Single Family by John Peterson

INTENT OF CONTRACT DOCUMENTS: THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR AND SUBCONTRACTOR.

CONTRACTOR SHALL UTILIZE ALL MEANS NECESSARY DURING DEMOLITION AND NEW CONSTRUCTION TO INSURE THAT ALL NEW CONSTRUCTION AND EXISTING FINISHED SPACES ARE THOROUGHLY PROTECTED FROM WATER, THERMAL AND WIND DAMAGE, AND SHALL REMEDY, AT THE CONTRACTOR'S EXPENSE, ANY SUCH DAMAGE THAT MAY OCCUR.

IT IS UNDERSTOOD AND AGREED THAT THE ARCHITECT'S BASIC SERVICES DO NOT INCLUDE MECHANICAL, PLUMBING OR ELECTRICAL ENGINEERING OR DESIGN AND THAT SUCH SERVICES WILL BE PROVIDED FOR BY OTHERS. RSA ARCHITECTS, LLC ACCEPTS NO RESPONSIBILITY FOR THE MECHANICAL, PLUMBING OR ELECTRICAL ENGINEERING OR DESIGN, OR FOR ANY FAILINGS DUE TO OR INDUCED BY DEFICIENCIES OR ERRORS IN THE DESIGN, ENGINEERING OR CONSTRUCTION OF THESE SYSTEMS. MECHANICAL AND ELECTRICAL SCHEMATICS ARE PROVIDED.

STRUCTURE SHALL BE PROTECTED, AS NECESSARY, WITH TEMPORARY ENCLOSURES FOR WEATHER RELATED PROTECTION AND SECURITY PURPOSES. CONSTRUCTION MATERIALS STORED OUTSIDE SHALL BE COVERED AND PROTECTED WITH WATERPROOF TARPS AND ADEQUATELY SECURED FROM NATURAL AND INDUCED MOVEMENT. WOOD AND SIMILAR MATERIALS SHALL NOT BE STORED IN CONTACT WITH THE GROUND.

ON-SITE & EXISTING CONDITIONS VERIFICATION: THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO REVIEW THE PROJECT WITH THE OWNER AND TO BECOME FAMILIAR WITH EXISTING CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCING THE WORK. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. COORDINATION OF THE WORK: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE WORK AND METHODS OF CONSTRUCTION.

INTERPRETATION OF CONTRACT DOCUMENTS: SHOULD DISCREPANCIES OR AMBIGUITIES IN, OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS BE FOUND, OR INQUIRIES RELATIVE TO THE MEANING OR INTENT OF THE CONTRACT DOCUMENTS ARISE, THEY SHALL BE SUBMITTED TO THE ARCHITECT AND WILL BE ANSWERED BY ADDENDA. SUCH INSTRUCTIONS AND OTHER ADDENDA ISSUED PRIOR TO DATE OF THE SIGNING OF THE AGREEMENT WILL BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS AND BE BINDING TO THE CONTRACTOR AND SUBCONTRACTOR. MANUFACTURER'S PRODUCTS AND FABRICATIONS: ALL MANUFACTURER'S AND FABRICATOR'S PRINTED WARNING FOR HANDLING OF THEIR PRODUCTS MUST BE STRICTLY OBSERVED. ALSO AS PER LOCAL CODES AND OTHER REQUIREMENTS.

ALL PRODUCTS AND MATERIALS MUST BE PROVIDED AND INSTALLED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. IN THE EVENT OF CONFLICT BETWEEN THE DRAWINGS OR THE SPECIFICATIONS AND THE MANUFACTURER'S RECOMMENDATIONS, NOTIFY THE ARCHITECT AND OBTAIN CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

DEMOLITION NOTES (CONTINUED): WHERE DEMOLITION, CONSTRUCTION, OR RELATED ACTIVITIES ARE TO OCCUR IN AREAS WITH EXISTING CARPET, HARDWOOD, VINYL OR CERAMIC FLOOR FINISH, ADEQUATE PROTECTIVE COVERINGS SHALL BE TEMPORARILY INSTALLED, BY THE CONTRACTOR, TO PROTECT FINISHES FROM DAMAGE. HVAC LOUVERS AND DIFFUSERS SHALL BE COVERED WITH TEMPORARY FILTERS DURING THE DEMOLITION AND CONSTRUCTION PHASE.

CONTRACTOR SHALL PROVIDE A PORTABLE TOILET FOR USE BY ALL PERSONNEL, LOCATED WHERE DIRECTED BY OWNER, WHICH SHALL BE CLEANED AND SERVICES ON A REGULAR BASIS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS AND ZONING ORDINANCES AFFILIATED WITH PORTABLE TOILETS, WHERE APPLICABLE. POST-CONSTRUCTION NOTES: AT THE COMPLETION OF THE PROJECT AND DURING THE PROJECT AS NECESSARY, CONTRACTOR SHALL THOROUGHLY CLEAN ALL WORK, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: • REMOVAL OF MORTAR SPLATTERS OR STAINS FROM ALL INTERIOR AND EXTERIOR FINISHES • REMOVAL OF MASONRY WATERPROOFING ABOVE FINISH GRADE • REMOVAL OR ANY SPLATTERS OR STAINS FROM EXTERIOR SIDING, ROOFING, OR OTHER EXTERIOR MATERIALS. • REMOVAL OF ALL STAINS FROM ALL EXPOSED CONCRETE WORK, WITH EXCEPTION OF CRAWL SPACE CONCRETE. • REMOVAL OF STAINS AND CLEANING OF ALL INTERIOR FINISHES (COUNTERTOPS, PLUMBING FIXTURES, FLOORING, ETC.) • THOROUGH CLEANING OF FAUCET SCREENS AND PLUMBING TRAPS. • VACUUMING OF ALL FLOORS, FOLLOWED BY WET MOPPING OF ALL HARD SURFACE FLOORS. • DUSTING OF ALL WALLS, CEILINGS, TRIMS, DOORS, WINDOWS, CABINETS, ETC., INCLUDING THE INTERIOR SURFACES OF ALL CABINETS. • REMOVAL OF ALL WINDOW AND DOOR STICKERS, INCLUDING GLUE RESIDUE, PAINT OR STAIN OVERLAPPING ON GLASS AND OTHER GLASS SPATTERS. • POLISHING OF ALL WINDOWS, MIRRORS OR SURFACES WITH REFLECTIVE OR TRANSPARENT QUALITIES.

T O

GUARANTEE: CONTRACTOR SHALL GUARANTEE THAT ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING COMPLETION OF ALL WORK AND THAT ALL DEFECTS ARISING WITHIN THIS PERIOD OF TIME SHALL BE CORRECTED, REPAIRED OR REPLACED WITHIN 30 DAYS OF NOTIFICATION OF SUCH DEFECTS BY OWNER OR ARCHITECT.

LIABILITY INSURANCE: THE CONTRACTOR SHALL CARRY FOR THIS PROJECT CONTRACTORS PUBLIC LIABILITY INSURANCE (INCLUDING PRODUCT AND COMPLETED OPERATIONS) IN THE AMOUNT OF NOT LESS THAN $1,000,000.00 PER OCCURRENCE OF BODILY INJURY AND THE SAME AMOUNT FOR PROPERTY DAMAGE.

CONSTRUCTION MATERIALS: ALL MATERIALS SHALL BE STORED ON THE SITE AS DIRECTED BY THE OWNER.

FIREPLACE NOTES: ALL EXISTING FIREPLACES TO BE INSPECTED AND REPAIRED AS REQUIRED TO COMPLETE WORKING ORDER AND AS DIRECTED ON THE DRAWINGS.

OWNER'S PERSONAL PROPERTY: THE OWNER SHALL BE RESPONSIBLE FOR REMOVING PERSONAL PROPERTY AS REQUIRED BY THE CONTRACTOR TO PROVIDE CLEAR AND EASY ACCESS TO ALL AREAS UNDER CONSTRUCTION. PROPERTY PROTECTION: PRECAUTIONS SHALL BE TAKEN TO PROTECT THE EXISTING STRUCTURE, GROUNDS, PLANTINGS, DRIVE, ETC. FROM ANY DAMAGE. DAMAGE INCURRED AS A RESULT OF CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DUST PROOF BARRIERS AT AREAS WHICH ARE UNDER CONSTRUCTION.

44 W. Washington St., Chagrin Falls OH

BARRIERS, BARRICADES, SIGNS, WARNING LIGHTS OR OTHER SAFETY DEVICES SHALL BE PROVIDED TO INSURE SAFETY TO THE OWNER, WORKERS AND THE GENERAL PUBLIC FROM HAZARDOUS CONDITIONS WHICH MAY ARISE AS A RESULT OF THE WORK. TO MINIMIZE INTRUSION OF DUST AND OTHER DEBRIS, CONSTRUCTION AREAS SHALL BE SEALED-OFF FROM INTERIOR SPACES WITH PLASTIC ENCLOSURES WITH ZIPPERED DOORWAYS, OR SIMILAR. DUST, DEBRIS, AIRBORNE PAINTS, DISTURBING OR TOXIC FUMES OR OTHERS, ARE TO BE ISOLATED FROM EXISTING FINISH SPACES, AS WELL AS FROM THE GENERAL PUBLIC. DAMAGES RESULTING FROM THE PREVIOUSLY MENTIONED TO BE REMEDIED BY THE CONTRACTOR.

ADDITIONALLY, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, INCLUDING VACUUMING, OF ALL CONSTRUCTION, OR OTHER DEBRIS, FROM JOIST, RAFTER, STUD, OR OTHER CAVITIES, PRIOR TO GYPSUM BOARD, INSULATION, FINISH FLOORING OR SURFACING

MISCELLANEOUS NOTES: THE BUILDING IS NOT STRUCTURALLY STABLE UNTIL ALL CONNECTIONS, FRAMING, SHEAR WALLS, 'X' BRACING, AND EXTERIOR LOAD BEARING WALLS ARE COMPLETE AND HAVE ACHIEVED DESIGN STRENGTH. THE CONTRACTOR IS SOLELY RESPONSIBLE TO MAINTAIN STRUCTURAL STABILITY DURING ERECTION AND CONSTRUCTION. TEMPORARY BRACING SYSTEMS ARE NOT TO BE REMOVED UNTIL STRUCTURAL WORK IS COMPLETE.

ALL ANGLED WALLS ON THE FLOOR PLANS ARE AT A 45 DEGREE ANGLE, UNLESS OTHERWISE NOTED.

IF USED, TRUSS MANUFACTURER AND CONTRACTOR TO COORDINATE ALL DIMENSIONAL RELATIONSHIPS. ALL ROOF AND FLOOR TRUSSES AND GIRDERS TO BE ENGINEERED BY TRUSS SUPPLIER AND MANUFACTURER. SEND TRUSS SHOP DRAWINGS TO ARCHITECT FOR REVIEW OF ARCHITECTURAL CONFIGURATION. ALL TRUSSES TO BE ENGINEERED BY TRUSS MANUFACTURER ACCORDING TO THE LOADING AS INDICATED IN THESE SPECIFICATIONS.

NOTE: ADJUST OVERHANGS TO PROVIDE CLEARANCE FOR WINDOWS TO OPEN, IF REQUIRED. ADJUST OVERHANGS TO MAINTAIN CONSTANT LEVEL WHEN THE PLANS CALL FOR (2) DIFFERENT PITCHES AT A HIP.

FINISHED SQUARE FOOTAGES ARE MEASURED TO THE OUTSIDE OF ALL WALLS. THEY INCLUDE INTERIOR FIREPLACES AND EVERY LOCATION IN WHICH THE FLOOR JOISTS PROJECT FROM THE FOUNDATION. NOT INCLUDED IN SQUARE FOOTAGES: WINDOW BOXES WHERE THE FLOOR JOISTS DO NOT PROJECT FROM THE FOUNDATION, 2-STORY ENTRIES, GARAGE, DECKS, PORCHES, UNFINISHED STORAGE AREAS, BASEMENTS OR ANY OTHER UNFINISHED AREAS.

VICINITY MAP

PROPOSED VIEW FROM SIDEWALK

SCALE: NONE

NORTH

PROJECT DATA:

DRAWING INDEX

APPLICABLE CODES: 2013 RESIDENTIAL CODE OF OHIO (LATEST EDITION) 2009 INTERNATIONAL ENERGY CONSERVATION CODE 2011 OHIO PLUMBING CODE (LATEST EDITION) OHIO MECHANICAL CODE (LATEST EDITION) 2011 NATIONAL ELECTRICAL CODE (LATEST EDITION)

CS-1 CS-2 SP-1 SP-2

DESIGN CRITERIA:

LIVE LOADS • FIRST FLOOR = 40 PSF • SECOND FLOOR (BEDROOMS) = 40 PSF • ATTIC FLOORS (LIMITED STORAGE) = 20 PSF • CEILING JOISTS (NO STORAGE) = 10 PSF • DECKS = 40 PSF • ROOF FRAMING = 25 PSF DEAD LOADS • ALL FLOOR AREAS = 15 PSF • TILED FLOOR AREAS = 25 PSF • KITCHEN FLOORS = 25 PSF • CEILING = 10 PSF • ROOFS = 15 PSF • DECKS = 10 PSF *NOTIFY ARCHITECT IF MARBLE FLOORS ARE TO BE USED* WIND LOAD =

Name Elevation

FINISHED FLOOR OR ROOF LEVEL VERTICAL ELEVATION

A101

AS-01

Architectural Site Plan

D-1 D-2 D-3

Basement Demo Plan First Floor Demo Plan Second Floor Demo Plan

1 A101

SITE CLASS "D" DESIGN CATEGORY "B" SESIMIC SYSTEM : LIGHT FRAME SHEAR WALLS

PROJECT SCOPE:

A-01 A-02 A-03 A-04 A-05 A-06 A-07 A-08 A-09

Basement Plan First Floor Plan Second Floor Plan Roof Plan Elevations Elevations Building Sections Wall Sections Details

ME-01 ME-02 ME-03

Basement Electrical First Floor Electrical Second Floor Electrical

INTERIOR ELEVATION NUMBERS SHEET REFERENCE

BW-01

CONSULTANT:

MATERIAL LEGEND:

EARTHWORK

REVISION

DATE

10/19/17

POROUS FILL CONCRETE

SIM

BUILDING SECTION NUMBER SHEET REFERENCE DETAIL CALLOUT NUMBER SHEET REFERENCE

SPOT ELEVATION

CONCRETE BLOCK (CMU) STEEL

STONE VENEER WOOD - FINISH PLYWOOD

ROOM NAME

ROOM NAME ROOM SIZE

WOOD - DIMENSIONAL WOOD BLOCKING

number

DOOR NUMBER

BATT INSULATION

WINDOW TYPE NUMBER

RIGID INSULATION

WALL TYPE

GYPSUM BOARD / DRYWALL

X.X

KEYNOTE

XXX

MATERIAL / FURNITURE TAG

THIS PROJECT IS AN ADDITION AND INTERIOR RENOVATION TO AN EXISTING WOOD FRAMED 1-1/2 STORY HOUSE. THE ADDITION INCLUDES RAISING THE EXISTING FLOOR AND ROOF TO THE AREA PAST THE FORWARD FACING GABLE, AND AN ADDITION TO THE REAR THAT WILL INCLUDE 2 BEDROOMS ABOVE A NEW KITCHEN AND GREAT AND A NEW OPEN PORCH.

RICHARD E. SIEGFRIED LICENSE #7349 EXPIRATION DATE 12/31/17

DRAWING SYMBOLS:

A101

DESIGN VELOCITY 90 MPH EXPOSURE "B" IMPORTANCE FACTOR 1.0 DESIGN PRESSURE 15 PSF

SEISMIC PROVISIONS =

Cover Sheet Existing Civil Conditions Project Spec's Project Spec's

SEAL:

NORTH ARROW

Braced Wall Drawings

PLAN LEGEND - WALLS:

EXISTING WALL DEMO WALL NEW WALL

PROJECT #:

S-1.1

09/06/17 SISSUE FOR ADDENDUM #1 10/19/17 SISSUE FOR ADDENDUM #2

WORKMANSHIP: ALL WORKMANSHIP SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES, AND ACCEPTABLE BUILDING STANDARDS. THE CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES.

www.rsaarchitects.com

DISMANTLE ALL STRUCTURES, FLOORS, FLOORING, WALLS, WINDOWS, DOORS, CABINETS, SHELVING, ETC. AS SHOWN OR REQUIRED. SALVAGE OF MATERIALS TO BE DICTATED BY OWNER. REMOVE, TERMINATE OR RELOCATE ALL EXISTING ELECTRICAL, PLUMBING, HVAC, IT, STEREO WIRING, CENTRAL VACUUM, IRRIGATION SYSTEMS, OR OTHER DEVICES AS REQUIRED FOR DEMOLITION OR NEW CONSTRUCTION. ALL WASTE AND DEBRIS FROM DEMOLITION WORK SHALL PROMPTLY BE REMOVED FROM SITE.

8/4/17 Issue for Arch Review Board / Permit 8/21/17 Issue Site Plan to Village Hall 08/25/17 Issue for Client Review of Revision 1

GENERAL REQUIREMENTS: WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: (1) PACKAGE CONTAINING BOTH SPECIFICATIONS AND DRAWINGS. (2) APPLICABLE STATE CODES AND THE RULES AND REGULATIONS OF GOVERNMENTAL AGENCIES AND UTILITY COMPANIES HAVING JURISDICTION OVER THE WORK.

DEMOLITION NOTES: WHERE EXISTING STRUCTURE IS TO BE REMOVED, REMAINING STRUCTURE SHALL BE ADEQUATELY SUPPORTED USING TEMPORARY BRACING, UNDERPINNING, OR OTHER SHORING, AS NECESSARY, PRIOR TO THE BEGINNING OF DEMOLITION. TEMPORARY SUPPORT TO REMAIN IN PLACE AND UNDISTURBED UNTIL FINAL CONSTRUCTION OR PERMANENT STRUCTURE IS COMPLETED.

ADDENDUM #1 ADDENDUM #2

DATE SET ISSUANCE

DOCUMENT OWNERSHIP: ALL DRAWINGS AND SPECIFICATIONS PREPARED AS PART OF THIS COMMISSION ARE THE PROPERTY OF RSA | ARCHITECTS, LLC AND WILL NOT BE TRANSFERRED OR USED ON ANY OTHER PROJECT WITHOUT WRITTEN AGREEMENT.

09/06/2017 10/19/2017

FAX (440) 247-3285

CURRENT ISSUE

TELEPHONE: (440) 247-3990

GENERAL NOTES:

CHAGRIN FALLS, OHIO 44022

RSA ARCHITECTS, LLC 10 NORTH MAIN STREET CHAGRIN FALLS, OHIO 44022 TELEPHONE: (440) 247-3990 FAX (440) 247-3285 www.rsaarchitects.com

10 NORTH MAIN STREET

T T C F U F R A T R S D ON C R O F 44 W. Washington St. Chagrin Falls, OH

RSA ARCHITECTS, LLC

FIREHAMMER RESIDENCE

FIREHAMMER RESIDENCE RENOVATION

N O I

ADDITION AND RENOVATION FOR:

1752

STAIR - FLOOR.NUMBER

PROJECT AREAS: EXISTING BUILDING (LIVING AREA)SQ. FT. BASEMENT = 924 SQ. FT. FIRST FLOOR = 1,668 SQ. FT. SECOND FLOOR = 1,156 SW. FT. GARAGE = 570 SQ. FT.

PROPOSED BUILDING (LIVING AREA)SQ. FT. BASEMENT = 1,889 SQ. FT. FIRST FLOOR = 2,721 SQ. FT. SECOND FLOOR = 2,206 SW. FT. GARAGE = 640 SQ. FT.

TOTALS

3,738 SQ. FT.

TOTALS

PORCH/ DECK =

675 SQ. FT.

PORCH/ DECK =

7,464 SQ. FT. 770 SQ. FT.

Cover Sheet 2

SHEET NUMBER:

CS-1 C

RSA ARCHITECTS, LLC. 2017

N O I

N T O REVISION

PROJECT #:

09/06/17 SISSUE FOR ADDENDUM #1 10/19/17 SISSUE FOR ADDENDUM #2

8/4/17 Issue for Arch Review Board / Permit 8/21/17 Issue Site Plan to Village Hall 08/25/17 Issue for Client Review of Revision 1

DATE SET ISSUANCE

www.rsaarchitects.com

FAX (440) 247-3285

TELEPHONE: (440) 247-3990

CHAGRIN FALLS, OHIO 44022

10 NORTH MAIN STREET

RSA ARCHITECTS, LLC

44 W. Washington St., Chagrin Falls OH

FIREHAMMER RESIDENCE RENOVATION

T T C F U F R A T R S D ON C R O F SEAL:

RICHARD E. SIEGFRIED LICENSE #7349 EXPIRATION DATE 12/31/17

CONSULTANT:

DATE

1752

Existing Civil Conditions SHEET NUMBER:

CS-2 RSA ARCHITECTS, LLC. 2017

EXCAVATE TO DEPTH, LINES, LEVELS, AND DIMENSIONS REQUIRED BY THE DRAWINGS. VERIFY ABILITY OF SOIL TO SUPPORT THE LOADS TO BE PLACED ON IT.

E. BACKFILL SHOULD NOT OCCUR UNTIL THE FLOOR FRAMING, COMPLETE WITH SUBFLOOR, IS IN PLACE OR ADEQUATE BRACING OF THE FOUNDATION IS PROVIDED.

CONCRETE: DIVISION - 3 PART-1 REFERENCE: A. AMERICAN CONCRETE INSTITUTE: 1.ACI 318 BUILDING CODE REQUIREMENT FOR REINFORCED CONCRETE. 2. ACI 305 RECOMMENDED PRACTICE FOR HOT WEATHER CONDITIONS. 3. ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONDITIONS. 4. ACI 301, 305, 306, 315, 318 AND 347 RECOMMENDED PRACTICE FOR CAST-IN-PLACE CONCRETE. B. ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS. PART-1a RELATED SECTIONS:: A. Division - 5 Metals PART-2PRODUCTS: A. REINFORCED CONCRETE IS DESIGNED BY THE "ULTIMATE STRENGTH DESIGN METHOD". B. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II. C. REINFORCING STEEL BARS SHALL CONFORM TO ASTM A-615, GRADE 60. SHOP BEND IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. D. STEEL WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185, W2.9 x W2.9 OR AS NOTED OTHERWISE ON THE DRAWINGS. E. COURSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C-33 AND PROJECT SPECIFICATIONS. F. READY-MIX CONCRETE SHALL CONFORM TO ACI 318 AND ASTM C-94. G. ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS SHALL CONFORM TO ASTM A-123 H. POUROUS FILL SHALL BE CLEAN, BANK RUN GRAVEL OR 1-1/2" CRUSHED STONE, MINIMUM 4" DEEP. I.VAPOR BARRIER SHALL BE STANDARD PRODUCT, CLEAR POLYETHYLENE MIN. 6 MIL THICK. J. ANCHORAGE INSERTS SHALL BE MALLEABLE IRON, CAST OR WROUGHT STEEL. K. ANCHORAGE CLIPS SHALL BE MIN. 20 GA., ZINC COATED STEEL WITH PROVISION FOR EMBEDMENT IN CONCRETE AND ATTACHMENT TO FORM WORK. L. AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C-260. ALL ADMIXTURES SHALL BE COMPATIBLE WITH ONE ANOTHER, PREFERABLY ONE MANUFACTURER SHALL BE USED FOR ALL ADMIXTURES. M.CALCIUM CHLORIDE OR CHLORIDE CONTAINING ADMIXTURES WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. PART-3EXECUTION: A. CONCRETE SLAB AND FOOTING CALCULATIONS ARE BASED ON SOIL BEARING CAPACITY OF 2,500 PSF. IF ON-SITE TEST BORINGS INDICATE LESSER VALUES, NOTIFY ARCHITECT. THE ARCHITECT WILL ISSUE NECESSARY STRUCTURAL MODIFICATIONS AS MAY BE REQUIRED. B. COMPREHENSIVE STRENGTH OF CONCRETE IN 28 DAYS SHALL BE: STRENGTH W/C RATIODENSITY SLUMP INTERIOR SLAB ON GRADE: 4,000 PSI .45 145 PCF 2"-4" MAX. EXTERIOR SLAB ON GRADE: 4,000 PSI .45 145 PCF 2"-4" MAX. CONCRETE FOOTINGS: 3,000 PSI .55 145 PCF 4" MAX. CONCRETE SUBSTRUCTURE WALLS: 3,000 PSI .50 145 PCF 4" MAX. C. INTERIOR SLABS: ALL INTERIOR SLABS ON GRADE SHALL BE 4" THICK WITH 6" x 6" #10/10 W.W.R ON MIN. 6 MIL THICK VAPOR BARRIER ON MIN. 4" DEEP POUROUS FILL ON COMPACTED SUBGRADE. PROVIDE BOND BREAK PER DRAWINGS. CUT JOINTS A MAXIMUM OF 12'-0" O.C., UNLESS NOTED OTHERWISE ON THE DRAWINGS, AND CUT WITHIN (8) HOURS OF PLACING CONCRETE. JOINTS SHOULD BE INTERCONNECTING (1:1 RATIO). D. EXTERIOR SLABS: ALL EXTERIOR SLABS ON GRADE, INCLUDING GARAGES, PORCHES, PATIOS SHALL BE 4" THICK AIR-ENTRAINED WITH 6" x 6" #10/10 W.W.R. ON MIN. 4" DEEP POUROUS FILL ON COMPACTED SUBGRADE. PROVIDE BOND BREAK PER DRAWINGS. CUT JOINTS A MAXIMUM OF 12'-0" O.C., UNLESS NOTED OTHERWISE ON THE DRAWINGS, AND CUT WITHIN (8) HOURS OF PLACING CONCRETE. JOINTS SHOULD BE INTERCONNECTING (1:1 RATIO). E. FOOTING DEPTHS ARE SHOWN ON DRAWINGS. UNLESS OTHERWISE NOTED, SET FOOTING ON FIRM, UNDISTURBED, NATURAL, BEARING MATERIAL OF DESIGN CAPACITY. BOTTOMS OF EXTERIOR FOOTINGS ARE TO BE SET AT 3'-6" BELOW GRADE, UNLESS NOTED OTHERWISE, OR ON NATURAL BEARING SOILS, WHICHEVER IS DEEPER. F. CONCRETE EXPOSED TO WEATHER, FREEZE-THAW, DEICING CHEMICALS, AND OR PARKED VEHICLES SHALL BE 4,000 PSI AND CONTAIN 6%(±2%) ENTRAINED AIR EITHER BY USING TYPE "A" PORTLAND CEMENTS OR ADMIXTURES COFORMING TO ASTM C260. G. FLYASH CONTENT, IF APPROVED IN ADVANCE BY THE ENGINEER, SHALL BE LIMITED TO 20% OF TOTAL CEMENTITOUS MATERIAL OR 25% OF PORTLAND CEMENT CONTENT.

M.MASONRY CONTROL JOINTS, CAVITY DRAINAGE AND WEEPHOLES: 1. RUBBER CONTROL JOINTS AND PVC CONTROL JOINT GASKETS. 2. CLOSED CELL NEOPRENE SPONGE. 3. MORTAR NET, ROUND PLASTIC WEEP HOLES/LOUVERED WEEP HOLES. 4. POLYETHYLENE FOAM EXPANSION JOINT FILLER.

PART-3EXECUTION: A. COURSING: 1.ESTABLISH LINES, LEVELS AND COURSING INIDICATED ON DRAWINGS. PROTECT FROM DISPLACEMENT. MAINTAIN MASONRY COURSES TO UNIFORM DIMENSION. FORM VERTICAL AND HORIZONTAL JOINTS ON UNIFORM THICKNESS.

2. CONCRETE MASONRY UNITS: LAY IN RUNNING BOND (U.N.O.). ONE COURSE UNIT AND ONE MORTAR JOINT TO EQUAL 8". FORM CONCAVE MORTAR JOINTS. 3. BRICK UNITS: LAY IN RUNNING BOND (U.N.O.). THREE BRICK UNITS AND THREE MORTAR JOINTS TO EQUAL 8". FORM CONCAVE MORTAR JOINTS.

B. BONDING AND PLACING: 1.LAY SOLID MASONRY UNIT IN FULL BED OF MORTAR WITH FULL HEAD JOINTS UNIFORMLY JOINTED WITH OTHER WORK. PROVIDE 8" SOLID MASONRY BENEATH ALL BEARING AREAS AND ELSEWHERE AS INDICATED ON DRAWINGS. LAY HOLLOW MASONRY UNITS WITH FACE SHELL BEDDING ON HEAD AND BED JOINTS. BUILD IN FLASHING AS WORK PROGRESSES. 2. INSTALL JOINT REINFORCING, WALL ANCHORS AND TIES, THRU-WALL FLASHING, AND MASONRY ASSOCIATED ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. INTERLOCK INTERSECTIONS AND EXTERNAL CORNERS. C. REINFORCEMENT AND ANCHORAGE:

1.INTERIOR NON-LOAD BEARING WALLS TO BE REINFORCED AT INTERSECTIONS AT VERTICAL INTERVALS OF NOT MORE THAN 16".

2. LOAD BEARING WALLS AND PARTITIONS SHALL BE ANCHORED TOGETHER WITH RIGID STEEL ANCHORS EMBEDDED IN HORIZONTAL JOINTS. VERTICAL SPACING NOT TO EXCEED 32", WITH THE END HOOKS PROJECTING INTO AND EMBEDDED IN CORES OR JOINTS FILLED WITH MORTAR. 3. REINFORCEMENT TO BE PLACED IN FIRST AND SECOND BED JOINTS IMMEDIATELY ABOVE AND BELOW WALL OPENINGS. 4. REINFORCEMENT TO BE PLACED IN TWO COURSES IMMEDIATELY BELOW TOP OF WALL. 5. REINFORCEMENT TO BE INTERRUPTED AT CONTROL JOINTS.

6. REINFORCEMENT SHALL BE CONTINUOUS EVERY OTHER COURSE, UNLESS NOTED OTHERWISE. 7. REINFORCEMENT SHALL BE LAPPED MINIMUM 6" AT SPLICES.

8. REINFORCEMENT SHALL BE PREFABRICATED FOR CORNERS AND WALL INTERSECTIONS.

9. ANCHOR BOLTS SHALL BE PLACED WITH "SIMPSON STRONG TIE" CONNECTORS, TYPE "LBPS" BEARING PLATE AT A MINIMUM OF 16" INTO GROUT FILLED MASONRY CORES, 12" FROM CORNERS AND AT INTERVALS OF NOT MORE THAN 6'-0", MINIMUM OF (2) BOLTS PER PLATE AND AT BOTH SIDES OF OPENINGS. 10. APPROVED STRAPS MAY BE SUBSTITUTED IN LIEU OF ANCHOR BOLTS. VERIFY WITH ARCHITECTS.

D. PROVIDE WEEP HOLES, CONTROL JOINTS AND EXPANSION JOINTS IN ACCORDANCE WITH RECOMMENDATIONS OF THE BIA.

E. NOT APPLICABLE - PROVIDE CRAWL SPACE VENTILATION AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY APPLICABLE STATE BUILDING CODE AND THE RULES AND REGULATIONS OF GOVERNMENT AGENCIES HAVING JURISDICTION OVER THE WORK.

MASONRY: DIVISION - 5

PART-1 REFERENCE: A. AISC - AMERICAN INSTITUTE OF STEEL CONSTRUCTION B. AWI - AMERICAN WELDING INSTITUTE C. ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS. D. A.C.I. - AMERICAN CONCRETE INSTITUTE. E. WIRE REINFORCEMENT INSTITUTE: WELDED WIRE FABRIC GENERAL INFORMATION MANUAL. F. CONCRETE REINFORCING STEEL INSTITUTE: MANUAL OF STANDARD PRACTICE.

PART-2PRODUCTS: A. STRUCTURAL STEEL, INCLUDING BEAMS, COLUMNS, PLATES AND ANGLES SHALL CONFORM TO ASTM A-36.

B. STEEL BOLTS SHALL CONFORM TO ASTM A-307 WITH STANDARD HOOK. LENGTH AS REQUIRED - MINIMUM 8" INTO CONCRETE AND MINIMUM 16" INTO MASONRY. C. STEEL BOLTS SHALL CONFORM TO ASTM A-307.

D. REINFORCEMENT BARS SHALL CONFORM TO CHAPTER 12 OF THE ACI CODE, ASTM 615, GRADE 60 U.N.O.. E. WELDED WIRE FABRIC SHALL CONFORM TO ASTMA-185 (MATS ONLY).

H. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI CODE, SECTION 5 AND PROJECT SPECIFICATIONS. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED. I.CONTRACTOR SHALL NOTIFY THE BUILDING INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO THE PLACING OF ANY CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE BUILDING INSPECTOR.

FABRICATION: A. FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN AND CODE OF STANDARD PRACTICE.

J. FORMWORK SHALL FORM TO LINE, LEVEL AND DIMENSIONS SHOWN AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE.

B. ALL STRUCTURAL STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE AISC SPECIFICATIONS AND DETAILING STANDARDS UTILIZING STANDARD CONNECTIONS, INCLUDING PLATES, ANCHORS, TIES, CLIPS, HANGERS AND OTHER FASTENING DEVICES AS MAY BE REQUIRED FOR A COMPLETE INSTALLATION.

K. REMOVE ALL DEBRIS AND LOOSE MATERIAL FROM FORMS. VERIFY THAT ALL REINFORCING IS IN PLACE AND ADEQUATELY SECURED TO PREVENT DISPLACEMENT DURING POURING OF CONCRETE.

PART-3EXECUTION: A. ERECT STRUCTURAL STEEL PLUMB AND TRUE TO LEVEL AND DIMENSION. GROUT BEARING PLATES TO INSURE SOLID SUPPORT.

L. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING CONCRETE IS NOT PERMITTED. NOTIFY THE ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THESE DRAWINGS FOR ADDITIONAL RESTRICTI0NS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.

B. PROVIDE MINIMUM 8" x 16" x 5/8" BEARING PLATES UNDER ALL STEEL BEAMS, UNLESS NOTED OTHERWISE ON DRAWINGS.

M.PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY ENGINEER. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS. SPACE EMBEDDED PIPES AT A MINIMUM OF 3 DIAMETERS.

MASONRY: DIVISION - 4

C. PROVIDE COLUMNS, SIZE AS INDICATED ON DRAWINGS, WITH BEARING PLATES AT TOP AND BOTTOM, AND CONTINUOUS FROM FOOTING TO BEAM. D. STEEL REINFORCED HEADERS SHALL BE ASSEMBLED WITH 1/2" DIAMETER THRU BOLTS AT 24" O.C. ALTERNATE TOP AND BOTTOM. (2) 1/2" DIA. THRU BOLTS AT EACH END. 2" MINIMUM EDGE DISTANCE. E. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1, I-94, STRUCTURAL WELDING CODE.

PART-1 REFERENCE: MASONRY MATERIALS, METHODS AND WORK SHALL CONFORM WITH LATEST EDITION OF BUILDING CODES AND SHALL MEET THE REQUIREMENTS & RECOMMENDATIONS FOR PRACTICE OF THE FOLLOWING ASSOCIATIONS. A. BIA - BRICK INSTITUTE OF AMERICA

F. PROVIDE FRAMED BEAM CONNECTIONS AS PER AISC MANUAL PART 4; SIZED FROM ALLOWABLE LOAD TABLES, PART 2; FROM REACTION NOTED ON THE DESIGN DRAWINGS OR AS DETAILED ON THE DESIGN DRAWINGS.

T O

B. BSI - BUILDING STONE INSTITUTE C. CSI - CAST STONE INSTITUTE D. ILIA - INDIANA LIME STONE INSTITUTE OF AMERICA E. MIA - MASONRY INSTITUTE OF AMERICA F. NCMA- NATIONAL CONCRETE MASONRY ASSOCIATION G. ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS.

MASONRY: DIVISION - 4 (CONT.)

PART-2PRODUCTS: A. HOLLOW LOAD BEARING MASONRY BLOCK UNITS SHALL CONFORM TO ASTM C-90, TYPE "W", GRADE "N", NORMAL WEIGHT.

G. PROVIDE ONE SHOP COAT OF RUST INHIBITIVE PRIMER TO ALL STRUCTURAL STEEL MEMBERS. AFTER ERECTION, FIELD PAINT ALL ABRASIONS WITH RED OXIDE PAINT. DO NOT PAINT SURFACES TO BE WELDED, EMBEDDED IN CONCRETE OR MASONRY, OR CONTACT SURFACES OR FRICTION CONNECTION. H. STEEL LINTEL SCHEDULE: PROVIDE STEEL LINTELS AS PER THE FOLLOWING SCHEDULE IN ALL MASONRY WALL OPENINGS AS REQUIRED BY THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. FOR OPENINGS UP TO 4'-0".................................................................................................L 3 1/2 x 3 1/2 x 1/4 FOR OPENINGS FROM 4'-1" TO 6'-0".................................................................................L 5 x 3 1/2 x 5/16 FOR OPENINGS FROM 6'-1" TO 7'-0".................................................................................L 6 x 3 1/2 x 5/16 FOR OPENINGS FROM 7'-1" TO 10'-0"................................................................................W8 x 8 w/ 5/16" PLATE

I.LINTELS FOR OPENINGS GREATER THAN 10'-0" WIDE AND NOT SHOWN ON THE PLANS - CONTACT STRUCTURAL ENGINEER. J. ALL LINTELS SHALL HAVE 1" OF END BEARING FOR EACH FOOT OF SPAN WITH A MINIMUM OF 6" BEARING AT EACH END.

L. USE ONE ANGLE FOR EACH 4" WYTHE OF MASONRY. PLATES ARE TO BE 1" LESS THAN NOMINAL WALL THICKNESS.

C. HOLLOW NON-LOAD BEARING MASONRY BLOCK UNITS SHALL CONFORM TO ASTM C-129, TYPE "1", MOISTURE CONTROLLED, NORMAL WEIGHT.

M.MINIMUM THICKNESS OF LINTELS IN EXTERIOR WALLS TO BE 5/16".

E. MORTARS SHALL CONFORM TO ASTM C-270 MASONRY MIX DESIGN FOR COMPRESSIVE STRENGTH OF UNIT MASONRY CONSTRUCTION AND REQUIREMENTS AS SPECIFIED HEREIN. COLOR TO BE SELECTED. APPROPRIATE NUMBER OF COLOR UNITS SHALL BE ADDED TO THE MASONRY MIX PER MORTAR COLOR MANUFACTURER'S SPECIFICATIONS.

N. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS TO BE MADE COLD O. BARS SHALL BE SUPPORTED ON METAL CHAIRS PRIOR TO PLACING CONCRETE TO SPECIFIED HEIGHT. P. LAP ALL REINFORCING BAR SPLICES (36) BAR DIAMETERS, MINIMUM.

F. HORIZONTAL JOINT REINFORCEMENT SHALL BE CONTINUOUS AND CONFORM TO ASTM A-951, TRUSS TYPE, DUR-O-WAL OR EQUAL, HOTDIP GALVANIZED COLD - DRAWN EXTRA HEAVY 3/16" SIDE RODS x 9 GAUGE CROSS RODS STEEL WIRE CONFORMING TO ASTM A-82, SIZE TO BE 2" LESS THAN MASONRY WALL. CORROSION PROTECTION SHALL CONFORM TO ASTM A-641, CLASS 1 FOR INTERIOR WALLS AND ASTM A-153, CLASS B-2 FOR EXTERIOR WALLS, INCLUDING INTERIOR WALLS EXPOSED TO A MOIST ENVIRONMENT.

Q. CONCRETE PROTECTION FOR REINFORCEMENT: (CAST IN PLACE) THE FOLLOWING MINIMUM CONCRETE COVERAGE SHALL BE PROVIDED FOR REINFORCEMENT UNLESS NOTED OTHERWISE: 1.CONCRETE FOOTINGS - 3" COVER FROM BOTTOM 2. CONCRETE SLABS - 1-1/2" BELOW TOP OF SLAB

G. ANCHOR BOLTS SHALL BE GALVANIZED STEEL, MIN. 1/2" DIAMETER MINIMUM x 18" LONG, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

R. ANCHOR BOLTS IN POURED IN PLACE FOUNDATIONS TO BE EMBEDDED 8" MINIMUM, 12" FROM CORNERS AND AT INTERVALS OF NOT MORE THAN 6'-0". MINIMUM (2) PER PLATE.

H. BRICK TIES USED WITH FACE BRICK VENEER/STUD WALL TO BE "HOHMANN & BARNARD, INC." #HB-213 ADJUSTABLE VENEER ANCHOR OR EQUIVALENT. BRICK TIES USED WITH FACE BRICK VENEER/MASONRY WALL TO BE "HOHMANN & BARNARD, INC." #265 LADDER ADJUSTABLE REINFORCEMENT WIRE OR EQUIVALENT. ALL TIES TO BE HOT-DIP GALVANIZED OR STAINLESS STEEL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. J. ANCHORS FOR MASONRY TO MASONRY INTERSECTING PERPENDICULAR WALLS : 1.HOTDIP GALVANIZED CORRUGATED LATERAL SUPPORT ANCHOR 20" L x 1-1/4" W x 14 GA. WITH 2" BEND. 2. "Z" OR "U" TYPE RIGID STEEL ANCHOR - HOTDIP GALVANIZED 24" OR 28" L X 1-1/2" W x 1/4" TH. WITH 2" BENDS. 3. WIRE MESH WALL TIES - 2 X 2 (1/2") x 16 GAUGE GALVANIZED WIRE, 12" TO 16" L x 3" TO 6" WIDE.

K. CONCEALED FLASHING: TYPICAL LOCATIONS : ALL SPANDRELS, HEADS, SILLS, AND THRU-WALL CONDITIONS AND WHERE INDICATED ON THE DRAWINGS. FLASHING SHALL BE INSTALLED PER FLASHING MATERIAL MANUFACTUERER'S RECOMMENDATIONS AND BUILDING CODE REQUIREMENTS.

PART-2PRODUCTS: A. ALL FRAMING LUMBER TO BE SPF #2 OR BETTER, UNLESS NOTED OTHERWISE.

B. ALL PLYWOOD/ O.S.B. SHEATHING FOR ROOFS AND WALLS SHALL BE APA STRUCTURAL I, GRADE C-DX.

C. ALL FIRE RETARDANT PLYWOOD SHALL REQUIRE WRITTEN VERIFICATION. 1.FROM THE TREATMENT COMPANY CERTIFYING THAT THE TREATMENT USED WILL NOT CAUSE ACID HYDROLYSIS TO OCCUR AT MOIST CONDITIONS AND AT TEMPERATURES BELOW 40 DEGREES WITH A DETAILED DESCRIPTION OF THE TESTING PROCEDURE USED BY AN ACCREDITED TESTING LABORATORY TO ASCERTAIN THIS.

2. THE RESULTS AND A DETAILED DESCRIPTION OF A STRUCTURAL LOAD TEST OF TREATED PLYWOOD PERFORMED BY AN ACCREDITED TESTING LABORATORY AND CORRESPONDING SPAN TABLES SIGNED AND SEALED BY A PROFESSIONAL ENGINEER IN THE JURISDICTION WHERE THE BUILDING IS TO BE CONSTRUCTED. D. PLYWOOD/O.S.B. SUBFLOOR SHEATHING SHALL BE 3/4" THICK TOUNGE AND GROOVE "STURDI-FLOOR" OR THE ENGINEERED WOOD ASSOCIATION (A.P.A.) STANDARDS APPROVED EQUAL AND HAVE A PANEL IDENTIFICATION INDEX AS REQUIRED FOR THE FLOOR JOIST SPACING (SEE PLANS) AND SHALL BE UNDERLAYMENT GRADE C-C.

E. ADDITIONAL FLOOR UNDERLAYMENTS OR SUBFLOOR SUBSTITUTIONS FOR TILE, MARBLE, WOOD OR VINYL FINISHE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. F. FASTENERS: 1.ALL FASTENERS SHALL BE OF SIZE AND QUANTITY SPECIFIED IN THE RESIDENTIAL CODE OF OHIO, LATEST EDITION.

2. ALL FASTENERS, ANCHORS AND CONNECTORS FOR USE IN EXTERIOR AND 'WET' LOCATIONS MUST BE OF SUITABLE MATERIAL TO RESIST REACTION OR CORROSION. CONSULT WITH MANUFACTURER OR MATERIAL SUPPLIER FOR PROPER FASTENERS REQUIRED. G. BOLTS IN WOOD FRAMING: 1.ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE WASHERS. 2. STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: a. 1/2" X 5/8" DIAMETER BOLTS: 2-1/4" SQUARE X 5/16" THICK. b. 3/4" DIAMETER BOLTS: 2-5/8" SQUARE X 5/16" THICK. 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16" OR LARGER THAN DIAMETER OF BOLT. H. LAG BOLTS: 1.STRUCTURAL STEEL GRADE: SQUARE HEADED WITH STEEL WASHER BETWEEN BOLT HEAD AND WOOD MEMBER. I.MATERIAL DESIGN STRESSES: ALL LUMBER USED FOR FRAMING SHALL BE OF THE FOLLOWING MINIMUM ALLOWABLE DESIGN STRESSES: FRAMING MEMBER WOOD BEAMS & HDRS. WOOD JOISTS WD .STUDS & MISC. FRAMING GLUELAM BEAMS MICROLAM BEAMS

Fb 875 875/1,000* 500/575* 2,400 2,600

Fv 95 70 70 165 285

Fc 725 725 450 650 750

E 1,400,000 1,300,000 1,200,000 1,700,000 1,900,000

*Fb = FOR REPETITIVE MEMBER USE.

J. NOTE: ROOF TRUSS DESIGN BY TRUSS MANUFACTURER TO CONFORM TO ALL MINIMUM DESIGN LOAD REQUIREMENTS. DRAWINGS MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF OHIO. TRUSS MANUFACTURER TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL. PART-3EXECUTION: A. CONTRACTOR TO CONFIRM THE SIZE, SPACING AND SPECIES OF ALL FRAMING AND STRUCTURAL MEMBERS TO MEET RESIDENTIAL CODE OF OHIO, LATEST EDITION. B. ANY STRUCTURAL FRAMING MEMBERS NOT INDICATED ON THE PLAN ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.

C. PROTECTION AGAINST DECAY AND TERMITES: 1.WOOD EMBEDDED IN THE GROUND OR IN DIRECT CONTACT WITH THE EARTH AND USED FOR SUPPORT OF PERMANENT STRUCTURES SHALL BE TREATED WOOD. 2. WOOD JOISTS OR THE BOTTOM OF WOOD FLOORS CLOSER THAN 8" OR WOOD GIRDERS CLOSER THAN 12" TO THE GROUND UNDERFLOOR AREA AND THEIR SUPPORTS SHALL BE OF TREATED WOOD.

D. PLATES, SILLS AND SLEEPERS: 1.ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB WHICH IS IN DIRECT CONTACT WITH EARTH AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUNDATIONS SHALL BE TREATED WOOD OR FOUNDATION REDWOOD. ALL MARKED OR BRANDED BY AN APPROVED AGENCY. E. WOOD COLUMNS AND POSTS: 1.ALL WOOD COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END BEARINGS. SUPPORTS SHALL BE DESIGNED TO HOLD COLUMN AND POST SECURELY IN POSITION AND TO PROTECT ITS BASE FROM DETERIORATION. 2. IN AREAS EXPOSED TO WATER SPLASH AND IN EXTERIOR LOCATIONS, WOOD COLUMNS AND POSTS SHALL BE SUPPORTED BY PIERS PROJECTING AT LEAST 2" ABOVE THE FINISHED FLOOR AND SHALL BEAR ON A METAL PLATE, A FOUNDATION PLATE OR SILL AS DETAILED. 3. POSTS OR COLUMNS OF TREATED WOOD, FOUNDATION GRADE REDWOOD OR CEDAR MAY BE PLACED DIRECTLY ON CONCRETE, SOLID MASONRY, OR GROUTED MASONRY.

F. WOOD AND EARTH SEPARATION: 1. NO UNTREATED WOOD EXCEPT FOUNDATION REDWOOD SHALL BE NEARER THAN 8" TO ANY EARTH UNLESS SEPERATED BY CONCRETE AT LEAST 4" THICK AND WITH AN IMPERVIOUS MEMBRANEN INSTALLED BETWEEN THE EARTH AND CONCRETE. G. DRAFTSTOPPING: 1.A CONTINUOUS BARRIER SHALL BE PROVIDED AT LOCATIONS AS SPECIFIED IN THE RESIDENTIAL CODE OF OHIO, LATEST EDITION. 2. MATERIALS: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANEL OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. H. FRAMING PRACTICES: 1.WORKMANSHIP: ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED AND BRACED SO AS TO DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSES FOR WHICH THEY ARE USED.

2. BEAMS AND GIRDERS: THE ENDS OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE SHALL HAVE NOT LESS THAN 4" OF BEARING. ALL BEAMS OR GIRDERS SUPPORTED ON WOOD SHALL HAVE FULL BEARING AND BEARING SHALL BE COMPRISED OF ONE SOLID SUPPORT OR A BUILT-UP SUPPORT CONSTRUCTED IN AN APPROVED MANNER, UNLESS OTHERWISE SPECIFIED ON THE PLANS ( ). 3. BUILT-UP WOOD BEAMS FORMED BY MULTIPLES OF 2x MEMBERS SHALL BE CONNECTED AS FOLLOWS: a. MEMBERS 9-1/4" OR LESS IN DEPTH: 2 ROWS OF 20d NAILS AT 32" ON CENTER. ROWS TO BE STAGGERED. b. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 x'S: THROUGH BOLT USING 1/2" DIAMETER MACHINE BOLTS. c. ALL MEMBERS TO BE GLUED.

4. FLOOR JOISTS: a. BEARING: EXCEPT WHERE JOISTS ARE SUPPORTED ON A 2" x 4" RIBBON STRIP AND NAILED TO THE ADJOINING STUD, THE ENDS OF EACH JOIST SHALL HAVE NOT LESS THAN 3" BEARING ON MASONRY. BEARING FOR ENGINEERED FLOOR JOIST SHALL MEET MANUFACTIURER'S REQUIREMENTS, AND ANY AREAS THAT DO NOT PROVIDE MINIMUM BEARING SHALL BE BROUGHT T THE ARCHITECTS ATTENTION. b. BLOCKING: JOIST SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS OF JOISTS ARE NAILED TO A HEADER, BAND OR RIM JOIST OR TO AN ADJOINING STUD OR BY ANOTHER APPROVED MEANS. SOLID BLOCKING SHALL NOT BE LESS THAN 2" IN THICKNESS AND THE FULL DEPTH OF THE JOIST. c. LAP: JOISTS FRAMING FROM OPPOSITE SIDES OF A BEAM GIRDER OR PARTITION SHALL BE LAPPED AT LEAST 6" OR THE OPPOSING JOISTS SHALL BE TIED TOGETHER IN AN APPROVED MANNER. d. WHEN FRAMING END TO END, JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. e. FRAMING ANCHORS: JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY AN APPROVED FRAMING ANCHOR (Simpson Strong-Tie Connectors®) f.JOISTS UNDER BEARING PARTITIONS: JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE OF ADEQUATE SIZE TO SUPPORT THE LOAD. DOUBLE JOISTS, SIZED TO ADEQUATELY SUPPORT THE LOAD, THAT ARE SEPARATED TO PERMIT THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL DEPTH, SOLID BLOCKED WITH LUMBER, NOT LESS THAN 2" IN NOMINAL THICKNESS SPACED NOT MORE THAN 4'-0" O.C. BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH UNLESS SUCH JOISTS ARE OF SUFFICIENT SIZE TO CARRY THE ADDITIONAL LOAD.

I.ROOF AND CEILING FRAMING: 1.FRAMING RAFTERS SHALL BE FRAMED DIRECTLY OPPOSITE EACH OTHER AT THE RIDGE. THERE SHALL BE A RIDGE BOARD AT LEAST 2" NOMINAL THICKNESS AT ALL RIDGES AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS, THERE SHALL BE A SINGLE VALLEY OR HIP RAFTER NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER, UNLESS OTHERWISE NOTED.

2. ANY HIP OR VALLEY RAFTERS OVER A 28'-0" SPAN ARE TO BE LAMINATED VENEER LUMBER (L.V.L.), AND MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER FOR SIZE. 3. RAFTER TIES SHALL BE NAILED TO ADJACENT CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHEN NOT PARALLEL, RAFTERS SHALL BE TIED TO 2" x 4" (NOMINAL) MINIMUM SIZED CROSS TIES. RAFTER TIES SHALL BE SPACED NOT MORE THAN 4'-0" O.C.

K. ALL LINTELS SHALL BEAR ON 8" OF SOLID MASONRY, UNLESS NOTED OTHERWISE.

B. SOLID LOAD BEARING MASONRY BLOCK UNITS SHALL CONFORM TO ASTM C-145, TYPE "1", GRADE "N", NORMAL WEIGHT.

D. FACE BRICK SHALL BE CEMENT-TYPE MASONRY FACING UNITS AND SHALL CONFORM TO ASTM C-216, TYPE FBS, GRADE SW, COLOR AS SELECTED SHOWN ON COLOR SCHEDULE. SIZE SHALL BE 2-1/4" x 3-5/8" x 7-5/8" UNLESS NOTED OTHERWISE ON THE DRAWINGS.

7. BRACE ALL RAFTERS AND ROOF JOISTS AS REQUIRED TO PREVENT SHIFTING, RACKING OR OTHER MOVEMENT. BRACE ROOF TRUSSES AS RECOMMENDED BY MANUFACTURER.

N O I

T T C F U F R A T R S D ON C R O F

4. POLYVINYL CHLORIDE SHEET FLASHING: SHALL BE 20 MIL THICK POLYVINYL CHLORIDE SHEET CONFORM TO ASTM D-822.

L. EXPOSED FLASHING: COPPER SHALL CONFORM TO ASTM B-370, SOFT TEMPER, 24 OZ. PER SQUARE FOOT, NATURAL FINISH. D. BACKFILL MATERIAL TO BE CLEAN AND FREE FROM DEBRIS AND VEGETATION. BACKFILL EVENLY TO DISTRIBUTE LOADS IN LIFTS NOT TO EXCEED 12 INCHES; COMPACTING TO 95% DENSITY USING STANDARD PROCTOR TEST (ASTM D 698).

F. RESIDENTIAL CODE OF OHIO, LATEST EDITION.

B. INSTALLATION: 1.ASSEMBLE AND INSTALL DOORS, STATIONARY UNITS AND FRAMES ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND REVIEWED SHOP DRAWINGS. 2. SET DOOR SILLS IN FULL BED OF SEALANT AND INSTALL RELATED BACKING MATERIALS AND SEALANT AT HEAD AND SIDE JAMBS OF UNIT. DO NOT USE HIGH EXPANSIVE FOAM SEALANT. 3. INSTALL ACCESSORY ITEMS AS REQUIRED.

4. COLLAR TIES ARE TO BE SPACED 4'-0" O.C., UNLESS NOTED OTHERWISE ON DRAWINGS.

5. PURLINS TO SUPPORT ROOF LOADS MAY BE INSTALLED TO REDUCE THE SPAN OF RAFTERS WITHIN ALLOWABLE LIMITS AND SHALL BE SUPPORTED BY STRUTS TO BEARING WALLS. THE MAXIMUM SPAN OF 2" x4" PURLINS SHALL BE 4 FEET. THE MAXIMUM SPAN OF THE 2" x 6" PURLIN SHALL BE 6 FEET, BUT IN NO CASE SHALL THE PURLIN BE SMALLER THAN THE SUPPORTED RAFTER STRUTS AND NOT TO BE SMALLER THAN 2" x4" MEMBERS. THE UNBRACED LENGTH OF THE STRUTS SHALL BE NOT LESS THAN 45 DEGREES FROM THE HORIZONTAL..

6. RAFTER BLOCKING MORE THAN 8" IN DEPTH SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING NOT LESS THAN 2" IN THICKNESS AND THE FULL DEPTH OF THE RAFTER UNLESS NAILED TO A HEADER, BAND OR RIM JOISTS, OR TO AN ADJOINING STUD. 7. BRACE ALL RAFTERS AND ROOF JOISTS AS REQUIRED TO PREVENT SHIFTING, RACKING OR OTHER MOVEMENT. BRACE ROOF TRUSSES AS RECOMMENDED BY MANUFACTURER.

8. FOR ANY OVERBUILT ROOF CONDITIONS - CONTRACTOR TO PROVIDE A MIN. (3) SQUARE FOOT OPENING THROUGH THE ROOF SHEATHING TO PROVIDE ADEQUATE VENTILATION. J. WALL FRAMING: 1.SIZES: a. WOOD STUD WALLS SHALL BE 2x4 OR 2x6 STUDS AS INDICATED ON THE DRAWINGS UNLESS NOTED OTHERWISE. b. STUDS IN EXTERIOR WALLS AND INTERIOR LOAD-BEARING WALLS OF BUILDINGS NOT MORE THAN TWO STORIES IN HEIGHT SHALL BE NOT LESS THAN 2x4 STUDS IN SIZE. FOR THREE STORY BUILDINGS. SUCH STUDS SHALL NOT BE LESS THAN 3x4 OR 2 x6 TO THE BOTTOM OF THE SECOND FLOOR JOISTS AND 2x4 FOR THE TWO UPPER STORIES. INTERIOR NON-BEARING PARTITIONS MAY BE FRAMED WITH 2x4 FOR THE TWO UPPER STORIES. INTERIOR NON-BEARING PARTITIONS MAY BE FRAMED WITH 2x4 STUDS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 2. HEIGHT: UNLESS SUPPORTED LATERALLY BY ADEQUATE FRAMING, THE MAXIMUM ALLOWABLE HEIGHT FOR STUDS SHALL BE 9'-0" FOR 2" x 4" STUDS AND 14'-0" FOR 2" x 6" STUDS. 3. SPACING: STUDS SUPPORTING FLOORS AND CEILINGS OR RAFTERS SHALL BE SPACED NOT MORE THAN 16" ON CENTER.

4. CRIPPLE WALLS: CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE WITH A MINIMUM LENGTH OF 14", OR SHALL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4 FEET IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY.

5. HEADERS: a. ALL OPENINGS 6'-0" OR LESS IN BEARING WALLS SHALL BE PROVIDED WITH HEADERS CONSISTING OF EITHER TWO PIECES OF 2x10 FRAMING LUMBER w/ 1/2" PLYWOOD BETWEEN, PLACED ON EDGE AND SECURELY FASTENED TOGETHER OR 4" LUMBER OF EQUIVALENT CROSS SECTION. b. ALL OPENINGS IN BEARING WALLS SHALL BE PROVIDED WITH HEADERS OR LINTELS. SEE PLAN FOR ADDITIONAL SIZES. c. HEADERS AND LINTELS IN BEARING WALLS SHOULD BE FRAMED WITH (2) JACK STUDS AND (1) KING STUD ON EACH SIDE UNLESS NOTED OTHERWISE. JACK STUDS ARE TO RUN CONTINUOUS FROM HEADER TO BEARING , AND THE KING STUD IS TO RUN CONTINUOUS FROM THE BOTTOM PLATE TO THE DOUBLED TOP PLATE. 6. ROUGH WINDOW SILLS OVER 8'-0" IN LENGTH SHALL BE DOUBLED.

7. PIPES IN WALLS: STUD PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOISTS UNDERNEATH SO SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS PARALLEL TO THE FLOOR JOISTS, THE JOISTS UNDERNEATH SUCH PARTITIONS SHALL BE DOUBLED AND SPACED TO PERMIT THE PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED WHERE PLUMBING, HEATING, OR OTHER PIPES ARE PLACED IN OR PARTIALLY IN A PARTITION, NECESSITATING THE CUTTING OF THE SOLE OR TOP PLATES. A METAL TIE OF NOT LESS THAN 1/8" THICK AND 1-1/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN FOUR 16d NAILS.

8. STUD WALL BRIDGING: ALL STUD PARTITIONS OR WALLS WITH STUDS HAVING A HEIGHT TO AT LEAST A THICKNESS RATIO EXCEEDING 50 SHALL HAVE BRIDGING NOT LESS THAN 2" IN THICKNESS AND OF THE SAME WIDTH AS THE STUDS FITTED SNUGLY AND NAILED THERE TO PROVIDE ADEQUATE LATERAL SUPPORT UNLESS COVERED BY INTERIOR OR EXTERIOR WALL COVERING OR SHEATHING MEETING THE MINIMUM REQUIREMENT OF THE RESIDENTIAL CODE OF OHIO, LATEST EDITION. 9. CUTTING AND NOTCHING: IN EXTERIOR WALLS AND BEARING PARTITIONS ANY WOOD STUD MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. CUTTING OR NOTCHING OF STUDS TO A DEPTH GREATER THAN 40% OF THE WIDTH OF THE STUD IS PERMITTED IN NONBEARING PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION. WHEN A STUD IS CUT OR BORED IN EXCESS OF THE ABOVE, IT SHALL BE REINFORCED TO A LOAD CAPACITY OF A STUD WHICH MEETS THE ABOVE REQUIREMENT.

10 BORED HOLES: A HOLE NOT GREATER IN DIAMETER THAN 40% OF THE STUD MAY BE BORED IN ANY LOAD-BEARING WOOD STUD. BORED HOLES NOT GREATER THAN 60% OF THE WIDTH OF THE STUD ARE PERMITTED IN NONBEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED PROVIDED NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS ARE SO BORED. IN NO CASE, SHALL THE EDGE OF A BORED HOLE BE NEARER THEN 5/8" TO THE EDGE OF THE STUD. BORED HOLES SHALL BE LOCATED AT THE SAME SECTION OF A STUD AS A CUT OR NOTCH. 11. BLOCKING TO BE PROVIDED AT ALL HANDRAILS AT WALL. 12. LAP TOP PLATES AT CORNERS AND INTERSECTIONS.

13. PROVIDE SOLID BLOCKING AT CORNERS FOR SIDING AND TRIM ATTACHMENT.

K. BRIDGING: 1.THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC, AND ROOF FRAMING. THE BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE IN LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL BRACING OR EQUAL RIGIDITY.

L. CUTTING OF BEAMS, JOISTS AND RAFTERS: 1.NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED ONE-SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. 2. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED ONE-FOURTH THE DEPTH OF THE MEMBER.

3. THE TENSION SIDE OF MEMBERS 4" OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE MEMBERS.

4. THE DIAMETER OF HOLES BORED OR CUT INTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE MEMBER. HOLES SHALL NOT BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF THE MEMBER, OR TO ANY OTHERBHOLE LOCATED IN THE MEMBER. WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2" TO THE NOTCH.

M.FURRED AREAS: 1. FURRED CEILINGS SHALL BE CONSTRUCTED WITH 2x4 WOOD STUDS AT 16" O.C. HUNG FROM STRUCTURAL FLOOR OR ROOF FRAMING WITH 2x4 HANGERS AT 4'-0" MAX. 2. FOR LOCATION, EXTENT, AND HEIGHT OF FURRED AREA, SEE DRAWINGS.

N. FIRESTOPPING: 1. FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER AND SHALL BE USED IN SPECIFIC LOCATIONS AS FOLLOWS: a. IN EXTERIOR OR INTERIOR STUD WALLS AT CEILINGS AND FLOOR LEVELS. b. IN ALL STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES SO PLACED THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER 10'-0". c. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM, AND BETWEEN STUDS IN LINE WITH RUN OF STAIR ADJOINING STUD WALLS AND PARTITIONS. d. AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS. e. IN SPACES BETWEEN CHIMNEYS AND WOOD FURRING - LOOSE NON-COMBUSTIBLE MATERIALS SHALL BE PLACED IN NONCOMBUSTIBLE SUPPORTS OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO THE WOOD FRAMING MAY BE USED. f. OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE, SUCH AS HOLES FOR PIPES, SHAFTING, BEHIND FURRING STRIPS AND SIMILAR PLACES WHICH COULD AFFORD A PASSAGE FOR FLAMES. g. DWELLING UNIT SEPARATION WALLS BETWEEN UNITS TO BE CARRIED UP TO ROOF AND TO UNDERSIDE OF ROOF SHEATHING. REFER TO DWELLING UNIT WALL SECTIONS. 2. ALL FIRESTOPPING SHALL CONSIST OF APPROVED NONCOMBUSTIBLE MATERIALS SECURELY FASTENED IN PLACE. FIRESTOPS OF TWO THICKNESSES OF 1" LUMBER WITH BROKEN LAP-JOINT OR ONE THICKNESS OF 3/4" PLYWOOD. 3. PROVIDE FIRESTOPPING AT 8'-0" INTERVALS STAGGERED IN STUD WALLS. (2) 2" x 4" POSTS SHOULD BE BRACED AT 4'-0" INTERVALS VERTICALLY.

B. VENTILATION: 1.ROOF VENTILATION IS REQUIRED AT ALL ENCLOSED ATTICS AND ENCLOSED RAFTER/TRUSS SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS/TRUSSES. 2. CROSS VENTILATION SHALL BE PROVIDED AT EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. 3. RIDGE VENTS TO BE INSTALLED PER MANUFACTURERS WRITTEN SPECIFICATIONS. 4. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1:150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED TO 1:300, PROVIDED THAT AT LEAST 50% AND NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3'-0" ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR SOFFIT. 5. FOR ANY OVERBUILT ROOF CONDITIONS - CONTRACTOR TO PROVIDE A MIN. (3) SQUARE FOOT OPENING THRU THE ROOF SHEATHING TO PROVIDE ADEQUATE VENTILATION.

DAMPPROOFING AND WATERPROOFING: SECTION 07140 PART-1 REFERENCE: A. THE RESIDENTIAL CODE OF OHIO (R.C.O.), LATEST EDITION B. ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS.

PART-2PRODUCTS: A. WATERPROOFING TO BE "TUFF-N-DRI H8" WATERPROOFING MEMBRANE BY TREMCO. MEMBRANE TO CONFORM TO ASTM D-5385 AND MUST COMPLY WITH R.C.O. SECTION R406, UNLESS NOTED DIFFERENTLY ON THE DRAWINGS. B. FOUNDATION PROTECTION BOARD TO BE "WARM-N-DRI" FOUNDATION BOARD BY TREMCO. THICKNESS PER DRAWINGS, UNLESS NOTED DIFFERENTLY ON THE DRAWINGS.

PART-3EXECUTION: A. FOUNDATION WALL SURFACE MUST BE CLEAN, DRY AND FREE OF MORTAR, SAND, SOIL, WATER, FROST OR ANY OTHER LOOSE MATERIALS. SURFACE MUST ALSO BE FREE OF ANY PROJECTIONS. B. PREPARE SURFACES PER MANUFACTURERS WRITTEN SPECIFICATIONS. C. APPLY SPRAYED WATERPROOFING MEMBRANE PER MANUFACTURERS WRITTEN SPECIFICATIONS TO A THICKNESS OF 60 MILS WITH A CURED THICKNESS OF 40 MILS. APPLY TO LEVEL OF FINISH GRADE. D. APPLY 4'x8' SHEETS OF WARM-N-DRI FOUNDATION BOARD PER MANUFACTURERS SPECIFICATIONS UP TO THE LEVEL OF FINISH GRADE. BOARD THICKNESS AND R-VALUE PER DRAWINGS. INSULATION: SECTION 07210 PART-1 REFERENCE: A. THE RESIDENTIAL CODE OF OHIO (R.C.O.), LATEST EDITION B. ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS. C. NAIMA - NORTH AMERICAN INSULATION MANUFACTURERS ASSOCIATION

PART-2PRODUCTS: A. KRAFT FACED BATT INSULATION: GLASS FIBER THERMAL INSULATION COMPLYING WITH ASTM C 665, TYPE II, CLASS C; INSULATION EXCLUSIVE OF FACING NON-COMBUSTIBLE WHEN TESTED IN ACCORDANCE WITH ASTM E 136; EXTRA WIDE STAPLING FLANGES, UNLESS NOTED OTHERWISE IN THE DRAWINGS. B. R-VALUE AS INDICATED WHEN TESTED IN ACCORDANCE WITH ASTM C 518. C. XPS RIGID FOAM INSULATION IN ACCORDANCE WITH ASTM C578. D. CELLULOSE BLOWN-IN ATTIC INSULATION IN ACCORDANCE WITH ASTM C-739, ASTM C-1015, ASTM C-1149, ASTM E84. E. INSULATION WORK TO COMPLY WITH R.C.O. CHAPTER 11, ENERGY EFFICIENCY.

PART-3EXECUTION: A. INSULATION MUST BE PROVIDED TO ALL EXTERIOR WALLS, FOUNDATIONS AND CEILINGS OF HEATED SPACES WITH VAPOR BARRIER TO THE WARM SIDE. WALLS AND BASEMENT FURRED WALLS TO BE FIBERGLASS BATT INSULATION AND TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. WIDTH OF INSULATION MUST COMPLETELY FILL THE CAVITY : DEPTH OF INSULATION TO COMPLY WITH THE "R" VALUES LISTED BELOW. FLAT CEILINGS TO HAVE CELLULOSE BLOWN-IN INSULATION. REFER TO DRAWINGS FOR ADDITIONAL INSULATION INFORMATION. 1.R-10 RIGID INSULATION FOR SLAB FOUNDATIONS. 2. R-11 VINYL FACED BLANKET INSULATION FOR UNFINISHED BASEMENT WALLS. 3. R-13 KRAFT-FACED FIBERGLASS BATT FOR 2x4 STUD WALL FURRING AT FINISHED BASEMENT WALLS. 4. R-21 KRAFT-FACED FIBERGLASS BATT INSULATION FOR 2x6 WALLS. 5. R-25 KRAFT-FACED FIBERGLASS BATT INSULATION FOR 2X8 WALLS. 6. R-38 KRAFT-FACED FIBERGLASS BATT INSULATION FOR SLOPED TRUSSES (VAULTED CEILINGS), U.N.O. 7. R-38 CELLULOSE BLOWN-IN INSULATION FOR FLAT CEILINGS, U.N.O.

B. INSTALL POLYSTYRENE THERMAL BAFFLES AT ALL EAVES TO MAINTAIN A MINIMUM AIRSPACE OF 1" FOR AIR CIRCULATION (ROOF VENTILATION). C. PROVIDE MINIMUM R-8 INSULATION AT DUCTWORK IN UNCONDITIONED SPACES.

D. PROVIDE MINIMUM R-4 PIPE INSULATION OR OTHER ACCEPTABLE COVERING FOR COLD WATER PIPES IN UNCONDITIONED SPACES TO ADEQUATELY PREVENT CONDENSATION.

E. PROVIDE R-13 QUIET THERM INSULATION AT ALL BATHROOM AND POWDER ROOM WALLS FOR SOUND ATTENUATION - VERIFY W/ OWNER. F. INSTALL FIBERGLASS BATT INSULATION IN ACCORDANCE WITH NAIMA "RECOMMENDATIONS FOR INSTALLATION IN RESIDENTIAL AND OTHER LIGHT-FRAME CONSTRUCTION - FIBER GLASS BUILDING INSULATION" AND PER MANUFACTURER'S INSTRUCTIONS. G. WALLS AND CEILINGS ARE NOT TO BE ENCLOSED (e.g. with gypsum board) IF THE INSULATION HAS A HIGH MOISTURE CONTENT. WET INSULATION PRODUCTS ARE TO BE DRY BEFORE ENCLOSING.

FLASHING: SECTION 07600

FLASHING TO BE PROVIDED TO MINIMIZE WATER ENTRY INTO WALL AND ROOF ASSEMBLIES AND TO DIRECT WATER TO EXTERIOR SURFACES OR EXTERIOR WATER-RESISTIVE BARRIERS FOR DRAINAGE. FLASHING TO BE PROVIDED IN ACCORDANCE WITH THE FENESTRATIONS MANUFACTURER'S INSTRUCTIONS, THE FLASHING MANUFACTURER'S INSTRUCTIONS, OR AS DETAILED IN THESE DRAWINGS. FLASHING TO BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS, AS APPLICABLE: • AROUND EXTERIOR FENESTRATIONS, SKYLIGHTS AND DOORS. • AT ROOF VALLEYS. • AT DECK, BALCONY, PORCH OR STAIR TO BUILDING INTERSECTIONS. • AT ROOF-TO-WALL INTERSECTIONS, AT ROOF-TO-CHIMNEY INTERSECTIONS, AT WALL-TO-WALL INTERSECTIONS. • AT ENDS OF AND UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS. • ABOVE PROJECTING WOOD TRIM. • DRIP EDGE IS INSTALLED AT EAVES AND RAKE EDGES.

ALL WINDOW HEAD AND JAMB FLASHING TO BE SELF-ADHERED FLASHING COMPLYING WITH AAMA 711-07. ALL DOOR SILLS TO HAVE PAN FLASHING. REFER TO SHEET A-8.1 FOR WINDOW SILLS. PROVIDE SEAMLESS, PREFORMED KICKOUT FLASHING OR PREFABRICATED METAL WITH SOLDERED SEAMS AT ALL ROOF-TO-WALL INTERSECTIONS. THE TYPE AND THICKNESS OF THE MATERIAL USED FOR ROOF FLASHING INCLUDING BUT NOT LIMITED KICKOUT AND STEP FLASHING IS COMMENSURATE WITH THE ANTICIPATED SERVICE LIFE OF THE ROOFING MATERIAL.

JOINT SEALANTS: SECTION 07900

USE A 50-YEAR WARRANTY SILICON BASED CAULK AT HIGH EXPANSION/COMPRESSION AREAS, SUCH AS AROUND CHIMNEYS, TILE, CERAMIC, AND AROUND ENAMEL AND PRE-FABRICATED TUBS AND SHOWERS. FOR EXTERIOR WINDOWS, DOOR FRAMES, INTERIOR TRIM, WOODWORK AND OTHER PAINTABLE SURFACES, USE A CLEAR OR COLOROED LATEX BASED CAULK. COLOR SHALL MATCH WOOD STAIN OR PAINT. CAULK ALL GAPS BETWEEN STUDS, PLATES AND SUB-FLOORS AS REQUIRED TO PREVENT WIND INFILTRATION.

DOORS AND WINDOWS: DIVISION - 8

THERMAL AND MOISTURE PROTECTION: DIVISION - 7

DOORS: SECTOPM 0821

ASPHALT ROOFING AND SHEET METAL WORK: SECTION 07000 PART-1 REFERENCE: A. THE RESIDENTIAL CODE OF OHIO (R.C.O.), LATEST EDITION B. ASHRAE - AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS. C. SMACNA - SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION - ARCHITECTURAL SHEET METAL MANUAL.. D. ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS.

PART-1 REFERENCE: A. AAMA - AMERICAN ARCHITECTURAL MANUFACTURER'S ASSOCIATION. B. NWWDA - NATIONAL WOOD WINDOW AND DOOR ASSOCIATION. C. WDMA - WINDOW AND DOOR MANUFACTURER'S ASSOCIATION. D. SDI - STEEL DOOR INSTITUTE - SDI 100 FOR STEEL DOORS AND FRAMES. E. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION - NFPA-80 FOR FIRE DOORS AND WINDOWS. F. CPSC - CONSUMER PRODUCTS SAFETY COMMISION - CPSC CFR PART 1201-86 FOR ARCHITECTURAL GLAZING STANDARDS AND RELATED MATERIALS. G. ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS - ASTM E-283, ASTM E-331, ASTM E-547.

PART-2 PRODUCTS: A. ASPHALT SHINGLES SHALL CONFORM TO ASTMD-225 OR D-3462.

B. ASPHALT SHINGLE UNDERLAYMENT SHALL CONFORM TO ASTM D-226, TYPE 1 OR ASTM D-4869, TYPE 1.

C. SELF-ADHERTED ROOFING MEMBRANE ROOFING UNDERLAYMENT "GRACE ICE & WATER SHIELD" TO COMPLY WITH R.C.O., SECTION R905.2.7.1. AND CONFORM TO ASTM D412, D903, D1970, D3767, E96 AND E108. MEMBRANE TO BE 40 MIL THICKNESS WITH PERMEANCE OF .05 PERM. MINIMUM 6'-0" (2 ROWS). D. FLASHING, COUNTER-FLASHING, COPINGS SHALL BE LISTED ON THE DRAWINGS AND MEET ONE OF THE FOLLOWING: 1.METAL FLASHING: SHALL BE NOT LESS THAN NO. 26 GA. CORROSION RESISTANT METAL. 2. ANODIZED ALUMINUM: .19" THICK ALUMINUM ANODIZED TO COLOR AS SELECTED BY ARCHITECT OR OWNER. 3. COPPER FLASHING: 16 OZ. MINIMUM FOR ASPHALT, 20 OZ. MIN FOR SLATE OR TILE.

E. RIDGE VENTS TO BE "COBRA" BY GAF.

F. OPTIONAL BAY WINDOWS TO HAVE COPPER ROOF - REFER TO DRAWINGS FOR ADDITIONAL INFORMATION.

PART-3EXECUTION: A. ROOFING: 1. FIBERGLASS, ASPHALT OR COMPOSITION STRIP TYPE SHINGLES: a. THE CONSTRUCTION OF THE ROOF SHALL BE COMPLETED BEFORE SHINGLE ROOFING WORK IS STARTED. ROOF SURFACES SHALL BE SMOOTH, FIRM, DRY AND FREE FROM LOOSE ENDS THAT MIGHT INJURE THE ROOFING. VENTS AND OTHER PROJECTIONS THROUGH ROOFS SHALL BE FLASHED AND SECURED IN POSITION. PROJECTING NAILS SHALL BE DRIVEN FIRMLY HOME. b. APPLY ICE/WATER SHIELD PER MANUFACTURER'S WRITTEN DIRECTIONS AT ALL EAVES, VALLEYS AND ROOF/WALL INTERSECTIONS, INCLUDING DORMERS. APPLY PER THE FOLLOWING: - EAVES: (2) LAYERS OF 36" WIDE ROLLS. - VALLEYS: 36" WIDE ROLL AT EACH SIDE OF THE VALLEY - ROOF / WALL INTERSECTIONS: 18" VERTICALLY AND HORIZONTALLY c. INSTALL ONE LAYER OF "INTERWRAP ROOFING PRODUCTS" "TITANIUM UDL-25" ROOFING UNDERLAYMENT OR EQUIVALENT. INSTALL PER MANUFACTURER'S WRITTEN SPECIFICATIONS. d. INSTALL FORMED ALUMINUM DRIP EDGES ALONG ALL EAVES AND GABLE ENDS e. INSTALL ANODIZED ALUMINUM AT ALL VALLEY LOCATIONS f.INSTALL FLASHING SLEEVES AT ALL PIPE AND ROOF PENETRATIONS g. INSTALL ASPHALT SHINGLES. STARTER STRIP SHALL CONSIST OF ONE LAYER OF SHINGLES LAID IN NORMAL POSITION OR WITH CUTOUTS REVERSED. STARTER STRIP SHALL PROJECT 3/4" BEYOND THE EAVE LINE TO FORM A DRIP AND SHALL BE NAILED 1/2" TO 5/8" FROM CLOSED END OF EACH CUTOUT. THE FIRST COURSE OF SHINGLES SHALL BE LAID DIRECTLY ON TOP OF THE STARTER STRIP, FLUSH NAILED FROM WITH THE DRIP EDGE AND ALIGNED WITH CUTOUTS CENTERED ON STARTER STRIP TABS. EACH SHINGLE SHALL BE THE END ADJOINING THE PREVIOUSLY APPLIED SHINGLE AT 1/2" TO 5/8" ABOVE EACH CUTOUT AND 1/2" FROM EACH EDGE OF SHINGLE. INDIVIDUAL SHINGLES SHALL HAVE A MINIMUM FOUR NAILS PER STRIP. SHINGLE EXPOSURE SHALL BE 5" AND WITH MINIMUM 2" HEAD LAP. PROVIDE MINIMUM DOUBLE COVERAGE AT ALL PLACES. EACH SHINGLE SHALL BE SECURED IN PLACE.. h. SHINGLES NOT TO BE APPLIED ON ROOF AREAS HAVING LESS THAN 3-1/2:12 PITCH. REFER TO DRAWINGS FOR ROOF TYPE IN THIS CASE. i. INSTALL CONTINUOUS RIDGE VENTS (SHINGLE OVER) PER MANUFACTURERS WRITTEN SPECIFICATIONS. j.RIDGES SHALL BE FORMED WITH 9" x 12" INDIVIDUAL SHINGLES OR 12" x 12" SHINGLES CUT FROM 12" x 36" SHINGLES, LAPPED TO PROVIDE AN EXPOSURE OF MAXIMUM 5" FROM THE BUTT AND NAILED IN THE UNEXPOSED AREA 1" FROM EACH SIDE..

PART-2PRODUCTS: A. ALL DOORS AND GLASS DOORS SHALL BEAR THE LABELS OF THE ABOVE REFERENCES INDICATING COMPLIANCE WITH PERFORMANCE STANDARDS, INCLUDING ANSI/AAMA/NWDDA 101/I.S.2 OR AAMA/WDMA 101/I.S.2/NAFS. 1. EXCEPTIONS: a.REGARDLESS OF THE TYPE OR REQUIREMENTS OF THE SLIDING GLASS DOORS SET FORTH IN THE AFOREMENTIONED SPECIFICATIONS, NO SLIDING GLASS DOOR MAY BE SELECTED WHOSE AIR INFILTRATION EXCEEDS 0.50 CFM PER SQUARE FOOT OF DOOR AREA WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A PRESSURE DIFFERENTIAL OF 1.56 PSF. a. WHEN SELECTING SLIDING GLASS DOORS IN ACCORDANCE WITH THE AFOREMENTIONED SPECIFICATIONS, THE DESIGN LOADING SHALL NOT EXCEED 66 2/3 PERCENT OF THE UNIFORM STRUCTURAL TEST LOADING SET FORTH IN THE SPECIFICATION. B. FLASHING: 1."GRACE VYCOR® PLUS SELF-ADHERED FLASHING" OR EQUIVALENT TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AROUND EACH JAMB, AND HEAD. 2. SILLGUARD TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AT EACH SILL. 3. "GRACE VYCORNERS™ PREFABRICATED CORNERS" OR EQUIVALENT TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AT EACH BOTTOM CORNERS 4. FLASHING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH HOUSE WRAP C. HARDWARE 1.HINGES: DOORS UP TO 6'-8" TO RECEIVE 1-1/2 PAIR BUTT HINGES. DOORS UP TO 8'-0" TO RECEIVE 2 PAIR BUTT HINGES. 2. PROVIDE LATCH STRIKES, STRIKE BOXES, DOOR STOPS AND LOCKSETS. 3. EXTERIOR DOORS, PROVIDE FULL MORTISE LOCK AND LEVER HANDLE SETS AND DEADBOLT. 4. EXTERIOR DOORS, PROVIDE THRESHOLD. 5. INTERIOR GARAGE PASS DOORS SHALL BE 20 MIN. RATED WITH HYDRAULIC CLOSERS, FULLY WEATHERSTRIPPED, WITH THRESHOLD AND PRIVACY LOCKSET AND DEADBOLT. 6. INTERIOR DOORS TO RECEIVE THE FOLLOWING: a. BATHROOM/POWDER ROOMS - PRIVACY LOCKSET b. BEDROOMS - PRIVACY LOCKSET c. CLOSETS - PASSAGE SETS d. WATER CLOSET ROOMS - PRIVACY SETS

C. CLEANING: 1.REMOVE VISIBLE LABELS AND ADHESIVE RESIDUE ACCORDING TO MANUFACTURE'S INSTRUCTIONS. 2. LEAVE WINDOWS AND GLASS IN A CLEAN CONDITION.

D. PROTECTING INSTALLED CONSTRUCTION: 1.PROTECT WINDOWS FROM DAMAGE BY CHEMICALS, SOLVENTS, PAINT, OR OTHER CONSTRUCTION OPERATIONS THAT MAY CAUSE DAMAGE.

ALUMINUM CLAD WOOD WINDOWS: SECTION 0852 PART-1 REFERENCE: A. AAMA - AMERICAN ARCHITECTURAL MANUFACTURER'S ASSOCIATION. B. NWWDA - NATIONAL WOOD WINDOW AND DOOR ASSOCIATION. C. WDMA - WINDOW AND DOOR MANUFACTURER'S ASSOCIATION. D. AWI - ARCHITECTURAL WOODWORK INSTITUTE. E. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION - NFPA-80 FOR FIRE DOORS AND WINDOWS. F. CPSC - CONSUMER PRODUCTS SAFETY COMMISSION - CPSC CFR PART 1201-86 FOR ARCHITECTURAL GLAZING STANDARDS AND RELATED MATERIALS. G. ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS - ASTM E-330, ASTM E-331, ASTM E-547.

PART-2PRODUCTS: A. ALL WINDOWS AND SKYLIGHTS SHALL BEAR THE LABELS OF THE ABOVE REFERENCES INDICATING COMPLIANCE WITH PERFORMANCE STANDARDS, INCLUDING ANSI/AAMA/NWDDA 101/I.S.2 OR AAMA/WDMA 101/I.S.2/NAFS. B. WINDOW FLASHING: 1."GRACE VYCOR® PLUS SELF-ADHERED FLASHING" OR EQUIVALENT TO BE INSTALLED PER MANUFACTURERS AROUND EACH WINDOW JAMB, AND HEAD. 2. SILLGUARD TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AT EACH WINDOW SILL. 3. "GRACE VYCORNERS™ PREFABRICATED CORNERS" OR EQUIVALENT TO BE INSTALLED PER MANUFACTURERS EACH WINDOW BOTTOM CORNERS 4. FLASHING TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH HOUSE WRAP

SPECIFICATIONS

SPECIFICATIONS AT

C. TEMPERED GLASS SHALL BE STANDARD PRODUCT OF RECOGNIZED MANUFACTURER SIZES AS SHOWN ON THE DRAWINGS. WHETHER OR NOT INDICATED ON THE DRAWINGS, PROVIDE TEMPERED GLASS IN ALL HAZARDOUS LOCATIONS AS REQUIRED BY THE RESIDENTIAL CODE OF OHIO, LATEST VERSION. WINDOWS SHALL BE TESTED AND CERTIFIED TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE ABOVE REFERENCES AND SHALL CONFORM TO ASTM C-1279. 1. REGARDLESS OF THE TYPE OR REQUIREMENTS OF THE WINDOWS SET FORTH IN THE AFOREMENTIONED SPECIFICATIONS, NO WINDOW MAY BE SELECTED WHOSE AIR INFILTRATION EXCEEDS 0.50 CFM PER LINEAR FOOT OF CRACK WHEN TESTED IN ACCORDANCE WITH ASTM 283 AT A PRESSURE DIFFERENTIAL OF 1.56 PSF. 2. WHEN SELECTING WINDOWS IN ACCORDANCE WITH THE AFOREMENTIONED SPECIFICATIONS, THE DESIGN LOADING SHALL NOT EXCEED 66 2/3 PERCENT OF THE UNIFORM STRUCTURAL TEST LOADING SET FORTH IN THE SPECIFICATION. D. EMERGENCY ESCAPE WINDOWS: EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE UNITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS OR SEPARATE TOOLS. 1.SILL HEIGHT OF NOT MORE THAN 44" ABOVE FINISHED FLOOR. 2. FIRST FLOOR NET CLEAR OPENING OF 5.0 SQUARE FEET, MINIMUM, WITH NORMAL OPERATION. 3. SECOND FLOOR NET CLEAR OPENING OF 5.7 SQUARE FEET, MINIMUM, WITH NORMAL OPERATION. 4. NET CLEAR HEIGHT OF OPENING SHALL BE A MINIMUM OF 24". 5. NET CLEAR WIDTH OF OPENING SHALL BE A MINIMUM OF 20". 6. BARS, GRILLS OR SCREENS PLACED OVER EMERGENCY ESCAPE WINDOWS SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT USE OF A KEY, TOOL OR EXCESSIVE FORCE. E. MANUFACTURED UNITS: 1. DESCRIPTION: DRAWINGS INDICATE A DOUBLE HUNG, CASEMENT, AWNING, AND/OR FIXED WINDOW AS MANUFACTURED BY "PELLA, DESIGNER SERIES". VERIFY WITH DEVELOPER. F. WEATHER STRIP: WEATHER STRIPPED AT FRAME PERIMETER WITH FLEXIBLE GASKETS. SASH WEATHER STRIPPED AT PERIMETER WITH COMBINATION BULB AND LEAF WEATHER STRIP. G. JAMB EXTENSION: FURNISH FACTORY INSTALLED JAMB EXTENSION FOR WALL THICKNESS INDICATED OR REQUIRED. MATCH INTERIOR FRAME FINISH. H. INSECT SCREENS TO BE INCLUDED W/ WINDOWS.

I.ACCESSORIES AND TRIM: PROVIDE ALL VINYL NAILING FINS/DRIP CAP, BRACKETS AND SILL GUARD.

www.rsaarchitects.com

C. A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED TO THE ARCHITECT, CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO CONSTRUCTION.

E. ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS.

44 W. Washington St., Chagrin Falls OH

B. ASSUMED SOIL BEARING PRESSURE: 2,500 psf

3. EPDM THRU-WALL FLASHING: SHALL BE 40 MIL THICK SYNTHETIC RUBBER MEMBRANE, TEAR & PUNCTURE RESISTANCE AND NOT SUSCEPTIBLE TO DECOMPOSITION DUE TO UV / OZONE EXPOSURE, AND NOT DROOL IN HIGH TEMPERATURES. 1/8 TH." x 1" WIDE w/ 1/4" HOLES SPACED @ 16" O.C., TYPE 304 STAINLESS STEEL. TERMINATION BAR REQUIRED TOMECHANICALLY SECURE TOP OF FLASHING TO BACK-UP AT THE LOCATIONS RECOMMENDED BY THE MANUFACTURER. STAINLESS STEEL DRIP PLATES MAY REQUIRED. ( FLASHING MATERIAL SHALL BE "EPRA-MAX" EPDM THRU-WALL FLASHING AS MANUFACTURED BY HOHMANN & BARNARD, INC. OR "SANDO-SEAL " AS MANUFACTURED BY SANDELL MANUFACTURING COMPANY, INC. OR EQUIVALENT OR EQUIVALENT).

D. APA - THE ENGINEERED WOOD ASSOCIATION; DESIGN/CONSTRUCTION GUIDE FOR RESIDENTIAL AND COMMERCIAL BUILDINGS.

FAX (440) 247-3285

A. ALL EARTHWORK, COMPACTION AND SUPERVISION SHALL BE PERFORMED IN THE SOIL INVESTIGATION REPORT. NOTIFY THE ARCHITECT IF ON-SITE CONDITIONS INDICATE LESSER VALUES THAN THOSE CONTAINED IN THE SPECIFICATIONS.

C. TPI - TRUSS PLATE INSTITUTE; DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES.

TELEPHONE: (440) 247-3990

NOTE: THIS SET OF DRAWINGS MAY NOT INCLUDE SITE PREPARATIONS, GRADING, AND LANDSCAPING. IF NECESSARY, THESE DRAWINGS SHALL BE SUPPLIED BY THE OWNER.

B. SPIB - SOUTHERN PINE INSPECTION BUREAU; STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER.

j.RIDGES SHALL BE FORMED WITH 9" x 12" INDIVIDUAL SHINGLES OR 12" x 12" SHINGLES CUT FROM 12" x 36" SHINGLES, LAPPED TO PROVIDE AN EXPOSURE OF MAXIMUM 5" FROM THE BUTT AND NAILED IN THE UNEXPOSED AREA 1" FROM EACH SIDE. k. PACKAGES OF COMPOSITION SHINGLES SHALL BEAR THE LABEL OF AN APPROVED TESTING LABORATORY HAVING A SERVICE FOR THE INSPECTION OF MATERIAL AND FINISHED PRODUCTS DURING MANUFACTURE. l. COMPOSITION SHINGLES SHALL BE FASTENED ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS BUT NOT LESS THAN FOUR NAILS PER EACH STRIP SHINGLE NOT MORE THAN 36" WIDE AND TWO NAILS PER EACH INDIVIDUAL SHINGLE LESS THAN 20" WIDE. COMPOSITION SHINGLE ROOFS SHALL HAVE AN UNDERLAY OF NOT LESS THAN 15# FELT. COMPOSITION SHINGLE NOT TO BE USED FOR PITCH LESS THAN 4:12. m. NAILS FOR COMPOSITION ROOFS SHALL BE NOT SMALLER THAN NO. 12 GAUGE WITH HEADS NOT LESS THAN 3/8" IN DIAMETER FOR SHINGLE APPLICATION AND 7/16" IN DIAMETER FOR BUILT UP ROOFS, AND SHALL BE LONG ENOUGH TO PENETRATE INTO THE SHEATHING 3/4" OR THROUGHOUT THE THICKNESS OF THE SHEATHING, WHICHEVER IS LESS. SMALLER SIZE HEAD NAILS MAY BE USED PROVIDED METAL DISCS ARE USED WITH THEM. EXPOSED NAILS AND SHINGLE NAILS SHALL BE CORROSION-RESISTANT.

PART-3EXECUTION: A. EXAMINATION: 1.VERIFICATION OF CONDITIONS: BEFORE INSTALLATION, VERIFY OPENINGS ARE PLUMB, SQUARE, AND OF PROPER DIMENSION AS REQUIRED IN SECTION 01 71 00. REPORT FRAME DEFECTS OR UNSUITABLE CONDITIONS TO THE GENERAL CONTRACTOR BEFORE PROCEEDING. 2. ACCEPTANCE OF CONDITIONS: BEGINNING OF INSTALLATION CONFIRMS ACCEPTANCE OF EXISTING CONDITIONS. B. INSTALLATION: 1.ASSEMBLE AND INSTALL WINDOW UNIT/S ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND REVIEWED SHOP DRAWINGS. 2. INSTALL SEALANT AND RELATED BACKING MATERIALS AT PERIMETER OF UNIT OR ASSEMBLY. DO NOT USE HIGH EXPANSIVE FOAM SEALANT. 3. INSTALL ACCESSORY ITEMS AS REQUIRED. 4. USE FINISH NAILS TO APPLY WOOD TRIM AND MOLDINGS. C. CLEANING: 1.REMOVE VISIBLE LABELS AND ADHESIVE RESIDUE ACCORDING TO MANUFACTURE'S INSTRUCTIONS. 2. LEAVE WINDOWS AND GLASS IN A CLEAN CONDITION.

D. PROTECTING INSTALLED CONSTRUCTION: 1.PROTECT WINDOWS FROM DAMAGE BY CHEMICALS, SOLVENTS, PAINT, OR OTHER CONSTRUCTION OPERATIONS THAT MAY CAUSE DAMAGE.

SEAL:

FINISHES: DIVISION - 9

GYPSUM:

SECTION 0925

PART-1 REFERENCE: A. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF OHIO, LATEST EDITION AND IN CONFORMANCE WITH THE AGENCIES LISTED BELOW. 1.ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS. 2. UL - UNDERWRITER'S LABORATORIES INC.

PART-2PRODUCTS: A. GYPSUM WALL BOARD, WATER RESISTANT GYPSUM WALL BOARD, GYPSUM BACKING BOARD, EXTERIOR GYPSUM SOFFIT BOARD, GYPSUM SHEATHING BOARD, GYPSUM BASE FOR VENEER PLASTER, GYPSUM LATH AND GYPSUM CEILING BOARD SHALL CONFORM TO ASTM C-1396/C-1396M. 1.GYPSUM BOARD SIZES ARE AS SPECIFIED BELOW OR AS SHOWN ON THE DRAWINGS. a. WALLS: 1/2" THICKNESS, U.N.O. b. CEILINGS: 1/2" THICKNESS, U.N.O. c. GARAGE FIREWALLS: 5/8" TYPE "X" FIRE-RATED GYP. BD. AND AT GARAGE CEILINGS IF LIVING SPACE ABOVE. 2. WATER RESISTANT GYPSUM BOARD THICKNESS TO MATCH ADJACENT GYPSUM BOARD THICKNESS. NOT TO BE USED AS TILE BACKER. 3. ACCEPTABLE MANUFACTURERS: a. GEORGIA PACIFIC CORP. b. UNITED STATES GYPSUM COMPANY.

RICHARD E. SIEGFRIED LICENSE #7349 EXPIRATION DATE 12/31/17 CONSULTANT:

REVISION

DATE

B. FIRE RATED GYPSUM BOARD SHALL CONFORM TO ASTM E-119 AND ONE-HOUR UL RATING AND BE 5/8" THICK UNLESS NOTED OTHERWISE ON THE DRAWINGS. C. FLOOR UNDERLAYMENTS SHOULD BE INSTALLED PER FINISH FLOOR MANUFACTURER'S REQUIREMEMNTS AND SPECIFICATIONS. D. WET LOCATION BACKER BOARD: IN WET LOCATIONS AND FOR TILE INSTALLATION, USE WATER RESISTANT TREATED CORE BACKER BOARD WITH GLASS MAT MOISTURE PROTECTANT COATING AND EMBEDDED GLASS MATS, BOTH SIDES. PROVIDE TYPE AND THICKNESS LISTED BELOW IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END TO END BUTT JOINTS. 1.THICKNESS: 1/2", UNLESS NOTED OTHERWISE. 2. MATERIAL: DENS-SHIELD (BY GEORGIA-PACIFIC) E. ACCESSORIES: ALL ADHESIVES, MASTIC, TAPES, SCREWS, METAL CORNER BEADS AND OTHER ACCESSORIES AS MAY BE REQUIRED FOR A COMPLETE INSTALLATION AS RECOMMENDED BY THE MANUFACTURER OF THE GYPSUM BOARD. FOR TUB/SHOWER LOCATIONS, USE AN INTERIOR-EXTERIOR ADHESIVE. PART-3EXECUTION: A. ALL GYPSUM TO BE INSTALLED WITH SCREWS AND ADHESIVE AND FINISH IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN CONFORMANCE WITH CODES IDENTIFIED ABOVE. B. DO NOT INSTALL UNTIL WEATHER PROTECTION AND OTHER RECOMMENDED ENVIRONMENTAL REQUIREMENTS ARE PROVIDED. C. PROVIDE WATER-RESISTANT GYPSUM BOARD AT AREAS SUBJECT TO REPEATED DAMP CONDITIONS AND MOISTURE ACCUMULATIONS. D. INSTALL BACKER BOARD AT ALL AREAS TO RECEIVE TILE FINISH. E. GYPSUM BOARD FINISH TO BE AS FOLLOWS: 1.INTERIOR WALLS: SMOOTH FINISH 2. INTERIOR CEILINGS: TEXTURED FINISH 3. GARAGE WALLS: TEXTURED FINISH 4. GARAGE CEILINGS: TEXTURED FINISH

F. ALL VERTICAL ENDS MUST FALL ON A STUD OR OVER A SUPPORT.

G. INSTALL ALL CORNER BEADS AND EDGE TRIMS WHEREVER EDGES WOULD BE EXPOSED. H. USE RUST RESISTANT SCREWS IN WET LOCATIONS

I.FOR SMOOTH FINISH, APPLY JOINT COMPOUND IN 3 COATS (NOT INCLUDING PREFILL) AND SAND BETWEEN LAST 2 COATS AND AFTER LAST COAT.

PROJECT #:

09/06/17 SISSUE FOR ADDENDUM #1 10/19/17 SISSUE FOR ADDENDUM #2

SITEWORK: DIVISION - 2

2. RUBBERIZED ASPHALT SHEET FLASHING: SHALL BE 40 MIL THICK WATERPROOFING MEMBRANE CONSISTING OF SELF-ADHERING RUBBERIZED ASPHALT LAMINATED TO A HIGH DENSITY POLYETHYLENE FILM. FLASHING MATERIAL SHALL: RESIST TEARING & SLICING, SELF SEAL AROUND SHAFT OF FASTNERS, LAP EASILY AT OVERLAP, AND CORNERS EASILY. 1/8"TH. x 1" WIDE w/ 1/4" HOLES SPACED @ 16" O.C., TYPE 304 STAINLESS STEEL TERMINATION BAR REQUIERED TO MECHANICALLY SECURE TOP OF FLASHING TO BACK-UP. AT THE LOCATIONS RECOMMENDED BY THE MANUFACTURER STAINLESS STEEL DRIP PLATES MAY BE REQUIRED. (FLASHING MATERIAL SHALL BE "PEEL-N-SEAL" AS MANUFACTURED BY ADVANCED BUILDING PRODUCTS, INC. OR "TEXTROFLASH" FLASHING MANUFACTURED BY HOHMANN & BARNANRD, INC. OR EQUVALENT).

4. COLLAR TIES ARE TO BE SPACED 4'-0" O.C., UNLESS NOTED OTHERWISE ON DRAWINGS.

CHAGRIN FALLS, OHIO 44022

PART-1 REFERENCE: A. AITC - AMERICAN INSTITUTE OF TIMBER CONSTRUCTION; STANDARDS MANUAL.

DOORS AND WINDOWS: DIVISION - 8

10 NORTH MAIN STREET

1. FLEXIBLE METAL FLASHING: SHALL BE COPPER KRAFT DUPLEX FLASHING MANUFACTURED BY ADVANCED BUILDING PRODUCTS, INC. OR EQUIVALENT. A FULL COPPER SHEET WEIGHING 3 OZ. PER SQUARE FOOT SHALL BE BONDED BETWEEN TWO LAYERS OF WATERPROOFED CREPED KRAFT PAPER WITH A PLASTICIZED ASPHALT COMPOUND.

THERMAL AND MOISTURE PROTECTION: DIVISION - 7 (CONT.)

FIREHAMMER RESIDENCE RENOVATION

ALL SPECIFICATIONS MAY NOT APPLY TO THIS JOB. SHOULD ANY DISCREPANCIES OR AMBIGUITIES IN, OR OMISSIONS FROM, THE DRAWINGS OR SPECIFICATIONS BE FOUND, OR INQUIRIES RELATIVE TO THE MEANING OR INTENT OF THE CONTRACT DOCUMENTS ARISE, THEY SHOULD BE SUBMITTED TO THE ARCHITECT AND WILL BE ANSWERED BY ADDENDA. SUCH INSTRUCTIONS AND OTHER ADDENDA ISSUED PRIOR TO THE DATE OF THE SIGNING OF THE AGREEMENT WILL BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS AND ARE BINDING TO THE CONTRACTOR.

CARPENTRY AND WOOD: DIVISION - 6 (CONT.)

RSA ARCHITECTS, LLC

CARPENTRY AND WOOD: DIVISION - 6

8/4/17 Issue for Arch Review Board / Permit 8/21/17 Issue Site Plan to Village Hall 08/25/17 Issue for Client Review of Revision 1

MASONRY: DIVISION - 4 (CONT.)

DATE SET ISSUANCE

GENERAL SPECIFICATIONS NOTE:

1752

Project Spec's SHEET NUMBER:

SP-1 C

RSA ARCHITECTS, LLC. 2017

PART-2PRODUCTS: A. PRIMER: PROVIDE PRIMERS AS MANUFACTURED BY SHERWIN-WILLIAMS LISTED RECOMMENDED FOR LOCATIONS AND PAINT FINISHES OR EQUIVALENT. B. ALL INTERIOR PAINT TO BE "DURATION HOME INTERIOR LATEX" AS MANUFACTURED BY SHERWIN-WILLIAMS OR EQUIVALENT.

C. ALL INTERIOR WOODWORK TO BE "ALL SURFACE ENAMEL LAYTEX AND ALKLYD" AS MANUFACTURED BY SHERWIN- WILLIAMS OR EQUIVALENT. D. EXTERIOR PAINT TO BE "DURATION EXTERIOR LATEX COATING" AS MANUFACTURED BY SHERWIN-WILLIAMS OR EQUIVALENT. E. INTERIOR STAINS TO BE "WOOD CLASSICS INTERIOR STAIN" AS MANUFACTURED BY SHERWIN-WILLIAMS OR EQUIVALENT.

F. INTERIOR STAIN FINISH TO BE "WOOD CLASSICS POLYURETHANE VARNISH" AS MANUFACTURED BY SHERWIN- WILLIAMS OR EQUIVALENT. G. EXTERIOR STAINS TO BE "WOODSCAPES EXTERIOR HOUSE STAINS" AS MANUFACTURED BY SHERWIN-WILLIAMS OR EQUIVALENT.

PART-3EXECUTION:

A. ALL SURFACES TO BE PROPERLY PREPARED FOR FINISHING INCLUDING FILLING AND SANDING ALL SURFACES AS REQUIRED. NAIL HOLES AND ANY IMPERFECTIONS ARE TO PUTTIED AND SANDED SMOOTH . WOODWORK SHALL BE PROPERLY PREPARED PRIOR TO STAINING PER MANUFACTURERS SPECIFICATIONS. B. EXTERIOR PAINTING SHALL NOT BE DONE IN FREEZING WEATHER.

C. PAINTING SHALL BE APPLIED AS FOLLOWS: 1.EXTERIOR WOOD SIDING, DOORS, AND TRIM: ONE COAT OF PRIMER AND TWO COATS OF EXTERIOR PAINT. 2. INTERIOR GYPSUM BOARD: ONE COAT OF PRIMER AND TWO COATS OF INTERIOR PAINT. FINISHES PER OWNER. 3. INTERIOR STAINING: TWO COATS OF STAIN AND TWO COATS OF VARNISH. FINISH PER OWNER. 4. EXTERIOR STAINING: TWO COATS OF EXTERIOR STAIN. FINISH PER OWNER.

SEAL:

RICHARD E. SIEGFRIED LICENSE #7349 EXPIRATION DATE 12/31/17 CONSULTANT:

REVISION

DATE

ADJUSTABLE ACOUSTIC, ACOUSTICAL ACTUAL ABOVE FINISH FLOOR ACOUSTICAL TILE AIR CONDITIONING ALUMINUM

BSMT. BRG. BRG. PL. B.M. BD. BLDG.

BASEMENT BEARING BEARING PLATE BENCHMARK BOARD BUILDING

CLG. C.T. CLR. COL. CONC. CONST. CONT. C.J. C.G. CORR. CU.FT. CU.YD. CL. CABT. CPT.

CEILING CERAMIC TILE CLEARANCE, CLEAR COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTROL JOINT CORNER GUARD CORRIDOR CUBIC FOOT CUBIC YARD CLOSET CABINET CARPET

D. DBL. DISP. DEMO. DET. DIM. DWG. D.F.

DEEP, DIAMETER DOUBLE DISPENSER DEMOLISH, DEMOLITION DETAIL DIMENSION DRAWING DRINKING FOUNTAIN

E. EA. ELECT. E.W.C. ELEV. EMER. EQ. EQUIP. EXIST., EX. EXT.

EAST EACH ELECTRICAL, ELECTRIC ELECTRIC WATER COOLER ELEVATION EMERGENCY EQUAL EQUIPMENT EXISTING EXTERIOR

FIN. FIN. FL. EL. F.E. F.E.C. FLEX. FLR. F.D. FLUOR. FTG. FIXT.

FINISHED, FINISH FINISH FLOOR ELEVATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FLEXIBLE FLOORING, FLOOR FLOOR DRAIN FLUORESCENT FOOTING FIXTURE

GA. GALV. G.C. GL. GWB., GYP. BD.

GAGE, GAUGE GALVANIZED GENERAL CONTRACTOR GLASS, GLAZING GYPSUM WALLBOARD

H. HDWR., HDW HTG. HVAC

HIGH HARDWARE HEATING HEATING/VENTILATING/ AIR CONDITIONING HEIGHT HOLLOW METAL HORIZONTAL HOSE BIBB HIGH POINT HOUR

HGT., HT. H.M. HORIZ. H.B. H.P. HR.

I.D. INSUL. INV.

INSIDE DIAMETER INSULATE, INSULATION INVERT

J.C. JT. JST.

JANITOR'S CLOSET JOINT JOIST

K.O.

LAM. LAV. L.H. L.H.R. L.P. L.V.P.

M.H. MFR. M.O. MAX. MECH. MET. MM. MIN. MISC. MOD. MTD. MSR'Y. MULL. N.R.C. NOM. N. N.I.C. N.T.S. NO.

O.C. OPG. OPP. HD. O.D. O.H.

PNL. PRKG. KNOCKOUT PERIM. P.L., P. LAM. PLYWD. LAMINATE, LAMINATED PT. LAVATORY PVC LEFT HAND PCF LEFT HAND REVERSE PSF LOW POINT PSI LUXURY VINYL PLANK PTD PRESS. MANHOLE MANUFACTURER, MANUFACTURE PART. BD. P. MASONRY OPENING PR. MAXIMUM MECHANICAL METAL REQD. MILLIMETER, MILLIMETERS REFR. MINIMUM REFL. MISCELLANEOUS REG. MODULAR REINF. MOUNT, MOUNTED R.A. REV. MASONRY R.H. MULLION R.H.R. NOISE REDUCTION COEFFICIENT R.O.W. R. NOMINAL R NORTH R.D. NOT IN CONTRACT NOT TO SCALE RFG. NUMBER RM. R.O. RESIST. RECEPT.

ON CENTER OPENING OPPOSITE HAND OUTSIDE DIAMETER OVERHEAD

PANEL PARKING PERIMETER PLASTIC LAMINATE PLYWOOD POINT POLYVINYL CHLORIDE POUNDS PER CUBIC FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINTED PRESSURE PARTICLE BOARD PAINT PAIR

REQUIRED REFRIGERATOR REFLECTED REGISTER REINFORCED, REINFORCEMENT RETURN AIR REVISION, REVISED RIGHT HAND RIGHT HAND REVERSE RIGHT OF WAY RADIUS RISER ROOF DRAIN ROOFING ROOM ROUGH OPENING RESISTANT RECEPTACLE, RECEPTION

SHT. SCHED. SECT. SIM. S. SPEC. STD. STL. STOR. STRUCT. SUSP. CLG. ST.STL., S.S.

SHEET SCHEDULE SECTION SIMILAR SOUTH SPECIFICATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED CEILING STAINLESS STEEL

TEL. T.V. THK., TH THRESH. T&G. T. TYP. TOIL. TEMP. TPO TO

TELEPHONE TELEVISION THICK, THICKNESS THRESHOLD TONGUE & GROOVE TREAD TYPICAL TOILET TEMPERED THERMOPLASTIC POLYOLEFIN TOP OFF

UNFIN. U.C.

UNFINISHED UNDERCOUNTER

VERT. V.C.T. V.B. V.W.C. V.T.

VERTICAL VINYL COMPOSITION TILE VINYL BASE VINYL WALLCOVERING VINYL TILE

W.W.F. W. W/O WD. W.P. W/

WELDED WIRE FABRIC WIDE WITHOUT WOOD WORKING POINT WITH

PROJECT #:

09/06/17 SISSUE FOR ADDENDUM #1 10/19/17 SISSUE FOR ADDENDUM #2

ADJUST. ACOUST. ACT. A.F.F. A.C.T. A/C ALUM.

8/4/17 Issue for Arch Review Board / Permit 8/21/17 Issue Site Plan to Village Hall 08/25/17 Issue for Client Review of Revision 1

ABBREVIATIONS

DATE SET ISSUANCE

T O

www.rsaarchitects.com

T T C F U F R A T R S D ON C R O F PART-1 REFERENCE: A. SCOPE: THE WORK IN THIS SECTION SHALL INCLUDE THE FOLLOWING: 1.PAINTING AND STAINING OF ALL SURFACES INSIDE AND OUTSIDE, EXCLUDING THE BASEMENT UNLESS NOTED OTHERWISE ON THE DRAWINGS 2. PAINTING AND STAINING ALL WINDOWS AND DOORS AND TRIM INSIDE AND OUTSIDE, INCLUDING ALL EDGES 3. VARNISHING OR URETHANE COATING ALL WOODWORK SPECIFIED TO RECEIVE NATURAL FINISH.

44 W. Washington St., Chagrin Falls OH

SECTION 0990

FAX (440) 247-3285

PAINTING:

TELEPHONE: (440) 247-3990

B. INSTALLATION TO BE DONE IN STRICT ACCORDANCE OF THE MANUFACTURES SPECIFICATIONS.

CHAGRIN FALLS, OHIO 44022

A. SELECTION IS BY THE OWNER.

10 NORTH MAIN STREET

SECTION 0965

RSA ARCHITECTS, LLC

RESILIENT FLOORING:

FIREHAMMER RESIDENCE RENOVATION

N O I

FINISHES: DIVISION - 9 (CONTINUED)

1752

Project Spec's SHEET NUMBER:

SP-2 C

RSA ARCHITECTS, LLC. 2017

NDD. 240.00' D&U

• REAR YARD DEPTH

: R1-60 : 24,088 SQ. FT.

S04°06'20"E

ZONING INFORMATION: • ZONING DISTRICT • LOT SIZE • HOUSE FOOTPRINT (INCLUDING ATTACHED GARAGE) • COVERAGE (MAX) • FRONT YARD DEPTH • SIDE YARD ALLOWED (ATTACHED GARAGE)

EX. GARAGE

: 3,370 SQUARE FEET : 20% ALLOWED / 13.99% SHOWN : 35' ALLOWED / 39.2' SHOWN (TO EXISTING PORCH)

: 5' EA. SIDE, 12' TOTAL ALLOWED :1.7' (PROPOSED) AND 17.2' (EXISTING SHOWN) : 40' ALLOWED / 73.75' SHOWN (PROPOSED)

EX. CONC TERE DRIVE

113.79'

RICHARD A. Jr AND SUZETTE M. FIREHAMMER DOC# 200307290963 PPN 932-06-041 0.5530 ACRES TO RW

NDD. 241.78'O.

S04°06'33"E 244.25' D.

EX. STONE WALK

PROPOSED OPEN DECK

www.rsaarchitects.com

4.55'

5/8" I PIN FND

EX. FENCE

TBACK 40' REAR SE

EX. CONCRETE WALL

44 W. Washington St., Chagrin Falls OH

27.23' D&U

5/8" I PIN FND (0.43' E, 0.15' S)

S04°06'20"E

"W '7 50 . 7°0 'D . 4 3 S .9 ' O 29 .93 20

N O I

T T C F U F R A T R S D ON C R O F ex. fence

FAX (440) 247-3285

DRILL HOLE FND (0.10' EAST OF LINE)

S04°42'08"W

5.70'

TELEPHONE: (440) 247-3990

EX. TOP OF BANK

CHAGRIN FALLS, OHIO 44022

100.00' D&U

10 NORTH MAIN STREET

1/2" I PIN F&U

S85°01'48"W

IN 5/8" I P FND

139.24' D.

FIREHAMMER RESIDENCE RENOVATION

S86°49'03"W NDD. 51.60' O.

S85°01'48"W

RSA ARCHITECTS, LLC

F CH O E G EX. ED RIVER

FALLS OF CHAGRIN E G A LL VI E TH -040 PPN 932-06

AGRIN

S01°07'54"E

200.87' O.

31.19'

33.81'

EX. CONCRETE WALL

PROPOSED SCREENEDIN PORCH

4.20'

EX. DECK

AREA OF PROPOSED 1-1/2 STORY ADDITION

EX. STEPS

PROPOSED PATIO

2.50

EX. FENCE

EXISTING 1-1/2 STORY HOUSE

EX. HOUSE FFL= 918.60

REVISION

DATE

10/19/17

17.2'

18.25'

AREA OF PROPOSED 1-STORY ADDITION

139.24' D.

1" I PIPE F& U

100.00' D&U

N86°02'50"E

N86°02'50"E N STREET WEST WASHINGTO 64'

EX. CONC. WALK

PROJECT #:

09/06/17 SISSUE FOR ADDENDUM #1 10/19/17 SISSUE FOR ADDENDUM #2

EX. RAILROAD TIE WALL

TBACK 35' FRONT SE

DRILL HOLE W/CROSS FND (1.07' SOUTH)

8/4/17 Issue for Arch Review Board / Permit 8/21/17 Issue Site Plan to Village Hall 08/25/17 Issue for Client Review of Revision 1

EX'G COVERED PORCH

DATE SET ISSUANCE

EX. PORCH

1752

Architectural Site Plan

N86°02'50"E

Architectural Site Plan 1" = 10'-0"

CONSULTANT:

PATRICK T. HERGENRODER VOL. 85465 PG. 53 PPN 932-06-039

EX. ASPHALT DRIVE

DRILL HOLE FND (IN STONE)

25.6'

39.2'

82.50' D&U

RICHARD E. SIEGFRIED LICENSE #7349 EXPIRATION DATE 12/31/17

EX. BRICK WALK

EX. CONCRETE WALK

123.08' D.

T O

INCREASE WIDTH 2'-6"

EX. CONCRETE DRIVE

603 NORTH MAIN, LLC. DOC# 201504280941 PPN 932-06-042

1.70

NEW 2'-6" GARAGE ADDITION. REQUIRES VARIANCE.

EXPANDED GARAGE

SEAL:

SHEET NUMBER:

AS-01 C

RSA ARCHITECTS, LLC. 2017

DEMOLITION GENERAL NOTES:

N O I

A. REFER TO COVER SHEET FOR ADDITIONAL DEMOLITION NOTES.

B. CONTRACTOR TO VERIFY ALL BEARING POINTS AND BEARING WALLS PRIOR TO ANY DEMOLITION WORK. SUPPORT AS REQUIRED PRIOR TO REMOVING/ALTERING ANY BEARING WALL.

C. CONTRACTOR TO NOTIFY ARCHITECT'S OFFICE OF ANY EXISTING CONDITION THAT VARIES FROM THOSE SHOWN WITHIN THESE DRAWINGS. D. CONTRACTOR TO ENSURE STRUCTURAL SOUNDNESS OF THE HOUSE DURING DEMOLITION AND CONSTRUCTION. E. CONTRACTOR TO VERIFY WITH OWNER IF ANY REMOVED PLUMBING FIXTURES SHOULD BE STORED FOR FUTURE USE OR BE DISCARDED. F. VERIFY WITH OWNER IF ANY EXISTING REMOVED MILLWORK IS TO BE SALVAGED AND STORED FOR REUSE.

T T C F U F R A T R S D ON C R O F

G. VERIFY WITH OWNER IF ANY EXISTING REMOVED DOORS AND WINDOWS ARE TO BE SALVAGED AND STORED FOR REUSE.

H. ALL REMOVED PLUMBING TO BE CAPPED AND SEALED AS REQUIRED OR REWORKED FOR USE WITH NEW PLUMBING. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

I. REMOVE EXISTING ELECTRICAL OUTLETS, MEDIA OUTLETS, SPEAKER SYSTEMS, LIGHT SWITCHES, CEILING FANS AND CEILING LIGHTING AS REQUIRED. CAP EXISTING WIRING AS REQUIRED FOR POSSIBLE REUSE. PATCH AND REPAIR EXISTING WALLS AS REQUIRED. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

NEW CMU WALL

NEW STUD LOAD BEARING WALL

EXISTING A/C CONDENSER TO BE REMOVED.

14'-4 3/16"

CUT EXISTING MASONRY WALLS DOWN FOR NEW GARAGE DOOR APRON AND NEW MAN DOOR. INFILL WHERE REQUIRED FOR REMOVAL OF EXISTING GARAGE DOOR. SEE FIRST FLOOR PLAN FOR LOCATIONS.

12'-8 1/2"REMOVAL OF FOOTER

REMOVE EXISTING FLOOR JOISTS AND SUBFLOOR IN AREA FOR NEW STAIR.

REMOVE ALL FOUNDATION ELEMENTS FROM EXISTING SCREENED-IN PORCH

OPENING FOR NEW 36"x48" CRAWLSPACE PORTAL

4'-0 3/4"

7'-10"

REMOVE EXISTING BASEMENT SLAB, RUBBLE WALLS AND ALL DEBRIS WITHIN THIS AREA; PREP AREA FOR NEW BASEMENT SLAB AND ASSOCIATED FOUNDATIONS.

14'-8"

12'-0"REMOVAL OF CMU FOUNDATION WALL

1'-0"

EXISTING SLAB ON GRADE

EXISTING CRAWLSPACE

EX'8 2x8 FLOOR JOISTS @ 16" O.C. - FIELD VERIFY

REMOVE EXISTING FURNACE AND PREP DUCTWORK FOR RELOCATION.

4'-8"

CONTRACTOR TO REMOVE EXCESS DEBRIS

SEAL:

REMOVE EXISTING RUBBLE HALF WALL

EX'8 2x10 FLOOR JOISTS @ 16" O.C. - FIELD VERIFY

EX'8 2x8 FLOOR JOISTS @ 16" O.C. - FIELD VERIFY

3'-1"

RICHARD E. SIEGFRIED LICENSE #7349 EXPIRATION DATE 12/31/17 CONSULTANT:

REMOVE EXISTING FURNACE AND HOT WATER HEATER

3'-0"

EX'8 2x8 FLOOR JOISTS @ 16" O.C. - FIELD VERIFY

6'-0"

3'-0"

8'-4 1/4"

EXISTING CRAWLSPACE

www.rsaarchitects.com

NEW STUD WALL

44 W. Washington St., Chagrin Falls OH

DEMO WALL

FAX (440) 247-3285

EXISTING WALL

TELEPHONE: (440) 247-3990

WALL TYPE LEGEND

CHAGRIN FALLS, OHIO 44022

M. PROTECT ALL FLOOR FINISHES WITHIN AREA OF CONSTRUCTION AS DIRECTED BY OWNER.

10 NORTH MAIN STREET

L. CONTRACTOR TO PROVIDE PROTECTION TO ALL AREAS OUTSIDE OF CONSTRUCTION. SEE COVER SHEET FOR ADDITIONAL NOTES.

RSA ARCHITECTS, LLC

K. CONTRACTOR TO COORDINATE REMOVAL AND REPLACEMENT OF ALL INTERIOR FINISHES W/ OWNER PRIOR TO START OF DEMOLITION

FIREHAMMER RESIDENCE RENOVATION

J. REMOVE OR RELOCATE EXISTING HEATING AND AIR-CONDITIONING SUPPLY, RETURNS AND DUCTWORK AS DIRECTED BY OWNER TERMINATE OR REWORK DUCTWORK AS REQUIRED. PATCH AND REPAIREXISTING FLOORS, WALLS, OR CEILING AS REQUIRED. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

OPENING FOR NEW 36"x48" CRAWLSPACE PORTAL

REMOVE EXISTING STAIRS AND INFILL FLOORING AS REQUIRED.

EX'G 4x4 POST; INSPECT AND REPAIR AS REQ'D

REVISION

DATE

10/19/17

EXISTING FLUSH TIMBER BEAM

CONTRACTOR TO REMOVE ALL DEBRIS FROM UNDER FRONT PORCH. REPORT BACK TO ARCHITECT IF ANY CONDITIONS VARY.

PROJECT #:

Basement Demolition Plan 1/4" = 1'-0"

09/06/17 SISSUE FOR ADDENDUM #1 10/19/17 SISSUE FOR ADDENDUM #2

CONTRACTOR TO PROVIDE COST FOR REMOVAL OF EXISTING SLAB AND INSTALLATION OF NEW 4" CONCRETE SLAB ON 4" GRAVEL FILL

8/4/17 Issue for Arch Review Board / Permit 8/21/17 Issue Site Plan to Village Hall 08/25/17 Issue for Client Review of Revision 1

REMOVE EXISTING WINDOW - PREP OPENING FOR NEW GLASS BLOCK WINDOW.

EXISTING FLUSH TIMBER BEAM

EXISTING ELECTRICAL PANEL

DATE SET ISSUANCE

T O

EX'8 2x8 FLOOR JOISTS @ 16" O.C. - FIELD VERIFY

EXISTING BASEMENT

1752

Basement Demo Plan SHEET NUMBER:

D-1 C

RSA ARCHITECTS, LLC. 2017

DEMOLITION GENERAL NOTES:

N O I

A. REFER TO COVER SHEET FOR ADDITIONAL DEMOLITION NOTES.

B. CONTRACTOR TO VERIFY ALL BEARING POINTS AND BEARING WALLS PRIOR TO ANY DEMOLITION WORK. SUPPORT AS REQUIRED PRIOR TO REMOVING/ALTERING ANY BEARING WALL.

T T C F U F R A T R S D ON C R O F

G. VERIFY WITH OWNER IF ANY EXISTING REMOVED DOORS AND WINDOWS ARE TO BE SALVAGED AND STORED FOR REUSE.

H. ALL REMOVED PLUMBING TO BE CAPPED AND SEALED AS REQUIRED OR REWORKED FOR USE WITH NEW PLUMBING. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

L. CONTRACTOR TO PROVIDE PROTECTION TO ALL AREAS OUTSIDE OF CONSTRUCTION. SEE COVER SHEET FOR ADDITIONAL NOTES.

M. PROTECT ALL FLOOR FINISHES WITHIN AREA OF CONSTRUCTION AS DIRECTED BY OWNER.

WALL TYPE LEGEND EXISTING WALL

DEMO WALL

NEW STUD WALL

NEW CMU WALL

NEW STUD LOAD BEARING WALL

44 W. Washington St., Chagrin Falls OH

K. CONTRACTOR TO COORDINATE REMOVAL AND REPLACEMENT OF ALL INTERIOR FINISHES W/ OWNER PRIOR TO START OF DEMOLITION

FIREHAMMER RESIDENCE RENOVATION

30'-9 1/2" OPENING FOR ADDITION

REMOVE EXISTING FLOOR JOISTS AND SUBFLOOR IN AREA FOR NEW STAIR.

www.rsaarchitects.com

FAX (440) 247-3285

TO REMAIN AS-IS

TELEPHONE: (440) 247-3990

EXISTING GARAGE

CHAGRIN FALLS, OHIO 44022

EXISTING A/C CONDENSER TO BE REMOVED.

EXISTING SCREENED-IN PORCH TO BE REMOVED ENTIRELY.

10 NORTH MAIN STREET

NOTE: EXISTING PORTION OF HOUSE, EXCLUDING LIVING AND HEARTH ROOMS TO HAVE FLOOR AND ROOF ABOVE REMOVED. REMOVE EXISTING 1ST FLOOR EXTERIOR WALL / OR CUT TOP PLATES AND SISTER NEW STUDS UP TO NEW HEIGHT.

RSA ARCHITECTS, LLC

EXISTING GARAGE DOOR TO BE REMOVED.

EX'G 2x12 CEILING JOISTS @ 16" O.C.

EXISTING ELECTRICAL PANEL TO BE RELOCATED

EXISTING (2)2x12 W/ 3/8" STL. PLATE BEAM TO BE REMOVED.

EXISTING CABINETRY TO BE REMOVED

6'-5 3/8"

EXISTING HOSE FAUCET TO REMAIN. CONFIRM WITH OWNER.

1'-8 5/8"

EXISTING FLOOR TO BE REMOVED FOR EXPANSION OF FOYER.

SEAL:

REF.

EXISTING FIREPLACE. CONTRACTOR TO INSPECT MASONRY AND FLUE AND ADVISE ON REPAIRS NEEDED TO MAINTAIN. -REMOVE EXISTING STONE SURROUND.

EXISTING BATHROOM

EXISTING GARAGE DOOR TO BE RE-CENTERED IN EXPANDED GARAGE.

EX'G HEARTH ROOM

REMOVE ENTIRELY

RICHARD E. SIEGFRIED LICENSE #7349 EXPIRATION DATE 12/31/17 CONSULTANT:

TO REMAIN

EXISTING BATH AND BACK HALL TO REMOVED IN ITS ENTIRETY DOWN TO SUBFLOOR. VERIFY WITH OWNER IF ANY FIXTURES, EQUIPMENT, APPLIANCES, WINDOWS OR DOORS SHOULD BE SALVAGED.

REMOVE EXISTING WALL AND CASING. CONTRACTOR TO BRACE AND SUPPORT WALL ABOVE AS REQUIRED UNTIL NEW SUPPORTS ARE CONSTRUCTED.

REVISION

CONTRACTOR TO REMOVE EXISTING DECKING AND CEILING FINISHES THROUGHOUT EXISTING PORCH. PREP AREA TO BE TEMP. SUPPORTED FOR NEW FOUNDATIONS UNDER EXISTING POSTS. INSPECT FOR ROT AND REPAIR / REPLACE AS REQUIRED.

DECORATIVE POSTS, RAILINGS AND MILLWORK TO BE PROTECTED.

SHADED AREA REPRESENTS PORTION OF FIRST FLOOR EXISTING FRAMING TO REMAIN. CONTRACTOR TO REMOVE ALL FINISHES, DRY WALL, PLASTER AND LIGHTING FIXTURES. CONTRACTOR TO INSPECT FLOOR JOISTS AND FRAMING FOR STRUCTURAL INTEGRITY AND REPAIR / REPLACE AS REQUIRED.

8/4/17 Issue for Arch Review Board / Permit 8/21/17 Issue Site Plan to Village Hall 08/25/17 Issue for Client Review of Revision 1

ASSUMED EX'8 2x8 FLOOR JOISTS @ 16" O.C. - FIELD VERIFY

LINE OF SECOND FLOOR ABOVE

TO REMAIN

DATE SET ISSUANCE

T O

EX'G LIVING ROOM

10/19/17

14'-11 1/4" OPENING FOR ADDITION

ASSUMED EX'8 2x8 RAFTERS @ 16" O.C. - FIELD VERIFY

DATE

PROJECT #:

First Floor Demolition Plan 1/4" = 1'-0"

09/06/17 SISSUE FOR ADDENDUM #1 10/19/17 SISSUE FOR ADDENDUM #2

EXISTING DEN

REMOVE ALL EXISTING FINISHES DOWN TO FRAMING MEMBERS.

REMOVE ENTIRELY

EXISTING KITCHEN TO REMOVED IN ITS ENTIRETY DOWN TO SUBFLOOR. VERIFY WITH OWNER IF ANY FIXTURES, EQUIPMENT, APPLIANCES, WINDOWS OR DOORS SHOULD BE SALVAGED.

EX'G 2x8 FLOOR JOISTS @ 16" O.C. - TO BE REMOVED

REMOVE ALL EXISTING FINISHES DOWN TO FRAMING MEMBERS.

EX'G 2x8 FLOOR JOISTS @ 16" O.C. - TO BE REMOVED

EX'G DINING ROOM

EXISTING (2)2x12 W/ 3/8" STL. PLATE BEAM TO BE REMOVED.

EX'G FIREPLACE TO REMAIN AT FIRST FLOOR. CONTRACTOR TO REPAIR AND REPLACE AS REQUIRED FOR 1ST FLOOR FLUE. 2ND FLOOR FIREPLACE IS TO BE SECURED, INFILL AND ABANDONED.

EX'GLAUNDRY

EXISTING KITCHEN

EXISTING CABINETRY TO BE REMOVED

1752

First Floor Demo Plan SHEET NUMBER:

D-2 C

RSA ARCHITECTS, LLC. 2017

DEMOLITION GENERAL NOTES:

N O I

A. REFER TO COVER SHEET FOR ADDITIONAL DEMOLITION NOTES.

B. CONTRACTOR TO VERIFY ALL BEARING POINTS AND BEARING WALLS PRIOR TO ANY DEMOLITION WORK. SUPPORT AS REQUIRED PRIOR TO REMOVING/ALTERING ANY BEARING WALL.

T T C F U F R A T R S D ON C R O F

G. VERIFY WITH OWNER IF ANY EXISTING REMOVED DOORS AND WINDOWS ARE TO BE SALVAGED AND STORED FOR REUSE.

H. ALL REMOVED PLUMBING TO BE CAPPED AND SEALED AS REQUIRED OR REWORKED FOR USE WITH NEW PLUMBING. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

NEW CMU WALL

NEW STUD LOAD BEARING WALL

CONTRACTOR TO REMOVE PORTION OF EXTERIOR WALL. BRACE AND SUPPORT AS REQUIRED.

EXISTING SCREENED-IN PORCH TO BE REMOVED ENTIRELY.

EXISTING ROOF TO BE REMOVED

EXISTING DORMER TO BE REMOVED

EXISTING FLOOR FRAMING AND ROOF ABOVE TO BE REMOVED.

www.rsaarchitects.com

NEW STUD WALL

44 W. Washington St., Chagrin Falls OH

DEMO WALL

FAX (440) 247-3285

EXISTING WALL

TELEPHONE: (440) 247-3990

WALL TYPE LEGEND

CHAGRIN FALLS, OHIO 44022

M. PROTECT ALL FLOOR FINISHES WITHIN AREA OF CONSTRUCTION AS DIRECTED BY OWNER.

10 NORTH MAIN STREET

L. CONTRACTOR TO PROVIDE PROTECTION TO ALL AREAS OUTSIDE OF CONSTRUCTION. SEE COVER SHEET FOR ADDITIONAL NOTES.

RSA ARCHITECTS, LLC

K. CONTRACTOR TO COORDINATE REMOVAL AND REPLACEMENT OF ALL INTERIOR FINISHES W/ OWNER PRIOR TO START OF DEMOLITION

FIREHAMMER RESIDENCE RENOVATION

EX'G BEDROOM 1

EXISTING BEDROOM TO REMOVED IN ITS ENTIRETY DOWN TO SUBFLOOR. VERIFY WITH OWNER IF ANY WINDOWS OR DOORS SHOULD BE SALVAGED.

EXISTING WINDOWS TO BE REMOVED.

EX'G 2x6 CEILING JOISTS AND RAFTERS @ 16" O.C. - TO BE REMOVED

CONTRACTOR TO REMOVE EXISTING HEARTH AND FACE BRICK BACK TO EXISTING WALL. SEAL FIREPLACE OPENING WITH NEW BRICK.

EXISTING SKYLIGHT TO BE REMOVED

EX'G MASTER SUITE

ASSUMED EX'G 2x6 CEILING JOISTS AND RAFTERS @ 16" O.C. - TO BE REMOVED

EXISTING ROOF TO BE REMOVED ENTIRELY.

SEAL:

EXISTING MASTER SUITE TO REMOVED IN ITS ENTIRETY DOWN TO SUBFLOOR. VERIFY WITH OWNER IF ANY FIXTURES, EQUIPMENT, APPLIANCES, WINDOWS OR DOORS SHOULD BE SALVAGED.

EX'G BATH

TO BE REMOVED

EXISTING WINDOWS TO BE REMOVED.

RICHARD E. SIEGFRIED LICENSE #7349 EXPIRATION DATE 12/31/17 CONSULTANT:

EXISTING BATHROOM TO REMOVED IN ITS ENTIRETY DOWN TO SUBFLOOR. VERIFY WITH OWNER IF ANY FIXTURES, EQUIPMENT, APPLIANCES, WINDOWS OR DOORS SHOULD BE SALVAGED.

EX'G CLOSET TO BE REMOVED

Second Floor Demolition Plan 1/4" = 1'-0"

EX'G BEDROOM 2 TO REMAIN

REVISION

DATE

10/19/17

SHADED AREA REPRESENTS PORTION OF SECOND FLOOR EXISTING FRAMING TO REMAIN. CONTRACTOR TO REMOVE ALL FINISHES, DRY WALL, PLASTER, LIGHTING FIXTURES AND FLOORING. CONTRACTOR TO INSPECT FLOOR JOISTS AND FRAMING FOR STRUCTURAL INTEGRITY AND REPAIR / REPLACE AS REQUIRED.

PREP WALLS FOR NEW DORMERS

CONTRACTOR TO REMOVE ALL FINISHES AND STRIP ROOM DOWN TO FRAMING MEMBERS

PROJECT #:

09/06/17 SISSUE FOR ADDENDUM #1 10/19/17 SISSUE FOR ADDENDUM #2

EXISTING PORCH ROOF STRUCTURE TO REMAIN. REMOVE EXISTING ROOFING MEMBRANE DOWN TO SHEATHING - INSPECT AND REPLACE ANY SHEATHING THAT SHOWS ANY SIGN OF ROT.

8/4/17 Issue for Arch Review Board / Permit 8/21/17 Issue Site Plan to Village Hall 08/25/17 Issue for Client Review of Revision 1

EXISTING WINDOWS TO REMAIN; CONTRACTOR TO INSPECT INTEGRITY OF WATER PROTECTION AND REPAIR AS REQUIRED.

DATE SET ISSUANCE

T O

PORTION OF EXISTING PORCH SHINGLE ROOF TO BE REMOVED

REMOVE PORTION OF ROOF AS TO ACCEPT NEW EXTERIOR WALLS.

1752

Second Floor Demo Plan SHEET NUMBER:

D-3 C

RSA ARCHITECTS, LLC. 2017

FLOOR PLAN GENERAL NOTES:

2 43'-7 1/2" 9'-8"

20'-9"

ADD'N

ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE EDGE OF WALL SHEATHING. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

ALL NEW EXTERIOR WALLS TO BE 2 x 6 WOOD STUDS @ 16" O.C. W/ 1/2" O.S.B. EXTERIOR WALL SHEATHING, MIN. R-21 KRAFT-FACED FIBERGLASS BATT INSULATION W/ VAPOR BARRIER TO WARM SIDE AND 5/8" GYPSUM BOARD @ INTERIOR SIDE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. a. WHERE NEW WALLS ARE IN THE SAME PLANE AS AN EXISTING WALL, VERIFY ALL MATERIAL THICKNESS AND MATCH EXISTING. ALL INTERIOR WALLS TO BE 2 x 4 WOOD STUDS @ 16" O.C. W/ 5/8" GYPSUM BOARD ON EACH SIDE, UNLESS NOTED OTHERWISE ON THE DRAWINGS. a. WHERE NEW WALLS ARE IN THE SAME PLANE AS AN EXISTING WALL, VERIFY ALL MATERIAL THICKNESS AND MATCH EXISTING. REFER TO SPECIFICATIONS FOR STANDARD DOOR AND WINDOW HEADER SIZES NOT LISTED SPECIFICALLY ON THE DRAWINGS.

2 6'-2"

5'-0"

5'-2"

1'-0"

T T C F U F R A T R S D ON C R O F 3'-4"

TREATED 4X4 POSTS WITH 14" DIA. x 48" DEEP CONC. FTG.W/ SIMPSON POST BASE; TYP. ALONG FOR NEW OPEN PORCH

(2)2x8

NEW 2x8 DECK JOISTS @ 16" O.C.

(2)2x8

10" DIA. x 42" DEEP CONCRETE FOOTERS FOR STAIR STRINGERS.

2x10 LEDGER BOARD SECURED TO CMU FOUNDATION WALL

4'-6"

NEW BASEMENT -(2'-5") ELV.

4" CONCRETE (6% AIR-ENTRAINMENT) W/ 6x6 W2.9 x W2.9 W.W.M. ON 4" COMPACTED ODOT 304 (NOT #57 STONE). NOTE: PROOFROLL THE SUBGRADE

NEW 4" CONCRETE SHELF TO ALIGN WITH EXISTING BASEMENT SLAB OVER 8" CMU FOUNDATION WALLS W/ 16" CONCRETE FOOTERS.

CENTER LINE

NEW CRAWLSPACE NEW 2x10 FLOOR JOISTS @ 16" O.C.

11'-11 3/4"

W 12x35

4" ADJ. STL. ON 24"x24"x10" CONC. FTG. BTM . FOOTING NOT TO EXCEED DEPTH OF SLAB.

HANDRAIL ALONG INSIDE WALL OF STAIRWELL

3'-2 1/2"

9'-3" MASONRY OPENING

8'-6 3/8"

+/-5'-7 1/8" V.I.F.

PANEL

67'-7"

28'-0" EXISTING

3'-0" 2'-8"ACCESS

NEW 4" DIA. ADJ. STEEL COLUMN ON 40"x40"x12" CONCRETE FOOTING

LINEN CLOSET TO HAVE (5) FIVE SHELVES UNLESS DIRECTED OTHERWISE BY OWNER. PROVIDE SOLID BLOCKING IN WALL FOR SUPPORT.

MAN DOOR FROM GARAGE TO HOUSE IS TO BE A MINIMUM 20 MINUTE FIRE RATED DOOR AND FRAME. DOOR IS TO BE TIGHTLY SEALED AND GASKETED.

SMOKE DETECTORS REQUIRED INSIDE AND OUTSIDE OF EACH BEDROOM AND (1) PER FLOOR. a. SMOKE DETECTORS TO BE INTERCONNECTED AND HARDWIRED. IN AREAS OF CONSTRUCTION SMOKE DETECTORS ARE TO BE BATTERY OPERATED.

PROVIDE (1) CARBON MONOXIDE DETECTOR OUTSIDE OF SLEEPING AREAS AND (1) PER FLOOR.

ALL PRODUCTS, SYSTEMS, CABINETRY, FIXTURES, ETC. TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

COORDINATE LOCATIONS OF ALL FROST FREE HOSE BIBBS WITH THE G.C. PRIOR TO CONSTRUCTION.

ALL BUILDING ENVELOPE PENETRATIONS, INCLUDING CEILINGS, WALLS AND FLOORS, TO BE SEALED AS REQUIRED TO PREVENT AIR LEAKAGE. PROVIDE SOUND ATTENNUATION BATT INSULATION SURROUNDING ALL BATHROOMS AND POWDER ROOMS. CEMENT BOARD TO BE INSTALLED AT ALL TUB / SHOWER LOCATIONS AND ALL WET LOCATIONS. TYPICAL THROUGHOUT.

4'-5 3/4"

A-05

FOOTING AND FOUNDATIONS A. FOOTINGS: A.A. (2) #5x24" LONG DOWELS (8" EMBEDMENT INTO EXISTING FOOTING AND EPOXY) AND LAP WITH NEW FOOTING REINFORCEMENT. B. CMU BELOW GRADE: B.A. THE NEW CMU WALL TO EXISTING WITH #3 x 24" LONG DOWELS (8" EMBEDMENT INTO EXISTING FOOTING), GROUT SOLID, @ 16" O.C. VERTICAL. CMU ABOVE GRADE C. C.A. THE NEW CMU WALL TO EXISTING WITH "DUR-O-WALL" JOINT STABILIZATION ANCHORS (DIA. 2200 @ 16" VERTICALLY). INSTALL AS PER MANUF. SPECIFICATIONS. SEAL JOINTS WITH NORKAN "SIKA-FLEX 1A" OR EQUAL.

SEAL:

RICHARD E. SIEGFRIED LICENSE #7349 EXPIRATION DATE 12/31/17 CONSULTANT:

WALL TYPE LEGEND

EX'G 4x4 POST

REVISION

EXISTING ELECTRICAL PANEL

NEW GLASS BLOCK WINDOW

NEW STUD WALL

6'-10"

NEW CMU WALL

EXISTING BASEMENT

NEW STUD LOAD BEARING WALL

7'-11 1/2"

0'-0" ELV.

CONTRACTOR TO PROVIDE COST FOR REMOVAL OF EXISTING SLAB AND INSTALLATION OF NEW 4" CONCRETE SLAB ON 4" GRAVEL FILL

6'-11"

7'-10"

10/19/17

12'-5 1/2"

7'-9"

DATE

DEMO WALL

12'-5 1/2"

NEW 16"x10" CONCRETE FOOTING WITH (2) #5 REBAR. BOTTOM OF FOOTING TO ALIGN WITH EXISTING.

7'-9"

5'-2"

6'-11 1/2"

+/- 6'-11 15/16"

NEW 10" DIA. x 42" DEEP CONC. FTG.W/ SIMPSON POST BASE UNDER EXISTING COVERED PORCH POSTS. LOCATIONS TO BE FIELD VERIFIED.

15'-6 1/2" ADDITION

NEW HW-2

NEW POINT LOADS ABOVE

1'-0"

ALL NEW CLOSET ORGANIZATION SYSTEMS TO BE SELECTED BY OWNER. PROVIDE SOLID BLOCKING IN WALL AS REQ'D.

+/- 12'-11" V.I.F.

+/- 9'-6 1/2"

2'-0"

3'-9"

NEW W8x31

NEW 8" CMU WALLS (7 COURSES). SEE "NEW TO EXISTING FOUNDATION CONNECTION" NOTES.

B A-08

6'-11"

14'-10 1/2"

T O

ALL GUARD RAILINGS TO BE MOUNTED AT 36" AF.F. UNLESS FIELD CONDITIONS REQUIRE 42" A.F.F. INSTALL PER RCO, SECTION 312.1.

EXISTING WALL

EXISTING FLUSH TIMBER BEAM

NEW TUFF-N-DRY WATERPROOFING MEMBRANE ON EXTERIOR FACE OF FOUNDATION WALL.

EXISTING FLUSH BEAM

NEW 2x10 FLOOR JOISTS @ 16" O.C.

5'-4" ADDITION

4" CONCRETE SLAB OVER 4" GRAVEL NEW 1" CLASS "A" RIGID (R-6.5) INSULATION BOARD ON INTERIOR FACE OF NEW BASEMENT; TYP.

NEW 8x16 CMU PIER ON 24x12x12 CONCRETE FOOTER; TYP. EACH END.

(3) 1-3/4" x 9-1/4" M.L.

NEW CRAWLSPACE

(2) 1-3/4"x9-1/4" M.L. NEW 90% EFFICIENT HOT WATER NEW NEW FURN-1 H/W-1

4" CONCRETE (6% AIR-ENTRAINMENT) W/ 6x6 W2.9 x W2.9 W.W.M. ON 4" COMPACTED ODOT 304 (NOT #57 STONE). NOTE: PROOFROLL THE SUBGRADE

8'-3"

NEW 36"x48" CRAWLSPACE PORTAL

ALL HANDRAILS TO BE MOUNTED AT 36" A.F.F. AND INSTALLED PER RCO, SECTION 311.7.7.

NEW TO EXISTING NOTES:

8'-4"

4'-0"

EX'8 2x8 FLOOR JOISTS @ 16" O.C. - FIELD VERIFY SISTER NEW 2x8 TO EVERY OTHER JOIST

9'-0 7/16" V.I.F.

(3) 1-3/4" x 9-1/4" M.L. (BEARING WALL ABOVE)

EXPANDED GARAGE SLAB

NEW 8" CMU FND WALLS W/ 16" CONC. FOOTERS UNDER NEW 4" SLAB WITHIN BASEMENT "FOYER"

3" DIA. ADJ. STEEL COLUMN (AT EA. POINT LOAD) ON 30"x48"x12" CONCRETE FOOTING

EX'8 2x8 FLOOR JOISTS @ 16" O.C. - FIELD VERIFY SISTER NEW 2x8 TO EVERY OTHER JOIST

+1'-4 1/2" ELV.

5'-6"

(2) 1-3/4"x 9-1/4" M.L. FLUSH

UP (2) R

SUB-CONTRACTORS TO COORDINATE WITH THE GENERAL CONTRACTOR THE LOCATION OF ALL MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT PRIOR TO INSTALLATION.

2 A-08

EX'8 2x8 FLOOR JOISTS @ 16" O.C. - FIELD VERIFY

+/-11'-6" V.I.F.

(2) 1-3/4"x 9-1/4" M.L. FLUSH

EX'G 4x4 POST

2'-8"x 5'-10"

6'-9 7/8"

EXISTING CRAWLSPACE

4'-7 5/8"

(2) 1-3/4"x 9-1/4" M.L. FLUSH

EX'8 2x10 FLOOR JOISTS @ 16" O.C. FIELD VERIFY

6'-0" V.I.F.

23'-2 1/2"

4'-4 3/4"

3" DIA. ADJ. STEEL COLUMN ON 28"x28"x12" CONCRETE FOOTING

EXISTING CRAWLSPACE

HANDRAIL

5 1/2"

A-06 2

3 R@ 7 3/16" 3 T@ 11"

EXISTING MASONRY WALL CUT AND COVERED TO BE FLUSH WITH BOTTOM OF NEW SLAB ABOVE.

2'-5 1/2"

6x6 TRT'ED POST ON GALV. SIMPSON BASE ON 12"x12"x8" CONC. FTG. SET ON EX'G SLAB

UNDERSIDE OF STAIRS TO BE FINISHED WITH 1/2" GYP.

14'-1 1/2"

(2) 1-3/4"x 9-1/4" M.L. FLUSH

11'-4 3/4"

3'-8 3/4"

14 R@ 7 7/16" 13 T@ 11"

3 1/2"

8'-2 1/16" V.I.F.

UNDERPIN EXISTING FOOTING TO NEW ADDITION FOOTING DEPTH

W 8x10

DN (1) R

COORDINATE FLOOR AND WALL FINISHES WITH OWNER. PROVIDE PROPER UNDERLAYMENTS - REFER TO SPECIFICATIONS.

MSNR'Y OPN'G

NEW 16"x8" CONCRETE FOOTING AND INSTALL (2) #5 REBAR. TOP OF FOOTING TO ALIGN WITH EXISTING.

NEW 32"x24" ACCESS PANEL

10'-6 1/2"

1'-6"

4'-5"

NEW 8" CMU WALLS (COURSING TO ALIGN WITH EXISTING). SEE "NEW TO EXISTING FOUNDATION CONNECTION" NOTES.

NEW 8" CMU WALLS W/ 16" CONC. FOOTER UP TO EXISTING SLAB UNDER NEW STUD WALL

A-09

NEW 2x8 DECK JOISTS @ 16" O.C. (SLOPED 1/8:12 AWAY FROM HOUSE)

2'-8"

6'-10 1/2"

3'-2"

1 A-08

4" ADJ. STL. COL. (19K CAPACITY @ WORKING LENGTH) ON 40"x40"x18" CONC. FTG. W/ (4) #5 BARS EACH WAY.

BEAM POCKET; TYP.

TREATED 6x6 POSTS WITH 14" DIA. x 48" DEEP SONO-TUBE CONC. FTG.W/ SIMPSON POST BASE; TYP. ALONG FOR NEW COVERED PORCH

54'-8"

NEW 2x10 FLOOR JOISTS @ 16" O.C.

13'-0"

8'-4"

8" CMU FOUNDATION WALLS W/ 16"x10" CONCRETE FOOTINGS. BOTTOM OF FOOTING TO ALIGN WITH BASEMENT FOOTINGS.

CORDINATE TYPE OF WINDOW CASINGS, DOOR CASINGS AND BASEBOARDS WITH OWNER

11'-1"

20'-0 7/8"

NOTE: PROVIDE SOLID 2x10 BLOCKING @ 32" O.C. FOR FIRST TWO JOIST BAYS. TYPICAL AT ALL AREAS WHERE FLOOR JOISTS ARE PARALLEL TO FOUNDATION.

(2)2x8

W 12x35

7'-4"

3'-6"

(2)2x8

NEW 2x10 FLOOR JOISTS @ 16" O.C.

3'-8 1/2"

6'-11 1/2"

4" SCH. 40 STEEL PIPE COLUMN WITH 115K CAPACITY AT WORKING LENGTH ON 40"x40"x18" CONCRETE FOOTER W/ (5) #5's EACH WAY. (TYP OF 2).

11'-11 3/8"

ALL DOORS AND HARDWARE TO BE SELECTED BY OWNER

2'-11 1/2"

1'-4"

GROUT SOLID 16" EACH WAY WITH (4) #5 BARS EACH WAY. ON 40"x40"x18" CONC. FT'G W/ (4) #5 BARS EACH WAY.

1'-4"

2x10 LEDGER BOARD SECURED TO CMU FOUNDATION WALL

7'-4"

NEW 12" CMU WALLS (13 COURSES TYP. @ NEW BASEMENT). NEW 20"x10" CONCRETE FOOTING AND INSTALL (2) #5 REBAR CONTINUOUS. NEW 1" CLASS "A" RIGID (R-6.5) INSULATION BOARD ON INTERIOR FACE OF NEW BASEMENT; TYP. NEW TUFF-N-DRY WATERPROOFING MEMBRANE ON EXTERIOR FACE OF FOUNDATION WALL.

22'-2"

5'-9 1/2"

3'-6 1/2"

(2)2x8

7'-10 3/4"

N O I

2'-6"

www.rsaarchitects.com

4'-0"

FAX (440) 247-3285

17'-4"

TELEPHONE: (440) 247-3990

12'-7 1/2"

+/-27'-3" V.I.F.

+ /- 9'-10 1/2" V.I.F. 82'-11"

1 A-05

4'-0"

20'-9" EXISTING

2'-6"

PROJECT #:

09/06/17 SISSUE FOR ADDENDUM #1 10/19/17 SISSUE FOR ADDENDUM #2

2'-0"

ALL EXISTING FRAMING SHOWN IS ASSUMED AND MUST BE FIELD VERIFIED. NOTIFY THE ARCHITECT'S OFFICE OF ANY CONDITIONS THAT VARY FROM THESE DRAWINGS.

8/4/17 Issue for Arch Review Board / Permit 8/21/17 Issue Site Plan to Village Hall 08/25/17 Issue for Client Review of Revision 1

12'-0 1/2"

A. 23'-3"

CHAGRIN FALLS, OHIO 44022

14'-0 1/2"

DATE SET ISSUANCE

2'-0"

10 NORTH MAIN STREET

44 W. Washington St., Chagrin Falls OH

A-A A-07

FIREHAMMER RESIDENCE RENOVATION

A A-08

A-06

RSA ARCHITECTS, LLC

C A-08

1752

ADD'N

Basement Plan

Basement Plan 1/4" = 1'-0"

SHEET NUMBER:

A-01 C

RSA ARCHITECTS, LLC. 2017

5'-2"

5'-0"

5'-2"

1'-0"

ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE EDGE OF WALL SHEATHING. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE ON THE DRAWINGS.

3 R@ 6" 3 T@ 11"

T T C F U F R A T R S D ON C R O F 3'-4"

BOTTOM OF POST TO RECEIVE SIMPSON ABU44Z; TYP.

7'-5 3/4"POST TO POST

4" STEP DOWN

(2) 1-3/4" x 9-1/4" M.L. (FLUSH)

(2) 2x6 (ALIGN W/ EX'G WALL FINISH)

7'-4"

3'-6"

5 1/2"OFFSET

3 1/2" 3'-0"

EX'G LIVING ROOM TO REMAIN