINISH LEGEND FOR FINISHES. 3. EXISTING CONDITIONS: EXISTING CONDITIONS SHOWN ON DRAWINGS REPRESENT CURRENT BUILDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR REVIEW. WORK DONE WITHOUT RESOLUTION OF DISCREPANCIES MUST BE REDONE AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST TO THE CONTRACT. 4. UNLESS NOTED OTHERWISE, PATCH ALL FLOORS, BASE, WALLS AND CEILINGS AT EXPOSED AREAS AFFECTED BY DEMOLITION REGARDLESS OF TRADE DOING THE DEMOLITION WORK. PATCH TO MATCH ADJACENT EXISTING CONSTRUCTION WHERE SPECIFIC INFORMATION IS NOT NOTED OR SCHEDULED. REFER TO FINISH PLANS. 5. DISPOSE OF ALL BUILDING MATERIAL IN LAWFUL MANNER. 6. SEE FLOOR PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR ADDITIONAL DEMOLITION INFORMATION WHICH MAY NOT BE INDICATED ON DEMOLITION PLANS AND TO COORDINATE EXTENT OF DEMOLITION REQUIRED. 7. SEE PROJECT MANUAL AND PLUMBING, HVAC AND ELECTRICAL DRAWINGS FOR ANY REQUIRED DEMOLITION OF PLUMBING, HVAC AND ELECTRICAL EQUIPMENT/MATERIALS PERFORMED BY THOSE TRADES. 8. REQUIRED MEANS OF EGRESS FROM THE EXISTING BUILDING SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION WHEN THE BUILDING REMAINS OCCUPIED. IN THE EVENT THAT AN EXISTING MEANS OF EGRESS CANNOT BE MAINTAINED, CONTRACTOR SHALL PROVIDE AN APPROVED TEMPORARY MEANS OF EGRESS. EXISTING ROOM NAME EX. RM # EXISTING WALL MATERIAL EXISTING WALL BASE TYPE EXISTING CEILING HEIGHT EXISTING FLOOR FINISH EXISTING CEILING TYPE EXISTING ROOM TAG LEGEND: 11' - 0" CORRIDOR EXST CMU VCT WB SPLINE 8' - 0" ST. EXST VESTIBULE EXST RECEPTION EXST CMU VCT WB GYP BD 8' - 0" OFFICE EXST CMU VCT WB APC 8' - 0" CORRIDOR EXST CMU/GYP BD VCT WB APC 8' - 1 1/2" CLASSROOM EXST CLASSROOM EXST CLASSROOM EXST CLASSROOM EXST CLASSROOM EXST B. TLT. EXST G. TLT EXST JANITOR EXST STAIR EXST STORAGE EXST ST. EXST ST. EXST STAIR EXST OFFICE EXST MULTI-PURPOSE EXST STAIR EXST ST. EXST CLASSROOM EXST VESTIBULE EXST OFFICE EXST OFFICE EXST JANITOR EXST GYMNASIUM EXST ST. EXST D40 D40 D40 D40 D41 D40 D40 D40 D91 D46 2'-4" 6B G0.1 6C G0.1 © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: KEY PLAN UNIT B UNIT A 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 4 : 5 5 P M A0.1B 3315 DEMOLITION REFLECTED CEILING PLAN CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 KEYNOTE LEGEND D40 REMOVE ACOUSTICAL CEILING TILES, GRID AND ALL ASSOCIATED SUPPORTS. D41 REMOVE GYPSUM BOARD CEILING/BULKHEAD/SOFFIT AND ALL ASSOCIATED STRUCTURE/SUPPORT. D46 REMOVE EXISTING CEILING TILE ALONG DEMO WORK EXTENTS, STORE FOR RE-USE, THEN RE-INSTALL PER NEW LAYOUT (CUTTING MAY BE REQUIRED). D91 REMOVE PORTION OF GUTTER, SOFFIT AND FASCIA TO ACCOMMODATE FOR NEW CONSTRUCTION Scale: 1/8" = 1'-0"A0.1B DEMOLITION REFLECTED CEILING PLAN6A # DATE DESCRIPTION UP UP UP UP UP UP UP 1 2 A ELECTRICAL G. TLT. PYSCH RESOURCE OFFICE STORAGE TLT. CUST. OFFICE ST. ST. STORAGE ST. CLASSROOM CLASSROOM JANITOR CLASSROOMCLASSROOMCLASSROOM GYMNASIUM Tlt. TEACHER WORK JANITOR OFFICEOFFICE Tlt. MECHANICAL STORAGECLASSROOMCLASSROOM CLASSROOMCLASSROOM CLASSROOM KITCHEN G. TLT.B. TLT. CAFETERIA B. TLT. CLASSROOM HEALTH MULTI-PURPOSE TOILET CLASSROOM B. TLT.G. TLT CONFERENCE RECEPTION TOILET PRINCIPAL WORK ROOM OFFICE OFFICE CORRIDOR CORRIDOR VESTIBULE LIBRARY CORRIDOR CORRIDOR MUSIC CLASSROOM VESTIBULE CLASSROOM ST. ST. STORAGE ST. A1.1A 4A A1.1A 6A A1.1A 6D 6B G0.1 6C G0.1 6E G0.1 6D G0.1 © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: KEY PLAN UNIT B UNIT A 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 4 : 5 8 P M A1.1 3315 OVERALL FLOOR PLAN CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1/16" = 1'-0"A1.1 PROPOSED OVERALL FLOOR PLAN6A # DATE DESCRIPTION ALIGN AL I G N T T T ALIGN GENERAL NOTES 1. DO NOT SCALE FROM DRAWINGS. 2. EXISTING CONDITIONS: EXISTING CONDITIONS SHOWN ON DRAWINGS REPRESENT CURRENT BUILDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING WORK. REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR REVIEW. WORK DONE WITHOUT RESOLUTION OF DISCREPANCIES MUST BE REDONE AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST TO THE CONTRACT. 3. REFER TO SHEET AG1.0 FOR WALL TYPES. REFER TO SHEET G0.1 FOR RATED WALL LOCATIONS. 4. REFER TO SHEET AG1.0 FOR TYPICAL MOUNTING HEIGHTS. REFER TO INTERIOR ELEVATION SHEETS FOR ROOM SPECIFIC FIXTURE MOUNTING HEIGHTS. 5. REFER TO SHEET A9.0 FOR FLOOR TRANSITION DETAILS. 6. REFER TO SHEET A9.0 FOR TYPICAL FLOOR/BASE CONDITIONS. 7. DIMENSIONS FOR INTERIOR STUD WALLS ARE TO FACE OF WALL. EXTERIOR STUD WALLS ARE DIMENSIONED TO INTERIOR FACE OF STUDS. CMU WALLS ARE DIMENSIONED TO FACE OF WALL. 8. REFER TO SHEET AG1.0 FOR TYPICAL FIRE EXTINGUISHER CABINET MOUNTING HEIGHT. 9. IDENTIFY ALL RATED WALLS AND PARTITIONS WITH PAINTED LETTERING THAT READS "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS" ABOVE CEILINGS. LETTERING TO BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30'-0" O.C. HORIZONTALLY, BOTH SIDES OF WALL. LETTERING TO BE NOT LESS THAN 3" IN HEIGHT WITH A 3/8" MINIMUM STROKE IN A CONTRASTING COLOR. SEE SHEET G0.1 PLANS FOR LOCATION OF RATED WALLS. 10. REFER TO STRUCTURAL DRAWINGS FOR FIRE PROOFING LOCATIONS. PROVIDE INTUMESCENT PAINT AT EXPOSED STEEL COLUMNS AND AT THE BOTTOM FLANGE OF STEEL LINTELS. PROVIDE SPRAYED FIRE-RESISTIVE MATERIAL AT STEEL BEAMS, ROOF DECK AND ROOF JOISTS UNLESS NOTED OTHERWISE. 11. REFER TO REFLECTED CEILING PLANS & CLERESTORY PLANS FOR LOCATION OF ALL WINDOW TREATMENTS. 12. REQUIRED MEANS OF EGRESS FROM THE EXISTING BUILDING SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION WHEN THE BUILDING REMAINS OCCUPIED. IN THE EVENT THAT AN EXISTING MEANS OF EGRESS CANNOT BE MAINTAINED, CONTRACTOR SHALL PROVIDE AN APPROVED TEMPORARY MEANS OF EGRESS. INDICATES FIRE RATED WALL - SEE CODE REVIEW SHEET FOR HOUR RATING & TYPE 1 2 A A2.0 4A MULTI-PURPOSE EXST CONFERENCE A103 RECEPTION A101 TOILET A105 PRINCIPAL A102 WORK ROOM A104 OFFICE EXST A2.02A VESTIBULE A100 A1 0 4 . 2 A1 0 5 A1 0 1 . 2 A1 0 1 . 1 A104.1 A103 A102 A100.1 A100.3 5B A2.0 2D A2.0 6B A2.0 6A A4.0 5A A4.0 6A A4.1 1A A4.1 5A A4.1 A7.03D A7.02D SF 3 SF4 SF 5 SF6 SF 3 SF 5 4D A2.0 A8.1 4D A8.1 4A A5.1 1A A2.0 6A 13 ' - 6 " A4 A4 A4 G12 G12 G12 G8 CORRIDOR A106 CH-1 A7.01A A7.0 4E A100.4 A100.5 11'-2" 4'-0" A8.1 4C 15 ' - 8 " 10 ' - 8 " 4 ' - 0 " 1 0 ' - 8 " 1'-0" 13'-4"3'-4" 12'-4" 3'-4" 3'-4" 3'-4" 2'-2" 3'-4" 5'-6" 3'-4" 3'- 4 " 3 ' - 0 " 1 ' - 0 " 4D X12B X12B X10B X12B X12B X12B X10B X12B X10B X12B X10B X10B X12B 1" 3'- 4 " 3 ' - 0 " 1 0 ' - 6 " A4 SF 2 . 1 8'- 0 " 4 9 ' - 1 " A8.1 6E 1' - 4 " 3C A4.1 MKB-8 AV-4 AV-4EQ E Q 2'- 8 " 1' - 4 " 1'-8" G8 A2.0 2B 1'- 4 " 1'-4"C4niC4ni G12 4'- 6 " A5.1 1D A5.22B EJ-1 A7.21B MJ-1 MA-6 MA-6 MA-6 MA-6 MA-6 MA-6 MA-6 MA-6MA-6 EJ-1 ITP-1 ITP-1 X6N FE-1 A100.2 ELECTRICAL B101 JANITOR EXST OFFICE EXST OFFICE EXST HEALTH B102 TOILET B102A OFFICE B102B B102B B1 0 2 A B1 0 2 B1 0 1 G6 D4 D4 A4 SF7 A7.02E CORRIDOR B103 CH-1 CH-1 A7.0 6D ALIGN 9'-4" 9'- 0 " 6'-0" 5/8" GYPSUM ON 7/8" FURRING, ALIGN W/ METAL STUD WALL 2'-4"2'-4" A5.11C EQ E Q 6'-2" FE-3 4'- 4 " 4 ' - 4 " 5'-6" TA-16 5'-6" PB-1 2'-6" 5'-4" 5'-4" 5'-4" 2'-6" 10 YD CAPACITY DUMPSTER 10 YD CAPACITY DUMPSTER 2'-0" 9" 6'-0" 9" 2'-0" 9" 6'-0" 9" 2'-0" 2'-0" 10'-0" 8" 4" GA-1 PB-1 PB-1 PB-1 PB-1 SFB-1t 21'-0" ROUGH OPENING 20'-0" SFB-1t SFB-1t 4C A4.1 8" 4" 4C A4.1 4C A4.1 © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: KEY PLAN UNIT B UNIT A 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 0 5 P M A1.1A 3315 FIRST FLOOR PLANS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 KEYNOTE LEGEND AV-4 FLAT SCREEN MONITOR, WALL MOUNTED (OFOI). MOUNT FOR DISPLAY (OFCI). CH-1 COAT HOOK EJ-1 INTERIOR EXPANSION COVER (FLOOR) FE-1 FIRE EXTINGUISHER AND SEMI-RECESSED CABINET FE-3 FIRE EXTINGUISHER AND SURFACE MOUNTED CABINET GA-1 CHAIN LINK GATE WITH PRIVACY SLATS MA-6 GROUT CORES SOLID BEHIND ELECTRICAL/MECHANICAL MJ-1 MASONRY MOVEMENT JOINT (EXPANSION) MKB-8 4' X 8' MARKERBOARD PB-1 PIPE BOLLARD, SEE DETAIL 2A/A5.2 TA-16 PRIVACY CURTAIN AND TRACK - MOUNTED TO CEILING AND HANGS TO 6" AFF Scale: 1/4" = 1'-0"A1.1A PROPOSED FIRST FLOOR PLAN - WORK AREA A4A Scale: 1/4" = 1'-0"A1.1A PROPOSED FIRST FLOOR PLAN - WORK AREA B6A Scale: 1/4" = 1'-0"A1.1A DUMPSTER ENCLOSURE PLAN6D # DATE DESCRIPTION 1 2/27/23 PS #2 1 2 A 5B A2.0 2D A2.0 6B A2.0 4D A2.0 RT-2 RT-2 RT-6RT-6 +9 1/8"+9 1/8" +9 1/8" +10 1/2" +7 3/8" 4" / 12"4" / 12" +5" +5" Slope = 1/8" per Ft. BUILT-UP ROOF TAPERED INSULATION +2 3/4" +6 1/2" +7" 1A A5.0 1A A5.0 15'-0" 7'- 1 7 / 8 " OD RFL-1 RFL-1 RFS-4 14'-1" +7" +6 1/2" 3D A5.0 6A A5.1 6C A5.1 1C A5.2 PMC-1 ROOF PLAN LEGEND & NOTES ROOF TYPE 2 (RT-2): • BUILT-UP ROOF • COVERBOARD • TAPERED INSULATION, 1/4" PER FOOT MINIMUM SLOPE, 5" DEPTH (MIN. R-30,) WITH A MINIMUM OF 2 LAYERS; STAGGER JOINTS • THERMAL BARRIER AT SPRAY APPLIED FIRE PROOFING LOCATIONS ONLY - SEE STRUCTURAL • FLAT STRUCTURE WITH METAL ROOF DECK, SEE STRUCTURAL FOR SIZE & TYPE ROOF TYPE 6 (RT-6): • ASPHALT SHINGLES • ICE & WATER SHIELD • 3/4" SHEATHING • TAPERED INSULATION, SEE STRUCTURAL FOR SIZE & TYPE DENOTES TAPERED INSULATION; MAINTAIN 1/4" PER FOOT SLOPE TO DRAINS #" DENOTES APPROXIMATE THICKNESS OF TAPERED INSULATION DENOTES WALKWAY PAVERS DENOTES ROOF CRICKETS; MAINTAIN 1/2" PER FOOT SLOPE TO DRAINS 1. ALL ROOF SLOPES TO BE MINIMUM 1/4" PER FOOT UNLESS NOTED OTHERWISE. 2. ALL ROOF TOP CURBS TO BE SADDLED WITH MINIMUM 1/2" PER FOOT PITCH. 3. NOT ALL ROOF PENETRATIONS ARE SHOWN. VERIFY PENETRATIONS WITH ALL BUILDING TRADES. 4. SEE HVAC DRAWINGS FOR SIZES, QUANTITIES, LOCATIONS AND TYPES OF HVAC PENETRATIONS AND ROOF TOP MOUNTED EQUIPMENT. 5. SEE DETAIL FOR VENT PIPE FLASHING DETAIL. VERIFY ALL LOCATIONS AND QUANTITIES W/ PLUMBING CONTRACTOR. 6. SEE DETAIL FOR CURB FLASHING DETAIL. 7. SEE DETAIL FOR TYPICAL ROOF DRAIN DETAIL. 8. SEE DETAIL FOR TYPICAL ROOF SADDLES. 9. SEE DETAIL FOR ROOF LADDER. 1A/ A5.0 1B/ A5.0 1C/ A5.0 1D/ A5.0 1E/ A5.0 © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: KEY PLAN UNIT B UNIT A 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 0 8 P M A1.3 3315 ROOF PLAN CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1/8" = 1'-0"A1.3 PROPOSED ROOF PLAN5A KEYNOTE LEGEND PMC-1 PRE-MANUFACTURED METAL CANOPY RFL-1 STEEL LADDER (ROOF) RFS-4 PRE-FINISHED OVERFLOW SCUPPER UNIT # DATE DESCRIPTION T T T T T T T T TTT S T T T T T T T 1. REFER TO INTERIOR FINISH LEGEND FOR CEILING MATERIAL KEYS. 2. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE PAINTED PT-1 UNLESS NOTED OTHERWISE. WHERE A PAINT COLOR IS INDICATED, PAINT THE BOTTOM AND FACE OF THE SOFFIT THE COLOR INDICATED. 3. COORDINATE WITH MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL THE EXACT LOCATIONS OF CEILING FIXTURES, DIFFUSERS, SPRINKLER HEADS, ETC. CONSULT WITH ARCHITECT REGARDING ANY DISCREPANCIES. 4. REMOVE EXISTING CEILING PRIOR TO INSTALLING ANY NEW CEILING IF NOT NOTED ON THE DEMOLITION PLANS. 5. RECESSED LIGHT FIXTURES, SPEAKERS, EXIT LIGHTS, SMOKE DETECTORS, ETC. TO BE LOCATED IN THE CENTER OF CEILING TILES. 6. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR CEILING MOUNTED DEVICE SYMBOL LEGEND. 7. ALL CEILING TILE TO BE CENTERED IN BOTH DIRECTIONS IN EACH ROOM OR SPACE, UNLESS NOTED OTHERWISE. TYPICAL CEILING TILE SHOULD NOT BE CUT LESS THAN 6" WIDE IN ANY AREA. WHEN GRID LAYOUT RESULTS IN A CEILING TILE OF LESS THAN 4" FOR THE LENGTH OR WIDTH OF A ROOM, OMIT RUNNER NEAREST WALL AND CUT FULL TILE TO WIDTH AS NEEDED. EXISTING CEILING TILE & GRID EXISTING GYP. BOARD CEILING NEW CEILING TILE & GRID GENERAL CEILING PLAN NOTES NEW GYP. BOARD CEILING 1 2 A WORK ROOM A104 CONFERENCE A103 PRINCIPAL A102 RECEPTION A101 VESTIBULE A100 MULTI-PURPOSE EXST OFFICE EXST STAIR EXST B. TLT. EXST JANITOR EXST G. TLT EXST CLASSROOM EXST CLASSROOM EXST STORAGE EXST CLASSROOM EXST CLASSROOM EXST CLASSROOM EXST ST. EXST ST. EXST STAIR EXST ST. EXST CLASSROOM EXST VESTIBULE EXST HEALTH B102 OFFICE B102B ELECTRICAL B101 TOILET B102A OFFICE EXST OFFICE EXST JANITOR EXST STAIR EXST TOILET A105 CORRIDOR B103 A1.5A 6A A1.5A 4A A1.5A 6D CORRIDOR A106 A.F.F. APC-1 8' - 1" © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: KEY PLAN UNIT B UNIT A 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 1 2 P M A1.5 3315 REFLECTED CEILING PLAN CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1/8" = 1'-0"A1.5 OVERALL RCP6A # DATE DESCRIPTION 1. REFER TO INTERIOR FINISH LEGEND FOR CEILING MATERIAL KEYS. 2. ALL GYPSUM BOARD CEILINGS AND SOFFITS TO BE PAINTED PT-1 UNLESS NOTED OTHERWISE. WHERE A PAINT COLOR IS INDICATED, PAINT THE BOTTOM AND FACE OF THE SOFFIT THE COLOR INDICATED. 3. COORDINATE WITH MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL THE EXACT LOCATIONS OF CEILING FIXTURES, DIFFUSERS, SPRINKLER HEADS, ETC. CONSULT WITH ARCHITECT REGARDING ANY DISCREPANCIES. 4. REMOVE EXISTING CEILING PRIOR TO INSTALLING ANY NEW CEILING IF NOT NOTED ON THE DEMOLITION PLANS. 5. RECESSED LIGHT FIXTURES, SPEAKERS, EXIT LIGHTS, SMOKE DETECTORS, ETC. TO BE LOCATED IN THE CENTER OF CEILING TILES. 6. SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR CEILING MOUNTED DEVICE SYMBOL LEGEND. 7. ALL CEILING TILE TO BE CENTERED IN BOTH DIRECTIONS IN EACH ROOM OR SPACE, UNLESS NOTED OTHERWISE. TYPICAL CEILING TILE SHOULD NOT BE CUT LESS THAN 6" WIDE IN ANY AREA. WHEN GRID LAYOUT RESULTS IN A CEILING TILE OF LESS THAN 4" FOR THE LENGTH OR WIDTH OF A ROOM, OMIT RUNNER NEAREST WALL AND CUT FULL TILE TO WIDTH AS NEEDED. EXISTING CEILING TILE & GRID EXISTING GYP. BOARD CEILING NEW CEILING TILE & GRID GENERAL CEILING PLAN NOTES NEW GYP. BOARD CEILING 1 2 A 5B A2.0 2D A2.0 6B A2.0 A.F.F. APC-2 8' - 4"WORK ROOM A104 CONFERENCE A103 PRINCIPAL A102 RECEPTION A101 VESTIBULE A100 TOILET A105 4D A2.0 11'-2" 22 ' - 2 " A.F.F. GYP BD 10' - 2" 3A A7.2 3A A7.2 A.F.F. APC-1 11' - 0" WDWT-1 WDWT-1 WDWT-1 WDWT-1 WDWT-1 WDWT-1 A.F.F. GYP BD 10' - 2" PT-2 1'-0" PT-1 A.F.F. APC-1 8' - 1" (LEVEL 100' - 0") CORRIDOR A106 (LEVEL 100' - 0") (LEVEL 100' - 0") (LEVEL 100' - 0") (LEVEL 100' - 0") (LEVEL 100' - 0") (LEVEL 100' - 0") (LEVEL 100' - 0") (LEVEL 100' - 0") (LEVEL 100' - 0") (LEVEL 100' - 0") A.F.F. APC-1 10' - 2" A.F.F. APC-1 9' - 0" A.F.F. APC-1 9' - 0" A.F.F. APC-1 10' - 4" A.F.F. APC-1 10' - 6" PT-2 6A A7.2 GCJ-1 11 ' - 1 " VESTIBULE EXST HEALTH B102 OFFICE B102B ELECTRICAL B101 TOILET B102A OFFICE EXST OFFICE EXST JANITOR EXST CORRIDOR B103 A.F.F. APC-2 8' - 0" WDWT-1 WDWT-1 AL I G N AL I G N A.F.F. GYP BD 7' - 10" PT-1 3A A7.2 A.F.F. APC-1 8' - 0" TA-16 A.F.F. APC-1 7' - 6" (LEVEL 100' - 0") (LEVEL 98' - 8") (LEVEL 98' - 8") (LEVEL 98' - 8") (LEVEL 98' - 8") (LEVEL 98' - 8") A.F.F. APC-1 7' - 6" (LEVEL 100' - 0") EXPOSED PT-1 A.F.F. GYP BD 7' - 10" 5A A7.2 A.F.F. APC-1 8' - 6" A.F.F. APC-1 8' - 6" 3A A7.2 A.F.F. GYP BD 7' - 4" ALIGN HEADER WITH CORNER OF CORRIDORS A.F.F. APC-1 7' - 6" (LEVEL 100' - 0") (LEVEL 100' - 0") A.F.F. APC-1 8' - 1" (LEVEL 100' - 0") CORRIDOR A106 A.F.F. APC-1 7' - 6" (LEVEL 100' - 0") © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: KEY PLAN UNIT B UNIT A 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 1 7 P M A1.5A 3315 ENLARGED REFLECTED CEILING PLANS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 KEYNOTE LEGEND GCJ-1 GYPSUM BOARD CONTROL JOINT PT-1 PAINT - SEE INTERIOR FINISH LEGEND PT-2 PAINT - SEE INTERIOR FINISH LEGEND TA-16 PRIVACY CURTAIN AND TRACK - MOUNTED TO CEILING AND HANGS TO 6" AFF WDWT-1 WINDOW TREATMENT (MANUAL ROLLER SHADE) Scale: 1/4" = 1'-0"A1.5A ENLARGED REFLECTED CEILING PLAN - WORK AREA A4A Scale: 1/4" = 1'-0"A1.5A ENLARGED REFLECTED CEILING PLAN - WORK AREA B6A Scale: 1/4" = 1'-0"A1.5A ENLARGED REFLECTED CEILING PLAN - HALLWAY TRANSITION6D # DATE DESCRIPTION 1 2/27/23 PS #2 FIRST FLOOR 100' - 0" A T.O. (ADDITION) - NEW 116' - 8" 5B A2.0 4D A2.0 SF5SF7 FB-1 FB-1 FB-1 FB-1 EXISTING BUILDING NEW ADDITION FB-2 CS-1 CS-1 FB-1 FB-1 2B A5.2 MJ-1 1B A5.2 MJ-2MJ-2 MJ-2MJ-2 4D A5.0 6C G0.1 FIRST FLOOR 100' - 0" 1 2 T.O. (ADDITION) - NEW 116' - 8" 2D A2.0 6B A2.0 6A A4.1 1A A4.1 SF4SF4SF6 NEW ADDITION EXISTING BUILDING LTR-1 T.O. ENTRY 117' - 4" FB-2 CS-1 CS-1 SF2.1 FB-1FB-1 FB-1 FB-1 FB-1FB-1 CS-1 FB-23'-4" 1B A5.2 RFL-1 2B A5.2 MJ-2MJ-2 MJ-2MJ-2MJ-2 LTR-2 MJ-2MJ-2 RDS-1 PMC-1 10 ' - 8 " FIRST FLOOR 100' - 0" 12 T.O. (ADDITION) - NEW 116' - 8" 2D A2.0 6B A2.0 5A A4.1 SF6 EXISTING BUILDING FB-1 FB-1 T.O. ENTRY 117' - 4" CS-1 EIFS-1 FB-2 112' - 0" STEEL ANGLE BRICK LEDGE TOP OF FLASHING 112' - 8" 6'-8" 10'-8" 7'-0" RFL-1 CJ-2CJ-2 MJ-2MJ-2 2B A5.2 113' - 4"4D A5.0 MJ-2 MJ-2 FIRST FLOOR 100' - 0" 12 T.O. (ADDITION) - NEW 116' - 8" 2D A2.0 6B A2.0 A4.0 6A A4.0 3A A4.1 2A 6A A4.1 MULTI-PURPOSE EXST VESTIBULE A100 RECEPTION A101 T.O. ENTRY 117' - 4" FIRST FLOOR 100' - 0" A T.O. (ADDITION) - NEW 116' - 8" 5B A2.0 A4.02A 4D A2.0 VESTIBULE A100 CORRIDOR A106 T.O. ENTRY 117' - 4" X12B 11'-2" A4.0 4A FIRST FLOOR 100' - 0" 12 T.O. (ADDITION) - NEW 116' - 8" 6B A2.0 1A A4.1 WORK ROOM A104 CONFERENCE A103 PRINCIPAL A102 A4.1 1A A4.0 1A FIRST FLOOR 100' - 0" A T.O. (ADDITION) - NEW 116' - 8" 5B A2.0 A4.1 4AA4.13A 4D A2.0 CONFERENCE A103RECEPTION A101 FIRST FLOOR 100' - 0" A T.O. (ADDITION) - NEW 116' - 8" 5B A2.0 4D A2.0 T.O. ENTRY 117' - 4" EXISTING BUILDING CJ-2CJ-2 RFL-1RFL-1 CJ-2 4D A5.0 CJ-2CJ-2 EIFS-1 EIFS-1 6C G0.1 ALUM = ALUMINUM FRP = FIBERGLASS HM = HOLLOW METAL STL = STEEL WD = WOOD LAMINATED FIRE RATED GLASS CLEAR GLAZING NOTES: 1. PROVIDE ABOVE LISTED GLAZING UNLESS NOTED OTHERWISE GLAZING LEGEND DOOR & FRAME MATERIAL LEGEND IGU-6 (EXTERIOR) FRGL-5 (EXTERIOR) FRGL-2 (INTERIOR) IGU-5 (EXTERIOR) GL-1 (INTERIOR) © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 2 4 P M A2.0 3315 EXTERIOR ELEVATIONS & BUILDING SECTIONS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 KEYNOTE LEGEND CJ-2 CONTROL JOINT - RAKE JOINT AND FILL WITH SEALANT CS-1 CAST STONE SILL EIFS-1 EXTERIOR INSULATION AND FINISH SYSTEM FB-1 FACE BRICK FB-2 FACE BRICK LTR-1 DIMENSIONAL LETTERING – 16" LTR-2 DIMENSIONAL LETTERING – 11" MJ-1 MASONRY MOVEMENT JOINT (EXPANSION) MJ-2 MASONRY MOVEMENT JOINT (CONTROL) PMC-1 PRE-MANUFACTURED METAL CANOPY RDS-1 PRE-FINISHED DOWNSPOUT - 4'X4' SQUARE RFL-1 STEEL LADDER (ROOF) Scale: 1/8" = 1'-0"A2.0 SOUTH ELEVATION4A Scale: 1/8" = 1'-0"A2.0 EAST ELEVATION2A Scale: 1/8" = 1'-0"A2.0 WEST ELEVATION6A Scale: 1/8" = 1'-0"A2.0 BUILDING SECTION5B Scale: 1/8" = 1'-0"A2.0 BUILDING SECTION2D Scale: 1/8" = 1'-0"A2.0 BUILDING SECTION4D Scale: 1/8" = 1'-0"A2.0 BUILDING SECTION6B Scale: 1/8" = 1'-0"A2.0 NORTH ELEVATION2B # DATE DESCRIPTION FIRST FLOOR 100' - 0" A5.1 6A BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE ASPHALT SHINGLE ROOF SYSTEM, SEE ROOF PLANS FOR TYPE T.O. ENTRY 117' - 4" EXISTING EXTERIOR WALL EIFS-1 RFS-2 FIRST FLOOR 100' - 0" A5.0 3D BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE 6" MIN. COMPACTED FREE DRAINING FILL VAPOR RETARDER CONCRETE SLAB ACOUSTICAL PANEL CEILING T.O. ENTRY 117' - 4" 4' - 0 " FB-1 RFS-3 FIRST FLOOR 100' - 0" A5.0 3A A5.0 4B BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE T.O. ENTRY 117' - 4" X12B A8.1 5D FB-1 RFS-3 PMC-1 FIRST FLOOR 100' - 0" A5.0 6B A5.0 6C A5.11B BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE X12E T.O. ENTRY 117' - 4" EIFS-1 17 ' - 4 " 17 ' - 4 " RFS-2 FIRST FLOOR 100' - 0" T.O. (ADDITION) - NEW 116' - 8" EIFS-1 A5.0 6A A5.06DX12E RFS-3 FIRST FLOOR 100' - 0" T.O. ENTRY 117' - 4" A5.0 3A X12B BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE 6" MIN. COMPACTED FREE DRAINING FILL VAPOR RETARDER CONCRETE SLAB ACOUSTICAL PANEL CEILING FB-1 RFS-3 © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 2 8 P M A4.0 3315 WALL SECTIONS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 KEYNOTE LEGEND EIFS-1 EXTERIOR INSULATION AND FINISH SYSTEM FB-1 FACE BRICK PMC-1 PRE-MANUFACTURED METAL CANOPY RFS-2 PRE-FINISHED ROOF-EDGE FASCIA RFS-3 PRE-FINISHED METAL COPING Scale: 1/2" = 1'-0"A4.0 3-HR WALL @ EXISTING6A Scale: 1/2" = 1'-0"A4.0 WALL @ CLERESTORY3A Scale: 1/2" = 1'-0"A4.0 ENTRANCE @ CANOPY5A Scale: 1/2" = 1'-0"A4.0 3-HR WALL @ VESTIBULE2A Scale: 1/2" = 1'-0"A4.0 3-HR WALL @ RECEPTION1A Scale: 1/2" = 1'-0"A4.0 BUILDING SECTION - 3 - Callout 14A # DATE DESCRIPTION FIRST FLOOR 100' - 0" A T.O. (ADDITION) - NEW 116' - 8" BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE X12B X10B FB-1 FB-1 CS-1 ACOUSTICAL PANEL CEILING GRADE T.O. ENTRY 117' - 4" 2' - 1 1 " 5 " A5.0 5A CONCRETE SLAB 6" MIN. COMPACTED FREE DRAINING FILL VAPOR RETARDER 2" PERIMETER INSULATION CONCRETE FOOTING AND FOUNDATION WALL A8.1 1A 1B A8.1 A5.13B 1B A5.2 A5.0 2B RFS-3 FIRST FLOOR 100' - 0" T.O. (ADDITION) - NEW 116' - 8" BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE ACOUSTICAL PANEL CEILING 6" MIN. COMPACTED FREE DRAINING FILL VAPOR RETARDER CONCRETE SLAB 2" PERIMETER INSULATION CONCRETE FOOTING AND FOUNDATION WALL GRADE T.O. ENTRY 117' - 4" A5.0 5A A5.1 3B RFS-3 FIRST FLOOR 100' - 0" T.O. (ADDITION) - NEW 116' - 8" BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE X12B FB-1 ACOUSTICAL PANEL CEILING 6" MIN. COMPACTED FREE DRAINING FILL VAPOR RETARDER CONCRETE SLAB 2" PERIMETER INSULATION CONCRETE FOOTING AND FOUNDATION WALL GRADE T.O. ENTRY 117' - 4" A5.0 5A A5.1 3B RFS-3 FIRST FLOOR 100' - 0" T.O. (ADDITION) - NEW 116' - 8" A5.0 5B BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE X12B FB-1 G12 ACOUSTICAL PANEL CEILING 4" CONCRETE SLAB T.O. ENTRY 117' - 4" A5.0 5A RFS-3 FIRST FLOOR 100' - 0" T.O. (ADDITION) - NEW 116' - 8" A5.0 2B BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE X10B X12B CS-1 FB-1 FB-2 ACOUSTICAL PANEL CEILING 6" MIN. COMPACTED FREE DRAINING FILL VAPOR RETARDER CONCRETE SLAB 2" PERIMETER INSULATION CONCRETE FOOTING AND FOUNDATION WALL GRADE A8.1 1A T.O. ENTRY 117' - 4" 2' - 1 1 " 5 " 6 ' - 0 " A5.0 5A 1B A8.1 A5.1 3B RFS-3 FIRST FLOOR 100' - 0" T.O. (ADDITION) - NEW 116' - 8" BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE X12B X10B FB-1 CS-1 ACOUSTICAL PANEL CEILING 6" MIN. COMPACTED FREE DRAINING FILL VAPOR RETARDER CONCRETE SLAB 2" PERIMETER INSULATION CONCRETE FOOTING AND FOUNDATION WALL GRADE 5" 2 ' - 1 1 " A5.0 5A A8.11A 1B A8.1 A5.1 3B A5.0 2B RFS-3 FIRST FLOOR 100' - 0" T.O. ENTRY 117' - 4" A5.1 4A A5.16C RFS-3 PAVING, SEE CIVIL DRAWINGS CONCRETE FOUNDATION, SEE STRUCTURAL DRAWINGS SFB-1t METAL COPING 8'- 0 " A5.2 3A © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 3 4 P M A4.1 3315 WALL SECTIONS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1/2" = 1'-0"A4.1 WINDOW @ CAST STONE LINTEL1A Scale: 1/2" = 1'-0"A4.1 TYP. EXTERIOR WALL @ CANOPY6A Scale: 1/2" = 1'-0"A4.1 TYP. EXTERIOR WALL5A Scale: 1/2" = 1'-0"A4.1 FIREWALL @ EXISTING 14A Scale: 1/2" = 1'-0"A4.1 WINDOW @ CANOPY w/ SIGN3A Scale: 1/2" = 1'-0"A4.1 WINDOW @ CANOPY2A KEYNOTE LEGEND CS-1 CAST STONE SILL FB-1 FACE BRICK FB-2 FACE BRICK RFS-3 PRE-FINISHED METAL COPING Scale: 1/2" = 1'-0"A4.1 FIREWALL @ EXISTING 23C Scale: 1/2" = 1'-0"A4.1 DUMPSTER ENCLOSURE WALL SECTION4C # DATE DESCRIPTION AL I G N VENT PIPE THRU ROOF - SEE PLUMBING / HVAC DWGS. BUILT UP ROOF SYSTEM - SEE ROOF PLAN ROOF DECK 4" MIN. SPLICING CEMENT CAP SHEET AND BACKER PLY CANTED BEAD OF CEMENT FLASHING, SET IN CEMENT, WRAP UP VENT PIPE TURN FLASHING DOWN INTO PIPE 1" MECH. EQUIPMENT - SEE HVAC DWGS. PREFINISHED METAL FLASHING & HOLD DOWN CLIPS w/ CONT. DRIP EDGE PREFABRICATED EQUIPMENT CURB RUN CAP SHEET & BACKER PLY UP AGAINST CURB - ADHERE TO CURB w/ MFR. REQUIRED ADHESIVE SECURE BUILT UP ROOF TO BLOCKING w/ CONT. FASTENING PLATE OR PER ROOF MFR. RECOMMENDATIONS - MECH. FASTEN @ 12" O.C. MAX. AS REQUIRED BY ROOF MFR SEAL EDGE w/ LAP EDGE SEALANT BUILT UP ROOF SYSTEM - SEE ROOF PLAN 2x WOOD BLOCKING FASTENED TO METAL DECK METAL DECK 2 4 2 2 6 6 CAP SHEET W/ BACKER PLY TO RUN OVER FASTENING PLATE & ONTO FIELD 4" MIN. - ADHERE W/ SPLICING CEMENT DRAIN STRAINER DRAIN CLAMPING RING RUN BUILT UP ROOF CONT. OVER SUMP COLLAR - ADHERE TO COLLAR w/ ROOF MFR. REQUIRED ADHESIVE BUILT UP ROOF SYSTEM - SEE ROOF PLAN ROOF DECK FASTENING PLATE ROOF DRAIN & SUMP COLLAR SEE STRUCTURAL DRAWINGS FOR REQUIRED DECK FRAMING @ PENETRATIONS 4" MIN RUN FLASHING CONT. OVER SUMP COLLAR, ROLL DOWN BOWL, SET IN FLASHING CEMENT RUN CAP SHEET & BACKER PLY CONT. OVER SUMP COLLAR 12 1/2 CONDITION @ SLOPED ROOF STRUCTURE CONDITION @ LEVEL ROOF STRUCTURE 12 1/2 VARIES VARIES TAPERED RIGID INSULATION ROOF SADDLE (MAINTAIN 1/2" PER FT. SLOPE FROM LEVEL SURFACE) RIGID INSULATION BASE PER ROOF SYSTEM (LEVEL ROOF DECK) TAPERED RIGID INSULATION ROOF SADDLE (MAINTAIN 1/2" PER FT. SLOPE FROM LEVEL SURFACE) RIGID INSULATION BASE PER ROOF SYSTEM (SLOPED W/ DECK - SEE STRUCT. DWGS. FOR SLOPE) VARIES VARIES RIGID INSULATION AT FLASHING AIR SPACE W/ DRAINAGE SYSTEM THRU-WALL MEMBRANE FLASHING W/ CONTINUOUS METAL DRIP EDGE TRANSITION MEMBRANE WEEP VENTS @ 24" O.C. TERMINATION BAR w/ CONTINUOUS SEALANT ON TOP FACEBRICK METAL FLASHING w/HEMMED EDGE SET IN SEALANT STEEL ANGLE 8 1/2" X12B SEE WALL TYPES ALUMINUM FRAME w/PERIMETER SUBFRAME AND GLAZING. SEE FRAME ELEVATIONS BACKER ROD & SEALANT (BOTH SIDES OF FRAME, ENTIRE PERIMETER 2X4 WOOD BLOCKING WINDOW SHADE - SEE RCP FOR LOCATIONS 1" EXISTING ROOF ASSEMBLY CAP SHEET WEEP VENTILATORS IN BRICK JOINTS @ 24" O.C. METAL COUNTER FLASHING w/ RECEIVER STAINLESS STEEL THRU- WALL FLASHING - RUN UP WALL MIN. 16" TYP. RIGID INSULATION 'SPRAY STOP' CONT. TERMINATION BAR w/ CONT. BEAD OF SEALANT AT TOP TRANSITION MEMBRANE 2x WOOD BLOCKING CUT TO FIT STEEL ANGLES & CHANNEL BRICK LEDGE EXTERIOR WALL - SEE PLANS FOR TYPE INSUALTION MEMBRANE SECURED TO WOOD BLOCKING @ 12" O.C. MIN. FILL MEMBRANE CAVITY w/ MINERIAL FIBER INSULATION REINFORCED BACKER PLY8" M I N 3" x 2" x 3/16" TUBE STEEL VERTICAL SUPPORTS SPACED 18" O.C. ANCHORED TO WALL w/ 3/8" DIA. ANCHOR BOLTS @ 4'-0" O.C. (FILL BLOCK CORES w/ CONC. @ ANCHORAGE LOCATIONS OR PROVIDE STRUCT. SUPPORT IN STUD WALLS) SECTION EIFS FINISH SEE WALL TYPE FOR WALL CONSTRUCTION PROVIDE BLOCKING AS REQUIRED TUBE STEEL VERTICAL SUPPORT STEEL ANGLE BRACKET BEYOND CONT. SEALANT w/ BACKER ROD (BOTH SIDES OF SUPPORT) 2'-0" 3'- 6 " 6 1/4" x 4" x 3/8" STEEL ANGLE BRACKETS WELDED TO TUBE STEEL SUPPORTS @ MAX. 8'-0" O.C. (MIN. 2 BRACKETS PER SUPPORT) (2) - 1 1/2" DIA. VERTICAL STEEL PIPE RAILS SPACED 18" O.C. - FIELD WELD TO SUPPORT BRACKETS WALKWAY PAVERS 6" RADIUS CORNERS TYP. 1 1/2" O.D. STEEL PIPE RAILING WELDED TO VERTICAL RAILS 1" SOLID, ROUND, ABRASIVE- COATED STEEL LADDER RUNG @ 3" O.C. (INSERT INTO PIPE RAILING & WELD) ROOF EDGE/PARAPET - SEE ROOFING DETAILS WALKWAY PAVERS IN T O V E R T . R A I L S & W E L D ST E E L L A D D E R R U N G @ 1 2 " O . C . I N S E R T 1" S O L I D , R O U N D , A B R A S I V E - C O A T E D TO B R A C K E T 2'- 0 " M A X PRIME & PAINT ALL METAL COMPONENTS PT-1 2'-0" 1'-6" 1' - 0 " T Y P . 8" 4 " 5 ' - 0 " M A X . 7" MIN. 4 7/8"ALUMINUM FRAME w/PERIMETER SUBFRAME AND GLAZING. SEE FRAME ELEVATIONS STEEL PLATE STEEL FRAMING 1'- 4 " RIGID INSULATION AT FLASHING AIR SPACE W/ DRAINAGE SYSTEM THRU-WALL MEMBRANE FLASHING W/ CONTINUOUS METAL DRIP EDGE TRANSITION MEMBRANE WEEP VENTS @ 24" O.C. TERMINATION BAR w/ CONTINUOUS SEALANT ON TOP FACEBRICK METAL FLASHING w/HEMMED EDGE SET IN SEALANT BACKER ROD & SEALANT (BOTH SIDES OF FRAME, ENTIRE PERIMETER 2X4 WOOD BLOCKING T.O. ENTRY 117' - 4" 8 1 / 2 " TRANSITION MEMBRANE BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE PRE-FINISHED PARAPET COPING (RFS-3) WEEP VENTILATORS IN HEAD JOINTS @ 24" O.C. 2X4 WOOD BLOCKING FASTENED W/ GALV.DECK SCREWS @ 24" O.C. W/ 3/4" PLYWOOD, FILL CAVITY W/ MINERAL WOOL INSULATION CANT STRIP @ VERTICAL TRANSITION TYPICAL 2X4 WOOD BLOCKING & 1/2" PLYWOOD ASSEMBLY, FILL CAVITY W/ RIGID INSULATION SPRAYED FOAM AIR BARRIER FACE BRICK CMU - SEE PLAN FOR WALL TYPE CAP SHEET & REINFORCED BACKER PLY, ADHERED TO WALL & ROOF ASSEMBLY PER MANUFACTURER 118' - 8" 8" M I N 2 3 / 4 " BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE T.O. ENTRY 117' - 4" FLUID-APPLIED MEMBRANE AIR BARRIER BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE 8" MIN RIGID INSULATION AT FLASHING METAL DECK METAL COUNTER FLASHING w/ RECEIVER STAINLESS STEEL THRU- WALL FLASHING - RUN UP WALL MIN. 16" TYP. CONT. TERMINATION BAR w/ CONT. BEAD OF SEALANT AT TOP TRANSITION MEMBRANE CONT. TERMINATION BAR w/ CONT. BEAD OF SEALANT AT TOP CAP SHEET & REINFORCED BACKER PLY, ADHERED TO WALL & ROOF ASSEMBLY PER MANUFACTURER CMU, SEE WALL TYPES SEE PLANS AIR SPACE W/ DRAINAGE MATERIAL WEEP VENTS IN HEAD JOINTS @ 24" O.C. PRE-FINISHED PARAPET COPING 2X4 WOOD BLOCKING FASTENED W/ GALV.DECK SCREWS @ 24" O.C. W/ 3/4" PLYWOOD, FILL CAVITY W/ MINERAL WOOL INSULATION WEEP VENTS IN HEAD JOINTS @ 24" O.C. 118' - 8" 2'-1 1/2" 4" 8" RIGID INSULATION IN 2x4 WOOD FRAMING @ 16" O.C. WITH 1/2" PLYWOOD 4" CMU STEEL CHANNEL T.O. (ADDITION) - NEW 116' - 8" SHEET-APPLIED AIR BARRIER W/ DRAINAGE SYSTEM BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE PRE-FINISHED PARAPET COPING 2x4 WOOD BLOCKING CANT STRIP @ VERTICAL TRANSITION TYPICAL 2X4 WOOD BLOCKING AND 1/2" PLYWOOD ASSEMBLY, FILL CAVITY W/ RIGID INSULATION METAL DECK 1'-9" X12E 8 1 / 2 " 8" M I N 7 1 / 8 " T.O. ENTRY 117' - 4" 8 1 / 2 " 1/2" PLYWOOD SHEET-APPLIED AIR BARRIER W/ DRAINAGE SYSTEM 2X4 BLOCKING ROOF-EDGE FASCIA (RFS-2) BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE TRANSITION MEMBRANE RIGID INSULATION IN 2x4 WOOD FRAMING @ 16" O.C. WITH 1/2" PLYWOOD 1/8" / 12" BUILT UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE CANT STRIP @ VERTICAL TRANSITION TYPICAL X12E EIFS SYSTEM RIGID INSULATION IN 2x4 WOOD FRAMING @ 16" O.C. WITH 3/4" PLYWOOD 8" M I N . FLASHING MEMBRANE, ADHERED TO WALL & ROOF ASSEMBLY PER MANUFACTURER METAL COUNTER FLASHING w/ RECEIVER STAINLESS STEEL THRU- WALL FLASHING - RUN UP WALL MIN. 16" TYP. RIGID INSULATION CONT. TERMINATION BAR w/ CONT. BEAD OF SEALANT AT TOP TRANSITION MEMBRANE CONT. TERMINATION BAR w/ CONT. BEAD OF SEALANT AT TOP CAP SHEET & REINFORCED BACKER PLY, ADHERED TO WALL & ROOF ASSEMBLY PER MANUFACTURER EXISTING ROOF STRUCTURE EIFS SYSTEM RIGID INSULATION IN 2x4 WOOD FRAMING @ 16" O.C. WITH 3/4" PLYWOOD 8" M I N BUILT UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE METAL COUNTER FLASHING w/ RECEIVER STAINLESS STEEL THRU- WALL FLASHING - RUN UP WALL MIN. 16" TYP. RIGID INSULATION TRANSITION MEMBRANE CONT. TERMINATION BAR w/ CONT. BEAD OF SEALANT AT TOP CAP SHEET & REINFORCED BACKER PLY, ADHERED TO WALL & ROOF ASSEMBLY PER MANUFACTURER T.O. (ADDITION) - NEW 116' - 8" TRANSITION MEMBRANE BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE PRE-FINISHED PARAPET COPING (RFS-3) WEEP VENTILATORS IN HEAD JOINTS @ 24" O.C. MASONRY REINFORCING (ALTERNATE COURSING) 2X4 WOOD BLOCKING FASTENED W/ GALV.DECK SCREWS @ 24" O.C. W/ 3/4" PLYWOOD, FILL CAVITY W/ MINERAL WOOL INSULATION CANT STRIP @ VERTICAL TRANSITION TYPICAL 2x4 WOOD BLOCKING @ 16" O.C. & 1/2" PLYWOOD ASSEMBLY, FILL CAVITY W/ RIGID INSULATION SPRAYED FOAM AIR BARRIER FACE BRICK CMU - SEE PLAN FOR WALL TYPE 2'-1 1/2" 4" 8" CAP SHEET & REINFORCED BACKER PLY, ADHERED TO WALL & ROOF ASSEMBLY PER MANUFACTURER 3/4" COMPRESSIBLE FILLER RETURN FACE BRICK TO FACE OF CMU BACKER ROD AND SEALANT SPRAYED FOAM AIR BARRIER FACE BRICK CMU - SEE PLAN FOR WALL TYPE FLUID-APPLIED MEMBRANE AIR BARRIER © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 3 9 P M A5.0 3315 EXTERIOR DETAILS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1 1/2" = 1'-0"A5.0 VENT PIPE FLASHING1E Scale: 1 1/2" = 1'-0"A5.0 MECH. CURB FLASHING1B Scale: 1 1/2" = 1'-0"A5.0 TYPICAL ROOF DRAIN1C Scale: 3/4" = 1'-0"A5.0 TYP. ROOF SADDLE1D Scale: 1 1/2" = 1'-0"A5.0 OVERHANG @ SF HEAD2B Scale: 1 1/2" = 1'-0"A5.0 MASONRY @ EXISTING ROOF5B Scale: 1/2" = 1'-0"A5.0 ROOF LADDER (RFL-1)1A Scale: 1 1/2" = 1'-0"A5.0 CANOPY ROOF @ ENTRANCE4B Scale: 1 1/2" = 1'-0"A5.0 ROOF OVERHANG @ CLERESTORY3A Scale: 1 1/2" = 1'-0"A5.0 MASONRY @ ROOF3D Scale: 1 1/2" = 1'-0"A5.0 EIFS @ PARAPET6A Scale: 1 1/2" = 1'-0"A5.0 EIFS @ ROOF EDGE6B Scale: 1 1/2" = 1'-0"A5.0 EIFS @ EIXISTING ROOF6D Scale: 1 1/2" = 1'-0"A5.0 EIFS @ EXISTING ROOF6C Scale: 1 1/2" = 1'-0"A5.0 MASONRY @ PARAPET5A Scale: 1 1/2" = 1'-0"A5.0 PLAN @ BRICK TO EIFS4D # DATE DESCRIPTION EXPANSION JOINT (BEJ-1) G12 X12B 1" EXISTING MASONRY WALL 2 1 / 8 " SPRAYED FOAM AIR BARRIER CMU - SEE PLAN FOR WALL TYPE 8" M I N 5/8" CONCRETE BACKER BOARD BOX ASSEMBLY W/ 4" DEEP METAL STUD FRAMING, FILL CAVITY FULL WITH MINERAL WOOL INSULATION CONT. TERMINATION BAR w/ CONT. BEAD OF SEALANT AT TOP CONTINUOUS METAL FLASHING, SET IN SEALANT, EXTEND UNDER ASPHALT SHINGLE ROOF PER MFR REQUIREMENTS. 8 1 / 2 " EXISTING ASPHALT ROOF TRANSITION MEMBRANE 2x8 FIRE RETARDANT BLOCKING ROOF-EDGE FASCIA FLUID-APPLIED MEMBRANE WEATHER RESISTIVE BARRIER BUILT-UP ROOF SYSTEM, SEE ROOF PLANS FOR TYPE ASPHALT SHINGLE ROOF SYSTEM, SEE ROOF PLANS FOR TYPE T.O. ENTRY 117' - 4" METAL DECK TAPERED RIGID INSULATION ICE AND WATER SHIELD CONT. TERMINATION BAR w/ CONT. BEAD OF SEALANT AT TOP METAL COUNTER FLASHING w/ RECEIVER STAINLESS STEEL THRU- WALL FLASHING - RUN UP WALL MIN. 16" TYP. 2x4 FIRE RETARDANT BLOCKING 5/8" EXTERIOR SHEATHING ON 3 5/8" METAL STUD @ 16" O.C. FASTENED TO STEEL ANGLE. FILL CAVITY w/ MINERAL WOOL INSULATION FIRST FLOOR 100' - 0" CONCRETE FLOOR SLAB CONTINUOUS 1/4" COMPRESSIBLE FILLER BETWEEN SLAB & EXISTING CONSTRUCTION VAPOR RETARDER CMU FOUNDATION WALL 6" MIN COMPACTED FREE DRAINING FILL SEE DOOR SCHEDULE FOR DOOR TYPE FIRST FLOOR 100' - 0" THRU-WALL MEMBRANE FLASHING W/ CONT. METAL DRIP EDGE CONTINUOUS TERMINATION BAR (WITH SEALANT) 3" RIGID INSULATION AT FLASHING TRANSITION MEMBRANE 2 x 4 TREATED WOOD BLOCKING CONCRETE SLAB CONTINUOUS 1/4" COMPRESSIBLE FILLER BETWEEN SLAB & EXISTING CONSTRUCTION VAPOR RETARDER CONCRETE FOUNDATION WALL 6" MIN COMPACTED FREE DRAINING FILL GROUT CAVITY SOLID SPRAYED FOAM AIR BARRIER CMU - SEE PLANS FOR WALL TYPE 6" CMU COURSE GROUTED SOLID 5" RIGID INSULATION ALIGN D4 EXISTING EXTERIOR WALL EXISTING WINDOW G8 G12G12 EJ-2 2" BULLNOSE CORNER EXISTING MASONRY WALL 5" MASONRY PIER X12E SEE WALL TYPES C4ni PREFINISHED METAL TRIM, BACKER ROD & SEALANT CMU - SEE PLANS FOR WALL TYPE FLUID-APPLIED AIR BARRIER W/ DRAINAGE SYSTEM COPING & ROOF ASSEMBLY BELOW RIGID INSULATION EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 2x4 WOOD BLOCKING TRANSITION MEMBRANE FIRST FLOOR 100' - 0" VAPOR RETARDER TURN-UP WALL 3" & TAPE 6" MIN COMPACTED FREE DRAINING FILL RIGID INSUL. THERMAL BREAK CONCRETE FOUNDATION WALL CONCRETE FLOOR SLAB CONTINUOUS 1/4" COMPRESSIBLE FILLER BETWEEN SLAB & WALL MORTAR WASH THRU-WALL MEMBRANE FLASHING W/ STAINLESS STEEL CONT. DRIP EDGE CMU - SEE PLAN FOR WALL TYPE AIR SPACE W/ DRAINAGE MATERIAL SPRAYED FOAM AIR BARRIER FACE BRICK MASONRY REINFORCING (ALTERNATE COURSES) WEEP VENTS IN HEAD JOINTS @ 24" O.C. 6" CMU COURSE GROUTED SOLID GRADE FREE DRAINING BACKFILL 2" RIGID PERIMETER INSULATION TERMINATION BAR w/ CONTINUOUS SEALANT ON TOP RIGID INSULATION 'SPRAY STOP' OVER THRU-WALL FLASHING MEMBRANE SEE WALL TYPE T.O. (ADDITION) - NEW 116' - 8" T.O. ENTRY 117' - 4" 1" 5/8" CONCRETE BACKER BOARD BOX ASSEMBLY W/ 6" DEEP METAL STUD FRAMING, FILL CAVITY FULL WITH MINERAL WOOL INSULATION CONTINUOUS METAL FLASHING, SET IN SEALANT, EXTEND UNDER ASPHALT SHINGLE ROOF PER MFR REQUIREMENTS. ASPHALT SHINGLE ROOF SYSTEM, SEE ROOF PLANS FOR TYPE 3/4" PLYWOOD SHEATHING 5/8" GLASS-MAT GYPSUM SHEATHING BOX ASSEMBLY W/ 4" DEEP METAL STUD FRAMING, FILL CAVITY FULL WITH MINERAL WOOL INSULATION CONT. TERMINATION BAR w/ CONT. BEAD OF SEALANT AT TOP TRANSITION MEMBRANE METAL COUNTER FLASHING w/ RECEIVER STAINLESS STEEL THRU- WALL FLASHING - RUN UP WALL MIN. 16" TYP. CONT. TERMINATION BAR w/ CONT. BEAD OF SEALANT AT TOP RIGID INSULATION 'SPRAY STOP' PRE-FINISHED PARAPET COPING 2X4 WOOD BLOCKING FASTENED W/ GALV.DECK SCREWS @ 24" O.C. W/ 3/4" PLYWOOD, FILL CAVITY W/ MINERAL WOOL INSULATION TRANSITION MEMBRANE WEEP VENTILATORS IN HEAD JOINTS @ 24" O.C. SPRAYED FOAM AIR BARRIER FACE BRICK CMU - SEE PLAN FOR WALL TYPE WEEP VENTS IN HEAD JOINTS @ 24" O.C. 8 1 / 2 " 8 1 / 2 " 118' - 8" EXISTING ASPHALT SHINGLE ROOF © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 4 4 P M A5.1 3315 EXTERIOR DETAILS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1 1/2" = 1'-0"A5.1 MASONRY @ EXISTING PIER1A Scale: 1 1/2" = 1'-0"A5.1 FIRE-WALL @ EIFS OVER EXISTING ASPHALT SLOPED ROOF6A Scale: 1 1/2" = 1'-0"A5.1 FIREWALL @ EXISTING ENTRANCE1B Scale: 1 1/2" = 1'-0"A5.1 FIREWALL EXTENSION FOUNDATION4A Scale: 1 1/2" = 1'-0"A5.1 NEW WALL @ EXISTING WINDOW1C Scale: 1 1/2" = 1'-0"A5.1 FIREWALL @ NEW MASONRY WALL1D Scale: 1 1/2" = 1'-0"A5.1 MATERIAL TRANSITION @ CLERESTORY CORNER3A Scale: 1 1/2" = 1'-0"A5.1 MASONRY @ FOUNDATION3B Scale: 1 1/2" = 1'-0"A5.1 FIRE-WALL @ BRICK OVER EXISTING ASPHALT SLOPED ROOF6C # DATE DESCRIPTION KEYNOTE LEGEND EJ-2 EXPANSION COVER (WALL) CHAIN LINK GATE WITH PRIVACY SLATS GATE HINGE GATE POST MASONRY PIER GA-1 4'- 0 " 4 ' - 0 " 6" DIA. STEEL PIPE CONCRETE FILLED ROUNDED CONCRETE CAP 1'- 6 " 3" PAVING - SEE SITE DWGS. 2'-0" DIA. CONCRETE ENCASEMENT EDGE OF OPENING 6" DIA. STEEL PIPE CONCRETE FILLED PLASTIC BOLLARD COVER 7"4" WOOD BLOCKING PREFINISHED METAL COPING (RFS-3) 8" SPLIT FACE BOND BEAM FB-1FACE BRICK FACE BRICK FB-2 MJ-1 X12B X12B AL I G N A4 SPRAYED FOAM AIR BARRIER MASONRY PIER 2" X12B X10B FACE BRICK MJ-1 4" SEE PLAN PREFINISHED ALUM. OVERFLOW SCUPPER UNIT STAINLESS STEEL GRAVEL STOP SCREEN FLASHING MEMBRANE - ADHERE OVER SCUPPER FLANGE & ONTO ROOF MEMBRANE AS REQUIRED 3/4" PLYWOOD MEMBRANE ROOF SYSTEM - SEE ROOF PLAN - RUN MEMBRANE UNDER SCUPPER & OVER EDGE OF WOOD BLOCKING 2 X WOOD BLOCKING, FASTEN W/ GALV. DECK SCREWS @ 24" O.C. (STAGGER FASTENERS) 2" 8 1 / 2 " 4" 1 1 / 2 " 1 0" WI DE OPENI NG2'-0" WI DE SCUPPER UNIT A A LEVEL SCUPPER APRON STAINLESS STEEL GRAVEL STOP SCREEN LAP & SEAL FLASHING MEMBRANE AROUND SCUPPER PER ROOF MFR. REQUIREMENTS PREFINISHED ALUM SCUPPER UNIT - SEAL ALL JOINTS. SEAMS & CORNERS CONT. PREFINISHED METAL GRAVEL STOP/ ROOF EDGE SECTION A © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 4 7 P M A5.2 3315 EXTERIOR DETAILS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1 1/2" = 1'-0"A5.2 DUMPSTER ENCLOSURE - GATE HINGE1A Scale: 3/8" = 1'-0"A5.2 GUARD POST2A Scale: 1 1/2" = 1'-0"A5.2 DUMPSTER ENCLOSURE T.O.W.3A KEYNOTE LEGEND FB-1 FACE BRICK FB-2 FACE BRICK GA-1 CHAIN LINK GATE WITH PRIVACY SLATS MJ-1 MASONRY MOVEMENT JOINT (EXPANSION) Scale: 1 1/2" = 1'-0"A5.2 INSIDE CORNER CONDITION1B Scale: 1 1/2" = 1'-0"A5.2 MASONRY OFFSET2B Scale: 1 1/2" = 1'-0"A5.2 TYPICAL OVERFLOW SCUPPER1C # DATE DESCRIPTION AL I G N ALIGN ALIGNALIGN 222 34 2427 7' - 0 " 502 84 2436 1B A7.1 6A A7.1 312 24 1527 2' - 0 " 2 ' - 2 " 2 ' - 1 0 " 3A A7.1 WB-1 222 34 2427 312 24 1527 2" FILLER 2" FILLER 2 A TOILET A105 TA-12 TA-6 TA-1 5'- 6 " 8'-2" 1'-8" 1'-6"TA-9 TA-4 1'-5"C4niC4 C4ni A4 G12 A4 1'- 0 " A1 0 5 FE-1 TOILET B102A A7.0 B1 0 2 A TA-1 TA-4 TA-6 TA-12 TA-9 3E 2'-5" 1' - 6 " C4niG6 G6 A4 C4ni 1'-0" ALIGN 4" A7.0 5B2B A7.0 4A A7.0 3A RECEPTION A101 7'-8" 3'-6" 8'- 7 " 6 ' - 2 " 4 ' - 5 " 3 ' - 0 " 4' - 6 " 1 ' - 0 " 6 ' - 2 " 1 ' - 0 " 4 ' - 4 " 2 ' - 1 " 1'-0" 5'-9" 2'-1" GROM-1 GROM-1 4C A7.1 1C A7.1 2C A7.1 A7.0 5A A7.0 6A 3'-6" A7.0 6A OPP A7.0 5A OPP 4B A7.0 6B 1' - 0 " A7.11E A7.12E A7.1 3E A7.14E 222 30 2436 222 30 2436 222 30 2436 L 224 30 2436 2B A7.1 1B A7.1 222 30 2436 3'- 6 " 2'- 6 " PLAM-2 WB-1 4'-1" 2'-2" FILLER EQ EQCBR-1 WDWT-1WDWT-1 L 230 30 2821 WB-1WB-1 TS-1 TS-1 WB-1 WB-1 PLAM-1 PLAM-1 SSF-2 SSF-2SSF-2 SSF-2 PLAM-2PLAM-2 3'-0" 4'-5" 8'-7" 3'- 6 " 3'- 6 " 1' - 0 " 4C A7.1 2C A7.1 3E A7.1 4E A7.1 1C A7.1 1C A7.1 3E A7.1 EQ EQ 2'-4" CBR-3 CBR-3 SSF-2 PLAM-1 PLAM-1 3'- 6 " 2'- 6 " 7'-8"3'-6" WB-1 1C A7.1 2E A7.1 4C A7.1 4E A7.1 1E A7.1 PLAM-1 PLAM-2 PLAM-1 PLAM-1 SSF-2 SSF-2 8'-7" 3'- 6 " 3'- 6 " WB-1 WB-1 4C A7.1 2C A7.1 2'- 6 " 1E A7.12E A7.1 4E A7.12E A7.1 1C A7.1 1C A7.1 2E A7.1 4'-5" 3'-0" EQ EQ RVT-1 222 34 2436 222 34 2436 222 34 2439 222 34 2436 222 34 2436 1B A7.1 PLAM-2 WB-12'- 1 0 " PLAM-1 EQ FILLER EQ FILLER 222 34 1530 222 34 1530 100 34 1539 1B A7.1 (48) MAILBOXES 5A A7.1 PLAM-2 2' - 1 0 " 3 ' - 2 " 2" FILLER L 211 34 2421 151 34 2424 2'- 6 " 1 ' - 1 0 " 2 ' - 1 0 " L 301 30 1521 L 301 18 1524 1' - 0 " 3'-0" 6A A7.1 1B A7.1 1A A7.1 PLAM-2 WB-1 AL I G N B102A B102 TA-9 TA-4 FRIDGE OFOI GENERAL MILLWORK NOTES: 1. PROVIDE FIRE TREATED WOOD BLOCKING AT WALLS FOR SUPPORT OF WORK SURFACES, WALL CABINETS, BASE CABINETS, MOUNTING CLEATS AND ALL OTHER MILLWORK REQUIRING BLOCKING. 2. ALL BASE CABINETS ARE 24" DEEP (NOM) UNLESS NOTED OTHERWISE. 3. ALL WALL CABINETS ARE 15" DEEP (NOM) UNLESS NOTED OTHERWISE. 4. ALL BACKSPLASHES & SIDESPLASHES ARE 4" HIGH. UNLESS NOTED OTHERWISE. 5. ALL TOE SPACES TO BE 4" HIGH & 3" DEEP UNLESS NOTED OTHERWISE. 6. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION OF MILLWORK. 7. ALL CABINET ENDS & ALL EXPOSED SURFACES TO BE FINISHED WITH PLASTIC LAMINATE. 8. SCHEDULED BASE TO BE APPLIED TO ALL EXPOSED AREAS OF MILLWORK. 9. ALL 6 SURFACES OF SHELVES TO BE FINISHED. 10. ALL WORK SURFACES THAT MEET A WALL SHALL BE ATTACHED WITH 1"x2" WOODEN CLEATS ATTACHED TO WALL BLOCKING UNLESS OTHERWISE NOTED. 11. ALL BASE CABINETS & WALL CABINETS SHALL RECEIVE A 2" FILLER WHEN MEETING WALLS UNLESS OTHERWISE NOTED. 12. ALL WALL AND BASE CABINET CORNER CONDITIONS WILL RECEIVE A FILLER UNLESS OTHERWISE NOTED. 13. ALL WALL CABINET CORNER CONDITIONS REQUIRE UNDER CABINET AND TOP OF CABINET FILLERS. 14. ALL COUNTERTOP EDGES SHALL BE SELF EDGED CONDITIONS UNLESS OTHERWISE NOTED. GENERAL MILLWORK NOTES 100 36 L 24 S 42 LOCKABLE ADDITIONAL SHELF CABINET DEPTH AWI DESIGNATION CABINET WIDTH COUNTERTOP HEIGHT MILLWORK TAG LEGEND WB-1 SSF-2 PLAM-1 3'- 6 " 3E A7.1 2E A7.1 3'-6" WB-1 3'-6" PLAM-2 3'- 6 "PLAM-1 SSF-2 TS-1 7' - 0 " L 401 84 1824 B102A 2" FILLER 4A A7.1 211 30 2421 1B A7.1 L 230 30 2421 2A A7.1 PLAM-22'-2" FILLER 4'-7" EQ EQ CBR-1 WDWT-1 1C A7.1PLAM-2 PLAM-1 SSF-2 TS-1 WB-1 7'-8" 2'- 6 " 3'- 6 " 4C A7.1 4E A7.1 EQ 4'-0" CBR-3CBR-3 © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 5 5 P M A7.0 3315 INTERIOR & CASEWORK ELEVATIONS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 KEYNOTE LEGEND CBR-1 COUNTERTOP BRACKET (STANDARD) CBR-3 COUNTERTOP BRACKET (CONCEALED MOUNT) FE-1 FIRE EXTINGUISHER AND SEMI-RECESSED CABINET GROM-1 GROMMET PLAM-1 PLASTIC LAMINATE - SEE INTERIOR FINISH LEGEND PLAM-2 PLASTIC LAMINATE - SEE INTERIOR FINISH LEGEND RVT-1 MILLWORK REVEAL TRIM SSF-2 SOLID SURFACE - SEE INTERIOR FINISH LEGEND TA-1 TOILET TISSUE DISPENSER - FURNISHED AND INSTALLED BY OWNER TA-4 SOAP DISPENSER - FURNISHED AND INSTALLED BY OWNER TA-6 GRAB BAR SET (42", 36" AND 18") TA-9 PAPER TOWEL DISPENSER - FURNISHED AND INSTALLED BY OWNER TA-12 MIRROR UNIT (24" X 36") TS-1 TACKABLE SURFACE - SEE INTERIOR FINISH LEGEND WB-1 WALL BASE - SEE INTERIOR FINISH LEGEND WDWT-1 WINDOW TREATMENT (MANUAL ROLLER SHADE) Scale: 1/4" = 1'-0"A7.0 WORK - A1043D Scale: 1/4" = 1'-0"A7.0 TOILET - A1052D Scale: 1/4" = 1'-0"A7.0 TOILET - B102A2E Scale: 1/4" = 1'-0"A7.0 RECEPTION - A1011A Scale: 1/4" = 1'-0"A7.0 RECEPTION - A1015B Scale: 1/4" = 1'-0"A7.0 RECEPTION - A1012B Scale: 1/4" = 1'-0"A7.0 RECEPTION - A1014A Scale: 1/4" = 1'-0"A7.0 RECEPTION - A1013A Scale: 1/4" = 1'-0"A7.0 CONFERENCE - A1034E Scale: 1/4" = 1'-0"A7.0 WORK - A1044D Scale: 1/4" = 1'-0"A7.0 HEALTH - B1026D Scale: 1/4" = 1'-0"A7.0 RECEPTION - A1015A Scale: 1/4" = 1'-0"A7.0 RECEPTION - A1016A Scale: 1/4" = 1'-0"A7.0 TOILET - B102A3E Scale: 1/4" = 1'-0"A7.0 RECEPTION - A1014B Scale: 1/4" = 1'-0"A7.0 RECEPTION - A1016B # DATE DESCRIPTION 1 2/27/23 PS #2 4" SE E I N T E R I O R E L E V A T I O N 1" BACKSPLASH WHERE SHOWN ON ELEVATIONS COUNTERTOP ON SOLID SUBTOP - SEE INTERIOR ELEVATIONS FOR TYPE WALL BASE, SEE FINISH PLANS SHELF POST HOLES CABINET PULL (DP-1) PLASTIC LAMINATE ADJUSTABLE SHELF CABINET PULL (DP-1) SEE PLAN FOR WALL TYPE 4" PLASTIC LAMINATE ON SUBSTRATE, SEE ELEVATION FOR FINISH TYPE, TYP CABINET SUB - BASE 6" 2' - 1" UNO DRAWER DOOR PVC EDGE BAND 4" SE E I N T E R I O R E L E V A T I O N 1" BACKSPLASH WHERE SHOWN ON ELEVATIONS COUNTERTOP ON SOLID SUBTOP - SEE INTERIOR ELEVATIONS FOR TYPE CABINET SUB - BASE WALL BASE, SEE FINISH PLANS CABINET PULL (DP-1) PLASTIC LAMINATE ON SUBSTRATE, SEE ELEVATION FOR FINISH TYPE, TYP SEE PLAN FOR WALL TYPE 4" EQ E Q 2' - 1" UNO DRAWER, TYP. PVC EDGE BAND 1' - 4" COUNTERTOP ON SOLID SUBTOP, SEE INTERIOR ELEVATIONS FOR TYPE SEE PLAN FOR WALL TYPE 2" PLASTIC LAMINATE ADJUSTABLE SHELF PLASTIC LAMINATE ON SUBSTRATE FRONT FACE BEYOND SE E I N T E R I O R E L E V A T I O N S E E I N T E R I O R E L E V A T I O N UNO 1' - 0" 4" WALL BASE, SEE FINISH PLANS SHELF POST HOLES PLASTIC LAMINATE ON SUBSTRATE PLASTIC LAMINATE ADJUSTABLE SHELF PLASTIC LAMINATE ON SUBSTRATE, SEE INTERIOR ELEVATIONS FOR FINISH TYPE CABINET SUB - BASE SHELF POST HOLES 1" PVC EDGE BAND SEE PLAN FOR WALL TYPE SE E I N T E R I O R E L E V A T I O N PLASTIC LAMINATE ON SUBSTRATE SHELF POST HOLES CABINET PULL (DP-1) PLASTIC LAMINATE ON SUBSTRATE PLASTIC LAMINATE ADJUSTABLE SHELF - OMIT WHEN CABINET HEIGHT IS LESS THAN 2'-0" UNO 1' - 0" PLASTIC LAMINATE ON SUBSTRATE PLASTIC LAMINATE ON SUBSTRATE FIXED PANEL 4" 6" SE E I N T E R I O R E L E V A T I O N 1" COUNTERTOP ON SOLID SUBTOP - SEE INTERIOR ELEVATIONS FOR TYPE WALL BASE, SEE FINISH PLANS CABINET PULL (DP-1) SEE PLAN FOR WALL TYPE SINK AND FAUCET - SEE PLUMBING DRAWINGS BACKSPLASH WHERE SHOWN ON ELEVATIONS 4" PLASTIC LAMINATE ON SUBSTRATE, SEE ELEVATION FOR FINISH TYPE, TYP CABINET SUB - BASE 2' - 1" UNO DOOR PVC EDGE BAND 4" SE E I N T E R I O R E L E V A T I O N 1" 4" *SEE ELEVATION FOR DRAWER QUANTITY 2' - 1" UNO VA R I E S 6 " 6 " SEE PLAN FOR WALL TYPE COUNTERTOP ON SOLID SUBTOP - SEE INTERIOR ELEVATIONS FOR TYPE WALL BASE, SEE FINISH PLANS CABINET PULL (DP-1) BACKSPLASH WHERE SHOWN ON ELEVATIONS PLASTIC LAMINATE ON SUBSTRATE, SEE ELEVATION FOR FINISH TYPE, TYP CABINET SUB - BASE DRAWER, TYP. PVC EDGE BAND 4" 2' - 0" U.N.O. SE E I N T E R I O R E L E V A T I O N PROVIDE CENTERED STATIONARY VERTICAL SUPPORT WHEN CABINET IS 3'-0" OR MORE WIDE PLASTIC LAMINATE ON SUBSTRATE PLASTIC LAMINATE ON SUBSTRATE WALL BASE, SEE FINISH PLANS CABINET PULL (DP-1) SEE PLAN FOR WALL TYPE PLASTIC LAMINATE FIXED SHELF WARDROBE ROD 5' - 6 " 2" PLASTIC LAMINATE ON SUBSTRATE, SEE ELEVATION FOR FINISH TYPE, TYP CABINET SUB - BASE 4" SEE PLAN FOR WALL TYPE PROVIDE CENTERED STATIONARY VERTICAL SUPPORT WHEN CABINET IS 3'-0" OR MORE WIDE WALL BASE, SEE FINISH PLANS CABINET SUB - BASE PLASTIC LAMINATE ON SUBSTRATE PLASTIC LAMINATE ON SUBSTRATE, SEE ELEVATION FOR FINISH TYPE, TYP PLASTIC LAMINATE ON SUBSTRATE, SEE ELEVATIONS FOR FINISH TYPE CABINET PULL (DP-1) 2'-1" U.N.O. PLASTIC LAMINATE FIXED SHELF 2'-1" PLASTIC LAMINATE COUNTERTOP ON SOLID SUBTOP CONCEALED SUPPORT BRACKET (CBR-3) . PROVIDE WOOD BLOCKING NESTED IN METAL STUDS AT ALL CONCEALED BRACKET LOCATIONS. PLASTIC LAMINATE ON SUBSTRATE SOLID SURFACE TRANSACTION COUNTER OVER 1/2" PLYWOOD 6" DIE-WALL PLASTIC LAMINATE ON SUBSTRATE OVER 3/4" PLYWOOD WALL BASE, SEE FINISH PLAN TACKABLE SURFACE, SEE ELEVATION FOR FINISH TYPE RETURN SOLID SURFACE TO FACE OF PLAM 6" 2 ' - 8 " 4 " 3' - 6 " 2' - 6 " 2 3/4" 1'-0" 1 1 / 2 " 1" 3 1/4" DIE-WALL PVC EDGE BAND PLASTIC LAMINATE COUNTERTOP ON SOLID SUBTOP PLASTIC LAMINATE ON SUBSTRATE SOLID SURFACE TRANSACTION COUNTER OVER 1/2" PLYWOOD 6" DIE-WALL PLASTIC LAMINATE ON SUBSTRATE OVER 3/4" PLYWOOD WALL BASE, SEE FINISH PLAN TACKABLE SURFACE, SEE ELEVATION FOR FINISH TYPE RETURN SOLID SURFACE TO FACE OF PLAM 6" 2 ' - 8 " 4 " 3' - 6 " 1'-0" 2 3/4" 1" 1 1 / 2 " 2'-5" 2' - 6 " SEE INTERIOR ELEVATIONS FOR CASEWORK TYPE AND LOCATION 3 1/4" DIE-WALL PVC EDGE BAND 2' - 6 " 3'-2" 1 1 / 2 " 4" 1" PLASTIC LAMINATE COUNTERTOP ON SOLID SUBTOP CONCEALED SUPPORT BRACKET (CBR-3) . PROVIDE WOOD BLOCKING NESTED IN METAL STUDS AT ALL CONCEALED BRACKET LOCATIONS. PLASTIC LAMINATE ON SUBSTRATE 6" DIE-WALL PLASTIC LAMINATE ON SUBSTRATE OVER 1/2" PLYWOOD WALL BASE, SEE FINISH PLAN PVC EDGE BAND 2" 1 " 6" 2 3 / 4 " PLASTIC LAMINATE ON SUBSTRATE 6" DIE-WALL PLASTIC LAMINATE ON SUBSTRATE OVER 3/4" PLYWOOD RETURN SOLID SURFACE TO FACE OF PLAM (BOTH SIDES) 3 1/4" DIE-WALLSOLID SURFACE ON 1/2" SUBSTRATE COUNTER ABOVE COUNTER ABOVE PLASTIC LAMINATE ON SUBSTRATE OVER 1/2" PLYWOOD PLASTIC LAMINATE ON SUBSTRATE 6" DIE-WALL PLASTIC LAMINATE ON SUBSTRATE OVER 3/4" PLYWOOD COUNTER ABOVE COUNTER ABOVE TACKABLE SURFACE, SEE ELEVATION FOR FINISH TYPE 1" 1 1 / 2 " 1'-0" 6" 2 3/4" PLASTIC LAMINATE ON SUBSTRATE 6" DIE-WALL RETURN SOLID SURFACE TO FACE OF PLAM 3 1/4" DIE-WALL SOLID SURFACE ON 1/2" SUBSTRATE COUNTER ABOVE COUNTER ABOVE PLASTIC LAMINATE ON SUBSTRATE OVER 3/4" PLYWOOD 1" 1 1/2" 1'- 0 " 6" 2 3 / 4 " PLASTIC LAMINATE ON SUBSTRATE 6" DIE-WALL RETURN SOLID SURFACE TO FACE OF PLAM 3 1/4" DIE-WALL SOLID SURFACE ON 1/2" SUBSTRATE COUNTER ABOVE COUNTER BELOW PLASTIC LAMINATE ON SUBSTRATE OVER 3/4" PLYWOOD COUNTER ABOVE TACKABLE SURFACE, SEE ELEVATION FOR FINISH TYPE RETURN SOLID SURFACE TO FACE OF PLAM © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 5 : 5 8 P M A7.1 3315 CASEWORK DETAILS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1 1/2" = 1'-0"A7.1 BASE CABINET WITH TOP DRAWER1B Scale: 1 1/2" = 1'-0"A7.1 BASE CABINET WITH FILE DRAWERS2B Scale: 1 1/2" = 1'-0"A7.1 MAILBOXES OVER BASE CABINET5A Scale: 1 1/2" = 1'-0"A7.1 TYPICAL UPPER CABINET6A Scale: 1 1/2" = 1'-0"A7.1 SINK BASE CABINET1A Scale: 1 1/2" = 1'-0"A7.1 BASE CABINET WITH 3 DRAWERS2A Scale: 1 1/2" = 1'-0"A7.1 TYP. WARDROBE W/ COAT RACK3A Scale: 1 1/2" = 1'-0"A7.1 TALL CABINET4A Scale: 1 1/2" = 1'-0"A7.1 RECEPTION - TRANSACTION COUNTER1C Scale: 1 1/2" = 1'-0"A7.1 RECEPTION - TRANSACTION COUNTER 22C Scale: 1 1/2" = 1'-0"A7.1 RECEPTION - WORK COUNTER4C Scale: 1 1/2" = 1'-0"A7.1 RECEPTION DESK DETAIL 11E Scale: 1 1/2" = 1'-0"A7.1 RECEPTION DESK DETAIL 22E Scale: 1 1/2" = 1'-0"A7.1 RECEPTION DESK DETAIL 33E Scale: 1 1/2" = 1'-0"A7.1 RECEPTION DESK DETAIL 44E # DATE DESCRIPTION 1 2/27/23 PS #2 5/8" GYPSUM BOARD ACOUSTICAL PANEL CEILING - SEE REFLECTED CEILING PLAN 3 5/8" METAL STUDS @ 16" O.C. SECURE TO STRUCT. ABOVE - RUN UP TO UNDERSIDE OF DECK 3 5/8" METAL STUD DIAGONAL BRACING @ 4'-0" O.C. ACOUSTICAL PANEL CEILING - SEE REFLECTED CEILING PLAN SEE REFLECTED CEILING PLAN FOR PAINT COLOR AT FASCIA/ SOFFIT 2" 4 " 5/8" GYPSUM BOARD (BOTH SIDES) 3 5/8" METAL STUDS @ 16" O.C. SECURE TO STRUCTURE ABOVE - RUN UP TO UNDERSIDE OF DECK 3 5/8" METAL STUD DIAGONAL BRACING @ 4'-0" O.C. ACOUSTICAL PANEL CEILING - SEE REFLECTED CEILING PLAN SEE REFLECTED CEILING PLAN FOR PAINT COLOR AT FASCIA/ SOFFIT 5/8" GYPSUM BOARD ACOUSTICAL PANEL CEILING - SEE REFLECTED CEILING PLAN 4" SE E R C P SE E R C P 4" EXISTING MASONRY WALL EXISTING MEZZANINE FLOOR EXISTING 12x12 CEILING TILES 2" 4 " ACOUSTICAL PANEL CEILING - SEE REFLECTED CEILING PLAN 5/8" GYPSUM BOARD 3 5/8" METAL STUDS @ 16" O.C. SECURE TO STRUCTURE ABOVE - RUN UP TO UNDERSIDE OF MASONRY ABOVE SEE REFLECTED CEILING PLAN FOR PAINT COLOR AT FASCIA/ SOFFIT ALIGN BULLNOSE CORNER EXISTING MASONRY WALL EJ-2 G8 G12G12 2" 1' - 2 " 5/8" GYPSUM BOARD 3 5/8" METAL STUDS @ 16" O.C. SECURE TO STRUCT. ABOVE - RUN UP TO UNDERSIDE OF DECK. USE SLIP-TYPE HEAD JOINT AT DECK. SEE REFLECTED CEILING PLAN FOR PAINT & COLOR AT FASCIA/ SOFFIT ACOUSTICAL PANEL CEILING - SEE REFLECTED CEILING PLAN SEALANT 3 5/8" METAL STUD DIAGONAL BRACING @ 4'-0" O.C. FASTEN STUD FRAMING TO WALL SEE PLAN FOR WALL TYPE SE E R E F L E C T E D C E I L I N G P L A N 4" SEE REFLECTED CEILING PLAN © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 6 : 0 0 P M A7.2 3315 INTERIOR DETAILS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1 1/2" = 1'-0"A7.2 SOFFIT DETAIL4A Scale: 1 1/2" = 1'-0"A7.2 SOFFIT DETAIL3A Scale: 1 1/2" = 1'-0"A7.2 SOFFIT DETAIL5A Scale: 1 1/2" = 1'-0"A7.2 FIREWALL CORNER CONDITION1B Scale: 1 1/2" = 1'-0"A7.2 SOFFIT DETAIL6A KEYNOTE LEGEND EJ-2 EXPANSION COVER (WALL) # DATE DESCRIPTION ALUM = ALUMINUM FRP = FIBERGLASS HM = HOLLOW METAL STL = STEEL WD = WOOD LAMINATED FIRE RATED GLASS CLEAR GLAZING NOTES: 1. PROVIDE ABOVE LISTED GLAZING UNLESS NOTED OTHERWISE GLAZING LEGEND DOOR & FRAME MATERIAL LEGEND IGU-6 (EXTERIOR) FRGL-5 (EXTERIOR) FRGL-2 (INTERIOR) IGU-5 (EXTERIOR) GL-1 (INTERIOR) FIRST FLOOR 100' - 0" 2" 4 ' - 1 1 / 2 " 2 " 1 ' - 4 1 / 2 " 2 " 6' - 0 " 3 ' - 4 " 2" 3'-4" 2" 3'-4" 2" 3'-4" 2" 10'-8" 2B A5.0 1B A8.1 1A A8.1 FIRST FLOOR 100' - 0" 2" 1 ' - 4 1 / 2 " 2 " 4 ' - 1 1 / 2 " 2 " 6' - 0 " 3 ' - 4 " 2" 4'-3" 2" 4'-2" 2" 4'-3" 2" 13'-4" 1A A8.1 2B A5.0 1B A8.1 FIRST FLOOR 100' - 0" 6' - 0 " 3 ' - 4 " 2" 4 ' - 1 1 / 2 " 2 " 1 ' - 4 1 / 2 " 2 " 2" 2'-8" 2" 3'-0" 1A A8.1 1B A8.1 2B A5.0 FIRST FLOOR 100' - 0" 2" 1 ' - 4 1 / 2 " 2 " 4 ' - 1 1 / 2 " 2 " 6' - 0 " 3 ' - 4 " 2" 3'-4" 2" 5'-0" 2" 3'-4" 2" 12'-4" 1A A8.1 1B A8.1 2B A5.0 GYM FLOOR - 1968 98' - 8" 4' - 8 " 3 ' - 4 " 2" 1 ' - 2 " 2 " 3 ' - 0 " 2 " 2" 2'-9" 2" 2'-9" 2" 6'-0" 2" SCHEDULE SEE DOOR 2" SCHEDULE SEE DOOR 2"2" SCHEDULE SEE DOOR 2" SC H E D U L E SE E D O O R 4 " SC H E D U L E SE E D O O R 2 " FRAME TYPE: S-0 FRAME TYPE: D-0 DOOR TYPE F FLUSH DOOR TYPE FG1-1 FULL GLASS DOOR TYPE N1-1 6" NARROW LITE 8"8" 8" 10 " 8" 6" 3'- 7 " DOOR TYPE FG2-2 FULL GLASS w/ PUSH BAR STILE ALUMINUM DOOR 5"5" 10 " 2 ' - 2 " 8 " 5" 8" FIRST FLOOR 100' - 0" 2" 3'-1" 3'-6" 3'-1" 2" 10'-0" 2" 1 ' - 1 0 " 2 " 7 ' - 2 " 9'- 4 " 4B A5.0 5D A8.1 1B A8.11B A8.1 © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 6 : 0 3 P M A8.0 3315 DOOR & WINDOW SCHEDULES, TYPES & DETAILS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale:1/4" = 1'-0" SF3 Scale:1/4" = 1'-0" SF4 Scale:1/4" = 1'-0" SF5 Scale:1/4" = 1'-0" SF6 Scale:1/4" = 1'-0" SF7 DOOR SCHEDULE MARK DOOR FRAME DETAILS HARDWARE GROUP FIRE RATING COMMENTS WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH GLASS HEAD JAMB SILLPANEL A PANEL B A100.1 3' - 1" 7' - 2" FG2-2 ALUM PFN FRGL-6 ALUM PFN 3B/A5.0 -- AL1 1 HR A100.2 3' - 2" 7' - 2" FG2-2 ALUM PFN FRGL-6 ALUM PFN 3B/A5.0 -- AL2 A100.3 3' - 1" 7' - 2" FG2-2 ALUM PFN FRGL-6 ALUM PFN 3B/A5.0 -- AL2 A100.4 3' - 0" 7' - 2" N1-1 HM PT - 2 FRGL-3 S-0 HM PT - 2 6C/A8.1 6D/A8.1 -- 12 90 MIN A100.5 3' - 1" 3' - 1" 7' - 2" N1-1 HM PT - 2 FRGL-3 D-0 HM PT - 2 6C/A8.1 6D/A8.1 -- 13 90 MIN A101.1 3' - 0" 7' - 2" FG1-1 WD PLAM-4 FPGL-3 S-0 HM PT - 2 6C/A8.1 6D/A8.1 -- 06 1 HR A101.2 3' - 0" 7' - 2" N1-1 WD PLAM-4 FRGL-3 S-0 HM PT - 2 6C/A8.1 6D/A8.1 -- 01 90 MIN A102 3' - 0" 7' - 2" N1-1 WD PLAM-4 GL-1 S-0 HM PT - 2 2D/A8.1 1D/A8.1 -- 02 A103 3' - 0" 7' - 2" FG1-1 WD PLAM-4 GL-1 S-0 HM PT - 2 2D/A8.1 1D/A8.1 -- 08 A104.1 3' - 0" 7' - 2" FG1-1 WD PLAM-4 GL-1 S-0 HM PT - 2 2D/A8.1 1D/A8.1 -- 02 A104.2 3' - 0" 7' - 2" F WD PLAM-4 S-0 HM PT - 2 -- 6C/A8.1 6D/A8.1 01 90 MIN CR x2 A105 3' - 0" 7' - 2" F WD PLAM-4 S-0 HM PT - 2 -- 6C/A8.1 6D/A8.1 -- 11 90 MIN B101 3' - 0" 7' - 2" F HM PT-9 S-0 HM PT-9 -- 2D/A8.1 1D/A8.1 -- 14 B102 3' - 0" 7' - 2" N1-1 WD PLAM-4 FPGL-1 S-0 HM PT-9 2D/A8.1 1D/A8.1 -- 03 B102A 3' - 0" 7' - 2" F WD PLAM-4 S-0 HM PT-9 -- 2D/A8.1 1D/A8.1 -- 04A UNDERCUT DOOR 1" B102B 3' - 0" 7' - 2" N1-1 WD PLAM-4 GL-1 S-0 HM PT-9 2D/A8.1 1D/A8.1 -- 02 Scale:1/4" = 1'-0" DOOR FRAME LEGEND Scale:1/4" = 1'-0" DOOR PANEL LEGEND Scale:1/4" = 1'-0" SF2.1 - 60 MINUTE FIRE RATING # DATE DESCRIPTION 2 4/12/23 PS #6 ALIGN 2 X 4 TREATED WOOD BLOCKING EXPANSION ANCHORED TO CMU 3/4" TREATED PLYWOOD BACKER ROD & SEALANT (BOTH SIDES OF FRAME, ENTIRE PERIMETER) ALUM. FRAME w/ PERIMETER SUBFRAME AND GLAZING, SEE FRAME ELEVATIONS TRANSITION MEMBRANE RIGID INSULATION SSF-2 SILL SEE DETAIL:3/ 8 " CMU CAP BLOCK - GROUT SOLID CAST STONE SILL SEE DETAIL6A/ A8.1 WEEP VENTS @ 24" O.C. THRU-WALL FLASHING W/ END DAMS 5 1/2" 6B/ A8.1 SEE PLAN 5" 1 1/2" STEEL ANGLE PINSTRAP SUPPORT EXTERIOR CONCRETE STOOP ALUM. DOOR - SEE DOOR SCHEDULE THRESHOLD - SEE DOOR HARDWARE FINISH FLOOR - SEE FINISH PLANS 1 X 6 TREATED WOOD NAILER - CONT. ACROSS FRAME OPENING COMPRESSIBLE FILLER SEE STRUCTURAL CONCRETE SLAB AND FOUNDATION - SEE STRUCTURAL 5" DRIP 3" 4" 1 " 8" B/ OF VAULT TBD WALL TYPE, SEE PLAN SEALANT @ PERIMETER TYP. SECURE KEY BOX TO LEDGER W/ 1/4" X 2" LAG BOLTS (4 TOTAL) RECESSED KEY BOX 7" X 7" X 5" DEEP - MANUFACTURER, TYPE AND MOUNTING HEIGHT TO BE DETERMINED BY LOCAL FIRE MARSHALL 2 X 8 X 1'-0" WIDE TREATED WOOD LEDGER -EXPANSION ANCHOR INTO CMU W/ 1/4" DIA. LAG BOLTS (4) FACE BRICK - RETURN TO WOOD BLOCKING 2x4 TREATED WOOD BLOCKING CMU w/ BULLNOSE CORNER SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) ALUMINUM FRAME w/ PERIMETER SUBFRAME AND GLAZING. SEE FRAME ELEVATIONS. TRANSITION MEMBRANE SE E P L A N SPRAYED FOAM AIR BARRIER 3/8" 5 1 / 2 " CAST STONE SILL (CS-1) 1 1 / 2 " PLAN SECTION 1/2" WINDOW FRAME SEALANT JOINT, COLOR TO MATCH SOLID SURFACE 1 1 / 2 " 1/4" RADIUS ROUNDED CORNER EXTERIOR WALL - SEE PLAN WINDOW FRAMES - SEE WINDOW TYPES 1/2" TREATED WOOD BLOCKING 1/2" SOLID SURFACING MATERIAL - SEE INTERIOR FINISH LEGEND FOR COLOR 1/4" RADIUS ROUNDED CORNERS (TOP & BOTTOM OF RETURN) 1/2" SOLID SURFACING MATERIAL RETURN EXTERIOR WALL - SEE PLAN SOLID SURFACE JOINT ADHESIVE SEALANT JOINT, COLOR TO MATCH SOLID SURFACE ALUMINUM FRAME w/ PERIMETER SUBFRAME AND GLAZING. SEE FRAME ELEVATIONS. SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) 5 1/2" 2x4 TREATED WOOD BLOCKING BULLNOSE CORNER TRANSITION MEMBRANE SEE PLAN SE E P L A N 5 1 / 2 " ALUMINUM FRAME w/ PERIMETER SUBFRAME AND GLAZING. SEE FRAME ELEVATIONS. SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) 2x4 TREATED WOOD BLOCKING BULLNOSE CORNER TRANSITION MEMBRANE SPRAYED FOAM AIR BARRIER FACE BRICK CAST STONE SILL (CS-1) CAST STONE SILL (CS-1) WINDOW STOOL BELOW WINDOW STOOL BELOW ALUMINUM FRAME w/ PERIMETER SUBFRAME AND GLAZING. SEE FRAME ELEVATIONS. SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) 2x4 TREATED WOOD BLOCKING BULLNOSE CORNER TRANSITION MEMBRANE FACE BRICK 5 1/2" SEE PLAN 1'-4" C4ni C4ni BULLNOSE CORNER SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) HOLLOW METAL FRAME SEE DOOR SCHEDULE FOR DOOR TYPE CAST STONE SILL (CS-1) SPRAYED FOAM AIR BARRIER 1/ 2 " 3' - 3 " G12 X12B MASONRY PIER X12B MASONRY PIER WINDOW STOOL BELOW SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) HOLLOW METAL FRAME SEE DOOR SCHEDULE FOR DOOR TYPE CMU WALL- SEE PLAN FOR TYPE MASONRY LINTEL GROUT JOINT UNDER BOND BEAM 1/2" 5 3/4" SEE WALL TYPE CMU BULLNOSE CORNER SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) HOLLOW METAL FRAME SEE DOOR SCHEDULE FOR DOOR TYPE 1/ 2 " 5 3 / 4 " SE E P L A N METAL STUD WALL w/ GYPSUM BOARD (BOTH SIDES) - SEE FLOOR PLANS FOR WALL TYPE SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) HOLLOW METAL FRAME w/ METAL STUD ANCHORS SEE DOOR SCHEDULE FOR DOOR TYPE SE E W A L L T Y P E 1/ 2 " 1/ 2 " VA R I E S 3 5/8" METAL STUD DIAGONAL BRACING @ 4'-0" O.C. METAL STUD WALL w/ GYPSUM BOARD (BOTH SIDES) - SEE FLOOR PLANS FOR WALL TYPE ACOUSTICAL PANEL CEILING - SEE REFLECTED CEILING PLAN METAL STUD HEADER w/ TOP & BOTTOM TRACK SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) HOLLOW METAL FRAME SEE DOOR SCHEDULE FOR DOOR TYPE SEE WALL TYPE VARIES 1/2"1/2" HOLLOW METAL FRAME SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) SEE DOOR SCHEDULE FOR DOOR TYPE G12 G121/ 2 " 2"EJ-2 EJ-2 BULLNOSE CORNER HOLLOW METAL FRAME SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) SEE DOOR SCHEDULE FOR DOOR TYPE MASONRY PIER 1/2" EJ-1 X12B 2x4 WOOD BLOCKING TRANSITION MEMBRANE SEALANT, ENTIRE PERIMETER (BOTH SIDES OF FRAME) EXISTING MASONRY WALL BACKER ROD AND SEALANT MASONRY PIER RATED FRAME AND RATED GLAZING. SEE FRAME ELEVATIONS NEW WALL, SEE PLAN FOR TYPE 2" 8" 1/2" PLYWOOD SHEATHING ANCHORED TO CMU. EXTEND SHEATHING TO UNDERSIDE OF ROOF CRICKET © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 6 : 0 8 P M A8.1 3315 OPENING DETAILS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1 1/2" = 1'-0"A8.1 SF SILL (WALL TYPE-X#B)1A Scale: 1 1/2" = 1'-0"A8.1 SF DOOR SILL AT STOOP5D Scale: 1 1/2" = 1'-0"A8.1 CS-1 CAST STONE SILL6A Scale: 1 1/2" = 1'-0"A8.1 RECESSED KEY BOX (FDKB-1)5C Scale: 1 1/2" = 1'-0"A8.1 SF JAMB (WALL TYPE-X#B)1B Scale: 1 1/2" = 1'-0"A8.1 WINDOW STOOL6B Scale: 1 1/2" = 1'-0"A8.1 SF @ MASONRY PIER - OUTSIDE CORNER4A Scale: 1 1/2" = 1'-0"A8.1 OPENINGS @ MASONRY PIER - INSIDE CORNER4D Scale: 1 1/2" = 1'-0"A8.1 HEAD @ CMU6C Scale: 1 1/2" = 1'-0"A8.1 JAMB @ CMU6D Scale: 1 1/2" = 1'-0"A8.1 JAMB @ STUD WALL1D Scale: 1 1/2" = 1'-0"A8.1 HEAD @ 6" STUD WALL2D Scale: 1 1/2" = 1'-0"A8.1 DOOR JAMB @ FIREWALL6E Scale: 1 1/2" = 1'-0"A8.1 FIREWALL EXTENSION @ ENTRANCE4C # DATE DESCRIPTION KEYNOTE LEGEND EJ-1 INTERIOR EXPANSION COVER (FLOOR) EJ-2 EXPANSION COVER (WALL) TILE CONDITION AT DRAIN CENTERED IN FLOOR PATTERN CT-1, SEE INTERIOR FINISH LEGEND, TYPICAL 12" X 24" DIAGONAL TILE CUT TILE CONDITION AT DRAIN OFFSET VARIES IN FLOOR PATTERN FLOOR DRAIN -PITCH FLOOR TO DRAIN @ 1/8" PER FOOT, TYP. NOTE: 2" X 2" MOSAIC TILES SHALL BE INSTALLED AS SHOWN AT FLOOR DRAINS. CUTS TO BE AT 45 DEGREE ANGLES. MT-1, SEE INTERIOR FINISH LEGEND, TYPICAL 2" X 2" 2'-0" 1' - 0 " 1 ' - 0 " 2'-0" 1'- 0 " 1 ' - 0 " MT-1, SEE INTERIOR FINISH LEGEND, TYPICAL 2" X 2" CT-1, SEE INTERIOR FINISH LEGEND, TYPICAL 12" X 24" COVED RESILIENT WALL BASE RESILIENT FLOORING W/ COVED RESILIENT WALL BASE WALL TILE CERAMIC FLOOR TILE W/ CERAMIC WALL TILE RESILIENT FLOORING CERAMIC FLOOR TILE TRS-9 COVED RESILIENT WALL BASE CARPET W/ COVED RESILIENT WALL BASE RESILIENT FLOORING CONCRETE FLOOR OR TERRAZZO W/ COVED RESILIENT WALL BASE COVED RESILIENT WALL BASE WALL TILE RESILIENT FLOORING W/ WALL TILE RESILIENT FLOORING TRS-12 CONC. FLOORCONC. FLOOR CONC. FLOOR CONC. FLOOR CONC. FLOOR TRS-1 RESILIENT FLOORING TO CARPET OR HARD TILE NEW OR EXISTING RESILIENT FLOORING TRS-1 CARPET OR HARD TILE TRS-2 HARD TILE TO CARPET HARD TILE TRS-2 CARPET CONC. FLOOR CONC. FLOOR TRS-3 CARPET, HARD TILE TO SEALED CONC/EXISTING TERRAZZO CONC. FLOOR CARPET, HARD TILE TRS-3 SEALED CONC. OR TERRAZZO TRS-5 NEW RESILIENT FLOORING TO EXISTING RESILIENT FLOORING CONC. FLOOR NEW RESILIENT FLOORING TRS-5 EXISTING RESILIENT FLOORING TRS-6 RESILIENT FLOORING TO SEALED CONC CONC. FLOOR RESILIENT FLOORING TRS-6 SEALED CONC. TRS-9 CEILING FINISH FLOOR CT - 3 3'- 4 " CT - 2 HE I G H T V A R I E S - S E E R C P TILE TO STOP AT BOTTOM OF CEILING GENERAL FINISH NOTES WALL FINISH WALL BASE FINISH FLOOR FINISH ROOM NUMBER FINISH PLAN LEGEND ROOM NAME 101101 WF+ WB+ FF+ + SYMBOL INDICATES MORE THAN ONE TYPE OF SPECIFIED FINISH IN ROOM. FINISH PLAN GENERAL NOTES: 1. SEE INTERIOR FINISH LEGEND FOR ALL FINISH KEYNOTES (FINISH TAGS) 2. INTERIOR FINISHES AS DEFINED BY THE 2015 INTERNATIONAL BUILDING CODE – ARE TO BE IN ACCORDANCE WITH THE CODE REQUIREMENTS SET FORTH IN CHAPTER 8 OF THE 2015 IBC AS WELL AS ALL OTHER STATE/LOCAL CODE REQUIREMENTS. 3. FOLLOW MANUFACTURER’S WRITTEN INSTALLATION GUIDELINES FOR ALL FINISHES/MATERIALS. 4. REFERENCE FINISH PLANS, ELEVATIONS AND REFLECTED CEILING PLAN FOR LOCATIONS OF ALL MATERIALS. 5. FLOORING CONTRACTOR TO PROVIDE SEAM DIAGRAM OR INSTALLATION DIAGRAM FOR CARPET TO INTERIOR DESIGNER VIA SUBMITTAL FOR APPROVAL PRIOR TO INSTALLATION. 6. FLOORING TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR UNLESS NOTED OTHERWISE. 7. PROVIDE TRANSITION STRIPS AT CHANGES IN FLOORING. 8. SEE DETAILS AND INTERIOR FINISH LEGEND FOR FLOORING TRANSITION TYPES. 9. SEE ELEVATIONS AND DETAILS FOR CASEWORK FINISHES. 10. FIELD PAINT IN ANY SPACE IS NOTED IN ROOM TAG. ACCENT PAINT AND ANY ADDITIONAL FINISHES ARE NOTED ON THE FINISH PLAN. 11. ALL EXTERIOR CORNERS OF GYP BOARD WALLS TO HAVE CORNER GUARDS. SEE INTERIOR FINISH LEGEND FOR CORRECT CG COLOR TO USE AT EACH PAINT COLOR. 12. ROOM FINISH TAG IS SHOWN ABOVE. ALL ROOMS TO RECEIVE ANY NEW FINISHES SHOW A ROOM FINISH TAG. ROOMS WITH NO NEW FINISHES SHOW ROOM NAME AND NUMBER ONLY. 13. MECHANICAL GRILLES AND DIFFUSERS SHALL BE PAINTED TO MATCH ADJACENT WALL SURFACE UNLESS NOTED OTHERWISE. COORDINATE WITH MECHANICAL GRILLE SCHEDULE. 14. THE FINISH FACE OF ALL TILES IS TO BE FLUSH WITH ADJACENT TILE. INDICATES FLOORING DIRECTION © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 6 : 1 1 P M A9.0 3315 INTERIOR FINISH LEGEND & GENERAL FINISH NOTES CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1/2" = 1'-0"A9.0 TYPICAL FLOOR TILE AT DRAIN3A Scale: 1 1/2" = 1'-0"A9.0 TYPICAL FLOOR TO BASE CONDITIONS2B Scale: 1 1/2" = 1'-0"A9.0 TYPICAL FLOOR TRANSITIONS2A Scale: 1/2" = 1'-0"A9.0 TYPICAL WALL TILE PATTERN3B VCT-1 VINYL COMPOSITE TILE ARMSTRONG STYLE: STANDARD EXCELON IMPERIAL TEXTURE COLOR: 51836 SHELTER WHITE TS-1 TACKABLE SURFACE MAHARAM STYLE: MESSENGER COLOR: 080 PENSIVE TRS-12 TRANSITION STRIP SCHLUTER SYSTEMS STYLE: DILEX-AHKA, COLOR: SATIN ANODIZED ALUMINUM TRS-10 TRANSITION STRIP SCHLUTER SYSTEMS STYLE: RONDEC COLOR: BRUSHED STAINLESS TRS-9 TRANSITION STRIP SCHLUTER SYSTEMS STYLE: DILEX-AHK, COLOR: SATIN ANODIZED ALUMINUM TRS-6 TRANSITION STRIP SCHLUTER SYSTEMS STYLE: VINPRO-U, COLOR: BRUSHED CHROME ANODIZED ALUMINUM TRS-5 TRANSITION STRIP JOHNSONITE STYLE: SLT-XX-B COLOR: CHARCOAL TRS-3 TRANSITION STRIP SCHLUTER SYSTEMS STYLE: RENO-RAMP, COLOR: SATIN ANODIZED ALUMINUM TRS-2 TRANSITION STRIP SCHLUTER SYSTEMS STYLE: SCHIENE COLOR: BRUSHED STAINLESS TRS-1 TRANSITION STRIP SCHLUTER SYSTEMS STYLE: RENO-U COLOR: BRUSHED STAINLESS TA-16 CURTAIN FABRIC INPRO STYLE: SPUNK, COLOR: PEARL GREY MESH: EZE MESH, COLOR: SNOW POLY FABRIC WITH 100% NYLON MESH. FLAME RETARDANT / RESISTANT 72" WIDE JILL JAHN JJAHN@INPROCORP.COM OFFICE: (800)222-5556 EXT. 5280 SSF-2 SOLID SURFACE CORIAN COLOR: ARTIC ICE WINDOW STOOL / TRANSACTION COUNTER PT-9 PAINT SHERWIN WILLIAMS SW6258 TRICORN BLACK FOR DOORS FRAMES AT UNIT B PT-2 PAINT SHERWIN WILLIAMS CUSTOM PAINT COLOR: OASD MACADEMIA BROWN STORE: 703183, ORDER#: 0273598-018 FOR DOORS FRAMES AT UNIT A PT-1 PAINT SHERWIN WILLIAMS CUSTOM PAINT COLOR: OASD WHITE ROCK STORE: 703183, ORDER#: 0273598-008 FIELD PAINT PLAM-4 PLASTIC LAMINATE WILSONART COLOR: BRAZILWOOD 7946-38 USE AT DOORS PLAM-2 PLASTIC LAMINATE FORMICA COLOR: NEUTRAL WEFT 5875-58 USE AT COUNTERTOPS PLAM-1 PLASTIC LAMINATE ARBORITE COLOR: W449-EV RIFT NATURAL OAK USE AT CABINETRY MT-1 MOSAIC TILE FIANDRE STYLE: FRENCH CLAY COLOR: SOMBRE FINISH: MATTE SIZE: 2"X2" MOSAIC MOUNTED ON MESH 12"X12" SEE TILE DRAIN DETAIL; USE AT DRAIN LOCATIONS JESSICA STRUPP P: 312.506.2862 / M: 262.388.9741 JSTRUPP@TRANSCERAMICA.COM GT-2 GROUT BOSTIK TRUCOLOR, COLOR: DELOREAN GRAY H160 GT-1 GROUT BOSTIK TRUCOLOR, COLOR: FRENCH GRAY H142 GROM-1 GROMMET COLOR DOUG MOCKETT COLOR: 93D - DESERT SAND FOR PLAM-2 ETR EXISTING FINISH TO REMAIN DP-1 CABINET PULL DOUG MOCKETT STYLE: DP128 COLOR: POLISHED CHROME 6 11/16" OA LENGTH 1 13/32" PROJECTION CT-3 CERAMIC TILE (WALL) IRIS CERAMICA STYLE: SLIDE COLOR: GRAY FINISH: GLOSSY TILE SIZE: 12"X4" INSTALLATION: 1/3 ASHLAR USE WITH GT-2. JESSICA STRUPP P: 312.506.2862 / M: 262.388.9741 JSTRUPP@TRANSCERAMICA.COM CT-2 CERAMIC TILE (WALL) IRIS CERAMICA STYLE: SLIDE COLOR: WHITE FINISH: GLOSSY TILE SIZE: 12"X4" INSTALLATION: 1/3 ASHLAR USE WITH GT-2. JESSICA STRUPP P: 312.506.2862 / M: 262.388.9741 JSTRUPP@TRANSCERAMICA.COM CT-1 CERAMIC TILE (FLOOR) FIANDRE STYLE: FRENCH CLAY COLOR: SOMBRE FINISH: MATTE TILE SIZE: 12"X24" INSTALLATION: 1/3 ASHLAR USE WITH GT-1. JESSICA STRUPP P: 312.506.2862 / M: 262.388.9741 JSTRUPP@TRANSCERAMICA.COM CPT-1 MODULAR CARPET TILE J+J FLOORING STYLE: EMBOSSED MODULAR 7035 COLOR: INSCRIBE 1985 BACKING: NEXUS MODULAR TILE SIZE: 18"x36" INSTALLATION: 1/3 ASHLAR JASON WERTZ / (414)875-7196 JASON.WERTZ@JJFLOORING.COM CG-A1 CORNER GUARD 90 DEG - PT-1 INPRO WALL PROTECTION COLOR FOR AREAS WITH PT-1 COLOR: ANTIQUE WHITE 0104 EJ CARLSON EJCARLSON@INPROCORP.COM O: (262)679-9010 / M: (414)915-5043 APC-2 ACOUSTIC PANEL CEILING - SCRUBBABLE ARMSTRONG KITCHEN ZONE 673, SQUARE LAY IN, WHITE, WHITE GRID 24" X 24" TILE, 15/16" GRID APC-1 ACOUSTIC PANEL CEILING ARMSTRONG SCHOOL ZONE FINE FISSURED 1713 SQUARE LAY IN, WHITE PANEL, WHITE GRID, WHITE EDGE MOLDING 24" X 24" TILE, 15/16" GRID TAG MATERIAL MATERIAL MANUFACTURER MATERIAL SPECIFICATION MATERIAL SIZE MATERIAL NOTES MATERIAL VENDOR INTERIOR FINISH LEGEND WDWT-1 WINDOW TREATMENT (MANUAL ROLLER SHADE) SWF CONTRACT PULL CHAIN OPERATION SERIES: 3% OPEN, STYLE: CROSSHATCH R300, COLOR:C8212 EGGSHELL/FOG VALANCE COLOR: DARK BRONZE SEE REFLECTED CEILING PLANS. FIELD MEASURE. WOT-3 MODULAR WALK OFF CARPET TILE J+J FLOORING STYLE: INCOGNITO 7069 COLOR: OPERATIVE 1837 BACKING: NEXUS MODULAR TILE SIZE: 50CMX50CM INSTALLATION: MONOLITHIC JASON WERTZ / (414)875-7196 JASON.WERTZ@JJFLOORING.COM WB-2 RESILIENT WALL BASE TARKETT STYLE: COVED VINYL WALL BASE COLOR: BLACK 4" HEIGHT WB-1 RESILIENT WALL BASE TARKETT STYLE: COVED VINYL WALL BASE COLOR: CHARCOAL 4" HEIGHT VCT-4 VINYL COMPOSITE TILE MATCH TO EXISTING OWNER'S ATTIC STOCK TAG MATERIAL MATERIAL MANUFACTURER MATERIAL SPECIFICATION MATERIAL SIZE MATERIAL NOTES MATERIAL VENDOR INTERIOR FINISH LEGEND # DATE DESCRIPTION UP CONFERENCE A103A103 PT-1+ WB-1 CPT-1 RECEPTION A101A101 PT-1 WB-1 CPT-1+ TOILET A105A105 3B/A9.0 3B/A9.0 CT-1 PRINCIPAL A102A102 PT-1 WB-1 CPT-1 WORK ROOM A104A104 PT-1 WB-1 VCT-1 VESTIBULE A100A100 PT-1 WB-2 WOT-3 CORRIDOR A106A106 ETR+ ETR+ ETR+ CP T - 1 WO T - 3 PT-2 CPT WOT-3 CPT-1 CPT CPT CG-A1 CG-A1 EXST VCT WOT-3 WOT-3 CT END OF NEW WORK: PT-1 WB-2 WOT-3 EXISTING FINISHES TO REMAIN BEYOND THIS POINT CG-A1 11 ' - 0 " ELECTRICAL B101B101 PT-1 WB-1 VCT-1 JANITOR EXST OFFICE EXST OFFICE EXST HEALTH B102B102 PT-1 WB-1 VCT-1 TOILET B102AB102A 3B/A9.0 3B/A9.0 CT-1 OFFICE B102BB102B PT-1 WB-1 CPT-1 CPT CT PT-1 & WB-2 CORRIDOR B103B103 ETR+ ETR+ ETR+ PATCH VCT-4 GENERAL FINISH NOTES WALL FINISH WALL BASE FINISH FLOOR FINISH ROOM NUMBER FINISH PLAN LEGEND ROOM NAME 101101 WF+ WB+ FF+ + SYMBOL INDICATES MORE THAN ONE TYPE OF SPECIFIED FINISH IN ROOM. FINISH PLAN GENERAL NOTES: 1. SEE INTERIOR FINISH LEGEND FOR ALL FINISH KEYNOTES (FINISH TAGS) 2. INTERIOR FINISHES AS DEFINED BY THE 2015 INTERNATIONAL BUILDING CODE – ARE TO BE IN ACCORDANCE WITH THE CODE REQUIREMENTS SET FORTH IN CHAPTER 8 OF THE 2015 IBC AS WELL AS ALL OTHER STATE/LOCAL CODE REQUIREMENTS. 3. FOLLOW MANUFACTURER’S WRITTEN INSTALLATION GUIDELINES FOR ALL FINISHES/MATERIALS. 4. REFERENCE FINISH PLANS, ELEVATIONS AND REFLECTED CEILING PLAN FOR LOCATIONS OF ALL MATERIALS. 5. FLOORING CONTRACTOR TO PROVIDE SEAM DIAGRAM OR INSTALLATION DIAGRAM FOR CARPET TO INTERIOR DESIGNER VIA SUBMITTAL FOR APPROVAL PRIOR TO INSTALLATION. 6. FLOORING TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR UNLESS NOTED OTHERWISE. 7. PROVIDE TRANSITION STRIPS AT CHANGES IN FLOORING. 8. SEE DETAILS AND INTERIOR FINISH LEGEND FOR FLOORING TRANSITION TYPES. 9. SEE ELEVATIONS AND DETAILS FOR CASEWORK FINISHES. 10. FIELD PAINT IN ANY SPACE IS NOTED IN ROOM TAG. ACCENT PAINT AND ANY ADDITIONAL FINISHES ARE NOTED ON THE FINISH PLAN. 11. ALL EXTERIOR CORNERS OF GYP BOARD WALLS TO HAVE CORNER GUARDS. SEE INTERIOR FINISH LEGEND FOR CORRECT CG COLOR TO USE AT EACH PAINT COLOR. 12. ROOM FINISH TAG IS SHOWN ABOVE. ALL ROOMS TO RECEIVE ANY NEW FINISHES SHOW A ROOM FINISH TAG. ROOMS WITH NO NEW FINISHES SHOW ROOM NAME AND NUMBER ONLY. 13. MECHANICAL GRILLES AND DIFFUSERS SHALL BE PAINTED TO MATCH ADJACENT WALL SURFACE UNLESS NOTED OTHERWISE. COORDINATE WITH MECHANICAL GRILLE SCHEDULE. 14. THE FINISH FACE OF ALL TILES IS TO BE FLUSH WITH ADJACENT TILE. INDICATES FLOORING DIRECTION © 2020 Bray Associates Architects, Inc. Issued For: Project Number: Sheet Title: Pr o j e c t T i t l e : REVISIONS: A B C D E 6 829 South 1st Street Milwaukee, Wisconsin 53204 T: 414.226.0200 Milwaukee Sheet Number: 4 3 2 15 6 4 3 2 15 www.brayarch.com Sheboygan • Davenport • Moline Au t o d e s k D o c s : / / 3 3 1 5 - O s h k o s h S D S u m m e r o f ' 2 2 S E Pr o j e c t s / 3 3 1 5 _ O s h k o s h _ O a k w o o d E S _ R 2 2 . r v t 11 / 1 4 / 2 0 2 3 2 : 5 6 : 1 4 P M A9.1 3315 FIRST FLOOR FINISH PLANS CONSTRUCTION SET VOLUME 2 12/14/2022 Ad d i t i o n & R e n o v a t i o n t o OA K W O O D E L E M E N T A R Y S C H O O L OS H K O S H A R E A S C H O O L D I S T R I C T 12 2 5 N O a k w o o d R d Os h k o s h , W I 5 4 9 0 4 Scale: 1/4" = 1'-0"A9.1 FIRST FLOOR FINISH PLAN - UNIT A3A Scale: 1/4" = 1'-0"A9.1 FIRST FLOOR FINISH PLAN - UNIT B6A # DATE DESCRIPTION 1 2/27/23 PS #2