Ohio City Town Hall\Drawings\140519

$Ohio City Town Hall\Drawings\140519$

General Notes Rehabilitation Notes The Secretary of the Interior's Standards for the Treatment of Historic Properties 1.) DO NOT SCALE DRAWINGS. REPORT ANY DIMENSIONAL DISCREPANCIES TO THE ARCHITECT. Standards for Rehabilitation

2.) ALL WORK SHALL COMPLY WITH THE 2009 INTERNATIONAL BUILDING CODE, 1. A property will be used as it was historically or be given a new use that requires 2009 INTERNATIONAL EXISTING BUILDING CODE, 2003 ICC/ANSI A117.1 minimal change to its distinctive materials, features, spaces, and spatial relationships. ACCESSIBILITY CODE, GUNNISON COUNTY LAND USE RESOLUTION, AND ANY OTHER APPLICABLE STATE AND LOCAL CODES AND REGULATIONS. 2. The historic character of a property will be retained and preserved. The removal of distinctive materials or alteration of features, spaces, and spatial relationships that 3.) FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO OHIO CITY TOWN HALL characterize a property will be avoided. CONSTRUCTION. 3. Each property will be recognized as a physical record of its time, place, and use. 4.) DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, CENTERLINE OF Changes that create a false sense of historical development, such as adding conjectural TIMBER UNLESS NOTED OTHERWISE. features or elements from other historic properties, will not be undertaken. OHIO CITY, COLORADO 5.) REFERENCE ELEVATIONS AND BUILDING SECTIONS FOR ALL EXTERIOR WALL 4. Changes to a property that have acquired historic significance in their own right will be FINISHES. retained and preserved.

6.) FINISH FLOOR ELEVATIONS ARE SHOWN AS AN ARCHITECTURAL DATUM. 5. Distinctive materials, features, finishes, and construction techniques or examples of REFERENCE SITE PLAN FOR ACTUAL ELEVATION REFERENCE. craftsmanship that characterize a property will be preserved. 7.) COORDINATE ALL ELECTRICAL AND MECHANICAL WIRING, PIPING, DUCTS, PHASE 1 - FOUNDATION 6. Deteriorated historic features will be repaired rather than replaced. Where the severity ETC TO FIT WITHIN CEILINGS, WALLS, AND DEDICATED CHASES. of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and, where possible, materials. Replacement of missing 8.) PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. features will be substantiated by documentary and physical evidence. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO: TOILET ACCESSORIES, CEILING AND WALL MOUNTED ELECTRICAL FIXTURES, SHELVES, CABINETRY AND 7. Chemical or physical treatments, if appropriate, will be undertaken using the gentlest STABILIZATION AND ELECTRICAL CASEWORK, BUILT-INS, DRAPERY RODS, COUNTER TOPS, AND FALSE BEAMS. means possible. Treatments that cause damage to historic materials will not be used.

9.) COORDINATION OF BUILDING INSPECTIONS IS THE RESPONSIBILITY OF THE 8. Archeological resources will be protected and preserved in place. If such resources CONTRACTOR. ANY SPECIAL INSPECTIONS REQUIRED BY THE BUILDING must be disturbed, mitigation measures will be undertaken. INSPECTOR ARE THE RESPONSIBILITY OF THE OWNER. UPGRADES 9. New additions, exterior alterations, or related new construction will not destroy historic 10.) ONE COPY OF STAMPED CONSTRUCTION DOCUMENTS APPROVED BY THE materials, features, and spatial relationships that characterize the property. The new work BUILDING OFFICIAL SHALL BE KEPT AT THE SITE OF WORK FOR INSPECTION BY will be differentiated from the old and will be compatible with the historic materials, THE AUTHORITIES HAVING JURISDICTION AT ALL TIMES. features, size, scale and proportion, and massing to protect the integrity of the property and its environment. 11.) DEFERRED SUBMITTALS INCLUDING , MECHANICAL AND ELECTRICAL DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR 10. New additions and adjacent or related new construction will be undertaken in such a APPROVAL PRIOR TO CONSTRUCTION. manner that, if removed in the future, the essential form and integrity of the historic PERMIT DOCUMENTS property and its environment would be unimpaired. 12.) STRUCTURE SHALL NOT BE OCCUPIED UNTIL A CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED BY THE BUILDING INSPECTOR. Standards for Reconstruction 1. Reconstruction will be used to depict vanished or non-surviving portions of a property ISSUE 1 - JULY 7, 2014 when documentary and physical evidence is available to permit accurate reconstruction with minimal conjecture, and such reconstruction is essential to the public understanding of the property.

2. Reconstruction of a landscape, building, structure, or object in its historic location will be preceded by a thorough archeological investigation to identify and evaluate those Graphic Symbols features and artifacts which are essential to an accurate reconstruction. If such resources must be disturbed, mitigation measures will be undertaken. DOOR NUMBER - REFER TO DOOR SCHEDULE FOR DOOR INFORMATION, DETAILS, FIRE RATING, AND HARDWARE TYPE 3. Reconstruction will include measures to preserve any remaining historic materials, features, and spatial relationships. WINDOWS & LOUVERS - REFERENCE WINDOW SCHEDULE LABELED DIMENSIONS IN WIDTH/HEIGHT IN FEET/INCHES 4. Reconstruction will be based on the accurate duplication of historic features and "2040" EQUALS 2'-0" WIDE, 4'-0" TALL FRAME OPENING elements substantiated by documentary or physical evidence rather than on conjectural designs or the availability of different features from other historic properties. A reconstructed property will re-create the appearance of the non-surviving historic property 8503 COUNTY ROAD 76 COUNTY 8503 DETAILS, SECTIONS, & ENLARGED PLANS in materials, design, color, and texture. AND ELECTRICAL UPGRADES FOR THE FOR UPGRADES ELECTRICAL AND 5. A reconstruction will be clearly identified as a contemporary re-creation. PHASE FOUNDATION - STABILIZATION 1 OHIOCOLORADO CITY, 81237 ASSEMBLY TYPES - FLOOR, WALL, CEILING, AND ROOF TYPES 6. Designs that were never executed historically will not be constructed. OHIO CITY TOWN HALL TOWN CITY OHIO

KEYNOTES - REFERENCE APPLICABLE SCHEDULES AND TABLES

REVISION TAG - REFER TO ISSUE DATE AND REVISION NUMBER IN SHEET OR DETAIL TITLE BLOCK FOR MOST RECENT REVISION Contract Info

Owner Architect Gunnison County Benjamin White, AIA Public Works Department Ben White Architecture 195 Basin Park Drive 148 Elcho Ave. #3 Gunnison, CO 81230 Crested Butte, CO 81224 Area Map 970-641-0004 970-349-5378 [email protected] Owner’s Representative Rachel Magruder Archaeologist Gunnison County Attorney’s Office Alpine Archaeological Consultants, Inc. 200 East Virginia Avenue 900 South Townsend Avenue Gunnison, CO 81230 Montrose, CO 81401 ISSUE LOG 970-641-7616 970-249-6761 8503 COUNTY ROAD 76 [email protected] [email protected] A 5/20/14 BID DOCUMENTS OHIO CITY, COLORADO 1 7/07/14 PERMIT DOCUMENTS

OHIO CITY

Scope of Work Site Address PHASE 1 - MAY 2014 SCOPE OF WORK * VIEW OF SOUTHWEST CORNER, 114 Miners Avenue PROPOSED CONSTRUCTION T1.1 - Foundation Stabilization. 8503 County Road 76 NORTH Ohio City, CO 81237 1.) OWNER PROVIDED WORK - The Owner will remove existing front deck and "donor 15.) Contractor shall remove and repair the existing, historic crawlspace access door. T1.3 - Interior Structural Rehabilitation. Lot 24, Block 16 Mount door to new wood frame and refurbish or supply new door hardware as necessary. Parcel Number: 3695-262-02-006 named" deck boards 5 days before construction commences. Owner will store materials in a safe location for reinstallation at the end of the project. The Design Intent for this scope of work is to remove the non-historic log columns in the interior Effective Year Built: 1906 16.) Install electrical conduit as described in Section T1.2. of the Town Hall. The existing non-historic roof trusses can be reinforced to suspend the historic Existing Net Area: 1,452 2.) OWNER PROVIDED WORK - The Owner will disconnect overhead electrical utilities. ceiling rafters. The interior columns can then be removed and the floor and ceiling finishes 17.) Reinstall or replace exterior sheathing and reinstall pressed metal panel siding. repaired. 3.) Contractor shall be responsible for temporary power and facilities. 18.) OWNER PROVIDED WORK - Owner will provide materials for a small timber 1.) Add single-sided nailed plywood gusset plates to wood truss connection points. 4.) Contractor shall remove bottom 36" to 48" of metal panel siding and wood retaining wall at the south crawlspace entrance. Contractor will install the retaining sheathing in a manner to preserve the material for re-installation. Protect the exposed wall. 2.) Remove portion of the existing tin ceiling finish to access the work area. Remove tin carefully wood floor from weather. and in a manner to allow for reinstallation. 19.) OWNER PROVIDED WORK - Owner will provide additional backfill material and 5.) Contractor shall disconnect and remove the existing wood stove. Store stove in a place backfill around the building perimeter. Grade shall slope away from the 2.) Install wood beam in attic space and extend threaded rods through existing roof cavity. Location Map safe, protected location. Reinstall wood stove and connect flue at end of the project. structure. No more than 6" of concrete stem wall shall be exposed above grade. Sheet Index - 1 3.) Remove portions of the wood sheathing on the underside of the ceiling rafters. Attach the 20.) OWNER PROVIDED WORK - Owner will provide materials and labor for all threaded rods to a continuous steel channel flush with the existing wood sheathing. 6.) Investigate condition of existing rim joist, floor and wall framing members for A0.1 COVER SHEET concrete flatwork, ADA Parking Slab and support slabs. Owner will install all deck piers, (Approximately 3/4" thick.) damage and deterioration. Sister or replace damaged structural members. A0.2 SITE PLAN & CODE REVIEW deck framing, deck boards, floor grates, handrails, lamp post base and lamp fixture. COVER SHEET A1.1 EXISTING CONDITIONS 4.) Adjust the threaded rods to support the ceiling. 7.) OWNER WILL ENLIST AND PAY for services by registered archaeologist to monitor A2.1 EXISTING ELEVATIONS any below-grade work. It is the responsibility of the Contractor to coordinate the A7.1 DETAILS T1.2 - Electrical Distribution 5.) Remove interior columns and beam and level ceiling. Temporary patch and repair flooring as excavation schedule with the Owner and Archaeologist. Provide excavation schedule T1.1 FOUNDATION STABILIZATION necessary. 10 days in advance and alert Owner and Archaeologist 24 hours prior to excavation T1.2 ELECTRICAL DISTRIBUTION 1.) Remove existing electrical distribution system, lights, and fans. with any delays, weather, etc. T1.3A INTERIOR STRUCTURAL REHABILITATION T1.3B INTERIOR STRUCTURAL REHABILITATION 8.) Utilizing an experienced subcontractor, shore the building as necessary and carefully 2.) While exterior sheathing is off, install electrical conduit and outlets in stud walls. lift to an elevation sufficient to remove and replace the concrete foundation. The MC cable is an acceptable alternative. Cut in new outlet boxes. PROJECT General Contractor is responsible for the safety and welfare of the building while in an LOCATION elevated position. 3.) Install new electrical distribution system in wall cavities. Includes new breaker GUNNISON panel, wiring, conduit or MC cable, outlets, lighting junction boxes, and switches. PROJECT NO. : 120227 9.) Contractor shall remove remnants of the existing foundation with the exception of 4.) Install new ceiling lights and fans, new exit lights, and new emergency light fixtures. OHIO the existing concrete cellar. PROJECT DATE: 4/17/12 CITY 10.) Contractor shall remove loose debris from the interior of the existing crawlspace. 5.) Add recessed fire extinguishers and fire extinguisher cabinets. NORTH SHEET NUMBER: 11.) Contractor shall excavate and install a new concrete foundation. 6.) Furnish conduit, wiring and switching for a new post lantern adjacent to entry door.

12.) OWNER PROVIDED MATERIALS - At the Contactor's request, the Owner will 7.) Install smoke detector and carbon monoxide detectors. deliver structural fill material (Class 6) to the site at no charge to the project. 8.) OWNER PROVIDED WORK - Owner will furnish concrete base and post lantern A0.1 fixture.

7/5/2014 7:14:36 PM 7:14:36 7/5/2014 13.) All excavation work shall be performed under the supervision of an Archaeologist. 9.) OWNER PROVIDED WORK - Owner will reconnect the electrical utilities. 14.) Replace mud sill. Lower, level and secure the building to the new foundation. Code Summary Site Notes APPLICABLE BUILDING CODES 1.) THIS DRAWING IS NOT A SURVEY. 2009 INTERNATIONAL BUILDING CODE (IBC) 2009 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2.) THE LOCATION AND DEPTH OF UTILITIES 2011 NATIONAL ELECTRICAL CODE (NEC) ARE NOT DETAILED ON THIS SHEET. ALL 2009 INTERNATIONAL MECHANICAL CODE (IMC) UTILITIES SHALL BE LOCATED PRIOR TO THE SECRETARY OF THE INTERIOR STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES (STHP) START OF CONSTRUCTION. 2003 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ADA) 2006 GUNNISON LAND USE RESOLUTION (LUR) 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETURNING ALL DISTURBED AREAS TO GENERAL BUILDING INFORMATION THEIR ORIGINAL CONDITION. DRIVE WAY FOUNDATION: RUBBLE CONCRETE APPROXIMATELY 8” BELOW GRADE WITH A FULL CONCRETE CRAWLSPACE AT THE 4.) NEW DRIVE AND DRIVEWAY REPAIR SHALL SOUTHEAST CORNER. CRAWLSPACE VARIES IN HEIGHT FROM 12” TO 0”. BE 6" CL 6 BASE COURSE. STRUCTURE: WOOD FRAME FLOOR, WALLS AND CEILING. 1x6 SHEATHING COVERED IN METAL PANEL OR WOOD BOARD AND BATTEN SIDING. EXISTING SLOPED ROOF TO THE NORTH HAS BEEN ENCLOSED BY A NEW ROOF STRUCTURE. 5.) NO DRIVEWAY CHANGES, LANDSCAPING, OR ROOF: NEW WOOD TRUSSES AND KNEE WALLS ADDED IN 1970’S; 1X PURLINS WITH A GALVANIZED METAL ROOF UTILITY CHANGES ARE PROPOSED IN THIS IBC USE GROUP: A-3 ASSEMBLY (303.1) PLAN. BUILDING HEIGHT AND AREA LIMITATIONS PROPERTY LINE CONSTRUCTION TYPE V-B (NOT SPRINKLERED) (602.5) ALLOWABLE HEIGHT: 40 FT ACTUAL HEIGHT: >20 FT BUILDING AREA LIMITATIONS, USE A-3 : 6,000 SF 1 EXISTING OUTHOUSES, PROTECT FIRE RATING REQUIREMENTS DURING CONSTRUCTION, DO NOT IBC USE GROUP A-3: 0 HRS DISTURB GRADE WITHIN 3'-0" OF ANY SIDE SHOW WINDOWS IN THE EXTERIOR WALLS OF THE FIRST STORY ABOVE GRADE SHALL BE PERMITTED TO BE OF WOOD OR UNPROTECTED METAL FRAMING. (801.7) EXISTING OUTHOUSES MAY BE LIMITS OF CONSTRUCTION MOVED AND STORED ON-SITE. MAXIMUM ARE OF EXTERIOR WALL OPENING, TABLE 705.8 OUTHOUSES SHALL BE RETURNED 0-3 FT - NOT PERMITTED, UNPROTECTED, NONSPRINKLERED TO THEIR ORIGINAL LOCATION AND 5-10 FT - 10% ALLOWABLE AREA, UNPROTECTED, NONSPRINKLERED CONDITION AT THE CONCLUSION OF (THIS DESIGN ASSUMES A 15 FT RESIDENTIAL SETBACK ON THE ADJACENT LOT) THE PROJECT. THE AREA SURROUNDING THE OUTHOUSES FIRE RATED CONSTRUCTION SHALL NOT BE DISTRUBED OR BUILDING ELEMENTS: 0 HRS ALTERED. (ADDENDUM #1) STRUCTURAL ELEMENTS (ALL): 0 HRS

INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (TABLE 803.9)

GROUP A-3 NONSPRINKLERED: ROOMS AND ENCLOSED SPACES, CLASS ‘C’ INTERIOR FINISH MEANS OF EGRESS (CHAPTER 10)

OCCUPANT LOAD (TABLE 1004.1.1) NOTE: EDGE OF MAIN LEVEL 1176 SF FOUNDATION BUILT ON STAGE: 179 SF PROPERTY LINE, LINE TOTAL AREA A-3: 1355 SF OH OFFSET FOR CLARITY USE GROUP A-3 (1 OCCUPANT PER 15 SF): 91 OCCUPANTS E

MINIMUM EGRESS WIDTH MINIMUM DOOR WIDTH: (.2” PER OCCUPANT) 9.2” OR 32” MINIMUM STAIRWAY WIDTH: (.3” PER OCCUPANT) OR 3.6” OR 36” MINIMUM

EGRESS DOORS (1008) ALL EGRESS DOORS MUST BE SIDE-HINGED SWING TYPE. DOORS MUST SWING IN THE DIRECTION OF EGRESS WHEN SERVING OCCUPANT LOAD OVER 50. DOORS IN SERIES MUST BE AT LEAST 48” PLUS THE WIDTH OF THE DOOR SWINGING INTO THE SPACE APART. PANIC DEVICES REQUIRED ON DOORS SERVING ASSEMBLY OCCUPANCIES AND AREAS SERVING MORE THAN 100 OCCUPANTS. PROPERTY LINE PROPERTY LINE

LANDINGS AT DOORS (1008.1.5) ROAD 76 COUNTY 8503 LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE REQUIRED WIDTH OF THE STAIRWAY OR THE WIDTH OF THE DOOR, MINERS AVE. MINERS OHIO CITY

WHICHEVER IS GREATER. THE FOR UPGRADES ELECTRICAL AND PHASE FOUNDATION - STABILIZATION 1 WHEN A LADING SERVES AN OCCUPANT LOAD GREATER THAN 50, DOORS IN ANY POSITION SHALL NOT REDUCE THE TOWN HALL LANDING TO LESS THAN ONE-HALF ITS REQUIRED WIDTH. (1009.4 EXCEPTION 2) OHIOCOLORADO CITY, 81237 3695-262-03-005 3695-262-03-004 3695-262-02-010 EGRESS STAIRS (1009) 8477 COUNTY ROAD 76 8487 COUNTY ROAD 76 3 MINERS AVE, OHIO CITY HALL TOWN CITY OHIO STAIR WIDTH 80” MINIMUM HEADROOM EDWARD SPILLMAN RICHARD & HELEN SELF CHROMERK PROPERTIES LLC 7” MAX RISER HEIGHT, 11” MAX THREAD DEPTH PO BOX 2493 12500 BOSTWICK PARK RD 16562 83RD PL N LEAST DIMENSION OF LANDINGS MUST BE AT LEAST THE WIDTH OF THE STAIRWAY. KEARNEY, NE 68848 MONTROSE, CO 81401 LOXAHATCHEE, FL 33470 HANDRAILS (1009.10) 34” TO 38” ABOVE THE LEADING EDGE OF STAIR TREAD NOSINGS GRASPABILITY (1012.3) CIRCULAR: 1-1/4” DIAMETER MINIMUM, 2” DIAMETER MAXIMUM OTHER: PERIMETER DIMENSION: 4” MIN AND 6-1/4” MAX, CROSS SECTION DIMENSION: 2-1/4” MAX. EXTEND HORIZONTALLY 12” MIN BEYOND TOP RISER AND CONTINUE SLOPE FOR ONE TREAD WIDTH BEYOND BOTTOM PROPERTY LINE RISER. RETURN ENDS OF RAIL TO WALL OR POST. CLEARANCE: MINIMUM 1-1/2” CLEAR TO WALL PROJECT NO MORE THAN 4-1/2” INTO REQUIRE STAIR WIDTH

RAMPS (1010) RAMPS USED AS PART OF A MEANS OF EGRESS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL. LIMITS OF CONSTRUCTION VERTICAL RISE: THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. MINIMUM WIDTH: MINIMUM WIDTH SHALL NOT BE LASS THAN THAT REQUIRED FOR CORRIDORS. THE CLEAR WIDTH OF A RAMP BETWEEN HANDRAILS, IF PROVIDED, OR OTHER PERMISSIBLE PROJECTIONS SHALL BE 36 INCHES MINIMUM. DOORS OPENING ONTO A LANDING SHALL NOT REDUCE THE CLEAR WIDTH TO LESS THAN 42 INCHES. ISSUE LOG LANDINGS: RAMPS SHALL HAVE LANDINGS AT THE TOP AND BOTTOM OF EACH RAMP, POINTS OF TURNING, ENTRANCE, EXITS AND AT DOORS. LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN. LANDINGS LENGTH SHALL A 5/20/14 BID DOCUMENTS

BE 60 INCHES MINIMUM. 1 7/07/14 PERMIT DOCUMENTS RAMP CONSTRUCTION - OUTDOOR CONDITIONS. OUTDOOR RAMPS AND OUTDOOR APPROACHES TO RAMPS SHALL BE DESIGN SO THAT WATER WILL NOT ACCUMULATE ON WALK SURFACES. (1010.7)

RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS ON BOTH SIDES. (1010.8)

EDGE PROTECTION - EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. (1010.9)

EXIT SIGNS (1011.1) EXIT SIGNS REQUIRED TO DIRECT PEOPLE TO EXITS WHERE MORE THAN ONE EXIT IS REQUIRED. EXIT SIGNS ARE CR 76 MAIN STREET FURTHER REQUIRED AT EACH EXIT. EXIT SIGNS SHOULD BE LOCATED SUCH THAT NO POINT IN AN EXIT ACCESS CORRIDOR IS MORE THAN 100 FEET FROM THE NEAREST VISIBLE EXIT SIGN (1011.1) EXIT SIGNS MUST REMAIN ILLUMINATED (MIN 5 FC) FOR AT LEAST 90 MINUTES FOLLOWING LOSS OF POWER (1011.5.2) ALL EGRESS LIGHTING ELEMENTS MUST BE ILLUMINATED AT NOT LESS THAN ONE FOOT CANDLE LEVEL FOR AT LEAST 90 MINUTES FOLLOWING LOSS OF POWER. (1011.5.3)

LENGTH OF EXIT TRAVEL (TABLE 10.16.1) UNSPRINKLED BUILDING USE GROUP A: 200 LINEAR FEET

DEAD END CORRIDOR LIMITATIONS: 20 LINEAR FEET (1016.3)

NUMBER AND CAPACITY OF EXIT COMPONENTS (TABLES 1019.1): MINIMUM NUMBER OF EXITS: 2 (50 OCCUPANTS AT EACH DOOR) NUMBER OF EXITS PROVIDED: 2

GUARDS (1013) (1013.1) LOCATED ALONG WALKING SURFACES MORE THAN 30” ABOVE ADJACENT FLOOR OR GRADE. EXCEPTION 2 - ON THE AUDIENCE SIDE OF STAGES AND RAISED PLATFORMS, INCLUDING STEPS LEADING UP TO THE STAGE AND RAISED PLATFORMS. (1013.2.) 42” MINIMUM HEIGHT ABOVE FLOOR. (1013.3) BALUSTERS CONFIGURED SO THAT OPENINGS DO NOT ALLOW PASSAGE OF A 4” SPHERE TO A HEIGHT OF 34 “. SITE PLAN & FROM A HEIGHT OF 34” TO 42” ABOVE THE ADJACENT WALKING SURFACE, A SPHERE 8” IN DIAMETER SHALL NOT PASS. CODE REVIEW ADA ACCESSIBLE MEANS OF EGRESS

STAIRS: CLEAR WIDTH BETWEEN HANDRAILS: 48 INCHES (ADA 4.3.11.3) 3695-262-05-002 3695-262-05-001 3695-262-04-001 HISTORIC BUILDINGS SECTION 3409 8486 COUNTY ROAD 76 8494 COUNTY ROAD 76 8506 COUNTY ROAD 76 CODY DYCE FRANCY LANIUS ROBERT & BARBARA WILSON (3409.1) HISTORIC BUILDINGS. THE PROVISIONS OF THIS CODE RELATING TO THE CONSTRUCTION, REPAIR, ALTERATION, ADDITION, RESTORATION AND MOVEMENT OF STRUCTURES, AND CHANGE OF OCCUPANCY SHALL NOT BE MANDATORY PO BOX 7025 2317 NW 47TH ST PO BOX 3524 FOR HISTORIC BUILDINGS WHERE SUCH BUILDINGS ARE JUDGED BY THE BUILDING OFFICIAL TO NOT CONSTITUTE A GUNNISON, CO 81230 OKLAHOMA CITY, OK 73112 CAREFREE, AZ 85377 PROJECT NO. : 120227 DISTINCT LIFE SAFETY HAZARD. PROJECT DATE: 4/17/12 3411.9 HISTORIC BUILDINGS. THESE PROVISIONS SHALL APPLY TO BUILDINGS AND FACILITIES DESIGNATED AS

HISTORIC STRUCTURES THAT UNDERGO ALTERATIONS OR A CHANGE OF OCCUPANCY, UNLESS TECHNICALLY NORTH SHEET NUMBER: INFEASIBLE. WHERE COMPLIANCE WITH THE REQUIREMENTS FOR ACCESSIBLE ROUTES, ENTRANCES OR TOILET FACILITIES WOULD THREATEN OR DESTROY THE HISTORIC SIGNIFICANCE OF THE BUILDING OR FACILITY, AS DETERMINED BY THE APPLICABLE GOVERNING AUTHORITY, THE ALTERNATIVE REQUIREMENTS OF SECTIONS 3411.9.1 1 Site Plan THROUGH 3411.9.4 FOR THAT ELEMENT SHALL BE PERMITTED. A0.2 1" = 10'-0" A0.2 3411.9.1 SITE ARRIVAL POINTS. AT LEAST ONE ACCESSIBLE ROUTE FROM A SITE ARRIVAL POINT TO AN ACCESSIBLE

7/5/2014 7:14:37 PM 7:14:37 7/5/2014 ENTRANCE SHALL BE PROVIDED.

3411.9.3 ENTRANCES. AT LEAST ONE MAIN ENTRANCE SHALL BE ACCESSIBLE. A2.1 1 2 3 1 24' - 0" VERIFY IN FIELD

12' - 0" 12' - 0" Y

P A A 12 3 7 GALVANIZED METAL ROOF

/ Stage

1x6 SKIP BOARD - 18" OC 1 02

' FIG. 1 - VIEW OF ATTIC SPACE LOOKING SOUTHEAST 7

SITE-BUILT TRUSS, (2) 2x6 BOTTOM 10' - 5 1/4" CHORDS, 2x6 TOP RAFTERS, 1x6 BRACING AT @ 2'-0" OC +28"

2x6 BLOCKING

Plate Height "

EXISTING

116' - 10" STAIR AND ' ATTIC SPACE EXISTING UP 1 2x4 PONY WALL SIDE DOOR HANDRAIL 2 1x6 SHEATHING & TAR PAPER PITCHED ROOF OVERBUILD, CIRA 1970s ORIGINAL STRUCTURE EXISTING LOG ORIGINAL ROOF JOISTS COLUMN, TYP (SLOPED TO NORTH) 10' - 8" NON-HISTORIC WOOD FLOOR

EXISTING WINDOW PRESUMED OPENING CEILING CAVITY FIG. 2 - VIEW OF NORTHWEST CEILING CORNER

EXISTING EXISTING CIRCUIT EXISTING ELECTRICAL BREAKER WINDOW METER OPENING ORIGINAL CEILING JOISTS (FLAT) HISTORIC Ceiling Height WOOD FLOOR 111' - 7"

3 1x6 CEILING NAILER PRESSED METAL SIDING PANELS

A1.1 ROAD 76 COUNTY 8503 2x2 TIN CEILING PANELS (STONE IMPRINT)

LINE OF CORNICE THE FOR UPGRADES ELECTRICAL AND PHASE FOUNDATION - STABILIZATION 1 BEYOND 1x6 HORIZONTAL PLANK Town Hall OHIOCOLORADO CITY, 81237 SHEATHING (POSSIBLY PRE- A2.1 2 1910 SIDING) 3 A2.1

60' - 1" VERIFY IN FIELD IN VERIFY 1" - 60' 01 OHIO CITY TOWN HALL TOWN CITY OHIO 2x4 ROUGH SAWN FRAMING (NO INSULATION)

VERTICAL BEADBOARD INTERIOR FINISH 2x4 WOOD FRAMED FIG. 3 - VIEW OF SOUTHEAST CEILING CORNER WALLS W/ 1x6 HORZ EXISTING WOOD- PLANK SHEATHING & 1/4" FIRED STOVE WOOD BEADBOARD FINISH, NO INSULATION, NO WATERPROOFING EXISTING GALV PLATE FLOOR PROTECTION

INTERIOR EXTERIOR

C ISSUE LOG A 5/20/14 BID DOCUMENTS

1 7/07/14 PERMIT DOCUMENTS

3' - 0"

2-1/4" HARDWOOD FLOOR (NO SUB-FLOOR) PT WD EXISTING RAMP ENTRY DOOR

QUARTER ROUND MOLDING 3' - 6" EXISTING STOREFRONT

4 WINDOWS

2x8 FLOOR JOISTS AT @16" OC I

3' - 3"

EXISTING CONC STRIP 3 FOUNDATION (DEGRADED) Floor Plan B B 100' - 0" 3' - 3 1/4" EXISTING GRADE (NO SLOPE) VIF FIG. 4 - VIEW OF ENTRY DOOR FROM INTERIOR EXISTING ENTRY PORCHC AREA TOTALS WITH 2x6 DONOR- 7' - 2" ENGRAVED BOARDS GROSS AREA (OUTSIDE OF SHEATHING)...... 1437 SF WD RAIL NET AREA (INSIDE OF WALLS)...... 1379 SF EXISTING CONDITIONS NET MEETING ROOM...... 1193 SF 14' - 6" NET STAGE...... 186 SF 00° 45. VIF

3 Existing Wall Section 1 2 3 PROJECT NO. : 120227 A1.1 3/4" = 1'-0" 4 NORTH PROJECT DATE: 4/17/12 1 Floor Plan A2.1 SHEET NUMBER: A1.1 1/4" = 1'-0"

FIG. 5 - EAST CRAWLSPACE JOIST CONDITION A1.1 7/5/2014 7:14:40 PM 7:14:40 7/5/2014 B A 3 2 1

STOVE FLUE

FRONT HEADWALL

PARAPET STAY GALV METAL ROOF PARAPET HEADWALL GALV METAL ROOF

PARAPET STAY 2' - 3" Plate Height 116' - 10"

PRESSED METAL '

3 PANEL SIDING ATTIC ACCESS PANEL Ceiling Height 111' - 7" PRESSED METAL CORNER TRIM

EXISTING WINDOW RS BOARD & BATTEN SIDING OPENING AND REMNANTS OF FRAME PRESSED METAL PRESSED METAL CORNER

CORNER TRIM "

6 PANEL

WD RAIL BEYOND 2

EXISTING GRADE CRAWLSPACE VENT Floor Plan 100' - 0"

Existing Floor Level 99' - 4"

1 North Elevation 3 East Elevation A2.1 1/4" = 1'-0" A A2.1 1/4" = 1'-0" B

1 2 3 ROAD 76 COUNTY 8503 AND ELECTRICAL UPGRADES FOR THE FOR UPGRADES ELECTRICAL AND PHASE FOUNDATION - STABILIZATION 1 OHIOCOLORADO CITY, 81237

GALV METAL COPING OHIO CITY TOWN HALL TOWN CITY OHIO

PARAPET HEADWALL PARAPET HEADWALL

BUILDING SIGN PARAPET STAY

BOARD AND BATTEN SIDING GALV METAL ROOF Plate Height 116' - 10"

PRESSED METAL PANEL SIDING Ceiling Height 111' - 7" ISSUE LOG TRANSOM, SOLID PANEL EXISTING STOREFRONT WINDOWS, A 5/20/14 BID DOCUMENTS SINGLE PANE TRUE-DIVIDED TRANSOM, SOLID PANEL, 1 7/07/14 PERMIT DOCUMENTS NON-HISTORIC

ENTRY DOOR - NON-HISTORIC SIDE DOOR PRESSED METAL CORNER TRIM PRESSED METAL CORNER TRIM EXISTING OVERHEAD WD RAIL ELECTRICAL METER EXISTING WINDOW PRESSED METAL PANEL SIDING OPENING, NO FRAME

Floor Plan 100' - 0" Existing Floor Level 99' - 4"

2 West Elevation 4 South Elevation A2.1 1/4" = 1'-0" A2.1 1/4" = 1'-0"

EXISTING ELEVATIONS

PROJECT NO. : 120227

PROJECT DATE: 4/17/12

SHEET NUMBER: A2.1 FIG. 6 - DETAIL OF ENTRY FIG. 7 - SOUTH (FRONT) ELEVATION FIG. 8 - WEST ELEVATION FIG. 9 - EAST ELEVATION FIG. 10 - NORTH ELEVATION FIG. 11 - LANDMARK PLAQUE 7/5/2014 7:14:47 PM 7:14:47 7/5/2014 1' - 0"

NEW 2x6 PT END BAND 0' - 9 3/8" 0' - 11" 0' - 11" 0' - 0 1/2"

1' - 10" 3" RADIUS, TYP 2x6 PT DECKING - REUSE ENGRAVED DONOR BOARDS VARIES 0' - 0 1/2" (2) 2x10 PT DECK LEDGER & SS HANGER

1' - 1 5/8"

0 1/2" DIA SS THRU BOLTS

- 2x PT TREADS

0 AND RISERS

Q 0' - 0 1/2" E 2x12 PT STRINGER BEYOND

2" x 3/8" WROUGHT IRON PREFAB LAMBS TONGUE "

METAL HANDRAIL DETAIL, BLACK 4x4 PT POST & SIMPSON

Q 3 1/2" SS ANCHOR CB44 COLUMN BASE W/ 1" x 1-1/2" WROUGHT "

BOLT

IRON CHANNEL -

' 1-1/4" WROUGHT IRON 0

NEWEL POST "

CONCRETE PIER BEYOND

0 ' CONC PAD, CONT 1

0 (2) 3/8" SS THRU BOLT, TYP

PREFAB LAMBS TONGUE 1' - 6" FINAL DETAIL

" 5 Deck Steps

' 3 0' - 11" A7.1 1 1/2" = 1'-0"

24 GAUGE COLD-ROLLED FLASHING, ALIGN W/ TOP OF BELLY BAND, EXISTING JAMB BEYOND NOTE: ALL HANDRAILS AND EXTEND UNDER THRESHOLD POSTS TO BE POWDER DOOR COATED "BLACK" 1-1/2" x 1-1/2" PT BLOCKING NEW THRESHOLD 2x6 DECKING EXISTING WOOD FLOOR

2x10 PT LEDGER BOARD EXISTING JOIST BEYOND

NEW RIM JOIST OR REINFORCED EXISTING JOIST

AT ALL DECK ATTACHMENT ROAD 76 COUNTY 8503 LOCATIONS 1/2" SS LAG BOLTS @ 12" AND ELECTRICAL UPGRADES FOR THE FOR UPGRADES ELECTRICAL AND OC STAGGER TOP AND PHASE FOUNDATION - STABILIZATION 1 NEW MUD SILL 2 Handrail BOTTOM, 2" MIN FROM OHIOCOLORADO CITY, 81237 EDGE OF LEDGER A7.1 1 1/2" = 1'-0" OHIO CITY TOWN HALL TOWN CITY OHIO

JOIST AND HANGER SLOPE GRADE AWAY NEW FOUNDATION FROM FOUNDATION OWNER FURNISHED

4 Deck Attachment WORK, THIS PAGE A7.1 1 1/2" = 1'-0"

ISSUE LOG

1' - 0" A 5/20/14 BID DOCUMENTS

6' - 0" 1 7/07/14 PERMIT DOCUMENTS

6' - 0" ADA HANDRAIL EXTENSION 6' - 0"

NOTE: ALL HANDRAILS AND POSTS 1' - 0" TO BE POWDER COATED "BLACK"

ADA HANDRAIL EXTENSION 2" x 3/8" WROUGHT IRON METAL HANDRAIL 1/ 1" x 1-1/2" WROUGHT IRON CHANNEL PREFAB LAMBS TONGUE FINAL 1-1/4" WROUGHT IRON NEWEL POST

' (2) 3/8" SS THRU BOLTS, TYP

3" x 1/4" STL ADA

0 CURB PLATE

- PREFAB LAMBS

2x6 PT DECKING

3 TONGUE FINAL DETAILS MOUNT NEWEL IN THICKENED 2x10 PT RAMP CONCRETE PAD STRINGER

LEVEL GRADE 2

" "

6 6

CONC PAD

- -

' '

0 0

4 5 PROJECT NO. :

" "

120227

3 3

- -

' '

0 0 PROJECT DATE: 4/17/12 0' - 8" 0' - 8" SHEET NUMBER:

1 Ramp Section A7.1

7/5/2014 7:14:48 PM 7:14:48 7/5/2014 A7.1 1" = 1'-0" Structural Notes 1 2 3 1 2 3 NOTES 1.) FOOTINGS TO REST ON UNDISTURBED SOIL 24' - 0" VIF (EXISTING) 1x6 OR COMPACTED STRUCTURAL FILL. SOILS ARE SHEATHING ASSUMED TO BE UNIFORM AND NON-EXPANSIVE. 12' - 0" 12' - 0" CONTACT ARCHITECT OR ENGINEER IF (EXISTING) 2x4 WALL DIFFERING CONDITIONS ARE DISCOVERED. (NEW) WIRING IN

" " 2" SCHD 40 PVC SLEEVE AT T/O

2.) ALL FRAMING MEMBERS WITHIN 18" OF WALL, REF T1.2

- - FOOTER FOR FUTURE

' GRADE SHALL BE PRESSURE TREATED. '

0 2 ELECTRICAL (NEW) 1x6 SHEATHING 3.) ALL SILL PLATES SHALL BE PRESSURE TREATED. SIMPSON FWAZ 4.) DO NOT NOTCH STRUCTURAL MEMBERS. A A A CLIP AT 16" OC 5.) BOLTS SHALL CONFORM TO ASTM A307 AND BE EITHER STAINLESS STEEL OR GALVANIZED. 2x8 RIM JOIST - REPLACE AS NECESSARY "

DESIGN LOADS

' (NEW) 2x8 PT MUD SILL " CLOUDED AREA: 2' - 8"

" EXISTING JOIST

/ 2

SOIL BEARING (ASSUMED): 2500 psf 1 OWNER FURNISHED " (NEW) 1/2" AB @ 48" OC,

FROST DEPTH: 30" TO B/O FOOTER 8

- 7" EMBED, 12" MIN

WORK -

' "

' FLOOR DESIGN LOAD: L/360 9 FROM EA END, TYP 8 4

- / 8 ANTICIPATE DEGRADED JOISTS, THIS AREA

' FLOOR LIVE LOADS (EXISTING): 75 psf 1

1' - 10" 6' - 0" SISTER NEW 2x8 JOISTS AT @16" OC 0 SLOPE TOPSOIL AWAY 3 DEAD LOAD: 20 psf

- 6' - 0"

FROM STRUCTURE ROOF DESIGN LOAD: L/240 0' - 11" ' 1' - 0" 0 ROOF DEAD LOAD: 10 psf 2' - 0" 1 FLUID WATERPROOFING TOP OF ROOF LIVE LOAD: 40 psf 2' - 8" ORIGINAL COMPACTED FILL GROUND SNOW LOAD (Pg): 100 psf "

CONC FLAT ROOF SNOW LOAD (Pf): 70 psf -

' (2) #5 TOP & BOTTOM,

" FOOTER UNBALANCED SNOW LOADS CONSIDERED: YES 3 6 HOOK AROUND CORNERS 4

MAX LEEWARD SNOW LOAD (S1): 100 psf ' 2'-0" MIN

" 2

OVERHANG SNOW LOAD: 140 psf " " 8 A7.1

0 0

" ' (1) #5 48" OC, ALT HOOKS SNOW IMPORTANCE FACTOR (I): 1 - -

' UP 2 ' 2

/ 0

SNOW EXPOSURE FACTOR (Ce): 1 6 6

1 1

- (2) #5 HORIZ

5 SNOW THERMAL FACTOR (Ct): 1.2

L SNOW SLOPE FACTOR (Cs): 0.99 '

WIND SPEED: 90 mph (3 SEC. GUST)

P UNDISTURBED OR WIND EXPOSURE CATEGORY: C R

G 2' - 0" O COMPACTED SOIL WIND IMPORTANCE CATEGORY: I

R MTL GRATE 5' - 8 3/4" 5 FREE OF DEBRIS WIND IMPORTANCE FACTOR (I): 1 . E

AT DRIP LINE D

PRESSURE COEFFICIENT (GCpi): +/- 0.18 "

" I C&C DESIGN WIND PRESSURE: 22 psf /

MTL HANDRAIL -

SEISMIC ZONE: 1 (GUNNISON COUNTY) 1 2 ' 0' - 8" NEW OFFSET 0' - 8" 3

1 Foundation Detail

SEISMIC DESIGN CATEGORY: B (MODERATE) x 1 x FOOTER TO

1 2

OCCUPANCY CATEGORY: II NEW SIDE DOOR EXIT 2' - 0" ) 5 ACCOMMODATE T1.1 3/4" = 1'-0"

7 ( 4' - 0" SEISMIC SITE CLASS: B (ASSUMED) LANDING & STEPS . PROPERTY LINE

SEISMIC FORCE RESISTING SYSTEM: LIGHT )

2 FRAMED WALLS WITH WOOD SHEAR PANELS ( 1 1 NEW CONC FLOOD HAZARD AREA: NO 2' - 8" T1.3B T1.3B FOOTER AND STEM CONCRETE FOOTINGS WALL, TYP

" 1

1.) 3500 psi CONCRETE AT 28 DAYS.

SIMPSON FWAZ 2.) ASTM GRADE 60 REBAR W/ 3" COVER MIN. ' CONCRETE SLAB-ON-GRADE 2 CLIP AT 16" OC 1.) 3500 psi CONCRETE AT 28 DAYS WITH 6% AIR ENTRAINED L 2x8 RIM JOIST - REPLACE V

L AS NECESSARY 2.) ALL SLABS TO BE 4" THICK WITH 6" W2.9 x (4) 2x6 PT POST

P W2.9 WWF OR #3 REBAR AT 24" OC OR AS R

G (NEW) 2x8 PT MUD SILL O EXISTING JOIST

INDICATED ON PLANS. E CONC PAD 10"

5 (NEW) 1/2" AB @ 48" OC,

. 3.) CONCRETE SLABS SHALL BE SLOPED TO E THK W/ (3) #5

D 7" EMBED, 12" MIN

" DRAIN UNLESS OTHERWISE NOTED. Crawl Space " BAR EACH WAY,

R 6

" I / FROM EA END, TYP

0 7 TYP OF (4)

2 WOOD FRAMING ' SLOPE TOPSOIL AWAY

D 8503 COUNTY ROAD 76 COUNTY 8503

1 x FROM STRUCTURE

)

I 1.) ALL 2" LUMBER SHALL BE HEM-FIR S4S NO. 2 5 4 FLUID WATERPROOFING F 7

( AND ELECTRICAL UPGRADES FOR THE FOR UPGRADES ELECTRICAL AND

. OR BETTER. TOP OF ORIGINAL PHASE FOUNDATION - STABILIZATION 1

) 2.) ALL LVL BEAMS SHALL BE 1.5E G-P LAM LVL CONC FOUNDATION

COMPACTED FILL OHIOCOLORADO CITY, 81237 2

(

OR BC 2800 VERSA-LAM F

I -

' (2) #5 TOP & BOTTOM, 3.) 1-1/2" BEARING FOR ALL FLOOR JOISTS AND R 3 2' - 8" 4 6

E 1 - HOOK AROUND CORNERS

OHIO CITY TOWN HALL TOWN CITY OHIO

RAFTERS, UNLESS NOTED OTHERWISE '

2 2'-0" MIN

4.) PROVIDE WIND/SEISMIC ANCHORS AT ALL " T1.1 T1.1

A7.1 1

RAFTERS - 1

" ' (1) #5 48" OC , NO LAP "

' 4' - 0" 2' - 0" '

WALL SHEATHING ' 2

1 (3) #5 HORIZ, EQ 4' - 0" CLOUDED AREA: 1.) 23/32" PLY OR OSB STRUCTURAL GRADE 1 L UP OWNER FURNISHED V 1 2.) 1x8 OR LESS NO.1 SHEATHING BOARDS L

UNDISTURBED OR OWNER TO REMOVE AND P 4' - 0" WORK R COMPACTED SOIL

CONTRACTOR REINSTALL WOOD G O

NAILING SCHEDULE FREE OF DEBRIS

STOVE DURING THE COURSE OF R

CONSTRUCTION 1

1.) ALL PAIRED OR SISTERED MEMBERS: D

(2) ROWS 16d AT 12" OC "

L L 0 4

I I

- Offset Foundation

2 - 4" RAMP '

A A

' 1

2.) WALL SHEATHING (SHEAR PANELS) 6

R R 2 PAD x

1 T1.1 3/4" = 1'-0"

EDGES: 8d @ 4" OC D D "

)

N N

7 INTERMEDIATES: 8d @4" OC (

A A

H H

BOARD SHEATHING: 2-8d

)

L L

(

T T

3.) ROOF SHEATHING: M M 2' - 8"

3' TRIBUTARY AT ALL EDGES: 8d @ 6" OC E FIELD NAILING: 8d @ 6" OC P THICKENED EDGE W/ SIMPSON FWAZ O ISSUE LOG L C HANDRAIL SLEEVES EXIST ING 8" ORIGINAL CLIP AT 16" OC "

CONC FOUNDATION WALL

- A 5/20/14 BID DOCUMENTS

1 2x8 RIM JOIST - REPLACE

' : TO REMAIN

AS NECESSARY

1 -

1 7/07/14 PERMIT DOCUMENTS

P '

EXISTING DESIGN 3 M 6' - 9" (NEW) 2x8 PT MUD SILL C A FLOOR LOADS:

L LIVE LOAD: 75 PSF V

EXISTING JOIST D DEAD LOAD: 10 PSF

P A 11' - 7" VIF R (NEW) 1/2" AB @ 48" OC,

W 12" DIA CONC LIGHT 7" EMBED, 12" MIN

POLE BASE, 48" DEEP 5

2" SCHD 40 PVC .

N FROM EA END, TYP E

LAMP POST W/ 6" ABOVE GRADE, SLEEVE AT T/O D " Existing (1) #5 BAR AT TOP R " 8

I 5 2 CLOUDED AREA: COOR W/ FIXTURE FOOTER FOR /

0 3' - 3 1/4"

- G

' - BASE & ELEC Cellar FUTURE ELECTRICAL 8 1 OWNER FURNISHED ' 2 F SLOPE TOPSOIL AWAY 1 I T1.1

2 1 @ - 5'-0"

VIF x 1

FROM STRUCTURE

WORK 2 TOP OF ORIGINAL

)

2 MATCH ANGLE 4 CONC FOUNDATION

7 ( REMOVE RUBBLE

. -

' WITH WALL 1

FROM THIS AREA

)

1 4 ABOVE 2 (EXISTING) CONC ( CLOUDED

" FOUNDATION WALL 0 1' - 7" AREA: OWNER MTL A7.1 1

- REHABILITATE

' HANDRAIL " FURNISHED COMPACTED FILL

0 4 EXISTING ° /

0 1

2 I WORK 0 ACCESS DOOR / .

F V 1 5 I

4 V

' B 6 B B

UP "

NEW ACCESS WELL, 3

" ' 5

8 8 Existing Foundation

7 B/O WELL 96'-0", FILL "

- 9

L BOTTOM W/ 8" FREE -

' L T1.1 3/4" = 1'-0"

RELOCATE 4 A DRAIN GRAVEL NEW ENTRANCE T

EXISTING W " 7' - 6"

DECK (+0'-0") 6 RELOCATE EXISTING 2x6 DONOR- " 12" DIA CONC PIER, O GUARDRAIL TO 1

T ENGRAVED DECK BOARDS - 30" BELOW GRADE &

END OF DECK

T/O WALL 98'-6"

MTL 8 2 4" ABOVE GRADE W/ 8 ° x HANDRAIL 0 4x4 PT POST, TYP (10) 2 5.0

4 T

A7.1 LOCATIONS 6

P NEW TIMBER

- Demolition Notes

UP MTL '

1 RETAINING WALLS 4 FOUNDATION

1 8 HANDRAIL - 1.) COORDINATE DEMOLITION WORK WITH NEW 4.) PROVISIONS SHALL BE MADE TO ALLEVIATE THE

' (2) PT 2x10 LEDGER

' ° STABILIZATION -

0 5 0 2x6 DECK EDGE BOARD CONSTRUCTION SHOWN ELSEWHERE IN THE SPREAD OF DEBRIS, DIRT AND DUST TO THE

1 0 /2 . DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE ADJACENT PROPERTIES. THE PROPERTY SHALL BE " 0 STEP

6 FOR ALL AREAS OF DEMOLITION FOR NEW KEPT AS CLEAN AS POSSIBLE AT ALL TIMES.

4" CONC STEP PAD STEP ' CONSTRUCTION WHETHER SHOWN ON THE 1 DEMOLITION PLANS OR NOT. 5.) REMOVE ALL DEMOLITION WORK, DEBRIS AND "

24' - 0" UP 1 GARBAGE AND OTHER MATERIALS FROM THE

' 2.) DUE CARE SHALL BE TAKEN TO AVOID DAMAGE TO BUILDING SITE. DISPOSE OF ALL DEBRIS IN A TIMELY, OWNER FURNISHED CRUSHED 0 ADJACENT FINISHES TO REMAIN. PROMPTLY REPAIR PROPER, AND LEGAL MANNER. DO NOT ALLOW FINES FILL, BUILT-UP GRADE, ANY DAMAGE TO ADJACENT SURFACES TO ORIGINAL MATERIALS TO ACCUMULATE ON SITE. 5 CONDITION. 1 2 THIS AREA 3 1 2 3 PROJECT NO. : 120227 A7.1 6.) ITEMS SHOWN TO BE REMOVED AND REINSTALLED 3.) ANY GLASS THAT IS BROKEN BY WORK UNDER SHALL BE STORED IN A SAFE LOCATION PER THE THIS CONTRACT SHALL BE REPLACED TO MATCH THE OWNER'S DIRECTION. PROJECT DATE: 4/17/12 EXISTING BY THE CONTRACTOR AT NO ADDITIONAL NORTH NORTH COST TO THE OWNER. THE CONTRACTOR SHALL SHEET NUMBER: DOCUMENT ANY BROKEN GLASS PRIOR TO THE 2 Floor Plan - New 1 Foundation Plan COMMENCEMENT OF WORK. T1.1 1/4" = 1'-0" T1.1 1/4" = 1'-0" T1.1 7/5/2014 7:14:49 PM 7:14:49 7/5/2014 1 2 3 1 2 3

A A A

4-PLEX OUTLET 4-PLEX OUTLET ON DEDICATED ON DEDICATED CIRCUIT CIRCUIT Electrical Notes

- 1.) ELECTRICAL WORK DEPICTED IS FOR REFERENCE AND BIDDING

0 PURPOSES ONLY. ELECTRICAL WORK SHALL BE DESIGN/BUILD BY 1 CONTRACTOR.

2.) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 5' - 0" 5' - 0" 3.) CONTRACTOR TO VERIFY EXISTING ELECTRICAL SYSTEM PRIOR TO THE START OF CONSTRUCTION.

EX1 4.) THE ELECTRICAL CONTRACTOR SHALL INSTALL A COMPLETE T1 CENTERT1 PENDANT GROUNDING SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRICAL ON ROSETTE IN TIN REMOVE NON- $ CODE. DISTRIBUTION SYSTEM SHALL BE EFFECTIVELY GROUNDED USING A CEILING TILE, TYP HISTORIC FIXTURE GROUND CONDUCTOR.

$ ABOVE DOOR

$ STAGE LIGHTS CLASS 'C' PORTABLE FIRE 5.) ALL DEVICES AND APPARATUSES LISTED SHALL BE NEW AND UL LISTED. SL1 $

$ AREA LIGHTS EXTINGUISHER IN SEMI- P1 P1 FE RECESSED EXTINGUISHER F1 CABINET THIS LOCATION

4-PLEX CATERING

" EXISTING ELECT OUTLETS

- METER W/

ON GFCI

' 6 OVERHEAD FEED CIRCUIT 1 Mounting Heights P1 P1 FINISHED CEILING

NEW 150 AMP 24 " 6

CIRCUIT BREAKER '

' " PANEL, RECESS IN

5' - 6" 5' - 6"

- WALL

8 DEMO ALL EXISTING EXIT ELECTRICAL INFRASTRUCTURE 8503 COUNTY ROAD 76 COUNTY 8503 AND ELECTRICAL UPGRADES FOR THE FOR UPGRADES ELECTRICAL AND P1 P1 PHASE FOUNDATION - STABILIZATION 1 EM1 F1 OHIOCOLORADO CITY, 81237 OHIO CITY TOWN HALL TOWN CITY OHIO

- '

EXISTING 8 STOVE FLUE

P1 P1

" 3

' 1 FINISHED FLOOR

FIRE EMERGENCY EXIT SIGNS CEILING FANS PENDANTS

' EXTINGUISHER LIGHTS

8 CABINET

C ISSUE LOG

A 5/20/14 BID DOCUMENTS P1 P1 C F1 Fixture Legend 1 7/07/14 PERMIT DOCUMENTS CLASS 'C' PORTABLE FIRE

0 SEE SHEET T2.4 FOR EXTINGUISHER IN SEMI- TAG DESCRIPTION MANUFACTURER REFLECTOR FINISH MOUNTING LAMPS NOTES

' CEILING FIXTURE RECESSED EXTINGUISHER DIFFUSER

8 COORDINATION WITH FE CABINET THIS LOCATION LAMP AND BASE BY METAL CEILING P1 PENDANT FIXTURE REJUVENATION, ROSE 16" FLARED OIL RUBBED PENDANT LED

OWNER, WIRING & $ FAN SPEED CITY CLASSIC SCHOOL SCHOOL BRONZE $ SWITCHING BY GC $ CONTROLS HOUSE PENDANT HOUSE, LP1 FROSTED

$ AREA LIGHTS CEILING MOUNTED & HARD-

$ P1 P1 WIRED SMOKE & CARBON T1 STAGE LIGHTING WAC LIGHTING 4" DIA ANTIQUE CEILING PAR30 MONOXIDE DETECTORS (OR EQUAL) RIALTO LTK-794-AB 5" HT BRONZE

EX1 SC F1 CEILING FAN KICHLER LIGHTING 52" BLADES ANTIQUE CEILING NONE STERLING MANOR BRONZE B B B SL1 EXTERIOR SCONCE BARN LIGHT 5" DIA OLD RUST 8'-0" AFF 1-CFL (OR EQUAL) ELECTRIC, PERIOD REFLECTOR REMOVE NON- BASIC 1910 WALL CAGE HISTORIC FIXTURE SCONCE C ABOVE DOOR LP1 LAMP POST FIXTURE TROY LIGHTING, OLD CLEAR NATURAL POST AT 1-A19 (OWNER FURNISHED) TOWN POST LANTERN GLOBE BRONZE 9'-6" T/O 60W PIER

EX1 EXIT SIGN EXIT LIGHT COMPANY, GREEN WHITE WALL 120V 90 MIN BATTERY BACKLIT LED ELECTRICAL BACKUP LETTERS DISTRIBUTION

EM1 EMERGENCY LIGHT SURE-LIT CC3 BLACK WALL 2-5W MR16

1 2 3 1 2 3 PROJECT NO. : 120227

PROJECT DATE: 4/17/12

NORTH NORTH SHEET NUMBER: 2 Lighting Plan 1 Floor Plan - Electrical T1.2 1/4" = 1'-0" T1.2 1/4" = 1'-0" T1.2 7/5/2014 7:14:51 PM 7:14:51 7/5/2014 1 2 3

4' - 0" 4' - 0" B A EXISTING 2'-3" BY 3'-0" TALL ATTIC ACCESS

NORTH GABLE END WALL 1 A A T1.3B NORTH GABLE END TRUSS

TRUSS 1 " 0

' 1

TRUSS 2 "

2 TRUSS 3 SITE-BUILT TRUSSES (2) 2x6 BEAM ON BOTTOM CHORD TRUSS 4 (2) 2x6 BEAM ON BOTTOM CHORD Plate Height 116' - 10" TRUSS 5 1/2" DIA THREADED 1/2" DIA THREADED ROD TO CEILING ROD SUPPORT ATTIC BELOW HISTORIC SLOPED ROOF TRUSS 6

PRESUMED CEILING CAVITY TRUSS 7 Ceiling Height 111' - 7" TRUSS 8 4" x 3/4" x 1/4" CHANNEL, FLUSH WITH CEILING JOISTS TRUSS 9

1 TRUSS 10 1 T1.3B T1.3B

TRUSS 11

TRUSS 12

TRUSS 13

Floor Plan ROAD 76 COUNTY 8503 100' - 0" AND ELECTRICAL UPGRADES FOR THE FOR UPGRADES ELECTRICAL AND PHASE FOUNDATION - STABILIZATION 1 TRUSS 14 OHIOCOLORADO CITY, 81237

TRUSS 15 HALL TOWN CITY OHIO

TRUSS 16

TRUSS 17

2 Long Section - Ceiling Supports TRUSS 18 T1.3A 1/4" = 1'-0" TRUSS 19

TRUSS 20

TRUSS 21 ISSUE LOG

A 5/20/14 BID DOCUMENTS TRUSS 22 1 7/07/14 PERMIT DOCUMENTS

TRUSS 23 C TRUSS 24

TRUSS 25

TRUSS 26

TRUSS 27

FIG. 22 - TRUSSES, VIEW OF RIDGE FIG. 23 - TRUSSES, VIEW OF WEST BEARING ' TRUSS 28 2

TRUSS 29 2

B SOUTH GABLE END TRUSS B SOUTH HEADWALL

INTERIOR STRUCTURAL REHABILITATION 1 2 3

NORTH PROJECT NO. : 120227 1 Attic Plan - Ceiling Supports FIG. 24 - ATTIC FROM THE NORTH TO SOUTHEAST FIG. 25 - ATTIC FROM THE NORTH TO SOUTHWEST FIG. 26 - FROM NORTH TO NORTHWEST T1.3A 1/4" = 1'-0" PROJECT DATE: 4/17/12

SHEET NUMBER: T1.3A 7/5/2014 7:14:54 PM 7:14:54 7/5/2014 3 2 1 Connection Notes

1.) TRUSS REINFORCEMENT (TYPICAL OF 31 TRUSSES) TO SUPPORT CURRENT SNOW LOADS AND ADDITIONAL CEILING 4' - 0" LOADS. 2.) REINFORCE ALL SITE-BUILT TRUSSES IN PLACE WITH 7/16" APA S2 PLYWOOD OR OSB PANELS IN EXACT SIZES SPECIFIED. 0 ' - 1 1 /2" 3.) FOLLOW NAIL SCHEDULE FOR EACH CONNECTION. CORRECT NAIL SIZES ARE NECESSARY FOR STRUCTURAL CONNECTION.

4.) DRIVE EACH NAIL FLUSH WITH FACE OF GUSSET PLATE. DO NOT 2 OVER-DRIVE NAILS.

" 5.) PROTRUDING NAILS ON OPPOSITE SIDE SHALL BE CLINCHED

- (BENT FLAT)

' 0' 1 " - 2 1 / 1 " 1 /2 6.) DESIGN IS FOR COMMON NAILS IN SINGLE SHEAR. 4 " / 1 1 ' 3 - - ' 6" 5 0 0 7.) CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS - ' - ' 1 0 PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE 1/2 " ARCHITECT PRIOR TO FABRICATION OR CONSTRUCTION. " 1 2 / 1

- ' 0

" 2 / 12 1

- ' FIELD 0 5 VERIFY 7

S 0' 1'

O - 0 1 ' - - 0 P 1 1 " /2 2x " 1/2 G 6 T " N O I P K C H

6 O 9 6 " R x 2 D

1 - ' 1 3' - 0" " 1 1/2 0' - " B 1/2" 2 E 1 / 0' - 1 " 0 W 0 1 ' - 6 - - 2 x ' ' " 1 1 0

3 E

B 10

B NUT & 1-1/4" WASHER E

W 6 0' - 6" x "

1 2 B NEW (2) 2x6 SUPPORTS ON /

E EXISTING BOTTOM CHORD 7

7 -

' 2 4 8

" 2

' 0 8503 COUNTY ROAD 76 COUNTY 8503

1 1

(2) 2x6 BOTTOM CHORD '

0 AND ELECTRICAL UPGRADES FOR THE FOR UPGRADES ELECTRICAL AND Plate Height PHASE FOUNDATION - STABILIZATION 1 OHIOCOLORADO CITY, 81237

" 116' - 10"

1 0' - 2"

OHIO CITY TOWN HALL TOWN CITY OHIO

- 11

3' - 0" 2' - 0" 0

CORE EXISTING WD PLANK NEW SUSPENDED CEILING SYSTEM, BOTH SIDES ROOF FOR THREADED ROD SUSPEND EXISTING CEILING JOISTS FROM REINFORCED TRUSSES

ATTIC SPACE BELOW JOISTS

EXISTING ROOF JOISTS FROM HISTORIC SLOPED ROOF ISSUE LOG NEW 1/2" DIA HIGH STRENGTH THREADED ROD, B7 ALLOY STEEL AT 2'-0" ON CENTER A 5/20/14 BID DOCUMENTS

1 7/07/14 PERMIT DOCUMENTS

EXISTING CEILING JOISTS Ceiling Height 111' - 7"

EXISTING 1x6 PLANK CEILING & REMOVE SECTION OF 1x6 PLANK CEILING FOR HISTORIC TIN CEILING PANELS NEW STL CHANNEL

NEW 4" x 3/4" X 1/4" STEEL CHANNEL

Gusset Plate Schedule NUTS & 1-1/4" WASHERS TOP & BOTTOM

PLATE NO. ANGLENO. NAILS ROWS SPACING NAIL TYPE REINSTALL TIN CEILING OVER CHANNEL 4' - 0" 4' - 0" NO. 1 90 29 3 1-1/2" EA WAY 8d COMMON

NO. 2 60 42 3 1-1/2" EA WAY 8d COMMON

NO. 3 90 39 3 1-1/2" EA WAY 6d COMMON AFTER ATTIC SUPPORTS ARE IN PLACE, REMOVE EXISTING BEAM AND COLUMNS NO. 4 60 23 3 1-1/2" EA WAY 6d COMMON

NO. 5 90 23 3 1-1/2" EA WAY 6d COMMON

NO. 6 45 21 3 1-1/2" EA WAY 6d COMMON INTERIOR NO. 7 75 21 3 1-1/2" EA WAY 6d COMMON STRUCTURAL REHABILITATION NO. 8 60 17 3 1-1/2" EA WAY 6d COMMON NOT SHOWN - CONTRACTOR TO TEMP INFILL FLOOR AT COLUMN BASE PENETRATIONS TO NO. 9 90 17 3 1-1/2" EA WAY 6d COMMON PROVIDE A FLUSH AND STABLE WALKING NO. 10 30 55 3 2" EA WAY 10d COMMON SURFACE. FLOOR WILL BE REPAIRED AND REFINISHED IN A FUTURE PHASE. NO. 11 0 47 3 2" EA WAY 10d COMMON

PROJECT NO. : 120227

PROJECT DATE: 4/17/12

SHEET NUMBER: 1 Gusset Plates T1.3B 1" = 1'-0" T1.3B 7/5/2014 7:14:55 PM 7:14:55 7/5/2014