G001-M...TRUE NORTH PLAN %%UARCHITECTURAL SITE PLAN 1/8" = 1'-0" 2 2020.05.06 - ADDENDUM #2 D101-M...

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G001-M COVER SHEET & CODE NOTES 200 West Pike Street Covington, KY 41011 Ph: 859-491-3844 Fx: 859-655-3243 [email protected] Hub + Weber Architects, PLC MARIANNA TERRACE 1700 WABASH AVE CINCINNATI, OH MAINTENANCE BUILDING RENOVATION 1904.043 Revised: Issued: 02.26.2020 JAMES D. GUTHRIE, LICENSE #10422 EXPIRATION DATE 12/31/2020 PROJECT DESCRIPTION: RENOVATION OF EXISTING MAINTENANCE AND OFFICE BUILDING. RENOVATION WILL REWORK OFFICES AND MAINTENANCE WORKSHOP AND ADD A MEETING ROOM FOR RESIDENTS. BUILDING CODE: 2017 OHIO BUILDING CODE USE CLASSIFICATION: EXISTING: (B) BUSINESS (B) ACCESSORY STORAGE / WORKSHOP PROPOSED: (B) BUSINESS (B) ACCESSORY STORAGE / WORKSHOP (A-3) MEETING ROOM PROJECT SQUARE FOOTAGE: TOTAL: 2,111 SF CONSTRUCTION TYPE: IIB = CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS, EXCEPT AS PERMITTED BY SECTION 603. HEIGHT AND AREA: CONSTRUCTION TYPE: IIB A-3 ALLOWABLE AREA: 9,500 sf TOTAL ALLOWABLE: 9,500 sf ACTUAL AREA: 2,111 sf A-3 ALLOWABLE HEIGHT: 2 STORIES (55') TOTAL ALLOWABLE: 2 STORIES (55') ACTUAL HEIGHT: 1 STORY (14') FIRE SEPARATION: NON-SEPARATED MIXED USES. FIRE PROTECTION: SPRINKLER SYSTEM NOT REQUIRED PER SECTIONS 903.2.1.3. FIRE EXTINGUISHERS, PER NFPA 10, ARE REQUIRED TO BE INSTALLED PER SECTION 906. INCLUDING IN THE OFFICE AREA AND THE WORKSHOP AREA; TO BE LOCATED NOT MORE THAN 75'-0” BETWEEN EXTINGUISHERS. SMOKE AND FIRE ALARMS: FIRE ALARM AND DETECTION SYSTEMS ARE NOT REQUIRED PER SECTION 907.2.1 OR 907.2.2 INTERIOR FINISH RATINGS: INTERIOR EXIT STAIRWAYS - CLASS A CORRIDORS FOR EXIT ACCESS - CLASS A ROOMS AND ENCLOSURED SPACES - CLASS C OCCUPANCY: (B) OFFICE: 974 SF / 100 = 10 (A-3) MEETING: 780 SF/ 15 = 52 (31) OCCUPANTS @ ROOM 104 (21) OCCUPANTS @ ROOM 105 (B) WORKSHOP: 306 SF/ 300 = 1 TOTAL: = 63 MEANS OF EGRESS: (4) EXISTING EXITS WITH AT LEAST (2) SEPARATED BY A MINIMUM OF ½ THE DIAGONAL LENGTH OF THE BUILDING PER SECTION 1007.1.1. MINIMUM EGRESS WIDTH: DOORS: 32” (80 x 0.2 = 16”) MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 200 FT MAXIMUM DEAD END: 20 FT PLUMBING FIXTURES: (1) WATER CLOSET AND (1) LAVATORY FOR MALES (1) WATER CLOSET AND (1) LAVATORY FOR FEMALES (1) SERVICE / MOP SINK · THE DRAWINGS ARE INTENDED TO GRAPHICALLY SHOW THE GENERAL REQUIREMENTS FOR THE SCOPE OF WORK REQUIRED TO COMPLETE THIS RENOVATION. THE DRAWINGS DO NOT SHOW OR IDENTIFY ALL COMPONENTS, MATERIALS, ITEMS OR INSTALLATION METHOD NECESSARY TO MEET MANUFACTURERS, REGULATORY OR CODE REQUIREMENTS. SPECIFIC REGULATORY COMPLIANCE ITEMS OR PROVISIONS ARE IDENTIFIED AND/OR REFERRED TO BY INDICATION OF THE APPROPRIATE ASSEMBLY DESIGNATION OR GENERAL TERMINOLOGY, THE CONTRACTOR SHALL BE REQUIRED TO FAMILIARIZE THEMSELVES WITH THE APPLICABLE CODE PROVISIONS, ASSEMBLY DESIGNATION OR MATERIAL IDENTIFIED AND SHALL COMPLETE THIS PROJECT IN COMPLIANCE WITH THE APPLIANCE REQUIREMENTS. · THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, SEQUENCING, AND SAFETY REQUIREMENTS FOR THE PROJECT. EACH CONTRACTOR, SUBCONTRACTOR, LABORER, OR OTHER PERSONS PERFORMING WORK ON THE PROJECT SITE SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE WORKPLACE AND CONSTRUCTION SAFETY REGULATIONS PROMULGATED BY FEDERAL, STATE OR LOCAL AUTHORITIES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ASSURING THAT SIRE SPECIFIC SAFETY REQUIREMENTS ARE DOCUMENTS AND DISSEMINATED TO ALL PARTIES AND SHALL MAINTAIN ALL REQUIRED RECORDS, FORMS, MANUALS, RULES OR OTHER DOCUMENTS AT THE SITE. · THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND UTILITIES, PUBLIC OR PRIVATE, IN THE AREAS OF WORK PRIOR TO THE START OF WORK. ALL UTILITIES SHALL BE PROTECTED FROM DAMAGE DURING THE COMPLETION OF THE PROJECT. · EACH SHEET CONTAINED IN THIS DRAWING SET IS AN INTEGRAL COMPONENT OF THE CONSTRUCTION DOCUMENTS FOR THE PROJECT. PORTIONS OF THE WORK DESCRIBED ON ONE SHEET MAY IMPACT, BE IMPACTED BY, OR RELY UPON INFORMATION OR WORK SHOWN ON THE OTHER SHEETS WITHIN DRAWINGS OR WITHIN THE SPECIFICATIONS. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK REQUIRED FOR THE ENTIRE PROJECT AND SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR RESPECTIVE PORTIONS WITH OTHER TRADES TO ASSURE THAT THE WORK PROGRESSES IN AN ORDERLY AND TIMELY MANNER. · ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE AUTHORITIES HAVING JURISDICTION. EACH CONTRACTOR PERFORMING WORK ON THE PROJECT SHALL REFER TO THE APPROVED DOCUMENTS FOR THE SCOPE OF WORK REQUIRED, USE OF BID SETS, LOOSE SHEETS OR OTHER ITEMS/DOCUMENTS NOT PART OF THE APPROVED DOCUMENTS IS DONE AT THE RESPECTIVE PARTIES SOLE RISK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND SAFEKEEPING OF THE APPROVED DOCUMENTS. · DO NOT SCALE DRAWINGS. IF ANY DISCREPANCY IS FOUND OR ANY INFORMATION OR CLARIFICATION IS NEEDED WHICH CANNOT BE REASONABLY DETERMINED BY THE CONSTRUCTION DOCUMENTS, CONTRACT THE ARCHITECT FOR RESOLUTION. IN CASE OF DISCREPANCY REGARDING THE QUANTITY OR QUALITY, THE HIGHER QUALITY OR GREATER QUANTITY SHALL BE PROVIDED UNLESS DIRECTED OTHERWISE BY THE OWNER OR ARCHITECT. · ALL WORK DESCRIBED HEREIN IS DESIGNED AND INTENDED TO COMPLY WITH THE PROVISIONS OF ICC/ANSI A117.1 AND THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS. THE CONTRACTOR SHALL ENSURE THE WORK IS COMPLETED TO MEET THE APPLICABLE REQUIREMENTS AND SHALL BECOME FAMILIAR WITH THE APPLICABLE PROVISIONS BEFORE COMPLETE THE WORK DESCRIBED HEREIN.

Transcript of G001-M...TRUE NORTH PLAN %%UARCHITECTURAL SITE PLAN 1/8" = 1'-0" 2 2020.05.06 - ADDENDUM #2 D101-M...

Page 1: G001-M...TRUE NORTH PLAN %%UARCHITECTURAL SITE PLAN 1/8" = 1'-0" 2 2020.05.06 - ADDENDUM #2 D101-M MAINTENANCE BUILDING DEMO PLAN 200 West Pike Street …

G001-M

COVER SHEET &CODE NOTES

200 West Pike StreetCovington, KY 41011P h : 8 5 9 - 4 9 1 - 3 8 4 4F x : 8 5 9 - 6 5 5 - 3 2 4 3h w @ h u b w e b e r . c o m

Hub + WeberArchitects, PLC

MARIANNATERRACE1700 WABASH AVECINCINNATI, OH

MAINTENANCE BUILDINGRENOVATION

1904.043

Revised:

Issued: 02.26.2020

JAMES D. GUTHRIE, LICENSE #10422EXPIRATION DATE 12/31/2020

PROJECT DESCRIPTION:RENOVATION OF EXISTING MAINTENANCE AND OFFICE BUILDING. RENOVATION WILLREWORK OFFICES AND MAINTENANCE WORKSHOP AND ADD A MEETING ROOM FORRESIDENTS.

BUILDING CODE:2017 OHIO BUILDING CODE

USE CLASSIFICATION:EXISTING:

(B) BUSINESS(B) ACCESSORY STORAGE / WORKSHOP

PROPOSED:(B) BUSINESS(B) ACCESSORY STORAGE / WORKSHOP(A-3) MEETING ROOM

PROJECT SQUARE FOOTAGE:TOTAL: 2,111 SF

CONSTRUCTION TYPE:IIB = CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS, EXCEPT AS PERMITTED BY SECTION 603.

HEIGHT AND AREA:CONSTRUCTION TYPE: IIBA-3 ALLOWABLE AREA: 9,500 sfTOTAL ALLOWABLE: 9,500 sfACTUAL AREA: 2,111 sf

A-3 ALLOWABLE HEIGHT: 2 STORIES (55')TOTAL ALLOWABLE: 2 STORIES (55')ACTUAL HEIGHT: 1 STORY (14')

FIRE SEPARATION:NON-SEPARATED MIXED USES.

FIRE PROTECTION:SPRINKLER SYSTEM NOT REQUIRED PER SECTIONS 903.2.1.3.

FIRE EXTINGUISHERS, PER NFPA 10, ARE REQUIRED TO BE INSTALLED PER SECTION 906.INCLUDING IN THE OFFICE AREA AND THE WORKSHOP AREA; TO BE LOCATED NOT MORETHAN 75'-0” BETWEEN EXTINGUISHERS.

SMOKE AND FIRE ALARMS:FIRE ALARM AND DETECTION SYSTEMS ARE NOT REQUIRED PER SECTION 907.2.1 OR 907.2.2

INTERIOR FINISH RATINGS:INTERIOR EXIT STAIRWAYS - CLASS ACORRIDORS FOR EXIT ACCESS - CLASS AROOMS AND ENCLOSURED SPACES - CLASS C

OCCUPANCY:(B) OFFICE: 974 SF / 100 = 10(A-3) MEETING: 780 SF/ 15 = 52

(31) OCCUPANTS @ ROOM 104(21) OCCUPANTS @ ROOM 105

(B) WORKSHOP: 306 SF/ 300 = 1TOTAL: = 63

MEANS OF EGRESS:(4) EXISTING EXITS WITH AT LEAST (2) SEPARATED BY A MINIMUM OF ½ THE DIAGONAL

LENGTH OF THE BUILDING PER SECTION 1007.1.1.

MINIMUM EGRESS WIDTH:DOORS: 32” (80 x 0.2 = 16”)MAXIMUM EXIT ACCESS TRAVEL DISTANCE: 200 FTMAXIMUM DEAD END: 20 FT

PLUMBING FIXTURES:(1) WATER CLOSET AND (1) LAVATORY FOR MALES(1) WATER CLOSET AND (1) LAVATORY FOR FEMALES(1) SERVICE / MOP SINK

· THE DRAWINGS ARE INTENDED TO GRAPHICALLY SHOW THE GENERAL REQUIREMENTS FOR THESCOPE OF WORK REQUIRED TO COMPLETE THIS RENOVATION. THE DRAWINGS DO NOT SHOW ORIDENTIFY ALL COMPONENTS, MATERIALS, ITEMS OR INSTALLATION METHOD NECESSARY TO MEETMANUFACTURERS, REGULATORY OR CODE REQUIREMENTS. SPECIFIC REGULATORY COMPLIANCEITEMS OR PROVISIONS ARE IDENTIFIED AND/OR REFERRED TO BY INDICATION OF THE APPROPRIATEASSEMBLY DESIGNATION OR GENERAL TERMINOLOGY, THE CONTRACTOR SHALL BE REQUIRED TOFAMILIARIZE THEMSELVES WITH THE APPLICABLE CODE PROVISIONS, ASSEMBLY DESIGNATION ORMATERIAL IDENTIFIED AND SHALL COMPLETE THIS PROJECT IN COMPLIANCE WITH THE APPLIANCEREQUIREMENTS.

· THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, SEQUENCING, ANDSAFETY REQUIREMENTS FOR THE PROJECT. EACH CONTRACTOR, SUBCONTRACTOR, LABORER, OROTHER PERSONS PERFORMING WORK ON THE PROJECT SITE SHALL BE RESPONSIBLE FORCOMPLIANCE WITH ALL APPLICABLE WORKPLACE AND CONSTRUCTION SAFETY REGULATIONSPROMULGATED BY FEDERAL, STATE OR LOCAL AUTHORITIES. THE CONTRACTOR IS SOLELYRESPONSIBLE FOR ASSURING THAT SIRE SPECIFIC SAFETY REQUIREMENTS ARE DOCUMENTS ANDDISSEMINATED TO ALL PARTIES AND SHALL MAINTAIN ALL REQUIRED RECORDS, FORMS, MANUALS,RULES OR OTHER DOCUMENTS AT THE SITE.

· THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION OF ALL UNDERGROUND UTILITIES, PUBLICOR PRIVATE, IN THE AREAS OF WORK PRIOR TO THE START OF WORK. ALL UTILITIES SHALL BEPROTECTED FROM DAMAGE DURING THE COMPLETION OF THE PROJECT.

· EACH SHEET CONTAINED IN THIS DRAWING SET IS AN INTEGRAL COMPONENT OF THECONSTRUCTION DOCUMENTS FOR THE PROJECT. PORTIONS OF THE WORK DESCRIBED ON ONESHEET MAY IMPACT, BE IMPACTED BY, OR RELY UPON INFORMATION OR WORK SHOWN ON THEOTHER SHEETS WITHIN DRAWINGS OR WITHIN THE SPECIFICATIONS. EACH CONTRACTOR SHALLFAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK REQUIRED FOR THE ENTIRE PROJECT ANDSHALL BE RESPONSIBLE FOR COORDINATION OF THEIR RESPECTIVE PORTIONS WITH OTHERTRADES TO ASSURE THAT THE WORK PROGRESSES IN AN ORDERLY AND TIMELY MANNER.

· ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTSAPPROVED BY THE AUTHORITIES HAVING JURISDICTION. EACH CONTRACTOR PERFORMING WORK ONTHE PROJECT SHALL REFER TO THE APPROVED DOCUMENTS FOR THE SCOPE OF WORK REQUIRED,USE OF BID SETS, LOOSE SHEETS OR OTHER ITEMS/DOCUMENTS NOT PART OF THE APPROVEDDOCUMENTS IS DONE AT THE RESPECTIVE PARTIES SOLE RISK. THE CONTRACTOR SHALL BERESPONSIBLE FOR MAINTENANCE AND SAFEKEEPING OF THE APPROVED DOCUMENTS.

· DO NOT SCALE DRAWINGS. IF ANY DISCREPANCY IS FOUND OR ANY INFORMATION OR CLARIFICATIONIS NEEDED WHICH CANNOT BE REASONABLY DETERMINED BY THE CONSTRUCTION DOCUMENTS,CONTRACT THE ARCHITECT FOR RESOLUTION. IN CASE OF DISCREPANCY REGARDING THEQUANTITY OR QUALITY, THE HIGHER QUALITY OR GREATER QUANTITY SHALL BE PROVIDED UNLESSDIRECTED OTHERWISE BY THE OWNER OR ARCHITECT.

· ALL WORK DESCRIBED HEREIN IS DESIGNED AND INTENDED TO COMPLY WITH THE PROVISIONS OFICC/ANSI A117.1 AND THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS. THE CONTRACTOR SHALLENSURE THE WORK IS COMPLETED TO MEET THE APPLICABLE REQUIREMENTS AND SHALL BECOMEFAMILIAR WITH THE APPLICABLE PROVISIONS BEFORE COMPLETE THE WORK DESCRIBED HEREIN.

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COPYRIGHT C 2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF HUB+WEBER ARCHITECTS, PLC NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE USED FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED WITHOUT THE WRITTEN CONSENT OF HUB+WEBER ARCHITECTS, PLC
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RENOVATION
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BUILDING RENOVATION
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1700 WABASH AVE
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%%UVICINITY MAP
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CINCINNATI, OHIO 45215
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%%U DATE
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CURRENT
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SHEET
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SHEET
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G001-M
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05.06.20
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COVER SHEET AND CODE INFORMATION
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%%UCODE INFORMATION
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%%UDRAWING INDEX
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SHEET
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SHEET
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%%U NUMBER
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%%UDRAWINGS BY OTHERS
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MARIANNA TERRACE OFFICE
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C101-M
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05.06.20
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ARCHITECTURAL SITE PLAN
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D101-M
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05.06.20
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DEMO FLOOR PLANS
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A101-M
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05.06.20
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FLOOR PLANS
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A201-M
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02.26.20
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ELEVATIONS
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A401-M
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02.26.20
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REFLECTED CEILING PLANS
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A501-M
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02.26.20
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SCHEDULES AND INTERIOR ELEVATIONS
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SITE
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M100
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02.26.20
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MECHANICAL PLAN
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M200
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02.26.20
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MECHANICAL DETAILS
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P100
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02.26.20
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PLUMBING PLAN
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P200
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02.26.20
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PLUMBING DETAILS
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E100
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02.26.20
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ELECTRICAL POWER PLAN
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E200
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05.06.20
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ELECTRICAL LIGHTING PLAN
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E300
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05.06.20
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ELECTRICAL DETAILS
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%%UGENERAL PROJECT NOTES
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A102-M
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02.26.20
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ROOF PLAN
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S101-M
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02.26.20
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STRUCTURAL PLANS
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D201-M
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02.26.20
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DEMO ELEVATION PLANS
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%%UOWNER
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CMHA
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1627 WESTERN AVENUE CINCINNATI, OH 45214 (513) 721-4580721-4580
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%%UARCHITECT
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HUB + WEBER ARCHITECTS, PLC
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200 WEST PIKE STREET COVINGTON, KENTUCKY 41011 (859) 491-3844
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%%UCIVIL ENGINEER
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ABERCROMBIE AND ASSOCIATES
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8111 CHEVIOT ROAD, SUITE 200 CINCINNATI, OHIO 45247 (513) 245-5161
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%%UMECHANICAL, ELECTRICAL, PLUMBING ENGINEER
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ENGINEERED BUILDING SYSTEMS
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515 MONMOUTH STREET NEWPORT, KENTUCKY 41071 (859) 261-0585
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%%ULANDSCAPE ARCHITECT
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PLACE WORKSHOP
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250 EAST FIFTH STREET, 15TH FLOOR CINCINNATI, OHIO 45202 (513) 512-2366
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%%USTRUCTURAL ENGINEER
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ROENKER ENGINEERING
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3276 HIGHRIDGE DRIVE TAYLOR MILL, KY 41015 (85) 331-0084
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1
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1
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2020.04.06 - PLAN REVIEW
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2
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2020.05.06 - ADDENDUM #2
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S102-M
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05.06.20
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STRUCTURAL PLANS
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L101
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LANDSCAPE PLAN
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A301-M
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02.26.20
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STAIR AND RAMP DETAILS
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C101-M

ARCHITECTURALSITE PLAN

200 West Pike StreetCovington, KY 41011P h : 8 5 9 - 4 9 1 - 3 8 4 4F x : 8 5 9 - 6 5 5 - 3 2 4 3h w @ h u b w e b e r . c o m

Hub + WeberArchitects, PLC

MARIANNATERRACE1700 WABASH AVECINCINNATI, OH

MAINTENANCE BUILDINGRENOVATION

1904.043

Revised:

Issued: 02.26.2020

JAMES D. GUTHRIE, LICENSE #10422EXPIRATION DATE 12/31/2020

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NEW PLANTING & BORDERS; SEE LANDSCAPE PLANS
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NEW 4" CONCRETE SIDEWALK STAIR, AND HANDRAILS
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EXISTING TREE TO REMAIN
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EXISTING LAWN TO REMAIN; RESEED AS NEEDED AFTER CONSTRUCTION
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PROVIDE NEW VINYL COATED CHAIN LINK FENCE @ PERIMETER OF PARKING AREA; MATCH EXISTING FENCE DIMENSIONS
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RESURFACE EXISTING ASPHALT PARKING AREA
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EXISTING TREE TO REMAIN
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EXISTING CONCRETE PAD AND STOOP; NO WORK
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EXISTING CONCRETE SIDEWALKS TO REMAIN THROUGHOUT, UNLESS OTHERWISE NOTED
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EXISTING SCRUBS TO REMAIN
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NEW CONCRETE RAMP W/NEW HANDRAILS, TYP.
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EXPANSION JOINT
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PROVIDE CONTROL JOINTS AS SHOWN
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EXPANSION JOINT
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EXISTING SIDEWALK; NO WORK
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NEW VINYL COATED CHAIN LINK FENCE AND GATE
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EXISTING CONCRETE PERIMETER CURB
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COPYRIGHT C 2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF HUB+WEBER ARCHITECTS, PLC NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE USED FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED WITHOUT THE WRITTEN CONSENT OF HUB+WEBER ARCHITECTS, PLC
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2020.05.06 - ADDENDUM #2
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D101-M

MAINTENANCEBUILDING DEMOPLAN

200 West Pike StreetCovington, KY 41011P h : 8 5 9 - 4 9 1 - 3 8 4 4F x : 8 5 9 - 6 5 5 - 3 2 4 3h w @ h u b w e b e r . c o m

Hub + WeberArchitects, PLC

MARIANNATERRACE1700 WABASH AVECINCINNATI, OH

MAINTENANCE BUILDINGRENOVATION

1904.043

Revised:

Issued: 02.26.2020

JAMES D. GUTHRIE, LICENSE #10422EXPIRATION DATE 12/31/2020

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REMOVE EXIST VANITY & SINKS
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REMOVE EXIST TOILETS
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REMOVE BLOCK WALL AS SHOWN
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REMOVE DOORS
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REMOVE DOOR, WINDOW, AND WALL TO FLOOR; JAMB TO JAMB
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REMOVE DOORS
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REMOVE DOORS AND WALLS
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REMOVE EXIST TOILETS, SINK, AND PARTITIONS, CAP PLUMBING AS REQUIRED
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REMOVE DOORS AND WALLS
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REMOVE EXIST. DUCTWORK & FURNACE
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REMOVE EXIST. DUCTWORK & FURNACE
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REMOVE EXISTING STAIRS
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DN
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REMOVE AWNING ABOVE DOOR
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REMOVE AWNING ABOVE DOOR
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EXISTING TREES TO REMAIN; PROTECT AND MAINTAIN DURING CONSTRUCTION
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REMOVE ALL STEEL SECURITY SCREENS ON WINDOWS
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REMOVE ALL STEEL SECURITY SCREENS ON WINDOWS
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REMOVE TREE, PLANTS, AND WOOD BORDER
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REMOVE WOOD BORDER
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REMOVE PLANTS AND WOOD BORDER
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REMOVE EXISTING HANDRAIL
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REMOVE EXISTING HANDRAIL
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EXISTING RAMP TO BE REMOVED
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REMOVE PLANTS AND WOOD BORDER
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REMOVE PLANTS
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EXISTING TREES TO REMAIN; PROTECT AND MAINTAIN DURING CONSTRUCTION
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REMOVE EXIST. CHAIN LINK FENCING AND GATE AT PERIMETER OF MAINTENANCE BUILDING PARKING
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REMOVE EXIST. DOOR, WIDEN OPENING FOR NEW 3'-0" DOOR
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EXISTING SIDEWALK; NO WORK
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EXPAND OPENING; SAW CUT AND TOOTH MASONRY FOR NEW OPENING
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REMOVE WALLS; PATCH AND REPAIR THRESHOLD FOR NEW OPENING; SAWCUT AND TOOTH ALL MASONRY AND FINISH
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REMOVE EXIST STAIR
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PATCH FLOORS @ DEMO WALLS WHEN NEEDED FOR NEW FLOORING
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MAINTAIN EXISTING BUSHES
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EXISTING SERVICE DOOR & INFILL WALL TO REMAIN; PATCH AND REPAIR ANY DAMAGE OR DECAYED
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RELOCATE EXISTING DATA AND SERVICE EQUIPMENT TO STORAGE ROOM 111
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COPYRIGHT C 2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF HUB+WEBER ARCHITECTS, PLC NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE USED FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED WITHOUT THE WRITTEN CONSENT OF HUB+WEBER ARCHITECTS, PLC
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1/4" = 1'-0"
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GENERAL DEMOLITION NOTES
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1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONSTRUCTION CONDITIONS PRIOR TO CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONSTRUCTION CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. 2. CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY SHORING REQUIRED DURING DEMOLITION. CONTRACTOR RESPONSIBLE FOR ALL TEMPORARY SHORING REQUIRED DURING DEMOLITION. 3. COORDINATE DEMOLITION WITH NEW STRUCTURE SHOWN ELSEWHERE IN THESE DOCUMENTS. COORDINATE DEMOLITION WITH NEW STRUCTURE SHOWN ELSEWHERE IN THESE DOCUMENTS. 4. COORDINATE SCOPE OF DEMOLITION WITH PROPOSED WORK SHOWN ELSEWHERE IN THESE COORDINATE SCOPE OF DEMOLITION WITH PROPOSED WORK SHOWN ELSEWHERE IN THESE DOCUMENTS. 5. SEE FLOOR PLAN FOR ADDITIONAL DIMENSIONS. SEE FLOOR PLAN FOR ADDITIONAL DIMENSIONS. 6. REMOVE ALL CEILING GRID AND TILE. REMOVE ALL CEILING GRID AND TILE. 7. REMOVE ALL FASTENERS, CLIPS, ATTACHMENTS AND LOOSE MATERIAL FROM: WALLS, FLOOR REMOVE ALL FASTENERS, CLIPS, ATTACHMENTS AND LOOSE MATERIAL FROM: WALLS, FLOOR JOISTS, SUB-FLOOR, AND OTHER STRUCTURAL COMPONENTS. 8. REMOVE ALL FLOORING FINISHES AND ANY DAMAGED OR IMPROPERLY SECURED SUB-FLOOR REMOVE ALL FLOORING FINISHES AND ANY DAMAGED OR IMPROPERLY SECURED SUB-FLOOR MATERIALS, REPLACE AS REQUIRED. 9. ALL DEBRIS SHALL BE CONTAINED. CONTRACTOR SHALL MINIMIZE INTERFERENCE WITH ALL DEBRIS SHALL BE CONTAINED. CONTRACTOR SHALL MINIMIZE INTERFERENCE WITH COMMON AREAS. 10. GRIND AND PATCH AREAS OF FLOOR WHERE WALLS HAVE BEEN REMOVED TO BRING INTO GRIND AND PATCH AREAS OF FLOOR WHERE WALLS HAVE BEEN REMOVED TO BRING INTO LEVEL WITH SURROUNDING FLOOR.
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EXISTING TO REMAIN EXISTING TO BE DEMOLISHED
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6A501

7A501

5A501

CS101

BS101

AA301

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MAINTENANCEBUILDING FLOORPLAN

200 West Pike StreetCovington, KY 41011P h : 8 5 9 - 4 9 1 - 3 8 4 4F x : 8 5 9 - 6 5 5 - 3 2 4 3h w @ h u b w e b e r . c o m

Hub + WeberArchitects, PLC

MARIANNATERRACE1700 WABASH AVECINCINNATI, OH

MAINTENANCE BUILDINGRENOVATION

1904.043

Revised:

Issued: 02.26.2020

JAMES D. GUTHRIE, LICENSE #10422EXPIRATION DATE 12/31/2020

A101-M

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12" GYPSUM GYPSUM BOARD
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A
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3-5/8" STUD W/1/2" DW
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TYPICAL INTERIOR
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PARTITION
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B
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3-5/8" STUD W/1/2" DW
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STANDARD STUD WALL W/DW
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EXTERIOR WALL
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3 " STUDS, 58" STUDS, 25 GA @ 16" O.C.
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* ALL WALL TYPES ARE "A" UNLESS OTHERWISE NOTED.
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EXTEND WALL TO BOTTOM OF DECK
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C
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8" CMU WALL
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MATCH EXIST. WALL
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INTERIOR PARTITON
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EXTEND WALL TO SAME HEIGHT AS EXIST CMU WALL
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8" CMU BLOCK
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R38 BATT INSULATION
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R38 BATT INSULATION
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ACOUSTICAL TILE CEILING TIGHT TO B/JOISTS
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D
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3-5/8" STUD W/1/2" DW
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FURRED CMU INSULATED WALL
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EXTERIOR WALL
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12" GYPSUM GYPSUM BOARD
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3 " STUDS, 58" STUDS, 25 GA @ 16" O.C.
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EXTEND WALL TO BOTTOM OF DECK
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EXIST. CMU WALL W/BRICK VENEER
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3 " or R12 12" or R12 BATT INSULATION
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R38 BATT INSULATION
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12" GYPSUM GYPSUM BOARD
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3 " STUDS, 58" STUDS, 25 GA @ 16" O.C.
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EXTEND WALL TO BOTTOM OF DECK
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R38 BATT INSULATION
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OFFICE SIDE
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MAINTENANCE SHOP
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ACOUSTICAL TILE CEILING TIGHT TO B/JOISTS
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ACOUSTICAL TILE CEILING TIGHT TO B/ JOISTS
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LOBBY
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101
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EXISTING
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AND STORAGE
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112
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NEW WORKSHOP/
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STORAGE
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111
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EXISTING
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RR
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102
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MENS
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RR
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103
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WOMENS
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111
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104
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103
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102
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101
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EX-4
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112
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A
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A501
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DN
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C
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EXISTING VINYL WINDOWS TO REMAIN
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106
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MEETING
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104
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NEW
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MEETING
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105
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NEW KIDS
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105
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COPIER AREA
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106
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NEW WAITING/
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MEETING
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107
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NEW
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107
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108
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109
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110
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OFFICE
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108
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NEW
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OFFICE
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110
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NEW
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OFFICE
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109
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NEW
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C
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B
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B
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B
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ALIGN W/ OPENING
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1
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2
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EX-3
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REGRADE FROM PORCH 1:8
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REGRADE FROM PORCH 1:8
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D
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D
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D
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D
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D
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D
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3
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NEW MOP SINK
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REPLACE ALL EXISTING COPING & TRIM W/ALUMINUM WRAPPED PRESSURE TREATED WOOD
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PROVIDE NEW PREFINISHED ALUMINUM GUTTERS & DOWNSPOUTS @ EXISTING LOCATIONS
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PATCH & REPAIR EXISTING INFILL AND DOORS; PROVIDE NEW PAINT TO MATCH NEW TRIM
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NEW PREFINISHED ALUMINUM PANEL FOCAL WALL W/ ALUMINUM WRAPPED STEEL CANOPY; SEE A/S101 FOR CONSTRUCTION DETAILS
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NEW CONCRETE SIDEWALK & STAIR, NEW GUARD AND HANDRAILS; PROVIDE 12" HANDRAIL EXTENSIONS AT TOP & BOTTOM RISER; SEE DETAIL @ C/S101
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NEW ACCESSIBLE CONCRETE RAMP, PROVIDE 1 " STEEL PIPE 12" STEEL PIPECURB & HANDRAILS, PROVIDE 12" HANDRAIL EXTENSIONS AT TOP & BTM; SEE SECTION FOR ADD'L DETAILS
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EXISTING SIDEWALK TO REMAIN
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NEW WOOD STAIR W/STEEL HANDRAIL
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RELOCATE SERVICE AND DATA EQUIPMENT INTO STORAGE RM 111
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PATH OF TRAVEL: 28'-0"
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PATH OF TRAVEL: 62'-2"
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PROVIDE FIRE EXTINGUISHERS
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PROVIDE FIRE EXTINGUISHERS
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LANDSCAPING UNDER SEPARATE CONTRACT
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PROVIDE BLINDS @ ALL WINDOWS, TYP.
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306 SF / 15 SF PER OCCUPANT TOTAL: 21 OCCUPANTS. SINGLE EXIT PERMITTED & PROVIDED AT DOOR 112.
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458 SF / 15 SF PER OCCUPANT TOTAL: 31 OCCUPANTS. SINGLE EXIT PERMITTED & PROVIDED AT DOOR 111.
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COPYRIGHT C 2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF HUB+WEBER ARCHITECTS, PLC NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE USED FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED WITHOUT THE WRITTEN CONSENT OF HUB+WEBER ARCHITECTS, PLC
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2020.04.06 - PLAN REVIEW
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NORTH
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TRUE
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NORTH
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PLAN
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%%UFLOOR PLAN
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1/4" = 1'-0"
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PLAN NOTES
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1. ALL DIMENSIONS FOR NEW WALLS TO NEW WALLS ARE GIVEN FROM FACE OF FRAMING TO ALL DIMENSIONS FOR NEW WALLS TO NEW WALLS ARE GIVEN FROM FACE OF FRAMING TO FACE OF FRAMING. DIMENSIONS FOR NEW WALLS TO EXISTING WALLS ARE GIVEN FROM FACE OF FRAMING TO FACE OF EXISTING DRYWALL. 2. DIMENSIONS: USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE DIMENSIONS: USE DIMENSIONS SHOWN; IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DRAWINGS AS APPLICABLE. 3. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF CONSTRUCTION TO BE USED IN THE WORK ALL SUCH MATERIALS AND METHODS ARE TO MAINTAIN STANDARDS OF THE INDUSTRY. 4. MATERIAL, EQUIPMENT, ETC. NOT INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN BUT MATERIAL, EQUIPMENT, ETC. NOT INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN BUT REQUIRED FOR THE SUCCESSFUL AND EFFICIENT COMPLETION OF THE INSTALLATION SHALL BE HELD TO BE IMPLIED AND SHALL BE FURNISHED AND INSTALLED FOR NO ADDITIONAL COST. 5. CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL, THERMAL AND MOISTURE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL, THERMAL AND MOISTURE PERFORMANCE OF THE PROJECT. 6. HANDRAIL, 36" A.F.F. HANDRAIL TO WITHSTAND 200 LB. CONCENTRATED LOAD AND 50 LB. HANDRAIL, 36" A.F.F. HANDRAIL TO WITHSTAND 200 LB. CONCENTRATED LOAD AND 50 LB. LATERAL FOOT CONTINUOUS LOAD. HANDRAIL TO BE PROFILE PER KBC 2018 W/ 12" EXTENSIONS THAT RETURN TO THE WALL OR FLOOR. 7. PROVIDE R38 BATT INSULATION THROUGHOUT BUILDING, ATTACH AS REQUIRED AT ROOF PROVIDE R38 BATT INSULATION THROUGHOUT BUILDING, ATTACH AS REQUIRED AT ROOF JOISTS AND AT EXPOSED CEILING IN MAINTENANCE SHOP. 8. PROVIDE SIGNAGE PER ANSI ICC A117.1 - 2009 AT ALL REQUIRED AREAS.PROVIDE SIGNAGE PER ANSI ICC A117.1 - 2009 AT ALL REQUIRED AREAS.
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%%UWALL TYPES
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NTS
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HEADER/LINTEL SCHEDULE
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TYPE
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DESCRIPTION
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1
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(2) 4"X8" PRECAST LINTEL TO MATCH EXIST. CMU WIDTH W/ (1) #4 TOP & BOTTOM, 8" BEARING EACH SIDE - OPENING 4'-8" WIDE. BOTTOM OF OPENING AT 7'-4" AFF. (3) 6"X3"X " PAINTED STEEL ANGLE, 8" BEARING EACH END - OPENING 9'-6" WIDE. 38" PAINTED STEEL ANGLE, 8" BEARING EACH END - OPENING 9'-6" WIDE. BOTTOM OF OPENING AT 7'-4" AFF. (2) 4"X8" PRECAST LINTEL TO MATCH EXIST. CMU WIDTH W/ (1) #4 TOP & BOTTOM, 8" BEARING EACH SIDE - OPENING 5'-0" WIDE. BOTTOM OF OPENING AT 7'-4" AFF.
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2020.05.06 - ADDENDUM #2
Page 6: G001-M...TRUE NORTH PLAN %%UARCHITECTURAL SITE PLAN 1/8" = 1'-0" 2 2020.05.06 - ADDENDUM #2 D101-M MAINTENANCE BUILDING DEMO PLAN 200 West Pike Street …

MAINTENANCEBUILDING ROOFFRAMING

200 West Pike StreetCovington, KY 41011P h : 8 5 9 - 4 9 1 - 3 8 4 4F x : 8 5 9 - 6 5 5 - 3 2 4 3h w @ h u b w e b e r . c o m

Hub + WeberArchitects, PLC

MARIANNATERRACE1700 WABASH AVECINCINNATI, OH

MAINTENANCE BUILDINGRENOVATION

1904.043

Revised:

Issued: 02.26.2020

JAMES D. GUTHRIE, LICENSE #10422EXPIRATION DATE 12/31/2020

S102-M

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PROVIDE (3) 3 ", 20 GA 58", 20 GA METAL STUDS BELOW EACH ROOF TRUSS THAT SUPPORTS NEW ROOF TOP UNITS
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PROVIDE (3) 3 ", 20 GA 58", 20 GA METAL STUDS BELOW EACH ROOF TRUSS THAT SUPPORTS NEW ROOF TOP UNITS
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COPYRIGHT C 2019 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF HUB+WEBER ARCHITECTS, PLC NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE USED FOR OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED WITHOUT THE WRITTEN CONSENT OF HUB+WEBER ARCHITECTS, PLC
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NORTH
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TRUE
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NORTH
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PLAN
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%%UROOF FRAMING PLAN
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1/4" = 1'-0"
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2
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2020.05.06 - ADDENDUM #2
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