Tornado Safe Room

BUILDING CODE INFORMATION UL DESIGN DETAIL #U905 UL DESIGN DETAIL #U305

BASED ON UNDERWRITERS LABORATORIES INC. CURRENT FIRE RESISTANCE DIRECTORY DESIGN NO. U905 BEARING WALL RATING - 2HR. BASED ON UNDERWRITERS LABORATORIES INC. CURRENT FIRE RESISTANCE DIRECTORY DESIGN NO. U305 BEARING WALL RATING - 1HR. OPTIONAL NON-SEPARATED MIXED USE OCCUPANCIES (508.3.1) GENERAL PROJECT INFORMATION NONBEARING WALL RATING - 2HR. ITEMS 4, 5, & 6 NOT SHOWN OR LISTED HERE. NON-SEPARATED OCCUPANCIES HAVE BEEN CLASSIFIED INDIVIDUALLY, AND THE MOST CHAPTER 11: ACCESSIBILITY 3 RESTRICTIVE REQUIREMENTS OF THE CODE HAVE BEEN USED IN ALL CIRCUMSTANCES. PROJECT LOCATION: 5 16" O.C. 16" O.C. INTERLOCHEN STATE PARK ALL NEW CONSTRUCTION SHALL COMPLY WITH CHAPTER 11 REQUIREMENTS CHAPTER 6: TYPES OF CONSTRUCTION INTERLOCHEN, MI 6 ACCESSIBLE PARKING SPACES (PER MBC TABLE 1106.1) 1 4 2 7 9 BUILDING AREAS & VOLUMES: TYPE V-B TOTAL PROVIDED SPACES (1-25) = 1 ACCESSIBLE SPACE REQUIRED TOTAL GROSS AREA: 8,615 FT² 1 ACCESSIBLE SPACE PROVIDED 8 NET ASSIGNABLE: 6,877 FT² FIRE RESISTANCE RATING REQUIREMENTS (PER MBC TABLES 601 AND 602) 1. CONCRETE BLOCKS*-VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR) SEE CONCRETE BLOCK CATEGORY FOR LIST OF ELIGIBLE MANUFACTURER. 2 3 1 2x4's FIRESTOPPED CUSTODIAL AREA: 228 FT² PRIMARY STRUCTURAL FRAME 0 HR STORM SHELTER DESIGN & CODE INFORMATION (ICC 500-2014) 2. MORTAR-BLOCKS LAID IN FULL BED OF MORTAR, NOM 3/8" THICK OF NOT LESS THAN 1/4 AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CIRCULATION AREA: 611 FT² BEARING WALLS CEMENT VOLUME) VERTICAL JOINTS STAGGERED. 1. Nailheads -- Exposed or covered with joint compound. MECHANICAL AREA: 168 FT² INTERIOR 0 HR 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER-ADD 1/2 HR TO CLASSIFICATION IF USED WHERE COMBUSTABLE MEMBERS ARE FRAMED IN WALL, 2. Joints -- Exposed or covered with fiber tape and joint compound, except where required for specific edge configuration. For tapered, rounded-edge wallboard, joints covered with CONSTRUCTION AREA: 731 FT² EXTERIOR 0 HR TYPE OF SHELTER: PLASTER, OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MIX. CLASSIFICATION OF 1-1/2 HR. joint compound or fiber tape and joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. NET TO GROSS RATIO: 1.25 NONBEARING WALLS & PARTITIONS COMMUNITY TORNADO SHELTER Joints reinforced. 4. LOOSE MASONRY FILL-IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG , EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), PLAN EFFICIENCY: 79.8% INTERIOR 0 HR 3. Gypsum Board* -- 5/8 in. thick wallboard paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Wallboard nailed 7 in. OC with INTERIOR VOLUME: 11,450 YD³ EXTERIOR 0 HR WIND DESIGN STANDARDS: WATER REPELANT VERMICULATE MASONRY FILL INSULATION OR SILICONE TREATED PARLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths of other than 48 in., wallboard is to be installed horizontally *BEARING THE UL CLASSIFICATION MARKING FLOOR CONSTRUCTION 0 HR WIND SPEED: 200 MPH AMERICAN GYPSUM CO --Types AGX-1, AGX-2, AGX-3 (finish rating 23 min.), Type AGX-7, AGX-11 (finish rating 26 min) or Type AG-C, TypeAGX-8 (finish rating 20 ROOF CONSTRUCTION 0 HR EXPOSURE CATEGORY: C 5. ROOF AND/OR FLOOR DECKING SYSTEM MATERIAL. min), Type AGX-9 (finish rating 20 min), Type AGX-10 (finish rating 20 min), Type AGX-5 (finish rating 26 min), Type AGX-4 (finish rating 20 min), Type AGX-C. GOVERNING CODES: INTERNAL PRESSURE COEFFICIENT (GCpi): +/- 0.18 BEIJING NEW BUILDING MATERIALS CO LTD -- Type DBX-1 (finish rating 24 min). 6. STRUCTURAL STEEL FRAMING SYSTEM ] PARTNERS in Architecture, PLC TOPOGRAPHIC FACTOR (Kzt): 1.0 BPB AMERICA INC --Type 1, Type SF3 (finish rating 20 min) or FRPC, ProRoc Type C or ProRoc Type X (finish rating 26 min), Type EGRG (finish rating 23 min) CHAPTER 7: FIRE AND SMOKE PROTECTION FEATURES 7. CONRCRETE BLOCK WALL 8. CONCRETE BLOCK INFILL TIGHT TO UNDERSIDE OF DECK 9. UL APPROVED FIRESPRAY/COMPOUND BOTH SIDES OF WALL BPB CANADA INC --ProRoc Type C, ProRoc Type X or ProRoc Type Abuse-Resistant 65 MARKET STREET 2015 MICHIGAN BUILDING CODE (MBC) DIRECTIONALITY FACTOR (Kd): 1.0 CANADIAN GYPSUM COMPANY --Type AR (finish rating 26 min), Type C (finish rating 26 min), Type FCV (finish rating 26 min), Type IP-AR (finish rating 26 min), Type MOUNT CLEMENS, MI 48043 2015 MICHIGAN MECHANICAL CODE (MMC) IPC-AR (finish rating 26 min), Type IP-X1 (finish rating 26 min), Type IP-X2 (finish rating 26 min), Type SCX (finish rating 26 min), Type SHX (finish rating 26 min), Type P 586.469.3600 2015 MICHIGAN PLUMBING CODE (MPC) FIRE WALLS (MBC SECTION 706): NOT REQUIRED FLOOD INFORMATION: WRC (finish rating 26 min), Type WRX (finish rating 26 min) . F 586.469.3607 2015 MICHIGAN ENERGY CODE (MEC) FIRE BARRIERS (MBC SECTION 707): NOT REQUIRED, BUT INCLUDED. FIRE BARRIERS AS LOCATED THIS SHELTER HAS NOT BEEN LOCATED IN AN AREA SUSCEPTIBLE TO FLOODING G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP --Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish rating 26 min), Type DGG (finish rating 20 min), Type GPFS1 (finish rating 20 min), Type GPFS2 (finish rating 20 min), Type GPFS6 (finish rating 26 min), Type DS, Type DAP, Type 2014 NATIONAL ELECTRIC CODE (NEC) AND DETAILED ON THIS SHEET SHALL BE CONSTRUCTED IN ACCORDANCE WITH THIS SECTION. CEILING APPLICATION - AER-09038 DD (finish rating 20 min), DA. Statement of Intellectual Property 2009 ICC / ANSI A117.1 FIRE PARTITIONS (MBC SECTION 708): NOT REQUIRED PRESSURE AND MISSILE IMPACT REQUIREMENTS: LAFARGE NORTH AMERICA INC --Type LGFC2 (finish rating 20 min), Type LGFC3 (finish rating 20 min), Type LGFC6 (finish rating 26 min), Type LGFC-C (finish rating SMOKE BARRIERS (MBC SECTION 709): NOT REQUIRED REFER TO SPECIFICATION MANUAL FOR DOCUMENTATION ON SHELTER COMPONENTS UNITED STATES GYPSUM COMPANY: ONE HOUR CORRIDOR CEILING OR UNDERSIDE STAIR APPLICATIONS 20 min), Type LGFC6A (finish rating 34 min), Type LGFC2A, Type LGFC- C/A. The ideas, concepts, drawings and thoughts conveyed 2014 ICC 500 & FEMA P-361 NATIONAL GYPSUM CO --Type FSK (finish rating 20 min), Type FSK-G (finish rating 20 min), Type FSW (finish rating 20 min), Type FSW-2 (finish rating 24 min), Type herein are the intellectual property of PARTNERS in SMOKE PARTITIONS (MBC SECTION 710): NOT REQUIRED FSW-3 (finish rating 20 min), Type FSW-G (finish rating 20 min), Type FSK-C (finish rating 20 min), Type FSW-C (finish rating 20 min). Architecture, PLC, 65 Market Street, Mount Clemens, MI, FLOOR PLAN OF STORM SHELTER ON SHEET A3-01 PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC --Types C, PG-2 (finish rating 20 min), PG-3 (finish rating 20 min), Types PG-3W, PG-5W (finish 48043 (P 586.469.3600). This set of drawings, in whole or rating 20 min), Type PG-4 (finish rating 20 min), Type PG-6 (finish rating 23 min), Types PG-3WS, PG-5WS (finish rating 20 min), Types PG-5, PG-9 (finish rating 26 min) or CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION FOUNDATION & FRAMING PLAN OF SHELTER ON SHEETS SP-01 & 02 Type PG-C. in part, may not be reproduced, without the written consent CHAPTER 8: INTERIOR FINISHES of PARTNERS in Architecture, PLC. This information is MASONRY WALL ELEVATIONS OF SHELTER ON SHEET S2-01 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD --Type EX-1 (finish rating 26 min) protected under U.S. Copyright Law, all rights reserved. USE GROUPS: (UNSPRINKELERED, NON-SEPARATED MIXED-USE) SECTION OF STORM SHELTER ON SHEET A6-01 1 3 4 4 STANDARD GYPSUM L L C --Type SGC(finish rating 20 min), Type SGC-3(finish rating 20 min.) Type SG-C or SGC-G(finish rating 20 min). INTERIOR WALL AND CEILING FINISH REQUIREMENTS (PER MBC TABLE 803.9) TEMPLE-INLAND FOREST PRODUCTS CORP --Types T (finish rating 20 min), VPB-Type T (finish rating 20 min), WR-Type T (finish rating 20 min), Type T SHTG (finish © Copyright 2019 BUSINESS GROUP B rating 20 min), FRX-6, VPBX-6, FRWRX-6, TG-C or FRX-6 Exterior Gypsum Soffit Board. LOW HAZARD STORAGE S-2 FINISH FLOOR ELEVATION AND USGS DATUM: UNITED STATES GYPSUM CO --Type AR (finish rating 26 min), Type SCX (finish rating 26 min), Type C (finish rating 26 min), Type WRX (finish rating 26 min), Type WRC FUEL STORAGE ROOM (SECTION 307.1.1.8) USE GROUP B, NON-SPRINKLERED ARCH. ELEV: 100'-0" 5 5 (finish rating 26 min), Type IP-X1 (finish rating 26 min), Type FCV (finish rating 26 min), Type IP-X2 (finish rating 26 min), Type SHX (finish rating 26 min), Type FRX-G (finish rating 29 min), Type IP-AR (finish rating 26 min), Type IPC-AR (finish rating 26 min). THE STORAGE OR UTILIZATION OF MATERIALS FOR AGRICULTURAL PURPOSES - INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS: A USGS DATUM: 859.00 FT CONSULTANT USG MEXICO S A DE C V --Type AR (finish rating 26 min), Type C (finish rating 26 min), Type WRX (finish rating 26 min), Type WRC (finish rating 26 min), Type IP-X1 SHALL NOT BE CONSIDERED A GROUP H OCCUPANCY, PROVIDED THAT FUEL - CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND EXIT RAMPS: B (finish rating 26 min), Type FCV (finish rating 26 min), Type IP-X2 (finish rating 26 min), Type SHX (finish rating 26 min), SCX (finish rating 26 min), Type IP-AR (finish STORAGE DOES NOT EXCEED ALLOWABLE QUANTITIES IN TABLE 307.1(1) - ROOMS AND ENCLOSED SPACES: C USABLE STORM SHELTER FLOOR AREA: rating 26 min), Type IPC-AR (finish rating 26 min). 1,522 SQ. FT. 2 3A. Gypsum Board* -- (As an alternate to Item 3) -- Nom 3/4 in. thick, installed as described in Item 3. CANADIAN GYPSUM COMPANY --Types AR, IP-AR. UNITED STATES GYPSUM CO --Types AR, IP-AR. USG MEXICO S A DE C V --Types AR, IP-AR. CHAPTER 9: FIRE PROTECTION SYSTEMS 3B. Gypsum Board* -- (As an alternate to Items 3 and 3A) -- 5/8 in. thick, 4 ft wide, square edge, applied vertically. Wallboard nailed 8 in. OC with 1-3/4 in. long galvanized roofing OCCUPANT LOAD CALCULATION: nails. Joint covering (Item 2) not required. 1. A MINIMUM 2-1/2" DEEP 24 GAUGE J-RUNNER ATTACHED HORIZONTALLY TO PERIMETER OR BOUNDARY WALLS WITH A POWER ACTUATED FASTENERS. CHAPTER 4: SPECIAL USE REQUIREMENTS_____ 2 WHEELCHAIR OCCUPANTS - 20 SQ FT (10 SQ. FT. EACH) CANADIAN GYPSUM COMPANY --Type WSX (finished rating 22 min). PORTABLE FIRE EXTINGUISHERS (PER MBC SECTION 906) 300 OTHER OCCUPANTS - 1,502 SQ. FT. (5 SQ. FT. EACH) 2. GYPSUM WALL BOARD: FOR A ONE (1) HOUR ASSEMBLY: ATTACH ONE (1) LAYER OF 5/8" THICK SHEETROCK® BRAND FIRECODE® C CORE GYPSUM (TYPE C), TO THE UNDERSIDE OF THE UNITED STATES GYPSUM CO --Type WSX (finished rating 22 min). MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER = 75'-0" "CORRIDOR CEILING" OF THE C-H STUD AND THE PERIMETER J-RUNNERS. USE 1" LONG TYPE S SCREWS THAT ARE SPACED 12" O.C. IN THE FIELD AND AT THE EDGES. STORM SHELTERS (SECTION 423) 302 TOTAL CAPACITY > 300 REQUIRED CAPACITY USG MEXICO S A DE C V --Type WSX (finished rating 22 min). PROVIDE IN AREAS WHERE FLAMMABLE/COMBUSTIBLE LIQUIDS ARE STORED 3. INSTALL THE C-H STUDS PERPENDICULAR TO THE J-RUNNER SPACED 24" O.C. WITH THE C-SECTION OF THE C-H STUD FACING DOWNWARD TOWARDS THE CORRIDOR SIDE OF THE ASSEMBLY THIS BUILDING IS LOCATED WITHIN A 200 MPH TORNADO WIND SPEED AREA. A STORM SHELTER 3C. Gypsum Board* -- (As an alternate to Items 3, 3A and 3B) - 5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally to one side of the assembly. Secured as described in WITH TWO (2) SCREWS A MINIMUM 1/2" LONG TYPE S-12 SCREWS, ONE ON EACH SIDE. Item 3. Joint covering (Item 2) not required. BUILT TO THE REQUIREMENTS OF THE ICC 500 AND FEMA P-361 HAS BEEN INCLUDED IN THIS TOILET FACILITIES: FIRE ALARM AND DETECTION SYSTEMS (PER MBC SECTION 907) 4. 1" THICK SHEETROCK® BRAND GYPSUM LINER PANEL - FRICTION-FITTED IN "H" PORTION OF C-H STUDS. CANADIAN GYPSUM COMPANY -- Type SHX. UNITED STATES GYPSUM CO --Type SHX. USG MEXICO S A DE C V -- Type SHX. PROJECT. THE OWNER (DNR) HAS REQUESTED AN OCCUPANT CAPACITY OF AT LEAST 300. 2 MINIMUM REQUIRED UP TO 500 OCCUPANTS - 3 PROVIDED SECTION 907.2.2 GROUP B 5. VERTICAL WALL CONSTRUCTION - REFER TO WALL TYPES *Bearing the UL Classification Mark A MANUAL FIRE ALARM SYSTEM IS NOT REQUIRED VENTING AREA: CHAPTER 5: GENERAL BUILDING HEIGHTS AND AREAS PROFESSIONAL SEAL REFER TO MECHANICAL 12" Minimum CHAPTER 10: MEANS OF EGRESS 1'-6" Minimum ALLOWABLE BUILDING HEIGHT AND AREA (PER MBC TABLE 504.3, 504.4, & 506.2) MINIMUM FOUNDATION CAPACITY: USE GROUP: B OCCUPANT LOAD (PER MBC SECTION 1004) REFER TO STRUCTURAL CONSTRUCTION TYPE: V-B REFER TO PLAN FOR DESIGN OCCUPANT LOADS IN ACCORDANCE WITH TABLE 1004.1.2 ALLOWABLE HEIGHT: 40 FEET SHELTER INSTALLATION REQUIREMENTS: TORNADO SHELTER MAP ALLOWABLE STORIES: 2 STORIES TOTAL OCCUPANT LOAD = 69 OCCUPANTS REFER TO BUILDING SECTIONS AND STRUCTURAL

ALLOWABLE AREA: (506.2.1) 6" Aa = At + (NS x If) = 15,750 sq. ft. PARTIAL FLOOR PLAN MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY (TABLE 1006.3.1) EMERGENCY ESCAPE OPENING: At = 9,000 sq. ft. 1/8" = 1'-0" SCALE 2 MINIMUM EXITS OR ACCESS TO EXITS REQUIRED NOT REQUIRED WHEN MORE THAN ONE MEANS OF EGRESS DOOR IS REQUIRED BY THE 8" NS = 9,000 sq. ft. 7 EXITS OR ACCESS TO EXITS PROVIDED APPLICABLE BUILDING CODE. If = (F/P - 0.25)W/30 = 0.75 HIGHLIGHT OR OUTLINE STORM SHELTER IN 12" Minimum F = 515'-2" FIRE RESISTANCE: 10" Minimum TORNADO SAFE ROOM P = 515'-2" BRIGHT RED EXIT SIGNS (SECTION 1013) SPACES OR AREAS DESIGNATED AS STORM SHELTERS SHALL BE SEPARATED FROM OTHER _____mph200 safe room design wind speed (3 second gust) OWNER W = 30'-0"

BUILDINGS AREAS WITH A MINIMUM FIRE RESISTANCE RATING OF 2 HOURS. 1/4" EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN PROVIDE LOCATION 5/8" Missile Impact Resistance: Facility Hours of Operation: YOU ARE TORNADO SHELTER READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL, EXCEPT IN ROOMS OR HERE IDENTIFIER. MODIFY AS _____lbs.15 2x4 @ _____mph60 (horizontal) Mon - Fri: ______PROPOSED BUILDING HEIGHT AND AREA CLOSE DOOR IN AN EMERGENCY AREAS THAT REQUIRE ONLY ONE EXIT/EXIT ACCESS, OR IN OBVIOUS PRIMARY EXTERIOR EMERGENCY SUPPLIES: NEEDED TO CORRESPOND _____lbs.15 2x4 @ _____mph90 (vertical) Sat - Sun:______3/8" AREA: 8,615 < 15,750 SF MAX (MOST RESTRICTIVE). PROVIDE FIRE EXTINGUISHERS PER CODE PLAN 60" ABOVE FINISH FLOOR

3/4" Safe room manufacturer/builder ______EXIT DOORS. 60" ABOVE FINISH FLOOR W/ ROOM WHERE SIGN IS

HEIGHT: 18'-8" TO ROOF MIDPOINT < 60 FEET MAX. 60" ABOVE FINISH FLOOR PROVIDE FIRST AID KIT RATED FOR 300 OCCUPANTS PER SPECIFICATIONS POSTED. STORIES: 1 STORY < 2 STORIES MAX. ACCESS TRAVEL DISTANCE (PER MBC TABLE 1017.2) ALL OTHER ICC-500 & FEMA P-361 REQUIRED EMERGENCY SUPPLIES BY OWNER STATE OF MICHIGAN B - WITHOUT SPRINKLER SYSTEM = 200 FEET DEPARTMENT OF TECHNOLOGY, 4 Safe Room Sign Elevation Detail Type "3" 3 Safe Room Sign Elevation Detail Type "2" 2 Safe Room Sign Elevation Detail Type "1" MANAGEMENT AND BUDGET Not To Scale Not To Scale Not To Scale FACILITIES AND BUSINESS SERVICES PLUMBING FIXTURE CALCULATION (PER 2015 MICHIGAN PLUMBING CODE - TABLE 403.1) COMMUNITY SAFE ADMINISTRATION DESIGN AND CONSTRUCTION TOTAL BUILDING OCCUPANT LOAD = 69 ROOM: 2,600 SF STATE FACILITIES ADMINISTRATION ROBERT C. HALL, RA, NCARB, DIRECTOR PER SECTION 403.1.1: DIVIDE TOTAL OCCUPANT LOAD IN HALF 69 / 2 = 35 MALE PROJECT NAME 34 FEMALE S3 DNR Parks & Recreation REFER TO CALCULATIONS BELOW FOR NUMBER OF REQUIRED PLUMBING FIXTURES 4 160 Park Headquarters & CLASSIFICATION WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS / OCCUPANCY 6

FEC Maintenance/Storage 160 1/25 FOR FIRST 50 1/40 FOR FIRST 80 1 / 100 1 87 58 REQUIRED RATIO 1/50 FOR EVERYTHING ABOVE 1/80 FOR EVERYTHING ABOVE 270 178 Building 24 160 B: BUSINESS # REQUIRED 2 2 1 1 1 1 3 1 Interlochen State Park # PROVIDED 3 3 2 1 FEC 329 Interlochen, MI

2 PROJECT NO. DTMB: 751/16145.JAN GENERAL LIFE SAFETY NOTES 17-126 1. THESE CODE ANALYSIS DRAWINGS, NOTES AND WALL IDENTIFICATIONS FOR FIRE RATINGS AND / OR SMOKE BARRIERS ARE INDICATED FOR LIFE SAFETY AND BUILDING CODE COMPLIANCE ONLY. ALL OTHER CONSTRUCTION REQUIREMENTS ARE INDICATED ON THE CONSTRUCTION DOCUMENTS. 2,175 ISSUES / REVISIONS 2. "SAFE ROOM" AND LOGOS SHALL BE REFLECTIVE, USING 3M SCOTCHLITE DIAMOND GRADE REFLECTIVE SHEETING OR AN EQUIVALENT PRODUCT. YELLOW IN 2,307 COLOR. VERIFY WITH MANUFACTURER THAT THE SIGN WILL GLOW FOR A MINIMUM OF 6 HOURS, IN THE EVENT OF POWER LOSS. 480 97 215 8 Owner Review 8 32 50% Review 11/08/2017 1 3 Plan Review 01/19/2018 CODE AND LIFE SAFETY PLAN LEGEND Bidding / Construction 01/03/2019 Addendum 1 01/16/2019

STORM SHELTER WALL CONSTRUCTION: 1-HOUR FIRE BARRIER WALL: FEC 2 HOUR FIRE RATED 8" CONC. BLOCK WALL. 1-HOUR "FIRE BARRIER" WALL PER 2015 MBC SECTION DRAWN BY CONSTRUCT TO U905 STANDARDS. REFER TO 707 INCLUDING 45 MINUTE DOOR AND FRAME ARCHITECTURAL BUILDING SECTIONS, WALL PROTECTIVES. PROVIDE FIRE / SMOKE DAMPERS AS S2 S3 NPR SECTIONS & DETAILS, AS STRUCTURAL FOR REQUIRED PER 2015 MBC. SEE UL DESIGN DETAILS THIS 115 REQUIRED REINFORCEMENT PAGE FOR WALL CONSTRUCTION REQUIREMENTS. CHECKED BY 1 AREA OF REFUGE: 1-HOUR FIRE BARRIER CEILING: S1 DRM SHAPE INDICATES THAT THE AREA/SPACE/ROOM 1-HOUR "FIRE BARRIER" CEILING PER 2015 MBC FEC APPROVED BY WAS USED IN THE ICC-500 2014 STORM SHELTER SECTION 707. SEE USG DESIGN DETAIL THIS PAGE S3 130 130 OCCUPANCY LOAD CALCULATION. FOR CONSTRUCTION REQUIREMENTS. 205 MAM 25 2 2 3 SHEET NAME LOCATION OF TORNADO SAFE ROOM SIGN TYPE "1" # OCCUPANT LOAD EXITING THROUGH EGRESS COMPONENT S1 160 6

160 156 LOCATION OF TORNADO SAFE ROOM SIGN TYPE "2" Code & Life Safety # OCCUPANT CAPACITY OF EGRESS COMPONENT S2 1

LOCATION OF TORNADO SAFE ROOM SIGN TYPE "3" 4 S3 160 Plan # AREA OF ROOM OR SPACE LOCATION OF FIRST AID KIT

# ROOM OCCUPANT LOAD FEC LOCATION OF FIRE EXTINGUISHER / CABINET 1 Code Plan SHEET NO. 1/8" = 1'-0" N A0-02

P:\2017\17-126-SOM Interlochen State Park HQ\02_CAD\A0-02_Code & Life Safety Plan.dwg, 1/16/2019 9:42:48 AM, NRingholz Door / Opening / Window Schedule Room Finish Schedule REFER TO LIFE SAFETY DOOR FRAME DETAILS WALLS UNDERSIDE OF FLOOR PLAN FOR FIRE RATINGS HARDWARE DOOR NO. DOOR / OPENING SIZE (W X H) THRES. / LABEL (MIN.) DOOR / OPENING KEY NOTES ROOM NO. ROOM NAME FLOOR BASE CEILING FINISH ROOM FINISH KEY NOTES OR ROOF DECK ABOVE TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SET # NORTH EAST SOUTH WEST UNDERSIDE OF FLOOR SILL OR ROOF DECK ABOVE STANDARD MAN DOORS 101 ENTRY AREA LVT-1 WS-1 WS-1 WS-1 WS-1 WS-1 ACT-1 7 D9, D10, CEILING AS SCHED. D101.1 3'-0" X 7'-0" C ALUM. PREFIN F4 ALUM. PREFIN 3 / A6-11 T1 14 - - 1 102 CORRIDOR LVT-1 WS-1 WS-1 WS-1 WS-1 WS-1 ACT-1 7

4" MIN. D11

CEILING AS SCHED. D101.2 3'-0" X 3'-6" B WD PREFIN ------1 - - 3 103 CORRIDOR VCT-1 RB-1 PNT-4 PNT-4 PNT-4 PNT-4 ACT-1 D102.1 3'-0" X 7'-0" D H.M. PNT F2 H.M. PNT D3 D1, D2 D6, T4 2 - - 104 CONFERENCE LVT-1 WS-1 WS-1 WS-1 WS-1 WS-1 ACT-1 / PNT-6 7 - 5/8" GYP. BD. (PAINT) D9, D10, - 2x4 WD STUD FRAMING @ 24" O.C. D102.2 3'-0" X 7'-0" C ALUM. PREFIN F4 ALUM. PREFIN. 3 / A6-11 T1 14 - - 1 105 STORAGE LVT-1 RB-1 PNT-4 PNT-4 PNT-4 PNT-4 ACT-2 - 5/8" GYP. BD. (PAINT) D11 - 5/8" GYP. BD. (PAINT) - 2x4 WD STUD FRAMING @ 24" O.C. D103 3'-0" X 7'-2" A H.M. PNT F1 H.M. PNT D3 D14 T2 3 90 1 106 I.T. CLOSET LVT-1 RB-1 PNT-4 PNT-4 PNT-4 PNT-4 ACT-2 - 5/8" GYP. BD. (PAINT) D104.1 3'-0" X 7'-0" D H.M. PNT F2 H.M. PNT D5 D2, D4 D6 4 - - 107 BREAK ROOM VCT-1 RB-1 PNT-4 PNT-4 PNT-6 PNT-6 ACT-1

D104.2 3'-0" X 7'-0" D H.M. PNT F2 H.M. PNT D5 D2, D4 D6 4 - - 108 PUBLIC RESTROOM PT-1 PT-1 PNT-7 CT-1/2 PNT-7 PNT-7 ACT-2 8, 9 BASE AS SCHED. BASE AS SCHED. D105 (2) 3'-0" X 7'-2" B H.M. PNT F1 H.M. PNT D5 D4 - - 5 - - 109 SUPPLY CLOSET VCT-1 RB-1 PNT-4 PNT-4 PNT-4 PNT-4 ACT-2 FIN. FLOOR FIN. FLOOR D106 3'-0" X 7'-2" B H.M. PNT F1 H.M. PNT D5 D4 - - 6 - - 110 WORK ROOM VCT-1 RB-1 PNT-4 PNT-4 PNT-4 PNT-4 ACT-1

3 3 4 4" 4 4" D107 3'-0" X 7'-0" D H.M. PNT F2 H.M. PNT D3 D1, D2 D6, T4 2 - - 111 ACCOUNTING OFFICE VCT-1 RB-1 PNT-4 PNT-5 PNT-4 PNT-4 ACT-2 PARTNERS in Architecture, PLC 65 MARKET STREET WALL TYPE - 1 WALL TYPE - 2 D108 3'-0" X 7'-2" B H.M. PNT F1 H.M. PNT D3 D1 T3 7 - - 112 SUPERVISOR'S OFFICE VCT-1 RB-1 PNT-4 PNT-4 PNT-4 PNT-5 ACT-2 MOUNT CLEMENS, MI 48043 1 2 P 586.469.3600 1" = 1'-0" 1" = 1'-0" D109 3'-0" X 7'-2" B H.M. PNT F1 H.M. PNT D5 D4 - - 6 - - 113 SHARED RANGER OFFICE VCT-1 RB-1 PNT-4 PNT-5 PNT-4 PNT-4 ACT-2 F 586.469.3607

D111 3'-0" X 7'-2" A H.M. PNT F1 H.M. PNT D3 D14 - - 8 90 1 114 LOCKER AREA VCT-1 RB-1 PNT-4 PNT-4 PNT-4 PNT-4 ACT-1 Statement of Intellectual Property D112 3'-0" X 7'-2" A H.M. PNT F1 H.M. PNT D3 D14 - - 8 90 1 115 MALE TOILET PT-1 PT-1 CT-1/2 PNT-7 PNT-7 PNT-7 ACT-2 8, 9 REFER TO LIFE SAFETY The ideas, concepts, drawings and thoughts conveyed UNDERSIDE OF FLOOR PLAN FOR FIRE RATINGS herein are the intellectual property of PARTNERS in D113 3'-0" X 7'-2" A H.M. PNT F1 H.M. PNT D3 D14 - - 8 90 1 116 FEMALE TOILET PT-1 PT-1 PNT-7 PNT-7 CT-1/2 PNT-7 ACT-2 8, 9 OR ROOF DECK ABOVE Architecture, PLC, 65 Market Street, Mount Clemens, MI, TORNADO SHELTER PRECAST CONC. 48043 (P 586.469.3600). This set of drawings, in whole or MECH./ELEC. ROOM ROOF. REFER TO STRUCTURAL D115 3'-0" X 7'-2" B H.M. PNT F1 H.M. PNT D5 D4 T3 9 - - 117 VCT-1 RB-1 ------1 in part, may not be reproduced, without the written consent of PARTNERS in Architecture, PLC. This information is 118 HEATED MAINTENANCE BAY SC-1 -- PNT-7 PNT-7 PNT-7 FRP-1 / PNT-4 MTL-1 2, 3, 6 CEILING AS SCHED. D116 3'-0" X 7'-2" B H.M. PNT F1 H.M. PNT D5 D4 T3 9 - - protected under U.S. Copyright Law, all rights reserved. CEILING AS SCHEDULED D117 3'-0" X 7'-2" B H.M. PNT F1 H.M. PNT D5 D4 - - 2 - - 119 GENERAL STORAGE SC-1 -- PNT-7 PNT-7 PNT-7 PNT-7 MTL-1 4 © Copyright 2019 4A: - 5/8" GYP. BD. (PAINT) 120 FUEL STORAGE SC-1 -- PNT-7 PNT-7 PNT-7 PNT-7 PNT-7 4, 5 4" MIN. D118.1 3'-0" X 7'-0" A H.M. PNT F3 H.M. PNT 2 / A6-13 D16 T1 10 - - - 2x FURRING STUDS @ 24" O.C. CONSULTANT - 8" CMU WALL ------121 TOOL CRIB SC-1 -- PNT-7 PNT-7 PNT-7 PNT-7 MTL-1 4 - 5/8" GYP. BD. (PAINT) - FLUID APPLIED MEMBRANE D118.3 3'-0" X 7'-0" A H.M. PNT F3 H.M. PNT 2 / A6-13 D16 T1 10 - - 122 UNHEATED MAINTENANCE BAY SC-1 -- PNT-7 PNT-7 PNT-7 PNT-7 MTL-1 2 - 2x6 WD STUD FRAMING @ 24" O.C. 11'-4" AIR BARRIER (@ EXT. FACE) - 5/8" GYP. BD. (PAINT) - LAMINATED GYPSUM BOARD D119 3'-0" X 7'-0" B H.M. PNT F3 H.M. PNT D7 D7 - - 11 - - 4B: BASE AS - SAME AS 4A EXCEPT W/O GYP. D120 3'-0" X 7'-0" B H.M. PNT F3 H.M. PNT D7 D7 - - 12 45 SCHED. BD. & WD. FURRINGS BASE AS SCHED. TORNADO SHELTER CMU BEARING D121 3'-0" X 7'-0" B H.M. PNT F3 H.M. PNT D7 D7 - - 11 - - Room Finish General Notes: WALL. REFER TO STRUCTURAL FOR FIN. FLOOR D122.1 (2) 3'-0" X 7'-0" A H.M. PNT F3 H.M. PNT D7 D7 - - 13 - - REINFORCEMENT. A. ROOM FINISH SCHEDULE WALL ORIENTATION BASED ON PLAN NORTH - NOT TRUE NORTH

3 1 5 5 D122.2 3'-0" X 7'-0" A H.M. PNT F3 H.M. PNT 2 / A6-13 D16 T1 10 - - B. REFER TO SPECIFICATIONS FOR DETAILED INTERIOR FINISH MATERIAL INFORMATION 6 " 2 " 7 8" " 4 8 8 C. REFER TO REFLECTED CEILING PLANS AND INTERIOR ELEVATIONS FOR LOCATIONS OF MATERIALS WALL TYPE - 3 WALL TYPE - 4 D122.3 3'-0" X 7'-0" A H.M. PNT F3 H.M. PNT 2 / A6-13 D16 T1 10 - - 3 4A 4B (2) 3'-0" X 7'-0" Room Finish Key Notes: 1" = 1'-0" 1" = 1'-0" D200 B H.M. PNT F3 H.M. PNT D7 D7 T1 15 90 1 PROFESSIONAL SEAL OVERHEAD DOORS 1. EXPOSED CONCRETE BLOCK WALLS AND PRECAST CONCRETE DECK. 2. PAINTED CONCRETE BLOCK WALLS TO 3'-10" A.F.F., PAINTED GYPSUM BOARD FROM 3'-10" TO CEILING. O118.1 10'-0" X 12'-0" D H.M. PREFIN. ------1 / A6-13 D13 - - 14 - - 4 3. PROVIDE LAMINATED FIBER REINFORCED PLASTIC PANELS ON WEST WALL FROM FIN. FLOOR UP TO 3'-10", PAINT GYPSUM BOARD FROM 3'-10" TO CEILING. REFER TO LIFE SAFETY 4. PAINTED CONCRETE BLOCK WALLS UNDERSIDE OF FLOOR PLAN FOR FIRE RATINGS O118.2 12'-0" X 12'-0" D H.M. PREFIN. ------1 / A6-13 D13 - - 14 - - 4 5. FIRE RATED GYPSUM BOARD CEILING CONSTRUCTION, REFER TO CODE PLAN A0-02 OR ROOF DECK ABOVE 6. PROVIDE RUBBER BASE ON WEST WALL @ FIBER REINFORCED PLASTIC PANELS O118.3 12'-0" X 12'-0" D H.M. PREFIN. ------1 / A6-13 D13 - - 14 - - 4 UNDERSIDE OF FLOOR 7. REFER TO 17 / A8-01 FOR INTERIOR ELEVATION DETAIL OF WOOD WAINSCOTING OR ROOF DECK ABOVE O122.1 12'-0" X 14'-0" D H.M. PREFIN. ------1 / A6-13 D13 - - 14 - - 4 8. REFER TO INTERIOR ELEVATIONS FOR CERAMIC WALL TILE PATTERN 9. PORCELAIN FLOOR TILE AND CERAMIC WALL TILE IN RESTROOMS SHOULD ALIGN APPROPRIATELY O122.2 12'-0" X 14'-0" D H.M. PREFIN. ------1 / A6-13 D13 - - 14 - - 4

O122.3 12'-0" X 14'-0" D H.M. PREFIN. ------1 / A6-13 D13 - - 14 - - 4 CMU WALL. REFER TO O122.4 12'-0" X 14'-0" D H.M. PREFIN. ------1 / A6-13 D13 - - 14 - - 4 STRUCTURAL FOR Frame Types OWNER REINFORCEMENT CMU BEARING WALL, CORES 6'-0" FILLED W/ INSULATION. REFER WINDOWS & OPENINGS TO STRUCTURAL FOR 2" AS SCHED 2" 2" 3'-0" 2" 1'-0" 2" 2" AS SCHED 2" 4" 8'-0" 2'-0" 3'-8" REINFORCEMENT W101 4'-0" X 5'-4" ------F5 ALUM. PREFIN 5 / A6-21 D12 4 / A6-21 - - - - 1, 5 6" STARTER COURSE 2" 2" 2" W104.1 4'-0" X 5'-4" ------F5 ALUM. PREFIN 3 / A6-21 D9 2 / A6-21 - - - - 1, 5 4" STATE OF MICHIGAN TOP OF FIN. CONC. SLAB T.O. OF CONC. FDN. W104.2 4'-0" X 5'-4" ------F5 ALUM. PREFIN 3 / A6-21 D9 2 / A6-21 - - - - 1, 5 MG-11 3" 3" 4" 4" 6" DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET 1, 5 W104.3 4'-0" X 5'-4" ------F5 ALUM. PREFIN 3 / A6-21 D9 2 / A6-21 - - - - FACILITIES AND BUSINESS SERVICES 5 5 TORNADO RESISTANT DOOR 7 8" 7 8" ADMINISTRATION W107 4'-0" X 5'-4" ------F5 ALUM. PREFIN 3 / A6-21 D9 2 / A6-21 - - - - 1, 5 FRAME & GLAZING. REFER 7'-4" 7'-0" 7'-2" 7'-2" 7'-0" TO MANUF. SHOP DWG'S DESIGN AND CONSTRUCTION WALL TYPE - 5 WALL TYPE - 6 W111 4'-0" X 5'-4" ------F6 ALUM. PREFIN 12 / A6-21 D15 11 / A6-21 - - - - 5, 7 5 6 MG-11 FOR EXACT DIMENSIONS & STATE FACILITIES ADMINISTRATION 1" = 1'-0" 1" = 1'-0" INSTALLATION INSTRUCTIONS ROBERT C. HALL, RA, NCARB, DIRECTOR W112 4'-0" X 5'-4" ------F6 ALUM. PREFIN 12 / A6-21 D15 11 / A6-21 - - - - 5, 7

4" PROJECT NAME W113.1 4'-0" X 5'-4" ------F6 ALUM. PREFIN 12 / A6-21 D15 11 / A6-21 - - - - 5, 7 FIN FL FIN FL FIN FL FIN FL REFER TO LIFE SAFETY REFER TO LIFE SAFETY W113.2 4'-0" X 5'-4" ------F6 ALUM. PREFIN 12 / A6-21 D15 11 / A6-21 - - - - 5, 7 PLAN FOR FIRE RATINGS PLAN FOR FIRE RATINGS F1 F2 F3 F4 DNR Parks & Recreation W122.1 6'-0" X 4'-0" ------F7 ALUM. PREFIN 9 / A6-21 D15 8 / A6-21 - - - - 6 Park Headquarters & TORNADO SHELTER PRECAST CONC. TORNADO SHELTER PRECAST CONC. 4'-0" 4'-0" 6'-0" ROOF. REFER TO STRUCTURAL ROOF. REFER TO STRUCTURAL W122.2 6'-0" X 4'-0" ------F7 ALUM. PREFIN 9 / A6-21 D15 8 / A6-21 - - - - 6 Maintenance/Storage W122.3 6'-0" X 4'-0" ------F7 ALUM. PREFIN 9 / A6-21 D15 8 / A6-21 - - - - 6 Building CEILING AS SCHEDULED CEILING AS SCHEDULED 3" IG-11 2" 2" MG-11 7A: Interlochen State Park 4" MIN. 4" MIN. OPERABLE - 5/8" GYP. BD. (PAINT) - 5/8" GYP. BD. (PAINT) 4'-0" - 2x4 WD. STUDS @ 24" O.C. - 2x4 WD. STUDS @ 24" O.C. 5'-4" CASEMENT 5'-4" Interlochen, MI TORNADO RESISTANT - FLUID APPLIED MEMBRANE 2" - 8" CMU WALL PROJECT NO. DTMB: 751/16145.JAN - 2x FURRING STUDS @ 24" O.C. AIR BARRIER (@ EXT. FACE) FRAME & GLAZING. REFER 3" 11'-4" 11'-4" Door/ Openings General Notes: 2" - 5/8" GYP. BD. (PAINT) - 8" CMU WALL TO MANUF. SHOP DWG'S 7B: - 2x FURRING STUDS @ 24" O.C. A. FIELD VERIFY ALL OPENINGS PRIOR TO DOOR/FRAME FABRICATION FOR EXACT DIMENSIONS & - SAME AS 7A EXCEPT W/O GYP. - 5/8" GYP. BD. (PAINT) INSTALLATION INSTRUCTIONS 17-126 BASE AS BASE AS B. FIRE RATED LABEL DOORS AND FRAMES ARE LISTED IN MINUTES BD. & WD. FURRINGS (1) SIDE C. REFER TO SPECIFICATIONS FOR DOOR HARDWARE NOTES AND INFORMATION 8'-10" 3'-4" SCHED. SCHED. 3'-4" D. ALL TORNADO RESISTANT DOORS, GLAZING, AND FRAMES SHALL BE INSTALLED ACCORDING TO MANUFACTURER SHOP DRAWINGS. TORNADO SHELTER CMU BEARING TORNADO SHELTER CMU BEARING FIN FL FIN FL FIN FL ISSUES / REVISIONS WALL. REFER TO STRUCTURAL FOR WALL. REFER TO STRUCTURAL FOR REINFORCEMENT. REINFORCEMENT. Owner Review F5 F6 F7 1 5 1 1 5 1 50% Review 11/08/2017 4 8" 7 8" 2 8" 2 8" 7 8" 2 8" Door/ Opening Key Notes: Plan Review 01/19/2018 1. TORNADO RESISTANT DOOR / FRAME ASSEMBLY. REFER TO MANUF. SHOP DRAWINGS & DETAILS FOR INSTALLATION. WALL TYPE - 7 WALL TYPE - 8 Bidding / Construction 01/03/2019 7A 7B 8 2. NOT USED Door Types 1" = 1'-0" 1" = 1'-0" 3. PARTIAL DOUBLE ACTING SWING DOOR, HARDWARE AND INSTALLATION BY MILLWORK CONTRACTOR Addendum 1 01/16/2019 AS SCHED. AS SCHED. 4. OVERHEAD SECTIONAL GARAGE DOOR AS SCHED AS SCHED AS SCHED. 5. INSULATED GLAZING 5" 7" EQ BY MANUF. EQ 7" 7" 6. MONOLITHIC GLAZING DRAWN BY 8" 7. OPERABLE CASEMENT 8" NPR MG-11 LG-11 CHECKED BY

MG-11 DRM FULL VIEW APPROVED BY BY MANUF. 2'-0" AS SCHED. AS SCHED. AS SCHED. AS SCHED AS SCHED TORNADO TORNADO GLAZED PANEL MAM RESISTANT 2'-0" 3'-6" 3'-6" RESISTANT &/OR FIRE DOOR & SHEET NAME

FIN FL 2'-0" RATED AS 10" GLAZING SCHEDULED Schedules, Door, A B C D E Frame, & Wall Types

SHEET NO. A0-03

P:\2017\17-126-SOM Interlochen State Park HQ\02_CAD\A0-03-Schedules.dwg, 1/16/2019 9:41:58 AM, NRingholz P:\2017\17-126-SOM Interlochen State Park HQ\02_CAD\A3-01_Floor Plan.dwg, 1/16/2019 9:41:09 AM, NRingholz AM, 9:41:09 1/16/2019 Plan.dwg, HQ\02_CAD\A3-01_Floor Park State Interlochen P:\2017\17-126-SOM

7'-0" 3'-7 1/4" 7'-0" FIN. FACE OF GYP. 3'-6" MIN. 6'-0" 4 1/4" TA-12 TA-11 4" TA-2 TA-3 TA-9 TA-9 TA-3 TA-1 TA-2 TA-1 TA-7 3'-1" TA-7 MIN. 8" 2 1/4" 4'-0" 8'-0" A3-01 EQ

N N 1'-3" 1'-3" 6 MIN. MIN. 1'-6" 2'-0" 1'-6" 1'-6" 16 A3-01 A3-01 3 1/2" 7A 7B 8 8 2 3 3'-9 1/4" A8-01 3/4" = 1'-0" Typ. Bollard Detail 15 13 EQ 1 FEMALE TLT. D108 3 1/2" MALE TLT. 3 8 8 3 14 16 115 116 8'-3 1/2" 8'-3 1/2" 1/4" = 1'-0" Staff Restrooms 1/4" = 1'-0" Public Restroom A8-01 1 FD FD A8-01 5 7 2 13 15 RESTROOM 7'-5" 3'-9 1/4" PUBLIC 6 108 2 14 3'-0" 3'-0" D115 D116 2 FILL STL PIPE W/ CONC PROVIDE EXP JT FILLER AND TRAFFIC GRADE CONC FOOTING - 3000 PSI CIVIL FOR TYPE AND ELEVATION. SEALANT AT CONC PAVING. TOP OF PAVING / GRADE - REFER TO PNT TRAFFIC YELLOW PAINT TRAFFIC YELLOW. ROUND OFF TOP OF PIPE W/ CONC FILL . 6"Ø x 1/2" THICK GALV STEEL PIPE - 3 1 2 2 17 TA-8 TA-6 TA-5 TA-5 TA-6 TA-8 TA-4 TA-4 TA-9 TA-11 TA-12 TA-9

1'-6" 1'-6" 3 6 TA-8 TA-6 TA-5 TA-3 TA-7 TA-1 TA-2 TA-4 TA-9

60" ABOVE FINISH FLOOR

3 3 8" 8" 1 A6-01 (MIN) (MIN) 5 8" 6" (MIN) 1 8"

50'-6"

12'-6" 38'-0" A3-01

2'-4" 6'-0" 4'-2" 6'-4" 4'-0" 8'-8" 4'-0" 15'-0" 5 RESTROOM 20 2'-0" 10'-6" 6" = 1'-0" Sign Type "B" W104.2 W104.3 A6-01 ±7" FACE OF STONE TO FACE OF CMU, TYP. 12 14 SUPPLY CLOSET 5

D105 8" 8'-5" 105 A3-21 22 10'-7" 7 W104.1 4'-0" 16'-5" 2'-0" 26'-8" 8'-3" 19'-11" 20'-5" 18'-0" 1 CONFERENCE A3-21 6 104 7'-1" 6'-0" I.T. CLOSET 21 1'-7 1/2" 106 23 12 11 7'-0"

1 1 7'-0" SQ., TYP. D104.1 D106 D104.2 D101.1 1 10 ENTRY AREA

101 D101.2 D102.2 A3-01 A8-01 CORRIDOR 9'-4" LETTERING USE TYPE REQUIRED PER CURRENT RAISED SYMBOL AS RAISED GENDER SYMBOL - COORDINATE W/ SCHEDULE TO SCHEDULE FOR ROOM ANSI STANDARDS - REFER FRAME 3

7'-4" 6'-0"

ARCH. ELEV. ARCH. 16 102 15'-0"

A8-01 A8-01 9 1, 2, 3 100'-0" A3-21 1 2 8

3 ARCH. ELEV. W101

D102.1 100'-0" D108 D107 RESTROOM PUBLIC 8 108 8'-0" FINANCE 7'-7" OFFICE 109 13'-2" 18 W111 68'-2" 4'-0" 11'-0" ACCOUNTING 26'-0" OUDOOR PATIO 60" ABOVE FINISH FLOOR 14'-1" D109 6'-3" 111

- 8" 1 6'-1" 1

7'-4" D111 6'-0" 13'-10" 14'-8" 3 3 WORK ROOM BREAK ROOM 8" 8" SUPERVISOR

21 1

4'-0" (MIN) (MIN) W107 13'-11 1/2" 110 8"

1 5 51'-9" 107

D112 14'-1 1/2" A8-01 8" 6" (MIN) 112 10 4'-0" 4'-0" 4'-0" 11'-0" W112 A3-01 A8-01 7 4 8 2 11 3'-10 1/2" 1 20 12 11'-10" 1 14'-0" 7'-3" CORRIDOR A3-01 103 4 13'-9" 1 D113 7B FEMALE TLT. MALE TLT. 20 8'-3 1/2" WOMEN 115 116 24'-7" W113.1 4'-0" 6" = 1'-0" Sign Type "A" RANGER OFFICE 10'-8 3/4" MECH./ELEC. 17'-1 1/2" SHARED D115 D116 ROOM 2'-8" 17'-6" 113 19 117 LOCKER AREA W113.2 8" 4'-0" 5'-6" A8-01 A6-01 114 2 4 15 15 2'-4" 8'-1" 8 3 6 3'-6" 8 12 3'-0" 2'-7" D117 1 1'-1" 12 1'-1" 3'-6" D103 1'-5" 4A 4B D118.1 3'-4" 2 RAMP UP 1 7'-9" 1:12 MAX. 4'-0" SQ. ARCH. ELEV. 15'-2" 13'-6" 22 21 25 2 6'-0" ARCH. ELEV.100'-0" 16'-4" 24 5'-0" SQ., TYP. 5 99'-6" LETTERING USE TYPE REQUIRED PER CURRENT RAISED SYMBOL AS RAISED GENDER SYMBOL - COORDINATE W/ SCHEDULE TO SCHEDULE FOR ROOM ANSI STANDARDS - REFER FRAME 162'-7" 5'-0" SQ., TYP. 162'-7" N 12 SLOPE 2% MAINTENANCE BAY 10'-0" O118.1 13 1 HEATED D118.3 3'-4" 118 1/8" = 1'-0" Floor Plan 43'-5" 43'-5" 5'-1" 4'-0" 30'-0" SLOPE 2% SLOPE 2% FLOOR PLAN KEY NOTES: 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 O118.2 13 F.F. SPIGOT - REFER TO PLUMBING MECHANICAL. PLAN DETAILS ON SHEET A3-21 FRAMING AS NECESSARY IF AN ALTERNATE IS USED. DIMENSIONS SHOWN ARE BASED ON KOHLER K-12100-C. PRE-MANUFACTURED SHOWER INSERT. FRAMING FACE. SEE DETAIL 6 / A3-01. DOOR, (1) EA. SIDE ON BOTH THE INTERIOR AND EXTERIOR FROST PROTECTED SLAB ENTRY AREA MILLWORK - REFER TO INT. ELEVATIONS PLUMBING PRE-MANUF. DUAL HEIGHT DRINKING FOUNTAIN - REFER TO KITCHENETTE - REFER TO INT. ELEVATIONS DOWN @ 12:1 SLOPE MAX. TOWARDS DOOR PRE-MANUF. METAL LOCKERS - REFER TO ELEVATIONS AND CEMENT BOARD SIDING) TO FINISH EXTERIOR FACE OF CMU CONTRACTOR IS RESPONSIBLE FOR MODIFYING WOOD STUD CONC. SIDEWALK. SEE CIVIL SITE PLAN. GRADE. SIMILAR TO CIVIL CONC. SIDEWALK DETAIL. CONC. PATIO SLAB, BROOM FINISH, SLOPE PLAN NORTH TO 5' x 5'-6" CONCRETE LANDING @ FIN. FL. ELEVATION. RAMP GARAGE FLOOR DRAIN - REFER TO PLUMBING GARAGE UTILITY SINK - REFER TO PLUMBING STORM SHELTER WALL (FIBER CEMENT BOARD SIDING). SEE SIGN TYPE "B", SEE DETAIL 5 THIS PAGE SIGN TYPE "A", SEE DETAIL 4 THIS PAGE SPECIFICATIONS SLOPE 2% WORK SURFACE MILLWORK - REFER TO INT. ELEVATIONS WALL MOUNTED SHELVING & MOP/BROOM RACK, TA-13 TORNADO IMPACT RESISTANT AIR INTAKE LOUVER. REFER TO ALIGN FINISH EXTERIOR FACE OF WOOD STUD WALL (FIBER TRAFFIC BOLLARDS. PROVIDE (4) @ EA. OVERHEAD GARAGE JANITOR'S UTILITY SINK - REFER TO PLUMBING 4 4 12'-0" 12'-0" O118.3 13

4'-0" 3'-0" 6'-8" A6-01 51'-4" 4'-0" 3 3'-4" 5'-0" 4" D120 FUEL STORAGE GEN. STORAGE 5 5 5 5 TOOL CRIB 120 119 121 A3-21 A3-21 12'-4" 8 9

15'-8" D119 D121 15'-8"

12'-8" 9'-4" 8'-8" 26'-8" 25 24 23 22 21 D122.1 PROVIDE 24"x24" INSULATED ATTIC ACCESS PANEL, REFER MIN. ON BOTH HORIZONTAL & VERTICAL SURFACES PAINT EDGE OF CONCRETE STEP / RAMP TRAFFIC YELLOW. 3" 4' x 6' WALL MOUNTED MARKERBOARD 4' x 6' WALL MOUNTED TACKBOARD WALL MOUNTED PROJECTION SCREEN TO 4 / A6-12 6 6 12'-0" 12'-0" O122.1 O122.3 SLOPE 2% 13 13 51'-0" 51'-0" A6-01 4'-0" 2

32'-0" SLOPE 2% SLOPE 2% 4'-0" MAINTENANCE BAY UNHEATED SLOPE 2% 4 4 13 122 12'-0" 12'-0" O122.2 O122.4 13 FLOOR PLAN GENERAL NOTES: F. E. D. B. G. C. TOILET ROOM ACCESSORIES: A. TA-13: WALL MOUNTED JANITOR'S CLOSET SHELF TA-12: SHOWER CURTAIN, ROD, & HOOKS TA-11: PRE-MANUF. ADA COMPLIANT SHOWER INSERT TA-10: TA-9: TA-8: TA-7: TA-6: TA-5: TA-4: TA-3: TA-2: TA-1: 12 REFER TO CODE PLAN FOR LOCATIONS OF FIRE EXTINGUISHERS FIRE RATED PARTITIONS ARE INDICATED ON CODE PLANS. REFER TO STRUCTURAL DRAWING FOR BEARING WALLS, PROVIDED, REQUEST A CLARIFICATION FROM THE ARCHITECT. DO NOT SCALE DRAWINGS. USE DIMENSIONS PROVIDED. IF A BULLNOSED. LOUVER OPENINGS IN WALLS AND FLOORS WITH MECHANICAL CONSTRUCTION. COLUMN SIZES AND LOCATIONS. CONFLICT IS ENCOUNTERED OR A REQUIRED DIMENSION NOT OPENINGS ACCORDING TO STRUCTURAL. COORDINATE SIZE AND LOCATION OF ALL DUCT, SHAFT ALL EXPOSED CORNERS OF MASONRY BLOCK ARE TO BE AND ELECTRICAL. PROVIDE ALL REQUIRED LINTELS FOR ACTUAL THICKNESS. THICKNESSES ARE SHOWN NOMINAL - SEE WALL TYPES FOR ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OF WALL. WALL 5'-0" SQ., TYP. 5'-0" SQ., TYP. / CABINETS TO BE SEMI-FLUSH. REFER WALL FREE STANDING WASTE RECEPTACLE - NOT SHOWN. UNDER LAVATORY GUARD PAPER TOWER DISPENSER COAT HOOK 18" GRAB BAR - VERTICAL SOAP DISPENSER 24"W X 48"H MIRROR 36" GRAB BAR 42" GRAB BAR TOILET TISSUE DISPENSER

2'-8" 59'-4" 2'-8"

ARCH. ELEV. ARCH. 99'-6"

D122.3 D122.2 3'-4" 4'-8" 3'-4" 1'-4" 1'-4" W122.1 W122.2 W122.3

10'-4" 6'-0" 11'-0" 6'-0" 11'-0" 6'-0" 10'-4"

60'-8" Details Floor Plans & MAM DRM NPR STATE OF MICHIGAN DRAWN BY ISSUES / REVISIONS PROJECT NO. PROJECT NAME PROFESSIONAL SEAL in part, may not be reproduced, without the written consent CHECKED BY STATE FACILITIES ADMINISTRATION OWNER CONSULTANT © Copyright 2019 protected under U.S. Copyright Law, all rights reserved. herein are the intellectual property of PARTNERS in F 586.469.3607 P 586.469.3600 MOUNT CLEMENS, MI 48043 A3-01 SHEET NO. SHEET NAME of PARTNERS in Architecture, PLC. This information is 48043 (P 586.469.3600). This set of drawings, in whole or Statement of Intellectual Property 65 MARKET STREET APPROVED BY Addendum 1 ROBERT C. HALL, RA, NCARB, DIRECTOR DESIGN AND CONSTRUCTION FACILITIES AND BUSINESS SERVICES MANAGEMENT AND BUDGET DEPARTMENT OF TECHNOLOGY, Architecture, PLC, 65 Market Street, Mount Clemens, MI, The ideas, concepts, drawings and thoughts conveyed Bidding / Construction Plan Review 50% Review Owner Review 17-126 Interlochen, MI Interlochen State Park Building Maintenance/Storage Park Headquarters & DNR Parks & Recreation ADMINISTRATION PARTNERS in Architecture, PLC DTMB: 751/16145.JAN 01/16/2019 01/03/2019 01/19/2018 11/08/2017 17 18 2 16 8 2 3 4 12 5 10 20 1 6 15 9 8 5 13 3 4 12 14 7 19 2 EXTERIOR ELEVATION GENERAL NOTES: EXTERIOR ELEVATION KEY NOTES: 12 12 A. REFER TO SPECIFICATIONS FOR DETAILED PRODUCT 6 6 1'-5" 6" 2'-0" 1 PROW GABLE END - REFER TO BUILDING SECTIONS FOR DETAILS & INFORMATION AND FINISH REQUIREMENTS. MATERIALS AND 6"x12" ROUGH SAWN CEDAR BEAM, DIMENSIONAL INFORMATION. COLORS MENTIONED HERE ONLY EXPRESS DESIGN INTENT. 12 STAIN STN-1 2 1" x 5-1/2" WOOD GRAIN FIBER CEMENT EDGE TRIM BOARDS @ ALL B. ALL GABLE ROOF END EAVES/OVERHANGS SHALL BE STANDARD 6 12 SIMPSON OUTDOOR ACCENTS APT6 EXTERIOR CORNERS 12 6 T-STRAP CONNECTION W/ MATCHING FRAMING EXCEPT WHERE KEY NOTES EXPLICITLY CALL OUT 6 PROW GABLE END FRAMING. REFER TO ROOF PLAN AND WOOD SCREWS & WASHERS 3 PRECAST LIMESTONE SILL BUILDING/WALL SECTIONS FOR DIMENSIONS AND DETAILS. HIGH BAY TRUSS BEARING 6"x6" ROUGH SAWN CEDAR BRACKET, STAIN 4 FULL WYTHE NATURAL STONE VENEER 115'-8 1/2" 45° 1'-0" STN-1. ATTACH W/ SIMPSON OUTDOOR C. REFER TO FLOOR PLAN & SCHEDULES FOR ALL DOOR AND ACCENT WOOD SCREWS & WASHERS WINDOW OPENING INFORMATION 5 1" x 5-1/2" WOOD GRAIN FIBER CEMENT TRIM BOARDS FLANKING 3'-8 1/2" T.O. CONC. STORM SHELTER 112'-0" BOTH SIDES OF ALL WINDOWS AND GLAZING 6"x6" ROUGH SAWN CEDAR COLUMN, D. FOR ALL FIBER CEMENT BOARD TRIM AND BATTEN STRIPS TO STAIN STN-1 HAVE EXPOSED CUT EDGES, PREP PAINTED FINISH PRIOR TO 6 1" x 9-1/4" WOOD GRAIN FIBER CEMENT TRIM BOARD CAP ABOVE PRECAST STONE SILL INSTALLATION PER MANUFACTURER'S INSTALLATION AND ALL WINDOWS AND GLAZING, PROVIDE 2" OVERHANG BEYOND WARRANTY REQUIREMENTS. NATURAL STONE VENEER FLANKING TRIM BOARDS 12'-0" E. ELEVATIONS HAVE BEEN IDENTIFIED BASED UPON PLAN NORTH, 7 ROUGH SAWN CEDAR WOOD BEAM, COLUMN, & BRACKETS, STAIN NOT TRUE NORTH. FINISH. SEE BRACKET DETAIL THIS PAGE. FULL WYTHE NATURAL STONE VENEER BASE, REFER TO SECTION DETAILS. PARTNERS in Architecture, PLC HEADQUARTERS FIN. FLOOR 100'-0" 65 MARKET STREET 8 1" x 9-1/4" WOOD GRAIN FIBER CEMENT TRIM BOARDS @ ALL ROOF MOUNT CLEMENS, MI 48043 EAVES (PRE-FINISHED WHITE) P 586.469.3600 F 586.469.3607 9 7" STRAIGHT EDGE SHINGLE FIBER CEMENT SIDING Statement of Intellectual Property 4 West Elevation 6 Column/Beam Front Elevation 10 1" x 9-1/4" WOOD GRAIN FIBER CEMENT ACCENT TRIM BOARDS @ SIDING MATERIAL CHANGES The ideas, concepts, drawings and thoughts conveyed A3-01 1/8" = 1'-0" A5-01 1/8" = 1'-0" herein are the intellectual property of PARTNERS in 11 Architecture, PLC, 65 Market Street, Mount Clemens, MI, 12" VERTICAL BATTEN BOARD FIBER CEMENT SIDING 48043 (P 586.469.3600). This set of drawings, in whole or in part, may not be reproduced, without the written consent 2 15 5 6 18 17 16 5 6 11 5 6 19 13 2 12 9-1/4" WOOD GRAIN HORIZONTAL LAP FIBER CEMENT SIDING of PARTNERS in Architecture, PLC. This information is protected under U.S. Copyright Law, all rights reserved. 13 CONTINUOUSLY VENTED FIBER CEMENT SOFFIT © Copyright 2019 14 1" x 9-1/4" WOOD GRAIN FIBER CEMENT FASCIA BOARD 6" CONSULTANT 15 PROVIDE RIDGE VENTING @ ROOF PEAKS PER ROOF PLAN

16 ASPHALT SHINGLE ROOFING FASCIA & ROOF CONSTRUCTION, REFER 8" BURNISHED CONC. BLOCK TO SECTIONS 17

HIGH BAY TRUSS BEARING 6"x6" ROUGH SAWN CEDAR, STAIN STN-1 18 PRE-FINISHED METAL SILL 115'-8 1/2"

1'-9" 6"x12" ROUGH SAWN CEDAR, STAIN STN-1 19 6" ALUMINUM BOX GUTTER W/ GUTTER GUARD, DOWNSPOUTS & SPLASH BLOCKS (PAINT DARK GRAY) FIBER CEMENT TRIM AND SIDING, BEYOND. PROVIDE 12" CLEAR SPACE BETWEEN 20 ROUGH SAWN CEDAR DECORATIVE KING POST BRACKET, STAIN FACE OF SIDING TO FACE OF CEDAR. 12" FINISH. SEE DETAIL THIS PAGE.

16'-2 1/2" WALL MOUNT EXHAUST FAN. REFER TO MECHANICAL. PROVIDE PROFESSIONAL SEAL PREFINISHED ALUM. TRIM FLASHING, COORDINATE WITH SIDING INSTALLATION.

22 EXTERIOR AIR HANDLER. REFER TO MECHANICAL. MAINT. BAY FINISH FLOOR 99'-6" 23 MECHANICAL LOUVER. REFER TO MECHANICAL. 10'-9" 24 BUILDING MOUNTED SIGNAGE. 8'-8" FROM TOP OF TEXT ABOVE FINISH FLOOR. "INTERLOCHEN STATE PARK" SHALL BE 8" TALL, BOLD TEXT. "HEADQUARTERS BUILDING" SHALL BE 6" TALL, STANDARD 3 East Elevation 5 Decorative King Post Bracket Elevation TEXT. CENTURY GOTHIC TEXT STYLE. PROVIDE 24" DIAMETER A3-01 1/8" = 1'-0" A5-01 1/8" = 1'-0" COLORED DNR SEAL ABOVE TEXT. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

OWNER 3 2 1 16 15 12 5 6 3 7 4 2 1 8 9 10 14 24 23 6 5 12 19 5 6 16 3 4 13 23 6 5 6 15 2 17 13 11 5 6 16 21 5 6 5 19 2 8 21 18 11 17 5 6 15 5 6 5 14 13 19 2

12 12 6 6 STATE OF MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET FACILITIES AND BUSINESS SERVICES ADMINISTRATION

12 12 HIGH BAY TRUSS BEARING DESIGN AND CONSTRUCTION 115'-8 1/2" STATE FACILITIES ADMINISTRATION 6 6 ROBERT C. HALL, RA, NCARB, DIRECTOR

3'-8 1/2" T.O. CONC. STORM SHELTER 112'-0" PROJECT NAME

INTERLOCHEN STATE PARK DNR Parks & Recreation HEADQUARTERS BUILDING Park Headquarters & 12'-0" Maintenance/Storage Building

6" HEADQUARTERS FINISH FLOOR 100'-0" Interlochen State Park MAINT. BAY FINISH FLOOR 99'-6" Interlochen, MI

PROJECT NO. DTMB: 751/16145.JAN 2 South Elevation A3-01 1/8" = 1'-0" 17-126

ISSUES / REVISIONS 2 19 13 8 5 6 5 6 15 5 18 21 17 14 11 2 5 6 16 5 19 11 13 17 18 22 2 23 3 4 12 15 16 5 6 19 23 5 6 15 3 4 13 1 2 Owner Review 50% Review 11/08/2017 Plan Review 01/19/2018 12 12 Bidding / Construction 01/03/2019 6 6 Addendum 1 01/16/2019

DRAWN BY NPR HIGH BAY TRUSS BEARING 115'-8 1/2" CHECKED BY

3'-8 1/2" T.O. CONC. STORM SHELTER DRM 112'-0" APPROVED BY MAM

SHEET NAME 12'-0" Exterior

6" HEADQUARTERS FINISH FLOOR Elevations 100'-0" MAINT. BAY FINISH FLOOR 99'-6"

1 North Elevation SHEET NO. A3-01 1/8" = 1'-0" A5-01

P:\2017\17-126-SOM Interlochen State Park HQ\02_CAD\A5-01_Elevations.dwg, 1/16/2019 9:43:24 AM, NRingholz