Zoning Board of Appeals

PROVIDE GAS LINE FOR HOOKUP ROW OF RECENTLY PLANTED TO GRILLE. GREEN GIANTS PROVIDE ELECTRICAL SERVICE FOR KITCHEN EQUIPMENT AS WELL AS HOT AND COLD WATER LINES WITH DRAIN CONNECTED TO NEARBY BASEMENT 100.00’ Anton Martinez, AIA 3’ - 0” V.I.F. 14’ - 0” Architect P.C. 8’ - 0” V.I.F. SHADED AREA REPRESENTS EXISTING 10 Ft TALL OUTLINE OF BRICK PAVERS GAS GRILLE SKIP LAUREL TO BE REMOVED 5’ - 0” EXIST’G BRICK PAVERS 12” WIDE STONE WALL TO REMAIN 150 Ancon Avenue 18” ABOVE DECK 10’ - 0” 10’ - 0” BLUESTONE ISLAND Pelham, New York 10803 3 PROVIDE ELECTRICAL EXIST’G BLUESTONE POWER @ BACK OF WALL (2) 2 x 10 MAIN GIRDER STEPS AND LANDING FOR TV AND CONVENIENCE TO BE REMOVED IN CENTER OF DECK Plans are not to be scaled. All contractors are to make no assumptions with regard to these plans. any additional TYPICAL 12” DIA. FOOTING NOTE information or dimensions required to properly 13’ - 6” 42” x 42” REFER TO MISC. DETAILS PROPOSED DECK TO BE SET estimate or erect this project will be supplied by the architect BLUESTONE upon request. FLUSH WITH +/- 20” ABOVE EXIST’G GRADE The contractor and sub-contractors shall verify in the field all DECK 2 4 OR PAVERS TO BE REMOVED dimensions and conditions indicated in these drawing and be responsible for same. Any discrepancies between the drawings and field conditions should be reported to the architect before proceeding with the work. TYPICAL 2 x 10 JOISTS PROPOSED TRELLIS These drawings shall not be altered without the consent and knowledge of the architect. These drawings and other @ 16” O.C. 8’ - 0” CLEAR ABOVE EXISING GARAGE documents prepared by the architect are the instrument of the NEW WOOD DECK architect’s service for the use soley with respect to this project. The architect is the author of these documents and retains all common law, statutory and other reserved rights, including the BENCH BENCH copyright. Reproduction without permission is prohibited. It is a violation of the New York State Education Law for any person, unless acting under the direction of a Licensed 1 Professional Engineer or Architect to alter any item on this drawing and/or related specification. All alterations must be made in compliance with the New York State Education Law. The professional Architect whose seal appears hereon assumes no responsibility for any such alteration or re-use EQ. 4’ - 0” EQ. without his consent. 10’ - 0” 19’ - 10” EXISING SINGLE FAMILY DWELLING REVISIONS: No Date Description SUN ROOM (NO CHANGE) 1 05-14-21 Coordination BOULEVARD 75.00’ 75.00’ EXISING ASPHAL DRIVEWAY KEY PLAN NORTH PROJECT EXISING BLUESTONE WALK AND STOOP Alteration to The Residence of Gregory & Brenna Barlow 302 Cliff Avenue Pelham, NY 10803 DRAWING TITLE SITE PLAN 100.00’ PROPSED CHANGES SEAL & SIGNATURE DATE: 04-12-21 PRINTING PAPER SIZE 24” X 36” PROJECT No.: CLIFF AVENUE DRAWING BY: CHK BY: DWG No.: FOR PRICING 05-05-21 CAD FILE No.: A.1  Anton Martinez, AIA Architect P.C. 4” 11 ‘ - 8” 4” 2’ - 0” 4” REFER TO MANUFACTURER’S CUT SHEETS FOR DIMENSIONS OF EQUIPMENT AND REQUIRED TOLERANCES 150 Ancon Avenue Pelham, New York 10803 6” UNDERMOUNT SINK ISLAND CONSTRUCTION TO BE 4” CMU WITH SMOOTH STUCCO FINISH. Plans are not to be scaled. All contractors are to make no COUNTER TOP, BACKSPLASH AND assumptions with regard to these plans. any additional CAP OVER TOP OF WALLS TO BE information or dimensions required to properly STONE SELECTED BY OWNERS. estimate or erect this project will be supplied by the architect 3’ - 6” 3’ - 0” DOORS TO BE STAINLESS STEEL upon request. FINISH TO MATCH APPLIANCES. The contractor and sub-contractors shall verify in the field all dimensions and conditions indicated in these drawing and be responsible for same. Any discrepancies between the drawings and field conditions should be reported to the architect before proceeding with the work. These drawings shall not be altered without the consent and NOTE knowledge of the architect. These drawings and other CMU WALLS TO SIT ON REINFORCED documents prepared by the architect are the instrument of the CONCRETE FOOTING @ A MIN. OF architect’s service for the use soley with respect to this project. 3’ - 6” BELOW GRADE. The architect is the author of these documents and retains all common law, statutory and other reserved rights, including the copyright. Reproduction without permission is prohibited. It is a violation of the New York State Education Law for any person, unless acting under the direction of a Licensed Professional Engineer or Architect to alter any item on this BEAVERAGE DISPENSER ICE MAKER GRILLE SINGLE BURNER REFRIGERATOR SINK drawing and/or related specification. All alterations must be made in compliance with the New York State Education Law. The professional Architect whose seal appears hereon assumes no responsibility for any such alteration or re-use without his consent. FRONT ELEVATION SECTION 1 SCALE: 1” = 1’ - 0” 2 SCALE: 1” = 1’ - 0” REVISIONS: No Date Description 1 05-06-21 Appliance placement BEAVERAGE DISPENSER ICE MAKER GRILLE SINGLE BURNER REFRIGERATOR SINK 14” x 16” KEY PLAN OVERHEAD VIEW 3 SCALE: 1” = 1’ - 0” NORTH PROJECT Alteration to The Residence of Gregory & Brenna Barlow 302 Cliff Avenue Pelham, NY 10803 DRAWING TITLE MISC. COOKING EQUIPMENT DETAILS SEAL & SIGNATURE DATE: 04-12-21 PRINTING PAPER SIZE 24” X 36” PROJECT No.: DRAWING BY: CHK BY: DWG No.: FOR PRICING 05-05-21 CAD FILE No.: A.2  PROPOSDED PROPOSDED VEGETATION PERGOLA PROPERTY LINE Anton Martinez, AIA OUTSIDE CORNER INSIDE CORNER OF HOUSE OF HOUSE Architect P.C. ADJACENT GRADE @ 108 BOULEVARD 8’ - 0” CLEAR EXISTING 10 Ft TALL COOKING ISLAND SKIP LAUREL BENCH 2 12” 150 Ancon Avenue BENCH Pelham, New York 10803 2” THICK BLUESTONE CAP CROSS SECTION THROUGH DECK & PERGOLA Plans are not to be scaled. All contractors are to make no 6 SCALE: 1” = 1’ - 0” FULL THICKESS STONE CONSTRUCTION FOR PORTION OF WALL EXPOSED 18” 42” x 42” BLUESTONE PAD assumptions with regard to these plans. any additional information or dimensions required to properly estimate or erect this project will be supplied by the architect ON 6” REINF. CONC. SLAB ABOVE GRADE & DECK upon request. The contractor and sub-contractors shall verify in the field all dimensions and conditions indicated in these drawing and be responsible for same. Any discrepancies between the 12” 16” O.C. TYP. drawings and field conditions should be reported to the architect before proceeding with the work. These drawings shall not be altered without the consent and 2 x 4 CEDAR knowledge of the architect. These drawings and other TYPICAL documents prepared by the architect are the instrument of the architect’s service for the use soley with respect to this project. The architect is the author of these documents and retains all common law, statutory and other reserved rights, including the copyright. Reproduction without permission is prohibited. It is a violation of the New York State Education Law for any LINE OF EXIST’G GRADE person, unless acting under the direction of a Licensed 2 x 10 CEDAR Professional Engineer or Architect to alter any item on this LINE OF EXIST’G GRADE @ 16” O.C. drawing and/or related specification. All alterations must be made in compliance with the New York State Education Law. The professional Architect whose seal appears hereon assumes no responsibility for any such alteration or re-use 2 x 10 CEDAR without his consent. BOLTED TO POSTS 8” CMU FOUNDATION AND BACKUP FOR STONE REVISIONS: VENEER ABOVE GRADE OUTSIDE CORNER 6 x 6 CEDAR POSTS INSIDE CORNER OF HOUSE OF HOUSE No Date Description 12” CMU FOONDATION 1 05-14-21 Coordination BOTTOM OF 8” CMU FOUNDATION @ BOTH ENDS 3’ - 6” FROST LINE TYPIAL PERGOLA DETAIL @ EDGE OF DECK PERGOLA DET. AGAINST HOUSE SECTION THROUGH COOKING ISLAND 6 SCALE: 1” = 1’ - 0” 7 SCALE: 1” = 1’ - 0” 1 SCALE: 1” = 1’ - 0” 1’ - 6” KEY PLAN BLUESTONE PAVERS ON 6” POURED REINF. CONCRETE SLAB 1 x 6 IPE DECKING 1’ - 6” THROUGHOUT ALL JOIST HANGERS TO BE 1 x 6 IPE DECKING STAINLESS STEEL BRACKET SIMPSON GALV. STRONG TIE THROUGHOUT SECURED TO 4 x 4 POSTS 1 x AZEK TRIM BOARD OR EQUAL. @ MAX. 4 Ft O.C. (TYPICAL) 1 x 6 IPE TREADS 2 x 12 PRESSURE TREATED TYPICAL 2 x 10 STRINGERS @ 16” O.C. WITH PRESSURE TREATED SIDES COVERED WITH AZEK NORTH @ 16” O.C. LINE OF EXIST’G GRADE 2’ - 0” +/- GALVANIZED METAL BRACKET BOLTED TO STRINGERS AND CONCRETE PAD PROVIDE STOP FOR LINE OF EXIST’G GRADE CONCRETE LANDING PAD PROJECT GRADING AT EDGE 2’ - 0” Alteration to OF ISLAND 6 GRAVEL BED 1’ - 0” COMPACTED FILL OUTLINE OF EXIST’G The Residence of BRICK PAVERS TO BE REPLACED BY 6” 6” GRAVEL COURSE Gregory & Brenna Barlow GRAVEL BED 14” POURED CONC. NEW 12” O POURED UNDER PAD 302 Cliff Avenue FOOTING FOR PERGOLA CONC. FOOTING 3’ - 0” WIDE ALONG ENTIRE WIDTH OF STAIR Pelham, NY 10803 12 x 12 CONC. FOOTINGS 42” BELOW GRADE @ ALL (4) CORNERS OF ISLAND DRAWING TITLE MISC. CONSTRUCTION DETAILS 3’ - 6” FROST LINE 3’ - 6” FROST LINE TYPIAL TYPIAL SEAL & SIGNATURE DATE: 04-12-21 PRINTING PAPER SIZE 24” X 36” PROJECT No.: DRAWING BY: CHK BY: DWG No.: DETAIL OF PERGOLA FRAMING DETAIL @ EDGE OF DECK DETAIL @ INTERM, SUPPORT DETAIL @ STEP TO LAWN 5 SCALE: 1” = 1’ - 0” 4 SCALE: 1” = 1’ - 0” 3 SCALE: 1” = 1’ - 0” 2 SCALE: 1” = 1’ - 0” CAD FILE No.: A.3