Design Review & Historic Preservation Board Agenda July 9 ...David Wigg voted aye RESIDENTIAL APPLICATION FOR REVIEW 9 White Briar The Applicant is requesting design review for the

Design Review & Historic Preservation Board Agenda

September 10, 2020 HISTORIC PRESERVATION DISCUSSION RESIDENTIAL APPLICATION FOR REVIEW – RETURNING 76 Knollwood Drive

The Applicant is returning for design review for the additions to an existing garage. The additions will be located on the front and side of the garage and will be a total of approximately 248 square feet.

55 N. Country Club Road

The Applicant is returning for design review for the addition of a single car garage with storage. The addition will be approximately 336 square feet with storage space above and the addition of three dormers.

RESIDENTIAL APPLICATION FOR REVIEW 66 Ellingwood Drive

The Applicant is requesting design review for the garage addition and porch extension. The garage addition will be approximately 280 square feet and the porch extension will be approximately 100 square feet.

25 Hawkstone Way The Applicant is requesting design review for the addition of a covered porch. The porch will be approximately 210 square feet and will be located to the rear of the home.

RESIDENTIAL APPLICATION FOR REVIEW – NEW 42 Coventry Ridge

The Applicant is requesting design review for the construction of a two story single family home. The home will have 1581 square feet on the first floor and 1589 square feet on the second floor. The home will be located in the Coventry Ridge Subdivision.

9 Rockdale Meadows The Applicant is requesting design review for the proposed construction of a 2224 Sq. Ft. one story home.

2 Harwood Lane The Applicant is requesting design and review for the construction of a new single family one story home. The new home will be approximately 3100 square feet and located on a vacant lot on Harwood Lane.

30 Escena Rise

The Applicant is requesting Design Review for the proposed construction of a 2949 Sq. Ft. 2 story dwelling with a 348 Sq. Ft.

INFORMAL REVIEW 65 Pickwick Drive

The owner of 65 Pickwick Dr., has applied for a demolition permit to allow the demolition of a single family dwelling at 65 Pickwick Drive. This property is Zoned Residential Neighborhood (RN). The Demolition permit is to be issued on or after October 16, 2020. Said structure is over 50 years old.

OTHER – REVIEW OF 8/27/2020 MINUTES

DRHPB Meeting Agenda September 10, 2020 Page 2 of 2 How to view the meeting: 1. Zoom

In your web browser, go to https://townofpittsford.zoom.us/j/88070736155?pwd=YkdYSFd4MEl6RXIrMk0yekcwTEgrZz09 You will be connected to the meeting.

2. Telephone

You can access the meeting by phone. Use any of the phone numbers below, then enter the meeting ID when prompted. The Meeting ID is 880 7073 6155. No password is necessary.

(929) 205-6099 (312) 626-6799 (253) 215-8782 (301) 715-8592 (346) 248-7799 (669) 900-6833

https://townofpittsford.zoom.us/j/88070736155?pwd=YkdYSFd4MEl6RXIrMk0yekcwTEgrZz09

DR&HPB meeting of 8-27-20 pg. 1

Draft

Design Review and Historic Preservation Board Minutes

August 27, 2020

PRESENT Paul Whitbeck, Bonnie Salem, John Mitchell, Leticia Fornataro, Dirk Schneider, Chairman; Kathleen Cristman, David Wigg ALSO PRESENT Mark Lenzi, Building Inspector; Allen Reitz, Assistant Building Inspector; Susan Donnelly, Secretary to the Board ABSENT Robert Koegel, Town Attorney Proceedings of a regular meeting of the Pittsford Design Review and Historic Preservation Board were held on Thursday, August 27 at 6:00 P.M. local time. The meeting took place with Board members and applicants participating remotely using Zoom. Chairman Dirk Schneider opened the meeting at 6:00 pm. HISTORIC PRESERVATION DISCUSSION Leticia Fornataro reposted that the quote for the 18 banners for the historic district has not changed. Kathleen Cristman thanked Leticia for all her effort in coordinating this project. Bonnie Salem noted that the Landmark Designation application for 25 Briar Patch Road should be submitted by the end of the month of September. CERTIFICATE OF APPROPRIATENESS 18 Golf Avenue

The Applicant is requesting a Certificate of Appropriateness, pursuant to Code Section 185-196, for the renovation and additions to a designated historic home. This property is zoned (RN) Residential. John Mitchell opened the Public Hearing. The owners, John and Kristine Flannery, were in attendance as well as Jennifer Aherns and Anna Dnistrian from Bero Architecture. The public hearing remains open.


Mark Lenzi reminded the Board that a letter and emails of support have been received by the Town for this project. Dirk Schneider indicated his support for the project. Bonnie Salem discussed that she felt the design respected the historical features of the home and the raised roof would not adversely affect the design of the home. David Wigg, John Mitchell and Kathleen Cristman also voiced their positive support. Dirk Schneider asked if there was any public comment. Fran Kramer of 17 Golf Avenue who previously voiced concerns in an email to the Town on 8/7/2020 and who attended the August 13 hearing via Zoom was present. She indicated that the homeowners are good neighbors and that if the Town historian was in support and Bero Architecture was working with the project that it would be the best she could expect. She wished her neighbors well. Mark Lenzi noted that this Public Hearing was advertised per law. Dirk Schneider moved to close the Public Hearing. Paul Whitbeck seconded. All Ayes. A resolution was read regarding the granting of a Certificate of Appropriateness. Board member Bonnie Salem, seconded by Board Member Paul Whitbeck and was voted upon by members of the Board as follows: Dirk Schneider voted aye Bonnie Salem voted aye Paul Whitbeck voted aye Kathleen Cristman voted aye Leticia Fornataro voted aye David Wigg voted aye John Mitchell voted aye A Certificate of Appropriateness #04-2020 was granted subject to the following conditions: 1. The granting of the Certificate of Appropriateness is made subject to the following

specific conditions:

a. All work is to be completed by December 31, 2022.

Adopted by the Design Review & Historic Preservation Board on August 27, 2020.


465 Marsh Road The Applicant is requesting a Certificate of Appropriateness, pursuant to Code Section 185-196, for the replacement of a roof on a designated historic home. This property is zoned (RN) Residential. Allen Reitz announced that the Applicant contacted the Town on August 27, 2020 and made notification that the application is being withdrawn.

RESIDENTIAL APPLICATION FOR REVIEW – RETURNING 159 Maywood Avenue

The Applicant is returning from the August 13th meeting to request design review for multiple additions to an existing home. The additions will be as follows: 76 sq. ft. kitchen addition, 167 sq. ft. garage addition, 380 sq. ft. covered porch and 654 sq. ft. master suite totaling 1277 sq. ft. The architect for the project, Jim Brasley, was present. He indicated that the window configuration over the new gable had been reduced to one central window and the roof has been brought down more than 3 feet. Shake siding will be added to the second floor gables. He indicated that the homeowner is comfortable with the changes. The Board thanked the architect for the new submission and for addressing their concerns. Dirk Schneider noted that the stone material should be wrapped on the north side next to the new garage to provide consistency on the materials. Bonnie Salem supported this. Paul Whitbeck made note of the garage door remaining as two doors instead of one but Mr. Brasley discussed how the single door is the only way to meet current code. Leticia Fornataro moved to accept the application as submitted with the recommendation that stone be added to the north side face to match the existing stone and the garage addition. David Wigg seconded. All Ayes.

34 Escena Rise The Applicant is returning from the August 13th meeting to request design review for the construction of a new two story single family home. The home’s first floor will be approximately 1616 square feet and the second floor will be approximately 1558 square feet located in the Wilshire Hills Subdivision.


The architect, Chris Hennessey, was present to discuss the application with the Board. Ms. Hennessey indicated that a window was added to the left side elevation and wood corbels added underneath the fireplace. She indicated that she was also in attendance to address the multiple material concerns of the Board. Leticia Fornataro discussed her concerns. She felt the multiple materials on the front façade were too busy. She asked for clarification on the colors. John Mitchell did not feel that there was any change to the front façade from the previous meeting. Chris Hennessey indicated the predominant board and batten is the homeowner’s choice and this material is increasing in popularity. The ground base stone is an accent feature. She indicated that the siding and board and batten and trim will be white with stone chosen to compliment the color. Paul Whitbeck that the front façade is primarily garage. Ms. Hennessey noted that it was not possible to do a side load garage on this lot and the garage is stepped back. In addition, she stated that the floor plan would not support the loss of a double gable. Discussion was held about the shed roof with Board members indicating the it added to the busyness of the front elevation. It was suggested by some Board members that the shed roof be eliminated. The choice of the white color made some Board members feel more comfortable with the many materials. Dirk Schneider moved to accept the application as submitted with the condition of the deletion of the shed roof on the front elevation. Leticia Fornataro seconded. Ayes – Schneider, Wigg, Fornataro, Salem Nay – Whitbeck, Cristman, Mitchell

RESIDENTIAL APPLICATION FOR REVIEW – NEW 10 Ravenna Crescent

The Applicant is requesting design review for the construction of a two story single family home. The first floor will be 1524 sq. ft., the second floor will be 1560 sq. ft. and is located in the Coventry Ridge Subdivision. Jim Connaughton was present to discuss the application with the Board. Mr. Connaughton made note that there are two materials on this design.


The Board made note that the massing in the rear elevation had a long expanse without much fenestration. Mr. Connaughton indicated that he would have no problem adding a window to that elevation. Mr. Connaughton and the Board agreed that the window should be placed on the same plane/height as the man door. David Wigg moved to approve the application as submitted with the condition that a window be added and set at the head height to match the pedestrian/man door. Paul Whitbeck seconded. All Ayes.

COMMERCIAL APPLICATION FOR REVIEW 3240 & 3246 Monroe Avenue

The Applicant is requesting design review for a proposed 30.9 sq. ft. business identification sign. The sign meets the requirement for location and size set by the Planning Board and Town Code.

Scott Egginberger of Fairway Independent Mortgage was present to discuss the application with the Board. Bonnie Salem asked if the letters would be colored white. Mr. Egginberger indicated yes and that it would match the other vendors in that location and have white LED lights. It was discussed that the plan that the Board is approving is Option B on the plans. John Mitchell moved to accept the application as submitted (Option B with white letters). Bonnie Salem seconded. All Ayes.

RESIDENTIAL APPLICATION FOR REVIEW 75 Pickwick Drive

The Applicant is requesting design review for an addition of a porch. The porch will be 156 sq. ft. and located on the front of the home. The homeowner, John Ebel, was present. Discussion was held about the posts on the porch. While the owner was unsure of how they would be trimmed out, the Board recommended that 4” x 4” posts be trimmed out to 6” x 6”.


The brick will be maintained and the siding will be matched to the existing. The support beam will be trimmed. Bonnie Salem moved to accept the application as submitted. John Mitchell seconded. All Ayes.

21 Wind Mill Road The Applicant is requesting design review for the addition of a study. The addition will be 175 sq. ft. and located on the side of the home. This addition has been approved for a front and side setback variance by the Zoning Board of Appeals. The homeowner, Stephen Johnson, and architect, Jack Sigrist were present. Jack Sigrist noted that the siding and windows will match the existing. The existing dining room windows will be replaced with a sliding glass door. Paul Whitbeck moved to accept the application as submitted. John Mitchell seconded. All Ayes.

55 N. Country Club Road The Applicant is requesting design review for a single car garage with storage. The addition will be 336 sq. ft. and storage above with the addition of three dormers. The contractor, Aaron Wolfe, was present. The Board asked about the floor plan and Mr. Wolfe indicated it was not ready yet. The Board asked questions about the materials. The garage door will be a single 9 ft. door and the siding will be all new. The Board had concerns about missing information. John Mitchell felt that the plan was on the right track but was missing details. Dave Wigg agreed stating that the plans do not tell the entire story of the project. Kathleen Cristman indicated she was not feeling comfortable without more concrete definition of the features. Bonnie Salem and Paul Whitbeck agreed. The Board as a whole came to the conclusion they could not come to a decision without more details. Dirk Schneider suggested holding the application open for more information. The Board noted that would like to have: floors plans, more clarification on materials and details on dimensions.


76 Knollwood Drive

The Applicant is requesting design review for additions to an existing garage. The additions will be located on the front and side of the garage for a total of approximately 248 sq. ft. The homeowners, Dusty and Sara Odenbach, were present to discuss the application with the Board. They discussed the side bump out and the garage being bumped out 8 ft. past the current 5 ft. towards the road. The Board held discussion regarding the plan. The Board did not have concerns about the side bump out. Although the Zoning Board of Appeals approved the variance for extending the garage forward of the building line, but felt the extended forward facing garage exceeded the design guidelines. Paul Whitbeck had additional concerns regarding the lack of fenestration on the left side elevation. Questions about the intent of the brick being kept or not were raised. Sara Odenbach indicated they might paint the brick or replace with siding to match. The Board had concerns about the lack of this and other material details. The Board felt they needed additional clarification on the following in order to make a decision. Leticia Fornataro stated that written clarifications on dimensions and materials and floor plans are necessary. Kathleen Cristman supported this. The decision was made to hold this application over.

3765 East Avenue The Applicant is requesting design review for garage and living area additions. The construction will be two stories approximately 1715 sq. ft. Approval for a side setback variance was given by the Zoning Board of Appeals on August 17, 2020. The architect, Joe O’Donnell, and homeowner Glenn Paynter were in attendance. Mr. O’Donnell discussed that the garage and master bedroom are being added to accommodate the homeowner’s needs and the porch is being added to enhance the curb appeal of the home. The garage is stepped back 2 ft. behind the porch line. The front door will be replaced. The columns on the front porch will be wrapped. Shake accents will be added in the gales on the front porch. The garage doors will be solid white doors. It was noted by several Board members that the garage will be the predominant feature on the house. Discussion was held by Board members how the plan might be modified to keep the garage from overpowering the house. Mr. O’Donnell explained that there is no basement and additional storage is needed and this design is the best solution. Dirk Schneider noted that the gable helps balance the garage.


Dirk Schneider noted that this home would be different than the others in the neighborhood which is predominantly ranch style homes. David Wigg moved to approve the application as submitted. John Mitchell seconded. Aye – Fornataro, Mitchell, Cristman, Wigg Nay – Schneider, Whitbeck, Salem

INFORMAL REVIEW 60 French Road

The Applicant is requesting an informal review for the installation of a metal roof on a designated historic home. The homeowner, Claudia Savino was present to discuss the application with the Board. Ms. Savino is requesting guidance from the Board as to what would be appropriate roofing material should she choose to replace her current roofing. She is considering changing to metal roofing but wants to choose materials that would be appropriate. Dirk Schneider recommended choosing a historic color. Stamped metal shingles were discussed. He discussed that a silver color would be more appropriate than black. Leticia Fornataro suggested avoiding copper coloration as it would go against the historical character. Dirk Schneider suggested the new roof would affect the gables and they would need special attention to be trimmed out appropriately. He suggested that when the materials are chosen that they be presented to the Board for review. Ms. Savino thanked the Board for their input.

OTHER – REVIEW OF 8/13/2020 MINUTES

Bonnie Salem moved to accept the minutes of 8/13/2020 as written.

All Ayes. The meeting adjourned at 9:20 pm. Respectfully submitted, Susan Donnelly Secretary to the Board

Town of PittsfordDepartment of Public Works

11 South Main StreetPittsford, New York 14534

Phone: 585-248-6250FAX: 585-248-6262

Permit # B20-000124

DESIGN REVIEW AND HISTORIC PRESERVATION BOARDREFERRAL OF APPLICATION

Property Address: 76 Knollwood Drive ROCHESTER, NY 14618 Tax ID Number: 138.17-1-8Zoning District: RN Residential NeighborhoodOwner: Odenbach, G. DustinApplicant: Odenbach, G. Dustin

Application Type: Residential Design Review §185-205 (B)

Build to Line Adjustment §185-17 (B) (2)

Commercial Design Review §185-205 (B)

Building Height Above 30 Feet §185-17 (M)

Signage §185-205 (C)

Corner Lot Orientation §185-17 (K) (3)

Certificate of Appropriateness §185-197

Flag Lot Building Line Location §185-17 (L) (1) (c)

Landmark Designation §185-195 (2)

Undeveloped Flag Lot Requirements §185-17 (L) (2)

Informal Review

Project Description: Applicant is returning for design review for the additions to an existing garage.The additions will be located on the front and side of the garage and will be a total of approximately248 square feet.

Meeting Date: September 10, 2020

RN Residential Neighborhood Zoning

Town of Pittsford GIS

Printed August 7, 2020

The information depicted on this map is representational and should beused for general reference purposes only. No warranties, expressed orimplied, are provided for the data or its use or interpretation.

0 190 38095 ft

0 50 10025 m

1:2,257



Phone: 585-248-6250FAX: 585-248-6262

Permit # B20-000123


Property Address: 55 North Country Club Drive ROCHESTER, NY 14618 Tax ID Number: 151.05-1-25Zoning District: RN Residential NeighborhoodOwner: Fuss, William AApplicant: Aaron Wolfe Buiders











Informal Review

Project Description: Applicant is returning for design review for the addition of a single car garagewith storage. The addition will be approximately 336 square feet with storage space above and theaddition of three dormers.




Printed August 7, 2020


0 90 18045 ft

0 25 5012.5 m

1:1,128



Phone: 585-248-6250FAX: 585-248-6262

Permit # B20-000130


Property Address: 66 Ellingwood Drive ROCHESTER, NY 14618 Tax ID Number: 138.18-1-83Zoning District: RN Residential NeighborhoodOwner: Salafia, NunzioApplicant: Salafia, Nunzio











Informal Review

Project Description: Applicant is requesting design review for the garage addition and porchextension. The garage addition will be approximately 280 square feet and the porch extension will beapproximately 100 square feet.




Printed September 3, 2020


0 90 18045 ft

0 25 5012.5 m

1:1,128



Phone: 585-248-6250FAX: 585-248-6262

Permit # B20-000143


Property Address: 25 Hawkstone Way PITTSFORD, NY 14534 Tax ID Number: 178.03-4-17Zoning District: RN Residential NeighborhoodOwner: Anderson, GlennApplicant: Josh Lawn Care & Landscaping Co.











Informal Review

Project Description: Applicant is requesting design review for the addition of a covered porch. Theporch will be approximately 210 square feet and will be located to the rear of the home.






0 190 38095 ft

0 50 10025 m

1:2,257



Phone: 585-248-6250FAX: 585-248-6262

Permit # B20-000139


Property Address: 42 Coventry Ridge PITTSFORD, NY 14534 Tax ID Number: 177.03-5-32Zoning District: IZ Incentive ZoningOwner: Clover Street DevelopmentApplicant: Clover Street Development











Informal Review

Project Description: Applicant is requesting design review for the construction of a two story singlefamily home. The home will have 1581 square feet on the first floor and 1589 square feet on thesecond floor. The home will be located in the Coventry Ridge Subdivision.






0 190 38095 ft

0 50 10025 m

1:2,257



Phone: 585-248-6250FAX: 585-248-6262

Permit # B20-000134


Property Address: 9 Rockdale Meadows PITTSFORD, NY 14534 Tax ID Number: 177.03-5-11Zoning District: IZ Incentive ZoningOwner: Clover Street DevelopmentApplicant: Clover Street Development











Informal Review

Project Description: The Applicant is requesting design review for the proposed construction of a2224 Sq. Ft. one story home.






0 190 38095 ft

0 50 10025 m

1:2,257

COVER PAGE

GENERAL NOTES:

THESE PLANS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS BY GREATER LIVING ARCHITECTURE.ANY UNAUTHORIZED REPRODUCTION OR MODIFICATION OF THESE PLANS IS A VIOLATION OF COPYRIGHT LAWS. CLIENTRIGHTS ARE LIMITED TO ONE-TIME USE FOR THE CONSTRUCTION OF THESE PLANS.

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS PLAN IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,ARTICLE 145, SECTION 7209.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR, BUILDER OR OWNER OF THIS BUILDING TO NOTIFY GREATER LIVINGARCHITECTURE OF ANY DEVIATION FROM THESE DRAWINGS.

CONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING/ ELECTRICAL/ MECHANICAL/SANITARY AND ENERGY CONSERVATION CODES - STATE AND OR LOCAL.

CONTRACTOR TO BE RESPONSIBLE TO LOCAL BUILDING DEPARTMENT AND THAT DEPARTMENT'S INTERPRETATION OF THEBUILDING CODE SHOULD IT DIFFER FROM THESE PLANS.

CONTRACTOR TO BE RESPONSIBLE THAT BRAND NAME OF WINDOWS AND DOORS INSTALLED MEET NEW YORK STATEEXIT REQUIREMENTS.

IN THE EVENT OF ANY DISCREPANCIES BETWEEN PLANS, ELEVATIONS, AND/OR DETAILS, THE CONTRACTOR / SUB-CONTRACTORSHALL CONTACT GREATER LIVING ARCHITECTURE BEFORE CONSTRUCTION FOR CLARIFICATION. IF GREATER LIVINGARCHITECTURE IS NOT CONTACTED, THE CONTRACTOR / SUB-CONTRACTOR WILL ASSUME FULL RESPONSIBILITY.

CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURESAND SAFETY PRECATIONS/ PROGRAMS IN CONNECTION WITH THE WORK.

THESE DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS - USE DIMENSIONS GIVEN.

THE CONTRACTOR/ OWNER SHALL REQUEST LOCATION OF ALL UTILITIES PRIOR TO ANY DIGGING.

THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND OWNER'S AGENTS THROUGH ADEQUATE INSURANCE COVERAGE AGAINSTANY CLAIMS ARISING FROM INJURIES DURING CONSTRUCTION, OR FAILURE TO MAINTAIN SAFE CONDITIONS ON THE SITE.

THESE DRAWINGS HAVE BEEN PREPARED FOR STUCTURAL REFERENCE ONLY. ELECTRICAL, MECHANICAL AND OTHER BUILDINGSYSTEMS, IF REQUIRED, ARE TO BE DONE BY OTHERS

ENERGY EFFICIENCY:

SITE WORK:THESE PLANS HAVE BEEN PREPARED ACCORDING TO THE 2020 RCNYS AND IECC REQUIREMENTS TO SUIT A GENERAL RANGEOF CONDITIONS THAT MAY BE AFFECTED BY A PARTICULAR BUILDING SITE OR BUILDER/ OWNER CONTRACTUALAGREEMENT. CONTRACTOR TO BE RESPONSIBLE TO ADAPT THESE PLANS TO SUIT THE NEEDS OF THE BUILDING ON SITE ASREQUIRED, PROVIDED THAT SUCH ADJUSTMENTS DO NOT VIOLATE THE CODE OR ALTER THE STRUCTURAL INTEGRITY OF THEBUILDING.

CONTRACTOR/ OWNER SHALL PERFORM EXPLORATORY EXCAVATION TO DETERMINE ACTUAL FIELD CONDITIONS ANDNOTIFY THIS OFFICE OF THE FINDINGS TO ALLOW FOR DESIGN CHANGES PRIOR TO ACTUAL CONSTRUCTION. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR/ OWNER TO DEVELOP THE NECESSARY FOUNDATION SOIL TO SUSTAIN THELOAD DESIGNS OF 2500 P.S.F. AND TO HIRE, IF NECESSARY, A SOILS ENGINEER TO INSPECT AND VERIFY SOIL CONDITIONSPRIOR TO POURING OF FOUNDATIONS.

THE CONTRACTOR, BUILDER OR OWNER SHALL NOTIFY GREATER LIVING ARCHITECTURE OF ANY UNUSUAL SITE CONDITIONSWHICH MAY EFFECT THE FOUNDATION, DRAINAGE OR STRUCTURAL MEMBERS INCLUDING REQUIREMENTS FOR ADDITIONALDEPTH OF FOOTINGS, UNSTABLE SOIL CONDITIONS AND HIGH GROUND WATER TABLE.

NO SITE INSPECTIONS ARE TO BE MADE BY THIS OFFICE. CONTRACTOR TO BE RESPONSIBLE FOR MATERIALS ANDWORKMANSHIP. SUBSTITUTIONS FOR MATERIALS SPECIFIED TO BE MADE WITH THE PERMISSION OF THE LOCAL BUILDING DEPT.

FOUNDATION:ALL FOOTINGS TO REST ON ( ORIGINAL ) UNDISTURBED SOIL, ASSUMED MINIMUM SOIL BEARING PRESSURE TO BE 2500 P.S.F.CONTRACTOR TO BE RESPONSIBLE FOR ALL SUBGRADE CONDITIONS.

BASEMENT/CELLAR WALLS AND FOOTING DESIGNS ASSUMED PARTIALLY SATURATED SOIL CONDITIONS TO TO THE FULL WALLDEPTH. SHOULD SATURATED CONDITIONS BE ENCOUNTERED, OUR OFFICE SHOULD BE CONTACTED FOR REVIEW ANDPOSSIBLE REVISIONS TO THE PLANS.

CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR PROVIDING PROPER DRAINAGE SHOULD INTERMITTENT SPRINGS ORPERCHED WATER BE ENCOUNTERED.

POSITIVE DRAINAGE SHALL BE PROVIDED SO THAT FINISHED GRADE SLOPES AWAY FROM PERIMETER WALLS & FOOTINGS.

CONTINUOUS 4" DIAM. PERFORATED DRAIN PIPE SHALL BE PLACED ALONG THE PERIMETER OF THE BASEMENT WALLS WHICHDRAINS TO THE SUMP PUMP. A MINIMUM OF 6" GRANULAR BASE SHALL BE PLACED OVER THE DRAIN TILE AND MINIMUM OF 2"UNDER THE TILE.

GARAGE FIREPROOFING:

FIREPLACES:

3/4 HOUR FIRE RESISTANCE RATING REQUIRED BETWEEN HOUSE & GARAGE CAN BE ACHIEVED WITH ONE LAYER 5/8" TYPE XDRYWALL ON GARAGE SIDE AND ONE LAYER 1/2" TYPE X DRYWALL ON THE HOUSE SIDE.

IF HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM LIVING AREA OR BONUS AREAS ABOVE, THEN ONELAYER OF 5/8" TYPE X DRYWALL ON THE CEILING IS REQUIRED. WHERE THE HORIZONTAL CONSTRUCTION IS A FLOOR-CEILINGASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO PROTECTED BY 5/8" TYPE X DRYWALL.

DIRECT VENT GAS FIREPLACE UNIT TO BE SELECTED BY OWNER AND INSTALLED ACCORDING TOMANUFACTURER'S SPECIFICATIONS.

NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS, AND OUTDOOR COMBUSTION AIR.WHERE USING TIGHT-FITTING DOORS ON FACTORY BUILT FIREPLACES LISTED AND LABELED IN ACCORDANCE WITH UL 127, THEDOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE. WHERE USING TIGHT FITTING DOORS ON MASONRY FIREPLACES, THEDOORS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 907.

DESIGN CRITERIA: ( FOR GREATER ROCHESTER AREA &ADJACENT COUNTIES )

STRUCTURAL MATERIAL SPECIFICATIONS:STRUCTURAL STEEL ASTM A-36, Fy = 36 ksi

REINFORCED STEEL ASTM A-615, Fy = 40 ksi

WIRE MESH ASTM A-185, 6 x 6 - 10/10 W.W.M.

LUMBER ALL STUCTURAL MEMBERS, JOISTS, RAFTERS, ETC.TO BE #2 GRADE LUMBER ( DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE OR SPRUCE PINE-FIR )WITH A MIN. FIBER STRESS OF 850 P.S.I.UNLESS NOTED OTHERWISE

PLYWOOD CDX, PANEL INDEX

LVL, PSL, LSL Fb = 2600Fv = 285E x 10 - 1.9Fc = 750

MASONRY ASTM C90, GRADE N-1, Fm = 1350 PSI

MORTAR ASTM C270, TYPE S

GROUT Fc = 2000 PSI ASTM C476

CONCRETE Fc = 2500 PSI MIN. ( FOOTINGS, BASEMENT SLAB)Fc = 3500 PSI MIN. ( GARAGE SLAB, PORCH SLAB, &

POURED FOUNDATION WALLS)

BOLTS ASTM A307, Fy - 33 KSI

6

T

CONCRETE AND MASONRY FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH AS PER TABLES ON N-2.

STAIRWAY GUARD REQUIREMENTS:GUARDS SHALL BE LOCATED ALONG AN OPEN SIDED WALKING SURFACE, THAT ARE LOCATED MORE THAN 30 INCHESMEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGEOF THE OPEN SIDE. AS PER SECTION 312.1.1 OF THE 2020 RCNYS.

REQUIRED GUARDS SHALL NOT BE LESS THAN 36 INCHES IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKINGSURFACE. AS PER SECTION 312.1.2 OF THE 2020 RCNYS.

GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES. AS PER SECTION 312.1.2 OF THE2020 RCNYS.

WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF THE STAIRS, THE TOP OF THE GUARD SHALL BENO LOESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. AS PER SECTION 312.1.2 OF THE 2020 RCNYS.

REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOWTHE PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. AS PER SECTION 312.1.3 OF THE 2020 RCNYS.

FRAMING:WOOD ROOF TRUSSES ARE TO BE METAL PLATE CONNECTED WOOD CHORD, WOOD WEB TRUSSES. TRUSS LAYOUT ISSCHEMATIC ONLY. TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR THE DESIGN (INCLUDING SPACING) OF ALL TRUSSES.TRUSSES TO BE DESIGNED AND CERTIFIED BY AN ENGINEER LICENSED IN THE GOVERNING STATE.

PROVIDE ALL TEMPORARY BRACING AND SHORING TO AVOID EXCESSIVE STRESSES AND HOLD STRUCTURAL ELEMENTS INPLACE DURING CONSTRUCTION.

UNDER ALL CONCEALED WOOD BEARING POSTS, PROVIDE ADDITIONAL WOOD BLOCKING AS REQUIRED IN FLOOR JOIST SPACEUNDER POST, TO ENSURE SOLID BEARING FROM HEADER OR BEAM DOWN TO FOUNDATION WALL.

ALL WINDOWS AND DOORS ARE TO BE FRAMED WITH MINIMUM 3-2X6 OR 2-2X8 HEADER UNLESS NOTED OTHERWISE.

BUILDER ASSUMES FULL RESPONSIBILITY FOR MAINTAINING THE STRUCTURAL INTEGRITY OF JOISTS, BEAMS OR STUDS WHICHARE NOTCHED OR DRILLED TO ACCOMMODATE MECHANICAL OR ELECTRICAL LINES. SEE DETAILS ON PG. N-1 FORALLOWABLE DRILLING LOCATION ON BEAMS AND JOISTS.

ALL STRESS GRADE LUMBER CONSTRUCTION SHALL COMPLY WITH AITC TIMBER CONSTRUCTION STANDARDS LATEST EDITION.EACH PIECE SHALL BEAR THE STAMP OF A GRADING RULES AGENCY, APPROVED BY THE AMERICAN LUMBER STANDARDSCOMMITTEE . GRADE LOSS RESULTING FROM EFFECTS OF WEATHER, HANDLING, STORAGE, RESAWING, OR DIVIDING LENGTHSWILL BE CAUSE FOR REJECTION.

TRUSS IDENTIFICATION:

R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1150 OF THE AREA OF THE VENTED SPACE.

PLAN 2224 R / PROJECT 2551 F

SPEC HOUSELOT 11 COVENTRY RIDGE

COVENTRY RIDGE BUILDING CORP.PITTSFORD, NY

R402.2.4 ATTIC ACCESS SHALL BE INSULATED WITH THE SAME R- VALUE AS THE ATTIC, WEATHER STRIPPED & LATCHED

R402.4 AIR LEAKAGE. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE INACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.5.

R402.4.1BUILDING THERMAL ENVELOPE . THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONSR402.4.1.1 AND R402.4.1.2. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIALEXPANSION AND CONTRACTION.

R402.4.1.1 INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE 402.4.1.1SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLER402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL, ANAPPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. SEE PAGE N-2 FOR TABLE.

R402.4.1.2 TESTING.THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGERATE NOT EXCEEDING THREE AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITHRESNET/ICC 380, ASTM E779, OR ASTM E1827 AND REPORTED AT A PRESSURE OF 0.2 INCH w.g. (50 PASCALS).TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE.

DURING TESTING: 1. EXTERIOR WINDOWS AND DOORS, FIREPLACES AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED,

BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION CONTROL MEASURES.

2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUTNOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES.

3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN.

4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BECLOSED AND SEALED.

5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF REST, SHALL BE TURNED OFF.

6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF REST, SHALL BE FULLY OPEN.

R404.1 LIGHTING EQUIPMENT ( MANDATORY ) A MINIMUM OF 90% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS.

R401.3 CERTIFICATE ( MANDATORY ) A PERMANENT CERTIFICATE COMPLETED BY OUR FIRM AND INCLUDED AS THE LAST PAGE OF THE RESCHECK SHALL BE POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE BUILDING.

R403.1.1 PROGRAMMABLE THERMOSTAT. THE THERMOSTAT CONTROLLING THE PRIMARY HEATING AND COOLING SYSTEM SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON A DAILY SCHEDULE TO MAINTAINDIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THIS THERMOSTAT SHALL INC. THE CAPABILITY TO

R402.5 MAXIMUM FENESTRATION U-FACTOR & SHGC (MANDATORY).THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR PERMITTED USING TRADEOFFS FROM SECT. R402.1.5OR R405 SHALL BE .48 IN CLIMATE ZONES 4 & 5 AND 0.40 IN CLIMATE ZONES 6-8 FOR VERTICAL FENESTRATION, & 0.75 INCLIMATE ZONES 4-8 FOR SKYLIGHTS. THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION SHGC PERMITTED USING

R403.3.1 INSULATION (PRESCIPTIVE) SUPPLY & RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MIN. OF R-8. WITH THE EXCEPTION OF DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE.

R403.4 MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105 DEGREES F OR BELOW 55 DEGREES FSHALL BE INSULATED TO A MINIMUM OF R-3.

DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMSSHALL COMPLY WITH EITHER THE MECHANICAL CODE OF NEW YORK STATE ( MCONYS) OR RCNYS, AS APPLICABLE.

R403.3.2 SEALING (MANDATORY).

DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OFTHE FOLLOWING METHODS:

R403.3.3 DUCT TESTING (MANDATORY).

1. ROUGH IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH w.g. (25 Pa)ACCROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE IF INSTALLED AT THE TIME OF

2. POSTCONSTUCTION TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH w.g. (25 Pa) ACCROSS THE SYSTEM, INCLUDING THE MANUFACTURER'S AIR HANDLER ENCLOSURE. ALL REGISTERS SHALLBE TAPED OR OTHERWISE SEALED DURING THE TEST.

THE TEST. ALL REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST.

BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS.R403.3.5 BUILDING CAVITIES (MANDATORY).

INSULATION FOR HOT WATER PIPE WITH A MIN. R-3 SHALL BER403.5.3 HOT WATER PIPE INSULATION (PRESCRIPTIVE). APPLIED TO THE FOLLOWING: 1. PIPING 3/4" AND LARGER IN NOMINAL DIAMETER. 2. PIPING SERVING MORE THAN ONE DWELLING UNIT. 3. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE. 4. PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD. 5. PIPING LOCATED UNDER A FLOOR SLAB. 6. BURIED IN PIPING.

COMPLIANCE METHOD: RESCHECK CERTIFICATE OR PRESCRIPTIVE

R403.7 EQUIPMENT SIZING & EFFICIENCY RATING ( MANDATORY ). HEATING & COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE W/ ACCA MANUAL S BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE W/ ACCAMANUAL J OR OTHER APPROVED HEATING & COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENTHEATING & COOLING EQUIPMENT SHALL HAVE A EFFICIENCY RATING EQUAL TO OR GREATER THAN THE MINIMUM

R402.4.5 RECESSED LIGHTING. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BESEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. RECESSED LUMINARIES SHALL BE IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT GREATER THAN 2.0 c.f.m (0.944 L/s) WHEN TESTEDIN ACCORDANCE WITH ASTM E283 AT A PRESSURE DIFFERENTIAL OF 1.57 p.s.f. (75 Pa.). RECESSED LUMINARIES SHALL

TRADEOFFS FROM SECTION R405 IN CLIMATE ZONES 1-3 SHALL BE 0.50

REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS INSTALLED.

"F"

"R"

FLOOR FRAMING, INC.GIRDERS & BEAMS

ROOF FRAMING

"FR" FLOOR & ROOF FRAMING

DESIGNATION FOR STRUCTURALCOMPONENTS THAT ARE OFTRUSS CONSTRUCTION

1/2" STROKE 1/4"

2" MIN.

REFLECTIVE WHITE

REFLECTIVE RED

TYPE V WOOD FRAME CONSTRUCTION BASEDON SECTION 602 OF THE 2020 BCNYS

PANTONE (PMS) #187

6" DIAMETER

IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION SHALL BE PROVIDED BYSIGN OR SYMBOL & SHALL BE AFFIXED TO THE EXTERIOR WALL OF THE RESIDENTIALSTRUCTURE IN COMPLIANCE WITH 19 NYCRR PART 1264 & 1265. RESIDENTIAL STRUCTURESWITH TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND / ORTIMBER CONSTRUCTION.

R403.6 MECHANICAL VENTILATION (MANDATORY). THE BUILDING SHALL BE PROVIDEDWITH VENTILATION THAT MEETS THE REQUIREMENTS OF THE IRC OR IMC, AS APPLICABLE,OR WITH OTHER APPROVED MEANS OF VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTSSHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATIONSYSTEM IS NOT OPERATING

R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY.MECHANICAL VENTILATION SYSTEM FANS SHALL MEET THE EFFICACY REQUIREMENTS OFTABLE R403.6.1.

R403.5.1 HEATED WATER CIRCULATION & TEMPERATURE MAINTENANCE SYSTEMS (MANDATORY).HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMPERATUREMAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION R403.5.1.2. AUTOMATIC CONTROLS, TEMPERATURESENSORS & PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY ACCESSIBLE.

SET BACK OR TEMP. OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55 DEG OR UP TO 85 DEG.. THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE MANF. WITH A HEATING TEMP. SET POINT NO HIGHER THAN70 DEG. & A COOLING TEMP. SET POINT NO LOWER THAN 78 DEG.

R403.1.2 HEAT PUMP SUPPLEMENTARY HEAT (MANDATORY). HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATIONWHEN THE HEAT PUMP COMPRESSOR CAN MEET THE HEATING LOAD.

THESE PLANS COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ( RCNYS) AND THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ( ECCCNYS ).

LOCAL JURISDICTION DESIGN CRITERIA MAY VARY ANDSHALL BE STRICTLY ADHERED TO

GROUND SNOW LOAD 40 P.S.F.

ROOF DEAD LOAD 10 P.S.F.

ALLOWABLE SOIL BEARING 2500 P.S.F. AT MINIMUM 42" BELOW FINISHED GRADE

WIND SPEED 115 MPH, EXPOSURE B

SEISMIC DESIGN CATEGORY B

WEATHERING SEVERE

FROST LINE DEPTH 42 INCHES

TERMITE DAMAGE SLIGHT TO MODERATE

DECAY DAMAGE NONE TO SLIGHT

WINTER DESIGN TEMPERATURE 1 DEGREE

ICE SHEILD UNDERLAYMENT REQUIRED 24" INSIDE OF EXTERIOR WALL LINE

FLOOD HAZARD FIRM - 2008

ROOF TIE DOWN REQUIREMENTS R802.11, BASED UPON SPECIFIC ROOF DESIGN

1ST FLOOR 40 P.S.F.LIVING AREA LIVE LOAD

2ND FLOOR 30 P.S.F.LIVING AREA LIVE LOAD

1ST & 2ND FLOOR DEAD LOAD 15 P.S.F.

CAS NOTED

CSB

sheet:PROJECT:

scale: date:

checked:drawn:

BUILDER:

CLIENT/LOCATION:

DATE BY DESCRIPTION

REVISIONS:

www.greaterliving.com

3033 BRIGHTON-HENRIETTATOWNLINE RD

ROCHESTER, NY 14623CALL:(585) 272-9170FAX: (585) 292-1262

COPYRIGHT NOTICE :

COPYRIGHT © ALL RIGHTS RESERVEDGREATER LIVING ARCHITECTURE. P.C.

THESE PLANS ARE PROTECTED UNDER FEDERALCOPYRIGHT LAWS BY GREATER LIVINGARCHITECTURE. ANY UNAUTHORIZEDREPRODUCTION OR MODIFICATION OF THESEPLANS IS A VIOLATION OF COPYRIGHT LAWS.CLIENT RIGHTS ARE LIMITED TO ONE-TIME USEFOR THE CONSTRUCTION OF THESE PLANS

UNAUTHORIZED ALTERATIONS OR ADDITIONSTO THIS PLAN IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW,ARTICLE 145, SECTION 7209

1BE SEALED WITH A GASKET OR CAULKED BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILIN COVERING.

7. SUPPLY & RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS

SHEET INDEXC-1 COVER SHEET

1/7 FRONT & REAR ELEVATIONS

3/7 FOUNDATION PLAN

4/7 FOUNDATION ELECTRICAL PLAN

6/7 FIRST FLOOR ELECTRICAL PLAN

7/7 SECTIONS

N-1 DETAILS

N-2 REINFORCING NOTES

2/7 SIDE ELEVATIONS & ROOF PLAN

5/7 FIRST FLOOR PLAN

COVENTRY RIDGE

2551 F

8 / 20

CDK

GLA PLAN 2224 R

LOT 11 COVENTRY RIDGEPITTSFORD, NY

BUILDING CORP.

COVENTRY RIDGE

2551 F

8 / 20AS NOTED

CSBCDK

ELEVATIONS

GLA PLAN 2224 R

17

sheet:PROJECT:

scale: date:

checked:drawn:

BUILDER:

CLIENT/LOCATION:

DATE BY DESCRIPTION

REVISIONS:




COPYRIGHT NOTICE :




LOT 11COVENTRY RIDGEPITTSFORD, NY

BUILDING CORP.

FRONT ELEVATIONSCALE: 1/4" = 1'-0"

1X6 FRIEZE BD.

1X2 ON 1X8 RAKE BD.

LOUVER W/1X4 TRIM

12" X 24"

VENTED SOFFITS

10" X 10"COLUMN

1X6 TRIM

18/0 X 7/0 O.H. DOORAS SELECTED

TOTAL LIVING AREA = 2224 SQ.FT.

TOTAL CONDITIONED VOLUME = 41,456 CU.FT.

1X8 C.B.

T

3060 3060 3060-2

12

10

7

12

2026

12

10

ASPHALT SHINGLES AS SELECTEDRIDGE VENT

14" LOUVERSHUTTERSAS SEL'D.

BOARD-N-BATTENSIDING AS SEL'D.

1X10 TRIM BD.1X10 TRIM BD.

8" WINDOW HEAD W/CROWN MLD'G.

FLASHING

4" REINF. CONC. SLAB

3080 ENTRY DOORAS SEL'D. BY OTHERS

ASSUMED GRADE

E

W/ 1X8 TRIM

OBSCUREGLASS

WINDOWS:

DOORS: SELECTION BY OWNER

THE DESIGN AND / OR STRUCTURE NOTED.DEPICTED IS INACCURATE AND / OR WILL ALTER

CONTRACTOR TO CONTACT THIS OFFICE PRIORTO CONSTRUCTION IF THE ASSUMED GRADE

= SPECIFIES THAT THIS FIXED OR OPERABLE

PER SECT. R308.4 OF 2020 RCNYS


= MEETS OR EXCEEDS EGRESS REQUIREMENTS

- CLEAR OPENING WIDTH OF 20" - CLEAR OPENING AREA OF 5.7 SQ.FT.

- CLEAR OPENING HEIGHT OF 24"

UNIT REQUIRES SAFETY GLAZING

BUILDER TO PROVIDE ROOF OR RIDGE VENTSAS PER CODE- THE MINIMUM NET FREE

ALL RAKES & OVERHANGS ARE TO BE 1'-4" UNLESS NOTED OTHERWISE

T

E

= SPECIFIES THAT THIS OPERABLE WINDOW UNIT REQUIRES FACTORY APPLIED FALL

FP

WINDOW / DOOR LEGEND:

GENERAL NOTES:

R402.4.3 OF 2020 ECCCNYS

AIR INFILTRATION RATE FOR WINDOWS,SKYLIGHTS, & SLIDING DOORS TO BE NOMORE THAN 0.3 cfm/sf. & SWING DOORSNO MORE THAN 0.5 cfm/sf. AS PER SECT.

PROTECTION PER SECT. R312.2 OF 2020 RCNYS

VENTILATION AREA SHALL BE 1/150 OF THEAREA OF THE VENTED SPACE (SECT. R806.2)

THIS PLAN AS DESIGNED REQUIRES (MIN) 1CONTINUOUSLY RUN EXHAUST FANCAPABLE OF (MIN) 60 c.f.m. WITH A MANUAL OVERIDE SWITCH AS PER

MECHANICAL VENTILATION RATE:

U-FACTOR ......... SHGC ...................

SECTION M1505.4.2 OF 2020 RCNYSSEE TABLES M1505.4.3(1) & M1505.4.3(2) & M1505.4.4 ( PAGE 1 )

VWD SOLARGAIN GLASS W/ ARGON

0.290.56

FLOOR AREA

DWELLING UNIT

(square feet)

NUMBER OF BEDROOMS

0-1 2-3 4-5 6-7 > 7

AIRFLOW IN CFM

< 1,500 30 45 60 75 90

1,501-3,000 45 60 75 90 105

3,001-4,500

4,501-6,000

6,001-7,500

> 7,500

60 75 90 105 120

75 90 105 120 135

90 105 120 135 150

105 120 135 150 165

SYSTEM AIRFLOW RATE REQUIREMENTSCONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION

TABLE M1505.4.3 (1)

IN EA. 4-HOUR SEGMENT

FACTOR 4 3 2 1.5 1.3

RUN-TIME PERCENTAGE

FOR SI: 1 square foot=0.0929 m2, 1 cubic foot per min=0.0004719 m3/s

25% 33% 50% 66% 75%

1.0

100%

INTERMITTENT WHOLE-HOUSE MECAHANICAL VENTILATION RATE FACTORS

TABLE M1505.4.3 (2)

a

a. For ventilation system run time values between those given,the factors arepermitted to be determined by interpolation.

b. Extrapolation beyond the table is prohibited.

a,b

KITCHENS

BATHROOMS-

AREA TO BE EXHAUSTED

MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE AND TWO-FAMILY DWELLINGS

TABLE M1505.4.4

FOR SI: 1 CUBIC FT. PER MINUTE = 0.0004719 m 3/s.

EXHAUST RATES100 cfm INTERMITTENT OR 25 cfm CONTINUOUS

TOILET ROOMSMECHANICAL EXHAUST CAPACITY OF 50 cfmINTERMITTENT OR 20 cfm CONTINUOUS

REAR ELEVATIONSCALE: 1/4" = 1'-0"

3056-330602660-2

10880E

7

12ASPHALT SHINGLES AS SELECTED

VENTED SOFFITS

HORIZONTAL SIDING AS SELECTED

1X4 C.B.

ASSUMED GRADE

5060

T

T TT

3060

RIDGE VENT

16" ( TYP. )

FP. FLUE

8'-0

"

SUBFL'R.

R.O.

HOUSE FOOTPRINTSCALE: 1" = 50'-0"

H

G

AS NOTED

CSB

ELEVATIONS

27

sheet:PROJECT:

scale: date:

checked:drawn:

BUILDER:

CLIENT/LOCATION:

DATE BY DESCRIPTION

REVISIONS:




COPYRIGHT NOTICE :




COVENTRY RIDGE

2551 F

8 / 20

CDK

GLA PLAN 2224 R


BUILDING CORP.

VENTED SOFFITS


1X4 C.B.

RIGHT ELEVATIONSCALE: 1/4" = 1'-0"

HWVENT

2640

2868

10

12

12

712

7

ASSUMED GRADE

FURNVENT

RIDGE VENT

1X8 C.B.

DRYERVENT A/C

UNIT

ELECTRICMETER

2640

LEFT ELEVATIONSCALE: 1/4" = 1'-0"

2860

2850

10

12

10

12

12

712

7

VENTED SOFFITS


1X4 C.B.

ASSUMED GRADE

2850

RIDGE VENT

1X8 C.B.

T

E

1X10 TRIM BD.

BOMAN KEMP 5040EGRESS WINDOWSYSTEM OR EQUAL-WINDOW & WELL TO CONFORM TOSECT. R310 OF 2020 RCNYS

GASMETER

'A' S

TEP

TRUSS

ES

@ 2

4" O

.C.

'A' T

RUSS

ES

@ 2

4" O

.C.

'C' GIRDER TRUSS

@ 24" O.C.

'C' TRUSSES

'D' GIRDER TRUSS

RIDGE

RIDG

E

VALLEY

'B' S

TEP

/ TR

AY

TRUSS

ES 2

4" O

.C.

'B' T

RAY T

RUSS

ES

@ 2

4" O

.C.

'A' S

TEP

TRUSS

ES

@ 2

4" O

.C.

'A' T

RUSS

ES

@ 2

4" O

.C.

@ 24" O.C.'D' TRUSSES

VALL

EY

VALLEYVAL

LEY

RIDG

E

SCALE: 1/8" = 1'-0"

ROOF PLANALL RAKES & OVERHANGS ARE TO BE1'-4" UNLESS NOTED OTHERWISEALL NON-STRUCTURAL VALLEYS TOHAVE 2X12 SLEEPER ATTACHED TOPLYWOOD ROOF SHEATHING

THIS FRAMING DIAGRAM IS INTENDED TOBE SCHEMATIC AND POSITION OFMEMBERS MAY BE ALTERED TO SUITACTUAL FIELD CONDITIONS

2X8 LAYOVERRAFTERS 24" O.C.A

A A

WINDOWS:

DOORS: SELECTION BY OWNER

THE DESIGN AND / OR STRUCTURE NOTED.DEPICTED IS INACCURATE AND / OR WILL ALTER

CONTRACTOR TO CONTACT THIS OFFICE PRIORTO CONSTRUCTION IF THE ASSUMED GRADE







UNIT REQUIRES SAFETY GLAZING

BUILDER TO PROVIDE ROOF OR RIDGE VENTSAS PER CODE- THE MINIMUM NET FREE

ALL RAKES & OVERHANGS ARE TO BE 1'-4" UNLESS NOTED OTHERWISE

T

E

= SPECIFIES THAT THIS OPERABLE WINDOW UNIT REQUIRES FACTORY APPLIED FALL

FP


GENERAL NOTES:

R402.4.3 OF 2020 ECCCNYS

AIR INFILTRATION RATE FOR WINDOWS,SKYLIGHTS, & SLIDING DOORS TO BE NOMORE THAN 0.3 cfm/sf. & SWING DOORSNO MORE THAN 0.5 cfm/sf. AS PER SECT.

PROTECTION PER SECT. R312.2 OF 2020 RCNYS

VENTILATION AREA SHALL BE 1/150 OF THEAREA OF THE VENTED SPACE (SECT. R806.2)

THIS PLAN AS DESIGNED REQUIRES (MIN) 1CONTINUOUSLY RUN EXHAUST FANCAPABLE OF (MIN) 60 c.f.m. WITH A MANUAL OVERIDE SWITCH AS PER

MECHANICAL VENTILATION RATE:

U-FACTOR ......... SHGC ...................

SECTION M1505.4.2 OF 2020 RCNYSSEE TABLES M1505.4.3(1) & M1505.4.3(2) & M1505.4.4 ( PAGE 1 )

VWD SOLARGAIN GLASS W/ ARGON

0.290.56

AS NOTED

CSB

FOUNDATION PLAN

37

sheet:PROJECT:

scale: date:

checked:drawn:

BUILDER:

CLIENT/LOCATION:

DATE BY DESCRIPTION

REVISIONS:




COPYRIGHT NOTICE :




COVENTRY RIDGE

2551 F

8 / 20

CDK

GLA PLAN 2224 R


BUILDING CORP.

DOUBLE F.JST'S UNDERPARALLEL PARTITION WALLSSEE DETAIL 12/N-1

REINFORCE FOUNDATIONWALL WITH PILASTERSSEE DETAIL 7/N-1

62'-0"

26'

-2"

21

'-1

0"

48'

-0"

3'-1"18'-4"3'-1"

24'-6"11'-6"

16'-0" 10'-0" 12'-2"

38'-2" 23'-10"

8'-0

"1

3'-1

0"8'

-3"

17'-1

1"

12'-8"12'-0"10'-4"14'-0"

12'-10"12'-4"13'-0"

4'-1

0"1

4'-2"

8'-1

"1

7'-1

1"

45'-0"

3'-0"

48'

-0"

23'-10"

4'-0"

DESI

GN &

LAYO

UT

BY O

THER

S

11

7/8

" I-J

OIS

TS 1

6" O

.C.

DESI

GN &

LAYO

UT

BY O

THER

S

11

7/8

" I-J

OIS

TS 1

6" O

.C.

(1)

1 3

/4" X

11

7/8

" 2.0

E LV

L

(1) 11 7/8" 2.0E LVL FOR ROLL-INSHOWER ABOVE

SUNKEN AREA

8" THICK / 9'-0" HIGHPOURED CONC. WALL ON 18" X 10" FT'G.





HOLD FRAME WALL AB'V.BACK 2" ON FOUND.

M.O. FOR 18/0 O.H.DOOR

3" O.D. ADJUSTABLE11 Ga. STEEL COLUMN ON30" X 30" X 12" CONC. FT'G.( 6 LOCATIONS )

CROCKLOCATIONMAY VARY

(1) 11 7/8" LVL HD'R @ STAIR OPN'G.

2X4 FRAME WALLAT STAIRS W/HAND RAIL

8" THICK / 4'-0" HIGHPOURED CONC. WALL ON 18" X 10" FT'G.FORM 2" LEDGE FORGARAGE SLAB

FORM 2" LEDGE FORGARAGE SLAB

OVER VAPOR BARRIERO/ GRAVEL BASE

3 1/2" CONC. FLOOR

BASEMENT

FILL

UNEXCAVATED

FURN

HW

HIGH EFFICIENCY FURN. TO BE SIZED & LOCATED BY HVAC CONTRACTOR

SDCO/

W 8" X 18# ST'L BM.

W 8" X 18# ST'L BM.

@ 16" O.C.2X10 F.J.'S

FURN.VENT

MIN. 8,500#

MIN. 8,000#MIN. 8,500#

UP 15 RISERS

12"

W 8" X 18# ST'L BM.

62'-0"

(1)

1 3

/4" X

11

7/8

" 2.0

E LV

L

2"


8" X 4" BLOCK ON

13'-0"

21'-0" 20'-0" 21'-0"

MIN. 9,000#MIN. 9,500# MIN. 9,000#

2868


SEE 6/N-1 FORPOURED WALL JUMPFT'G. DETAIL


2"

E

8'-0

"37'-0"

BASEMENT & FOUNDATION PLANSCALE: 1/4" = 1'-0"

ALL ENGINEERED FLOOR JOISTS TO BE

DESIGNED FOR 55 P.S.F. TOTAL LOAD

DESIGNED FOR 45 P.S.F. TOTAL LOADALL SLEEPING AREA JOISTS TO BE

MANUFACTURER TO THE SPECS BELOW:DESIGNED BY & LAYOUT TO BE DONE BY

ALL LIVING AREA JOISTS TO BE

ENGINEERED FL'R JOIST NOTE:

ENGINEERED I JOISTS MUST COMPLY WITHSECT. R302.13 OF 2020 RCNYSSEE DETAIL 18/N-1 FOR FIREPROOFING METHODS



PER SECT. R310.2.1 OF 2020 RCNYS




UNIT REQUIRES SAFETY GLAZINGT

E

= SPECIFIES THAT THIS OPERABLE WINDOW

PER SECT. R312.2 OF 2020 RCNYS UNIT REQUIRES FACTORY APPLIED FALL PROTECTION

FP


- 2X6 STUDS @ 16" O.C.

- DROPPED HEADER

- 2X4 STUDS @ 16" O.C.

- PROVIDE SOLID POSTING- GLUED & NAILED,

- FLUSH HEADER

EQUAL TO THE # OF HEADERS TO BESUPPORTED- UNLESS NOTED OTHERWISE

FRAMING LEGEND:NOTES:CONTRACTOR TO CONTACT THIS OFFICE PRIOR TO CONSTRUCTION IF THE ASSUMED GRADE DEPICTED

IS INACCURATE AND / OR WILL ALTER THE FOUNDATION DESIGN AND /OR STRUCTURE NOTED

REINFORCE FOUNDATION WALLS AS PER 2020 RCNYS. SEE PG. N-2 FOR REINFORCING CHARTS

ALL WINDOW R.O. HGT'S TO BE 6'-10 1/2" U.N.O.PROVIDE SOLID BLOCKING UNDER ALL BEARING POINTS DOWN TO FOUNDATION WALL AND / OR BEAMS

ALL ANGLES TO BE 45 DEG. U.N.O.

ALL APPLIANCES SHOWN TO BE BY OWNER OR AS PER CONTRACT BY BUILDERSMOKE (SD) & CARBON MONOXIDE (CO) DETECTORS SHALL BE INSTALLED AS PER SECT. R314 OF 2020 RCNYS

ALL EXTERIOR WINDOW & DOOR HEADERS TO HAVE MIN. R-5 INSUL. & TO BE MIN. (2)2X8'S OR (3)2X6'S ( U.N.O. )

PROVIDE DB'L JACK STUDS EA. SIDE OF LOAD BEARING OPENINGS > / = 4'-0"

SEE CONCRETE-ENCASED ELECTRODE DETAIL 19/N-1

8" THICK / 4'-0" HIGHPOURED CONC. WALL ON 18" X 10" FT'G.FORM 2" LEDGE FORGARAGE SLAB

BOMAN KEMP 5040EGRESS WINDOWSYSTEM OR EQUAL-WINDOW & WELL TO CONFORM TOSECT. R310 OF2020 RCNYS

VERIFY FINALLOC. & JOIST

ISLAND ABOVE-

PROVIDE ADD'N.SUPPORT IF REQ'D

DESIGNER TO

HWVENT

3'-10"

12

VARIES

ALUMINUM GUTTER ON2X6 FASCIA BOARD WITHVENTED SOFFITS2X6 STUDS AT 16" O.C.

R-21 BATT INSULATION1/2" DRYWALL

(2) 2X6 TOP PLATES

W/ VAPOR BARRIER

TYPICAL WALL SECTIONSCALE: 1" = 1'-0"

11 7/8" LSL RIM JOIST W/ R-21 INSULATION

FIRST FLOOR3/4" O.S.B. SUBFLOORGLUED AND NAILED11 7/8" I-JOISTS @ 16" O.C.SERIES DESIGN & LAYOUTBY JOIST MANUFACTURER -

3/8" EXT. PLYWD. OR 7/16" O.S.B. W/HOUSE WRAPSIDING AS SELECTED ATTACHEDAS PER 2020 RCNYS

ENGINEERED I JOISTS MUST

SEE DETAIL 18/N-1 FORFIREPROOFING METHODS

3"

BASEMENT /

FOUNDATION

WIN

DOW

R-15 INSULATION

FINISHED GRADE3"

(2) 2X6 PRESSURE TREATED SILL PLATE WITH SILLSEALER & 1/2" DIAM. / 10" LONG NON-CORROSIVE ANCHOR BOLTS @ 72" O.C.

FULL HEIGHT UP TO A10'-0" MAXIMUM HG'T

8" THICK / 9'-0" HIGH (4000 psi) POUREDCONC. WALL REINFORCED TO COMPLY WITHTHE RESIDENTIAL CODE OF NYS

(2) #4 BARS AROUND ALL WINDOWOPENINGS, AND SUCH BARS SHALLEXTEND AT LEAST 24" BEYOND THECORNERS OF OPENINGS.

EXPANSION JOINT

4" CONCRETE SLAB WITH6 MIL VAPOR BARRIEROVER 4" POROUS FILL

SOIL BACKFILL

GRAVEL BACKFILL

8" FORM-A-DRAIN FOUNDATION FOOTING,DRAINAGE, & RADON EVACUATION SYSTEM

# 5 VERTICAL REBAR@ 4'-0" O.C.

DAMPPROOF AS PER CODEW/ POLYETHYLENE WRAP

#4 HORIZONTAL REBAR@ 2'-0" O.C.

18" X 10" CONCRETEW/ (2) #5 REBARCONTINUOUS-SEE DETAIL 20/N-1 FORCONCRETE-ENCASEDELECTRODE DETAIL

COMPLY WITH SECT. R302.13OF 2020 RCNYS

INSULATION BAFFLE W/ MIN. 1" AIRSPACE@ ROOF DECK & BAFFLE TO EXTEND DOWN

R-38 CEILING INSULATION

ASPHALT SHINGLES ON 15# FELT ON5/8" EXTERIOR SHEATHING OR 7/16"SHEATHING WITH CLIPS

PRE-ENGINEERED ROOF TRUSSES @ 24" O.C.DESIGNED BY OTHERS - SECURE TOTOP PLATE W/ SIMPSON H4 HURRICANE TIESOR SDWC15600 TRUSS SCREW OR EQUAL

TO WALL FRAMING TOP PLATE

CONSTRUCTIONTRUSS EAVE

VAPOR BARRIER REQUIRED BETWEEN HEATEDLIVING SPACE & VENTED UNFINISHED ATTIC

(2) LAYERS OF ICE PROTECTION TO EXTEND FROM THE EAVE'SEDGE TO A POINT AT LEAST 24" INSIDE THEEXTERIOR WALL LINE OF THE BUILDING

AS NOTED

FOUNDATION PLAN

47

sheet:PROJECT:

scale: date:

checked:drawn:

BUILDER:

CLIENT/LOCATION:

DATE BY DESCRIPTION

REVISIONS:




COPYRIGHT NOTICE :




COVENTRY RIDGE

2551 F

8 / 20

CDK

GLA PLAN 2224 R


BUILDING CORP.

CSB

PIRCATVDATAKPDCCOSDSPVC

CH

= PASSIVE INFRARED= CABLE TV= CAT V / INTERNET= KEY PAD= DOOR CONTACT= CARBON MONOXIDE DET.= SMOKE DETECTOR= SPEAKER= VOLUMN CONTROL

= DOOR CHIME

S

S3

S4

LIGHT

R

F

THREE SWITCHES CONNECT TO ONE LIGHT

TWO SWITCHES CONNECT TO ONE LIGHT

SINGLE SWITCH CONNECT TO LIGHT

RECESSED LIGHT

DUPLEX ( 2 OUTLET UNIT)

= BATHROOM FAN / LIGHTWP

EXTERIOR DUPLEX ( 2 OUTLET UNIT)

BASEMENT ELECTRICAL LAYOUTSCALE: 1/4" = 1'-0"

FLOURESCENT LIGHT IN CLOSET

CROCKLOCATIONMAY VARY

FURN

HW

SDCO/

FURN.VENT

GFI

AC UNIT

2868

ELECTRICALPANEL

S S3

HWVENT

AS NOTED

CSB

FIRST FLOOR PLAN

57

sheet:PROJECT:

scale: date:

checked:drawn:

BUILDER:

CLIENT/LOCATION:

DATE BY DESCRIPTION

REVISIONS:




COPYRIGHT NOTICE :




COVENTRY RIDGE

2551 F

8 / 20

CDK

GLA PLAN 2224 R


BUILDING CORP.

SCALE: 1/4" = 1'-0"

STAIR SECTION

GARAGE4" CONC. SLAB REINFORCED W/ 6"X6" 10/10 W.W.M. ( OVER VAPOR BARRIER IF REQ'D BY THE INSPECTOR )

FIREPROOF AS PER CODE W/ 5/8" TYPE 'X' DRYWALL ON GARAGE SIDE & 1/2" TYPE 'X' ON HOUSE SIDE

45'-0"

62'-0"

8'-2" 13'-10" 4'-7" 35'-5"

15'-0" 14'-10" 4'-6" 4'-6" 9'-0" 8'-2" 6'-0"

3'-0"

48'

-0"

4'-6" 7'-0" 4'-6" 5'-0" 10'-9" 6'-3"

13'-4" 2'-8" 10'-0" 12'-0"

16'-0" 22'-0" 24'-0"

10'-0" 11'-6" 24'-6"

12'-3"12'-3"10"8'-4"10"

62'-0"

18'

-1"

7'-1

1"

23'-0"

3'-0"

10'

-4"

4'-8"

26'

-0"

22'-0"

48'

-0"

9'-7"10'-3"4'-2"

5'-8"

4'-8"

15'-8"

9'-7"4'-8"5'-7"2'-2"14'-9"3'-3"5'-8"3'-8"4'-6"

6'-4"

8'-0

"1

4'-0"

4'-4"

3'-8"

18'

-0"

2'-4"

2'-4"

7'-10"

4'-0"

8'-4

"9'

-8"

4'-0"

12'-0"4'-4"9'-6"

3'-8"

4'-0"

7'-0"

5'-0"

3'-1

0"1

'-8"

6'-1

0"

2'-0"

CLO

SET

ROD/

SHC

LOSE

T

ROD/

SH

ROD/SH

CLOSET

GUARD RAIL

DN 15 RISERS

3060

3060-2

54" VAN.

'A' S

TEP

TRUSS

ES 2

4" O

.C.

DESI

GN &

LAYO

UT

BY T

RUSS

MANF.

'A' T

RUSS

ES 2

4" O

.C.

DESI

GN &

LAYO

UT

BY T

RUSS

MANF.

'B' S

TEP

/ TR

AY

TRUSS

ES 2

4" O

.C.

'C' GIRDER TRUSS'D' GIRDER TRUSS

DESIGN & LAYOUT BY TRUSS MANF.

'C' TRUSSES 24" O.C.

PITC

H FL

OO

R

1/8

" PER

FO

OT

18/0 X 7/0 O.H. DOOR

(2) 1 3/4" X 11 7/8" LVL HD'R

SHELVES

BENCH

48" COUNTERWITH SINK

2868

2868

2868

2868

308

0

20

MIN

.

2068 2068

286

8

W/

S.C

.

286

8

2668

2668

1668

1668

2068

2868

286

8

15 LITE

OVE

NS

REFRIG.

DW.

60" UPPERCAB'S

264

0

(2) 2X10'S

286

0

LINEN

306

8 C

.O.

36" GAS DIRECT VENTFIREPLACE AS SEL'D.

TYP.

3056-3 50603060 3060 2660-2

KIT.

FINAL LAYOUTBY OTHERS

9' CEILING

DINING9' CEILING

LAUN.9' CEILING

STUDY9' CEILING

ENTRY9' CEILING

BDRM. 29' CEILING

BATH9' CEILING

FOYERTRAY CEILING

MASTERBDRM.9' CEILING GREAT ROOM

STEP CEILING

9'-0"10'-0"

M.T.

2868

(2) 2X10'S(2) 9 1/4" LVL HD'R

T

STEP

W.I.C.9' CEILING

PAN.

(2)

2X1

0'S

10" X 10"COLUMN

PORCH4" CONC. SLAB

5480 C.O. 3480 C.O.

(2) 9 1/4" LVL HD'R

T. STAT

SNAC

K BA

R

E7A

7B

7C

7D

E

HANG TRUSSES OVER FRONTDOOR FROM 'D' GIRDER TRUSS

N-19

T

T

TT

F

F

SDCO/

SDCO/

AC UNIT

SD

SD

9'-4"2'-8"

@ 24" O.C.

'D' TRUSSES

5'-8"

N-110

10880

9'-0" 4'-6"32" X 60" TUBSHOWER UNIT

FP. VENT

DRYER VENT

SEC.STAIR

BENCH

STEPS TO GRADE W/ GUARD RAIL ASREQ'D BY CODE

METAL HANGERS

TRUSS MANF. TO SPECALL TRUSS TO TRUSS

2'-0"

TYP.

9'-0"10'-0"

'B' T

RAY

TRUSS

ES 2

4" O

.C.

TRUSS MANF. TOVERIFY ACTUALLOAD AT GIRDER-TO-GIRDER CONNECTIONS &TO SPECIFY A MIN.METAL HANGER TOSUPP. THAT LOAD

NOTE:TRUSS

NOTES:

FIRST FLOOR PLANSCALE: 1/4" = 1'-0"

2224 SQ. FT.

FIRST FLOOR PLATE HG'T TO BE 9'-1 1/8" ( UNLESS NOTED OTHERWISE )ALL WINDOW R.O. HGT'S TO BE 6'-10 1/2" U.N.O.PROVIDE SOLID BLOCKING UNDER ALL BEARING POINTS DOWN TO FOUNDATION WALL

ALL ANGLES TO BE 45 DEG. U.N.O.

ALL APPLIANCES SHOWN TO BE BY OWNER OR AS PER CONTRACT BY BUILDERSMOKE (SD), CARBON MONOXIDE (CO), & HEAT DETECTOR (HD), SHALL BE INSTALLED AS PER SECT. R314 OF 2020 RCNYS

ALL EXTERIOR WINDOW & DOOR HEADERS TO HAVE MIN. R-5 INSUL. & TO BE MIN. (2)2X8'S OR (3)2X6'S ( U.N.O. )

PROVIDE DB'L JACK STUDS EA. SIDE OF LOAD BEARING OPENINGS > / = 4'-0"

- 2X6 STUDS @ 16" O.C.

- DROPPED HEADER

- 2X4 STUDS @ 16" O.C.

- PROVIDE SOLID POSTING- GLUED & NAILED,

- FLUSH HEADER

EQUAL TO THE # OF HEADERS TO BESUPPORTED- UNLESS NOTED OTHERWISE

FRAMING LEGEND:

THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FROMTHE SHOWER OR TUBS.



PER SECT. R310.2.1 OF 2020 RCNYS




UNIT REQUIRES SAFETY GLAZINGT

E

= SPECIFIES THAT THIS OPERABLE WINDOW

PER SECT. R312.2 OF 2020 RCNYS UNIT REQUIRES FACTORY APPLIED FALL PROTECTION

FP


3060

PROVIDE PORTAL FRAMEAS PER SECT. R602.10.6.3 OF 2020 RCNYSSEE DETAIL PG. N-2

HD

'A' S

TEP

TRUSS

ES 2

4" O

.C.

DESI

GN &

LAYO

UT

BY T

RUSS

MANF.

'A' T

RUSS

ES

@ 2

4" O

.C.

9'-0"

GUARD RAIL

4'-4"

11 7/8" I JST'S

6'-8

"

15 EQUAL RISERSTREADS AT 9.0" + 1 1/8" NOSING

MIN

. HEA

DRO

OM

@ 16" O.C.

8'-0

" R.O

. HG

'T

8'-0

" R.O

. HG

'T

8'-0

" R.O

. HG

'T

8'-0

" R.O

. HG

'T

N-19

7'-0"

264

0

F

F

14'-0"

10'

-2"

6'-2

"1

4'-8"

22'-3"

6'-6

"3'-7"

12'-8"

2'-2"5'-4"4'-8"

(2)

ROD/

SH2868 PKT.

5 SHELVES

166

8285

0

5 S

HELV

ES

CUSTOM TILEROLL-IN SHWR.

48" VAN.

LINEN

MSTR.BATH

9' CEILING

M.T

.

ACCESSATTIC

T

285

0

286

8

286

8 PK

T. D

R.

(1)

ROD/

SH

(2)

ROD/

SH(1

) RO

D/SH

48"

VAN.

(2) 2X10'S

AutoCAD SHX TextCAST IRON

AutoCAD SHX TextBATH

AutoCAD SHX TextDYNAMETRIC

AutoCAD SHX TextK-520

AS NOTED

CSB

FIRST FLOOR PLAN

67

sheet:PROJECT:

scale: date:

checked:drawn:

BUILDER:

CLIENT/LOCATION:

DATE BY DESCRIPTION

REVISIONS:




COPYRIGHT NOTICE :




COVENTRY RIDGE

2551 F

8 / 20

CDK

GLA PLAN 2224 R


BUILDING CORP.

PIRCATVDATAKPDCCOSDSPVC

CH

= PASSIVE INFRARED= CABLE TV= CAT V / INTERNET= KEY PAD= DOOR CONTACT= CARBON MONOXIDE DET.= SMOKE DETECTOR= SPEAKER= VOLUMN CONTROL

= DOOR CHIME

S

S3

S4

LIGHT

R

F

THREE SWITCHES CONNECT TO ONE LIGHT

TWO SWITCHES CONNECT TO ONE LIGHT

SINGLE SWITCH CONNECT TO LIGHT

RECESSED LIGHT

DUPLEX ( 2 OUTLET UNIT)

= BATHROOM FAN / LIGHTWP

EXTERIOR DUPLEX ( 2 OUTLET UNIT)

FIRST FLOOR ELECTRICAL LAYOUTSCALE: 1/4" = 1'-0"

FLOURESCENT LIGHT IN CLOSET

T. STATF

F

SDCO/

SDCO/

AC UNIT

SD

SD

DRYER VENT

HD

GARAGE

KIT.DINING

LAUN.

STUDY

ENTRYGALLERY

BDRM. 2

MSTR.BATH

BATH

FOYER

MASTERBDRM.

GREAT ROOM

W.I.C.

PORCH

POST

R R

R

R

R

R

R

R

R

R

R

R

SIREN

CATVDATA

CATVDATA

CATVDATA

CATVDATA

CH

WP

WP

220 V

220 V

R

FLOOD

DISPOSALAIR SWITCH

R

S S4

S

S

S SS3

S3S

4

S3

S S

S3

S

S

S S

S3

S3

SS3

S S 3

S3

SS

S S S S

S

S3S

S3

S S3

S3

F

F R

S

SSS S

S S

S

GASMETER

ELECTRICMETER

R

R

R

R

220 V & GAS

SWITCH HG'T

R

AutoCAD SHX TextCAST IRON

AutoCAD SHX TextBATH

AutoCAD SHX TextDYNAMETRIC

AutoCAD SHX TextK-520

AS NOTED

CSB

SECTIONS

77

sheet:PROJECT:

scale: date:

checked:drawn:

BUILDER:

CLIENT/LOCATION:

DATE BY DESCRIPTION

REVISIONS:




COPYRIGHT NOTICE :




COVENTRY RIDGE

2551 F

8 / 20

CDK

GLA PLAN 2224 R


BUILDING CORP.

12'-3" 12'-3"

24'-6"16"

4'-0"

10'

-7"

19 5/16"

6" 2"

8"

BUILDING SECTIONC7 SCALE: 1/4" = 1'-0"

FIEL

D VER

IFY

GARAGEPLATE

TOP OF FT'G.

TOP OF POUR

HEEL

10

12 12

10

'C' TRUSSES@ 24" O.C.

UNEXCAVATED 8" THICK / 4'-0" HIGHPOURED CONC. WALL ON 18" X 10" FT'G.FORM 2" LEDGE FORGARAGE SLAB

SCALE: 1/4" = 1'-0"

BUILDING SECTIOND7

GARAGE4" CONC. SLAB REINFORCED W/ 6"X6" 10/10 W.W.M. ( OVER VAPOR BARRIER IF REQ'D BY THE INSPECTOR )

FIREPROOF AS PER CODE W/ 5/8" TYPE 'X' DRYWALL ON GARAGE SIDE & 1/2" TYPE 'X' ON HOUSE SIDE

13'-0"13'-0"

26'-0" 16"

19 5/16"

HEEL

10

1212

10

FILL

PORCH

4" REINF.CONC. SLAB

R-15 FULLHEIGHT

BEDRM. 2

11 7/8" I JST'S @ 16" O.C.

R-21

R-38 INSUL.

BASEMENT3 1/2" CONC. FLOOR OVER VAPOR BARRIEROVER GRAVEL BASE

(2) 2X10'S

'D' TRUSSES@ 24" O.C.


8" X 4" BLOCK ON10" THICK / 9'-0" HIGHPOURED CONC. WALL ON 20" X 10" FT'G.

BUILDING SECTIONA7 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

BUILDING SECTIONB7

12

7

12

7

W 8" X 18#ST'L BM.

W 8" X 18#ST'L BM.

20'-0"20'-0"

40'-0"

16"2'-6"13'-4"24'-2"

9'-0

" 9

'-1

1/8

"1

6"

6'-1

0 1

/2"

12"

R-15 FULLHEIGHT

11 7/8" I JST'S @ 16" O.C.

R-21

GREAT RM.GALLERYSTUDY

R-38 INSUL.


3" O.D. ADJUSTABLE11 Ga. STEEL COLUMN ON30" X 30" X 12" CONC. FT'G.

STEP CEILING

GUARD RAIL

R.O.

TOP OF POUR

TOP OF FT'G.

PLATE

SUBFL'R.

HEEL

'A' STEP TRUSSES@ 24" O.C.

FLAT BOTTOM CHORDFOR ST'D 'A' TRUSSES

15 EQUAL RISERSTREADS AT 9.0" + 1 1/8" NOSING

11 7/8" I JST'S @ 16" O.C.


7

12

12

7

W 8" X 18#W 8" X 18#ST'L BM.ST'L BM.

20'-0"

40'-0"

20'-0"

16"14'-8"

9'-1

1/8

"

6'-1

0 1

/2"

16"

R-15 FULL

11 7/8" I JST'S @ 16" O.C.

PLATE

SUBFL'R.

12"

HEIGHT

HEEL

@ 24" O.C.

R-21

MASTER BDRM.FOYER

R-38 INSUL.


3" O.D. ADJUSTABLE11 Ga. STEEL COLUMN ON30" X 30" X 12" CONC. FT'G.

R.O.

'B' STEP / TRAY TRUSSES

2'-0"5'-0"2'-6"

TRAY CEILING

4'-0"16"

BATH


FILL

PORCH

4" REINF.CONC. SLAB

'D' TRUSSES@ 24" O.C.

'D' GIRDERTRUSS

2X8 RAFTERS@ 24" O.C.

612

HANG TRUSSES OVER FRONTDOOR FROM 'D' GIRDER TRUSS


8" X 4" BLOCK ON

9'-0

"

TOP OF POUR

TOP OF FT'G.

12"

2'-6"13'-4"

FLAT BOTTOM FOR'B' TRAY TRUSSES

8'-0

"

SUBFL'R.

R.O. (2) 9 1/4" LVL HD'R

(2) 2X8'S

AS NOTED

CSB

DETAILS

Nsheet:PROJECT:

scale: date:

checked:drawn:

BUILDER:

CLIENT/LOCATION:

DATE BY DESCRIPTION

REVISIONS:




COPYRIGHT NOTICE :




1

COVENTRY RIDGE

2551 F

8 / 20

CDK

GLA PLAN 2224 R


BUILDING CORP.

8" ASSUMED GRADE

LOCATIONST'D. FOOTING

3'-6"

MIN

. M

IN. B

ELO

W F

INAL

GRA

DE

8"3'-6"

MIN

. M

IN. B

ELO

W F

INAL

GRA

DE

TOP OF SLAB

2X6 STUD FRAMEWALL W/ INSUL.AS PER PLAN

2X6 PR. TR. SILLW/ 1/2" ANCHORBOLTS @ 72"O.C.

TOP OF SLAB

2" RIGID INSULATIONTHERMAL BREAK3 1/2" CONCRETE SLAB O/ VAPOR BARRIER &GRAVEL BASE

ALT. R-10 INSUL.LOCATION (2' LENGTH)

R-10 RIGID INSULATIONMIN. 2'-0" VERITICALLY

6" X 4" X 16" C.M.U. ON (1) CRS6" BLOCK ON 4 COURSES OFCONCRETE BLOCK & FOOTINGEQUAL TO ST'D. HOUSEFOUNDATION

EXTERIOR C.M.U.FOUNDATION WALL-SEE PLAN FORSIZE, COURSES, &FOOTING SIZEST'D. FOOTINGLOCATION

ASSUMED GRADE

INSULATION PER PLAN


R-10 RIGID INSULATION MIN.2'-0" VERITICALLY

5 COURSES OF CONCRETEBLOCK & FOOTING EQUALTO ST'D. HOUSEFOUNDATION

WALK OUT DETAILSCALE: 1/2" = 1'-0"

ON C.M.U.2X6 FRAME WALL


C.M.U. 1N-1

3'-6"

8"

MIN

. BEL

OW

FIN

AL

GRA

DEM

IN.

6"

LOCATIONST'D. FOOTING

TOP OF SLAB

ASSUMED GRADE

MIN

. BEL

OW

FIN

AL

GRA

DEM

IN.

ASSUMED GRADE

3'-6"

8"

TOP OF SLAB

2X6 STUD FRAMEWALL W/ INSUL.AS PER PLAN

2X6 PR. TR. SILLW/ 1/2" ANCHORBOLTS @ 72"O.C.

2" RIGID INSULATIONTHERMAL BREAK

3 1/2" CONCRETE SLAB O/ VAPOR BARRIER &GRAVEL BASE



POURED CONCRETEFOUNDATION WALL

ST'D. FOOTINGLOCATION




ON POURED CONC.2X6 FRAME WALL


POURED CONC.

EXTERIOR INSULATED2 PLY HEADER DETAILSCALE: 1" = 1'-0"

EXTERIOR INSULATED3 PLY HEADER DETAILSCALE: 1" = 1'-0"

2 PLY LVL HEADER DETAILSCALE: 1" = 1'-0"

EXTERIOR INSULATED

EXTERIOR 2X6INSULATED WALL

(2) PLY HEADER AS SPECIFIED(MIN. (2)2X8'S UNLESS NOTEDOTHERWISE)

2" (R-5 MIN.) RIGIDINSULATION

EXTERIOR WINDOW / DOOR


(3) PLY 1 1/2" DIMENSIONALHEADER AS SPECIFIEDMIN. (3) 2X6'S UNLESS NOTEDOTHERWISE

1" (R-5 MIN.) RIGID INSUL.

EXTERIOR WINDOW / DOOR EXTERIOR WINDOW / DOOR

(2) PLY 1 3/4" LVL HD'R. ASSPECIFIED


SCALE: 1/2" = 1'-0"

I JST / GIRDER DETAIL

HANG JST'S FROM(1) LVL EQ. TO JOIST DEPTHSISTERED TO BOTTOMCHORD OF GIRDER

GIRDER TRUSS TO SUPP.MIN. P.L.F. AS PER PLAN

2ND FLOOR BEARINGFRAME WALL AB'V.

4'-0"MAX.

SCALE: 1/4" = 1'-0"

FOOTING DETAILC.M.U. JUMP

(2) 4" X 8" X 72" LONGCONCRETE LINTEL TO SPANOVERDIG BETWEENGARAGE & HOUSE FOUND.

C.M.U. FOUNDATIONAS PER PLAN

6" BLOCK ON 5 CR'S 8" BLOCKON 16" X 8" FT'G.

4'-0"

3'-0"3'-0" 4'-0"

VARI

ES

5'-0"

MAX. E

LEV. C

HANG

E

MAX.

TALL (HOUSE) WALL SHORT (GARAGE) WALL

FOOTING DETAILSCALE: 1/4" = 1'-0"

POURED WALL JUMP

(4) #4REBAR

POURED CONCRETEFOUNDATION WALL

CONCRETEFOOTING

OVERDIGAREA

DOUBLE FLOOR JST'S UNDERPARALLEL PARTITION WALL DETAIL

PARALLELPARTITION WALL SUBFLOOR AS PER

F.JST'S AS PER PRINT

TYPICAL WALL SECTION

DECK TO LEDGER BD & BAND BD.GENERAL ATTACHMENT OF

SCALE: 1/2" = 1'-0"

FOUNDATIONWALL

FLOORFRAMING

'2X' BAND JST ORENGINEERED RIM

REMOVE SIDING AT LEDGERPRIOR TO INSTALLATION

CONTINUOUS FLASHING W/DRIP EDGE

DECK JOIST PER PLAN

APPROVED JOIST HANGER

'2X' LEDGER EQUAL TO OR GREATER THAN JOISTS W/

2" MIN.

SIMPSON DTT1Z OR EQUAL

DISTRIBUTED ALONG DECK & (1)W/I 24" OF EA. END OF LEDGER.

HOLD-DOWN DEVICE MIN. 750 LBCAP. @ 4 LOCATIONS, EVENLY

FIGURE R507.5.1 (1) 2020 RCNYS

DECK BEAM TO DECK POST &NOTCHED POST-TO-BEAM CONNECTION

MULTIPLE PLYBEAM

(2) 1/2" DIAM.THRU- BOLTS ORAPPROVED

POST NOTCH FORFULL-BEAM BEARING

2 1/2" MIN.

BEAM SPLICE(IF REQ'D.)

DECK POST

APPROVEDPOST CAP

BEAM OVER POST CAP

2" MIN.

2" MIN.

5" MAX.

5.5" MIN. FOR 2X86.5" MIN. FOR 2X107.5" MIN. FOR 2X12

3/4" MIN.

FIGURE R507.9.1.3 (1) OF RCNYS

PLACEMENT OF LAG SCREWS& BOLTS IN LEDGERS

GUARD REQUIREMENT AS PER R312OF 2020 RCNYS

SCALE: 1/2" = 1'-0"

TYPICAL GUARD RAIL DETAIL

36"

MIN

IMUM

MAX. SPACING6'-0"

4"X4" POST. TYP.DO NOT NOTCH

2X6 OR 5/4 BD.RAIL CAP

2X4 TOP &BOTTOM

OPENINGS SHALL NOTALLOW PASSAGE OF 4"DIAM. SPHERE

2X2 PICKETTYP.

(2) 1/2" DIAM.THRU BOLTS W/WASHERS

4"

16"

2"

CAST-IN-PLACEFOUNDATION WALL

MIN. COVER

VERTICALLYAT CORNERS

TIE VERT. REBARTOGETHER W/ #3REBAR @ 12" O.C.

(4) #5 REBAR

PILASTER DETAILSCALE: 1" = 1'-0"

POURED WALL

PILASTER TO BE PLACED @20'-0" O.C. MAX. ALONG WALL

ENGINEERED I JOISTSAS PER PLAN

N.T.S.

N.T.S.

N.T.S.

6"

4"

7 1

/4"

CROWN MLDGAS SEL'D

2X8BLK'G.

2X2BLK'G.

1X6 TRIM1X5 TRIM

WALL6"

CEILING4 1/4"

COFFERED BEAM DETAILN.T.S.

FLOOR SHEATHI

Design Review & Historic Preservation Board Agenda July 9 ...David Wigg voted aye RESIDENTIAL APPLICATION FOR REVIEW 9 White Briar The Applicant is requesting design review for the

Documents