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HomeMy WebLinkAboutBP25-150 i ■ x r O N = a 0.0 w z a v oarci V Q Ln W x � ; yv3 �j fi x ■ L4 W O "'' c� C 8 � by �j F p -01-4 0 `n Q ° o a _ rT �/ J I � y�-, z C � V va o v o 0-.4 0 e u q U s Ur M U W G4 � w OQt,"-, N 00 0-4 ON Cq U O W a� aoE a w 7e O g v UPO W W oH 4.4 x : • M� z U O V � p � � � � � � H M W W 0 ° o A W z 4 0 � ' 13 g o � -r 0 9N BUILI} _ MENT VIL 1E OF RYE OK 938 KING T RYE BR Y,NY 10573 JUN ' 4 2025 IDD re VILLAGE OF RYE BROOK RI_.;p nlr4G nF_FARTMEN T r**trt#rr*+r+rt#####rt*rtrtrt##*rtrrrww*wttrrr*rrww####r***rtrtt#rrrrrtrt+rt#*t###twwwrrrr*##r#rww#tt*###rr+*+rt*rtrt##rr FOR OFFICE USE ONLY:/ Approval Date: luN 4 Application# £ h} 075 Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee:,6( X" Permit Fees: 0 (,1' #4t###**+tt##r#rtrtrt**+###wrr######t**#########+#+rt#rtrt###rt#######{ww+*######++#*#t######ww+######t+ww++#+##+# / EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: 23 BROOK LANE, RYE BROOK, NY 10573 2. Parcel ID#: 135.65-1-21 Zone: R-10 3. Proposed Improvement(Describe in detail): REMOVE EXISTING FLAT ROOF OVER EXISTING GARAGE& CONTRUCT NEW GABLE ROOF OVER EXISTING GARAGE FOOTPRINT WITH NEW STAIR UP TO NEW ATTIC STORAGE ABOVE EXISTING GARAGE 4. Property Owner: GEORGIA CASERES Address: 2 BROOK LANE, RYE BROOK, NY 10573 Phone# Cell# 917-386-3227 e-mail gcas22@gmail.com List All Other Properties Owned in Rye Brook: Applicant: MICHIEL A. BOENDER Address: 109 WILLETT AVENUE Phone# 914-937-4226 Cell# e-mail michiel@edgewaterarchitects.com Architect: SAME AS APPLICANT Address: Phone# Cell# e-mail Engineer: Address: Phone# Cell/#� �e-mail General Contractor:?�( ![�t17`r Q �J 4 /`'' ,s/CR•S S Address: Phone 7— -7Io 7 Cell# e-mail (1) 6/1t2023 5. Occupancy;(1-Fam.,2-Fam„Commercial.,etc...)Pre-construction: 1-FAM Post-construction: 1-FAM 6. Area of lot: Square feet: 11,914.159 SF Acres: 0.27 7. Dimensions from proposed building or structure to lot lines: front yard: 34' rear yard: 25' right side yard: 20' left side yard: 34' other: 8. If building is located on a corner lot,which street does it front on: PHYLLIS PLACE 9. Area of proposed building in square feet: Basement: NA 1e fl: NA 2"d fl: NA 3rd fl: NA 10. Total Square Footage of the proposed new construction: APPROX. 337 SF 11. For additions,total square footage added:Basement: NA I"'fl: NA 20d fl: 337 3rd fl: NA 12. Total Square Footage of the proposed renovation to the existing structure: 337 13. N.Y..State Construction Classification: VB N.Y.State Use Classification: R-3 14. Number of stories: 2 Overall Height: 19' +/- Median Height: 13'+/- 15. Basement to be full,or partial: NA finished or unfinished: NA 16. What material is the exterior finish: VINYL CLAPBOARD 17. Roof style;peaked,hip,mansard,shed,etc: GABLE Roofing material:ASPHALT SHINGLES 18. What system of heating: NA 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of anew,or an extension/modification to an existing automatic re o: V suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: N (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impe ous coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No:V Area: 337 SF +/- 22. Will the proposed proje require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: ((yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: ((yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (if yes,the area and elevations of the,flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: (fyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER II: TIER III: ((yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: S �A t f t�1► Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be requiredprior to issuance of the CIO. 30. Estimated date of completion: JANUARY 2025 (2) 6112023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 23 BROOK LANE Section: 135.65 Block: 1 Lot: 21 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS lLocal Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1.AREA OF LOT 11,914.159 Sq. Ft. 11,914.159 Sq Ft. 2.AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1,320 Sq Ft 1,320 Sq. Ft. b.Area of 11 Floor Divided By Area of Lot x 100 11.07 % 11.07 % 3.AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) 83.33 Sq. Ft. 83.33 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 0.69 % 0.69 % 4.AREA OF DECK NA Sq. Ft. NA Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 NA % NA I attest to the best of my knowledge and belief,the above information is correct. -f'I A 961att� Architect's Signature (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 23 BROOK LANE Section: 135.65 Block: 1 Lot: 21 Zone: R-10 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools,patios,sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2 200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4 520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area"column Area of lot: 11,914.159 s .ft. Existing Allowed Proposed Total impervious coverage= 3,067 S .ft. 4,496.551 S , fl, 3,067 S .ft. Front impervious coverage = 24.5 % 45 % 24.5 I attest to the best of my knowledge and belief,the above information is correct. Architect's Signature (4) snv2021 BOILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,IVY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 23 BROOK LANE Section. 135.65 BIOCk: 1 Lot: 21 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area—21,780) x 0.11478421 ]: a. Allowed = 2,818.229 Sq. Feet b. Existing = 2,030.33 Sq. Feet c. Proposed = 2,030.33 Sq. Feet (NO CHANGE) HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10% of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height 1 Setback =X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EM77AW PROPOSED REOLMED FRONT: FRONT: FRONT: .44 1P-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 ALZ5 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 "0 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 IP-I5 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 RLISSA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 fiLU SIDE: SIDE: SIDE: 1.60 FRONT: 0.56 FRONT: 0.56 FRONT: .80 RL10 SIDE: 0.32 SIDE: 0.32 SIDE: 2.40 FRONT: FRONT: FRONT: .96 RLY SIDE: SIDE. SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 "F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. Architect's Signature Isl 8/12/2021 BUILDING 09PARTMENT D VILLAGE OF RYE,BROOK JUN - 4 20255 938 KING STREET RYE BROOK,NY 10573 (914)- � VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE 216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: .J, GEORGIA CASERES , residing at, 23 BROOK LANE, RYE BROOK, NY 10573 (Print namei (Address~~here,,ou Iiccl being duly sworn,deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 23 BROOK LANE, RYE BROOK, NY 10573 , Rye Brook, NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains, sump pumps,or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature of PriperIN Owner(s)l GEORGIA CASERES (Print Namc ot-11ropert4 0%%ner(s)i y Sworn to before me,this day of /''j'( , 20 2 /;.W/l (Notary Public! GENNARO NIAZZELLA Notary Public - State of New YotA (6) M No. 01 MA6141615 Quahlisd in Dutchsss County -Mj Commission Expims February 27, 2W 8/121202t This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer& signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: MICHIEL A_ BOENDER ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the ARCHITECT for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc-) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me thy Sworn to before me this day of , 20 day of , 20 Signature of IYoperty Owner Signature of Applicant GEORGIA CASERES Print Name of Property Owner Print Name of Applicant Notary Public Notary Public GENNARO MAZZELLA Notary Public - State of New York ID No. OIMA6141615 ©ua6fied in Dutchess County My Commission Expires February 27, 20 A (8) 8/12/2021 GENERAL CONDITIONS/INSURANCE/DEMOLITION NOTES/CONSTRUCTION NOTES/SPECIFICATIONS SITE PLAN Village off Rye Drunk GENERAL CONDITIONS DEMOLITION AND REMOVALS (CONTINUED) FINISHES It EQUIPMENT Architeut " OUA 0 a r d 1. THESE SPECIFICATIONS ARE MADE IN GENERAL FORM ONLY.ONLY THOSE SECTIONS APPLICABLE TO 16. EXISTING PLUMBING,HVAC 1 ELECTRICAL SYSTEMS TO BE MODIFIED AS REQ'D TO SERVICE NEW I. PROVIDE 5/8'SHEETROCK ON ALL INTERIOR SURFACES.PLACE NEU'WATERPROOF'BOARD AT MOIST Approval Date: THIS PROJECT SHALL PERTAIN.GC ASSUMES COMPLETE RESPONSIBILITY FOR THEIR USE,CHANGES OR DESIGN. E ;r, 7;;�- ---_ XISTING ITEMS WHICH WILL NOT BE REUSED IN NEW DESIGN,ARE TO BE COMPLETELY REMOVED AREAS INCLUDING BUT NOT LIMITED TO BACKSPLASH.VANITIES.TUBS 1 SHOWERS.ETC. & I e) OMISSIONS. WHERE POSSIBLE. WHERE EXISTING ITEMS CAN NOT BE COMPLETELY REMOVED OR IS NOT COST 05/07/2025 REV BID/ARB/PERMIT ISSUE EFFECTIVE TO DO SO,PIPING TO BE CAPPED-OFF,DUCT WORK TO BE PROPERLY SEALED-OFF,WIRING 2. 5HEETROCK TO BE TAPED.SPACKLED,(1)PRIME COAT AND PREPARED FOR FINISHES AS SELECTED Chairman: 2. AIA DOCUMENT A20L LATEST EDITION,THE GENERAL CONDITIONS OF THE CONTRACT FOR TO BE PROPERLY DISCONNECTED t TERMINATED BEHIND FINISHED SURFACES TYP. BY OWNER-SEE SCHEDULE IF APPLICABLE FOR ADDITIONAL INFORMATION. 03/28/2025 BID/ARB/PERMIT ISSUE CONSTRUCTION SHALL BE IN FULL FORCE FOR THE DURATION OF THIS PROJECT. 11. INASMUCH AS THE REMODELING AND/OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT 3. SUB-FLOORING TO BE 3/4'TtG AC PLYWOOD.GLUED 1 SCREWED TO FRAMING N 9° - 35, - 5O" W 120.00' u - 09/24/2024 BID/ARB/PERMIT ISSUE 3. PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF STATE t CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS AND BECAUSE SOME OF THESE DATE 2EVI510N LOCAL CODES,REQUIREMENTS OF UTILITY COMPANIES HAVING JURISDICTION.1 ACCEPTABLE STANDARDS ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY.OR DESTROY 4. ALL KITCHEN CABINETRY,APPLIANCES,MILLWORK,ETC.BY OTHERS,AS SELECTED BY OWNER . REV FOR FIRST-CLASS WORKMANSHIP. OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING.THE OWNER AGREES THAT. CONTRACTOR TO PROVIDE ROUGHING.INSTALLATION,t ANY MISC.BLOCKING FOR ALL KITCHEN ITEMS I p :�M EXCEPT FOR NEGLIGENCE ON THE PART OF THE ARCHITECT OR CONTRACTOR,THE OWNER WILL HOLD PER MANUF.SPECS t RECOMMENDATIONS. OWNER TO SELECT ALL ITEMS PRIOR TO COMMENCEMENT OF F_ I N-� - 4. ALL CONTRACTORS SHALL MAINTAIN ALL INSURANCES IN AMOUNTS SUFFICIENT TO HOLD OWNER AND HARMLESS,INDEMNIFY AND DEFEND THE ARCHITECT AND CONTRACTOR FROM ANY AND ALL CLAIMS PROJECT t PROVIDE CONTRACTOR W/SPEC.SHEETS AND/OR PRODUCT MANUF.NUMBERS FOR COORD. ARCHITECT HARMLESS FROM ALL CLAIMS FOR DAMAGE,INJURY OR DEATH ARISING OUT OF ARISING OUT OF THE PROFESSIONAL SERVICES UNDER THI5 AGREEMENT. SEE CABINET DRAWINGS FOR ADDITIONAL INFO. co PERFORMANCE OF THIS WORK. F_ _ IB. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL.STATE AND LOCAL S. ALL CLOTHING CLOSETS TO HAVE MIN.(1)HANGER ROD°+5'-V A.F.F.W/(1)SHELF ABOVE°W-0' __ ` � 5. CONTRACTOR SHALL MAINTAIN FIRE INSURANCE ON ALL MATERIALS SUPPLIED BY HIM.TOOLS t CODES INCLUDING BUT NOT LIMITED TO THE STANDARDS OF THE E.P.A..0.5.H.A..N.E.S.H.A.P.. A.F.F.AS SHOWN ON FLOOR PLAN. ROD t SHELF LENGTH TO BE 4'-O-MAXIMUM.IF LENGTH EXCEEDS - ;�TAW ­1 W EQUIPMENT.ETC.STORED ON THE SITE.OWNER SHALL MAINTAIN FIRE INSURANCE ON THE BUILDING AND DEPARTMENT OF LABOR AND DEPARTMENT OF ENVIRONMENTAL CONSERVATION.ETC.WITH REGARD TO 4'-0'.CONTRACTOR TO ADD INTERMEDIATE PANEL TYPE SUPPORTS,1 1/2'THK.,EQUALLY SPACED TO ALL MATERIALS INCORPORATED IN THE FINAL CONSTRUCTION. HANDLING,REMOVAL,TRANSPORT,DISPOSAL AND/OR OTHERWISE DISTURBANCE OF'HAZARDOUS' CENTER. ANY ADDITIONAL SHELVING OR CONFIGS.TO BE COORD.W/OWNER PRIOR TO SUBMITTAL OF ..q & 34.41' ----A� r _ MATERIALS INCLUDING,BUT NOT LIMITED TO TOXIC WASTE,CHEMICAL,RADON,ASBESTOS.AND RELATED BIDS t SHOULD BE INCLUDED IN PRICING TYP. Z O 0 O Z 6. ALL WORK LABOR AND MATERIALS,SHALL COMPLY WITH THE UNIFORM FIRE PREVENTION AND PRODUCTS.ETC. ANY SUCH WORK SHALL BE MONITORED FOR COMPLIANCE AND SHALL BE PERFORMED O BUILDING CODE AND OTHER APPLICABLE STATUTES,CODES AND ORDINANCES,INCLUDING PROVISIONS BY CONTRACTORS LICENSED TO DO SUCH WORK. 6. ALL WINDOW t DOOR TRIM,HARDWARE,BASEBOARDS.CROWN MOLDINGS,ETC.TO MATCH HOUSE Q ` OF THE ENERGY CONSERVATION CONSTRUCTION CODE AND REQUIREMENTS OF UTILITY COMPANIES STANDARD.ALL INTERIOR DOORS TO MATCH HOUSE STANDARD. CONTRACTOR TO COORD.W/OWNER w I°' 0 O EXIST.11/2-STORY I _ 1. CONTRACTOR SHALL OBTAIN ALL PERMITS AND CONSTRUCTION APPROVALS.PAY FOR ALL FEES S I T E W O R K ANY AREAS TO RECEIVE STANDARD,PRIOR TO BID FINISHES. T WORK,DOORS,ETC.WHICH ARE TO BE DIFFERENT FROM HOUSE ;� O DWELLING ,` _ -- a RELATING TO THE CONSTRUCTION OF THIS PROJECT,AND SHALL BE RESPONSIBLE OF NOTIFICATION TO swab .4 . 34'-0' r O - I `IQ THE VILLAGE OF RYE BROOK IN CONJUNCTION WITH ANY REQUIRED INSPECTIONS. I. PROVIDE TOP501L AND GRASS SEED ALL BACKFILL AND OTHER AREAS DISTURBED BY NEW _z:",-_'j Oi. CONSTRUCTION REGRADE AROUND NEW STRUCTURES TO ACHIEVE MIN.8'CLEARANCE BETWEEN GRADE 1. LINEN CLOSETS t PANTRY CLOSETS TO RECEIVE(5)ADJUSTABLE SHELVES. SHELVES TO BE 3/4' ✓� I %� I , 1 THK.WD.MATERIAL,PAINT GRADE W/HOWD.EDGE. SHELF SUPPORTS TO BE SIDE SUPPORTING TYPE 8. ARCHITECT HAS NOT BEEN RETAINED TO PERFORM BIDDING OR FIELD SUPERVISION OF THE 1 SIDING.GRADE TO PROVIDE MIN.I/4'PER FOOT SLOPE AWAY FROM BUILDING. � ,•f �',��i f' : o m MTL.STANDARDS t ADJUSTABLE MTL.SUPPORTS. PROJECT NOR DOES HE ASSUME ANY RESPONSIBILITY OTHER THAN FOR THE ACCURACY OF THE � NEW PITCHED ROOF I _''' ___ O DRAWINGS SUBMITTED HEREWITH.ANY UNAUTHORIZED ADDITION OR ALTERATION TO THESE DOCUMENTS 2. PROTECT EXISTING LANDSCAPING TO REMAIN FROM IMPACT OF CONSTRUCTION,OR REPLACE SAME W/STORAGE,OVER j 1. f .; EXIST. 00 AT NO COST TO OWNER. 8. ALL FINISH FLOORING TO BE SELECTED BY OWNER. CONTRACTOR TO COORD.ALL FLOOR FINISHES EXIST.GARAGE E 1 �, EXIST. IS W/OWNER PRIOR TO BID SUBMITTALS TYP. 0 J z ,' 1 REPLACE EXIST. f I GARAGE 9. ARCHITECT IS RESPONSIBLE ONLY FOR WORK SHOWN ON THESE DRAWINGS. GENERAL CONTRACTOR FOUNDATION-CONCRETE It MASONRY FLAT ROOF. Mm-,-,,,, TO COORDINATE WITH OTHER CONTRACTORS AND/OR SUPPLIERS FOR PROPER INTEGRATION OF ELECTRIC A L-PLUM 81 N G t HVAC M 0 cy ;r- 10 EXIST.ASPHALT RELATED SUPPLIERS FOR PROPER INTEGRATION OF RELATED WORK,INCLUDING BUT NOT WORK,INCL 1. ALL CONCRETE SHALL BE TRANSIT MIX AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF ® C14 DRIVEWAY 0 3.000 P51°28 DAYS,FOR FORMED WALL t FTNG5 1 4,000 P51°28 DAYS FOR SLABS. I. ALL WORK TO CONFORM WITH STATE AND LOCAL CODES.REQUIREMENTS OF UTILITY COMPANIES I -MECHANICAL AND ELECTRICAL TRADES HAVING JURISDICTION AND STANDARDS ACCEPTED BY NATIONAL ELECTRICAL,PLUMBING t MECHANICAL -EQUIPMENT SPECIALTIES 2 ALL FOOT NGS TO BE A MINIMUM 3'-C BELOW GRADE TO UNDISTURBED SOIL WITH A MINIMUM BEARING CODES.ASHRAE,SMACNA,NATIONAL BOARD OF UNDERWRITERS,NFPA,ETC..LATEST EDITIONS. a o `4 CAPACITY OF 4000 PSF.REINFORCED WITH(3)CONTINUOUS s5 BARS 2'FROM BOTTOM. co 10. THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE.INFORMATION AND BELIEF THAT 2. ALL ELECTRICIANS AND PLUMBERS SHALL BE LICENSED IN THE STATE OF NEW YORK AND IT, ) . THE WORK SHOWN ON THESE DRAWINGS COMPLIES WITH THE ENERGY CONSERVATION CONSTRUCTION 3. ALL CONCRETE BLOCK SHALL BE STONE CONCRETE LOAD-BEARING UNITS LAID IN FULL PORTLAND SPECIFICALLY IN WESTCHESTER COUNTY AND/OR THE VILLAGE OF RYE BROOK.IF 50 REQUIRED. to I "' R = 20.00' CODE. CEMENT MORTAR BEDS.EXTERIOR BLOCK FACES SHALL BE PARGED WITH CEMENT STUCCO ABOVE I L = 31.42' - - GRADE AND WATERPROOFED BELOW GRADE 3. EXACT LOCATION OF ALL ELECTRICAL OUTLETS,LIGHTING,SWITCHES,PHONE t CABLE TV JACKS, IL DIMENSIONS AND REPRESENTATIONS RELATING TO THE EXISTING SITE AND BUILDING CONDITIONS ARE ETC.,MUST BE REVIEWED WITH OWNER PRIOR TO INSTALLATION. LOCATIONS OF SWTCHES NOT SHOWN APPROXIMATE.CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO ANY 4. CMU WALLS TO HAVE LADDER OR TRUSS-TYPE STEEL REINFORCING BY'DUR-O-WALL'OR EQUAL ON PLANS PER OWNER'S INSTRUCTION.DIMMER SWITCHES(SLIDE TYPE)AS MANUF.BY LUTRON OR EQ. � _ __�� E c CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ARCHITECT IN WRITING IMMEDIATELY EVERY SECOND COURSE. COLOR AS SELECTED BY OWNER 9° - 5,�0" 0.00 - PERMIT# 6/108N 12. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH GENERAL CONDITIONS UNDER S. WHERE INDICATED.PROVIDE 4'CONCRETE SLAB�iTH MINIMUM 6'X 6'10/10 GA W.W.F.OVER 6 MIL. 4. EXISTING MECHANICAL t ELECTRICAL SYSTEMS TO BE EXTENDED INTO NEW AREAS TO THE INTENT �� N WHICH THE PROJECT IS TO BE PERFORMED,PRIOR TO SUBMISSION OF BIDS.COMMENCEMENT OF WORK POLY VAPOR BARRIER.PROVIDE 4'GRAVEL(MAX.3/4')OVER 15%COMPACTED FILL UNDER SLAB. OF ARCHITECTURAL PLANS.RELOCATE EXISTING EQUIPMENT AS REQ TIRED. _.,_,.._,., --„...,.�.�_.._ p SHALL BE DEEMED AS CONTRACTOR'S STATEMENT THAT SUCH WORK SHALL BE EXECUTED WITHOUT I�- _ ,_� ,- CV � ADDITIONAL COST. S. PROVIDE ALL LIGHTING FIXTURES,REQ'D CIRCUITRY,OUTLETS.AND SWITCHES ON THE DRAWINGS FOR � C�d`n-- 6. PROVIDE V2'DIAM.12 LONG(MINA ANCHOR BOLTS MIN.48 O.C.AND 12 MAX.FROM EACH CORNER. ( : A L---, /l 1` A COMPLETE INSTALLATION ALL WORK TO BE DONE ON NEW CIRCUITS. CONTRACTOR TO BE � , Foru ""` ( I 1/ � VY m m O o 13. UNDER NO CIRCUMSTANCES IS THE CONTRACTOR TO'SCALE'DRAWINGS IN ORDER TO OBTAIN RESPONSIBLE FOR APPROPRIATE NUMBER AND TYPE OF OUTLETS AND SPACING,AT NO COST TO THE � i 0*4�Q =1 w Q DIMENSIONS.ANY QUESTIONS REGARDING DIMENSIONS SHALL BE REFERRED TO THE ARCHITECT WHO OWNER,WHETHER INDICATED ON THE DRAWINGS OR NOT. t L �� = n O� < < NOTE:DAT D UR PARED BY JOHN M.FARLEY 1 < t Q o SHALL PROVIDE THE INFORMATION. 61VEff INC..CI R St 'EY PLAINS,NY •, -""•���'n O O o�52 cal 0- o I. ALL WORK TO CONFORM TO AMERICAN LUMBER STANDARDS,AS SPECIFIED IN SIMPLIFIED PRACTICE 6. ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL CONNE+:TIONS TO NEW MECHANICAL1.14. GC SHALL COORDINATE TO WORK OF ALL TRADES TO FACILITATE RAPID COMPLETION.MAINTAIN RECOMMENDATION,R-16,FEDERAL BUREAU OF STANDARDS.NAILING TO CONFORM TO TECHNIQUES OF EQUIPMENT. i" Lo PREMISES FREE OF ALL DEBRIS AT ALL TIMES INCLUDING REMOVAL OF ALL DEBRIS AT THE END OF HOUSE NAILING,US FOREST PRODUCTS LABORATORY AND THE HOUSE l HOME FINANCE AGENCY. 1 S SCALE:1'=20'-O' i � o CONSTRUCTION. 1. ALL WATER SUPPLY LINES SHALL BE TYPE'L'COPPER.ALL WAS E AND VENT LINES SHALL BE M _ IT 2. PLYWOOD SHALL BEAR THE GRADE t TRADEMARK OF THE AMERICAN PLYWOOD A550C.,AND SHALL NO-HUB CAST-IRON OR PVC AS DIRECTED BY LOCAL BUILDING OFF CIAL. ALL WATER SUPPLY LINES JUN 4 2025 W 15. CLEAN,PATCH AND/OR REPAIR EXISTING CONDITIONS AS REQUIRED AND/OR UPGRADE TO MEET MEET THE REQUIREMENTS OF PRODUCT STANDARD P.S.I.FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD SHALL BE INSULATED WITH I'FIBERGLASS SLEEVES.PROPERLY TAPED AT JOINTS. ALL PIPING ON -• 100 � = BUILDING CODE AS DIRECTED BY LOCAL BUILDING OFFICIAL. SHEATHING PLYWOOD FOR WALLS AND ROOF SHALL BE 1/2'CDX-APA.SUBFLOOR PLYWOOD SHALL BE EXTERIOR WALLS ARE TO BE PROPERLY INSULATED TO PREVENT F<EEZNG AND BREAKAGE. c I i 3/4'TtG C-D iNT APR. r•- ,r Q v 14. ALL EXISTING SWTCHES.OUTLETS.LIGHTING.WALLS.WINDOWS,DOORS.ETC.NOT INTERFERING WITH� 8. FURNISH t INSTALL ALL FOUNDATIONS,HANGERS.I SUPPORTS FOR ALL EQUIPMENT,INCLUDING *Msm �- "t" '!�_1 -+&- -- �. c. R .if Z = g NEW WORK ARE TO REMAIN.RELOCATE ALL EXISTING SERVICES THAT DO INTERFERE WITH NEW 3. NEW EXTERIOR WALL CONSTRUCTION TO BE 2X6 WD.STUDS°16'O.C.W/SOLE PLATE,DOUBLE TOP SUPPORTS FOR PUMPS.PIPING,HEADERS,ETC.REMOVE ALL EQUIPMENT NO LONGER NECESSARY.CAP ��`� �����% ����j ,ram V 0 CONSTRUCTION.PATCH AND RESTORE ALL EXISTING SURFACES EXPOSED AND/OR DAMAGED PLATES,DOUBLE STUDS°ALL OPENINGS. PROVIDE R-21 BATT INSUL.BETWEEN STUDS W/1/2'CDX AND MAKE SAFE REMOVED AND DISCONNECTED MATERIALS BELOW FINISHED SURFACES. �� 6'a���„ j �,r g ('J 9 SHEATHING ON EXTERIOR FACE OF WALL 1 5/e GYP.BD.ON INTERIOR FACE OF WALL. PROVIDE Z 11. CONTRACTOR SHALL PROVIDE ALL EDGE STRIPS.MOLDINGS.TRIM.SOFFITS.FURRINGS.FASCIAS. 'TYVEK'(OR EQa BLDG WRAP W/NEW SIDING OVER TO MATCH t ALIGN W/EX.SIDING TO REMAIN. IN 9. PLUMBING t HEATING CONTRACTOR MUST LAYOUT HIS WORK IN ADVANCE OF NEW CONSTRUCTION t yy h �- THRESHOLDS,AND OTHER WORK AS REQUIRED BY FIELD CONDITIONS TO COMPLETE CONSTRUCTION AND AREAS WHERE WINDOWS t DOORS ARE TO BE REMOVED t EX.OPENINGS ARE TO BE CLOSED-UP, VERIFY REQ'D.CLEARANCES TO AVOID UNNECESSARY CUTTING 1 PATCHING. LOCATIONS OF ALL PIPING ' a 6J i t ti G C.- ,'f � I'`I c/�f I Z MATCH EXISTING PROFILES.ALL NEW MOLDINGS.TRIM,DOORS,CASINGS AND FINISH MATERIALS CONTRACTOR TO MATCH SIZE OF ADJACENT EX.FRAMING t THICKNESS OF EXTERIOR SHEATHING I. TO BE VERIFIED WITH OWNER PRIOR TO INSTALLATIONS. RELOCATE EX.RADIATORS TO REMAIN AS �..---.. .- •��-a-~�w-'- TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. INTERIOR FINISH. THESE AREAS TO RECEIVE NEW BLDG.WRAP 1 IN5UL.t NEW SIDING TO BE FEATHERED REQ'D BY NEW WORK. w Z 0 INTO EX.ADJACENT SIDING TO REMAIN TYP. CONTRACTOR TO COORD.W/OWNER ANY ALTERNATE BUILDING CODES D RAW I N G LEGEND cD O vi 18. FURNISH ALL NEW DOORS AND WINDOWS,COMPLETE,TO MATCH BUILDING STANDARD. EXTERIOR SIDING FINISHES FOR ADDITION AND/OR RESIDING ENTIRE HOUSE,NEW t EXISTING PORTIONS, 10. EXISTING A/C SYSTEM TO BE RELOCATED FOR NEW SPACES IF APPLICABLE. CONTRACTOR TO w PRIOR TO BID SUBMITTALS. SUBMIT LAYOUT DRAWINGS AND SPECS.TO ARCHITECT PRIOR TO FABRICATION OR INSTALLATION. ------ E1aSTWG OOIVSTIRUCTION 19. PROVIDE NEW ELECTRICAL SERVICE A5 REQ'O.ON ALL NEW CIRCUITS. CONTRACTOR TO VERIFY BUILDING CODE/5 USED IN DESIGN t CONSTRUCTION OF THIS PROJECT _____- TOT �� 0 DOOR �„ o 0 CAPACITY OF EXISTING ELECTRICAL AND MECHANICAL SYSTEMS AND ADEQUACY TO SUPPORT ALL NEW 4. NEW INTERIOR WALL CONSTRUCTION TO BE 2X4 WD.STUDS OR 2X6 WD.STUDS(AS INDICATED BY B. CONTRACTOR SHALL PROVIDE GUARANTEE FOR ALL MATERIAL AND WORK FREE OF DEFECTS FOR() 2020 BUILDING CODE OF NEW YORK STATE EXf M OXIVIRI1CTIM Z Z O CONSTRUCTION AND/OR MODIFY AS REQUIRED. DIMENSION) 14'O.C.W/5/84 GYP.BD.EA.SIDE TYP. IN AREAS WHERE EX.INTERIOR WALLS ARE TO BE FULL YEAR FROM DATE OF FINAL APPROVAL t ACCEPTANCE OF INSTALLATION. PROVIDE FREE 2020 RESIDENTIAL CODE OF NEW YORK STATE I TO REINAIN QZ WINDOW DESK;IIAT10N O O U EXTENDED OR WHERE IX.OPENINGS ARE TO BE CLOSED-UP OR MODIFIED IN SIZE.CONTRACTOR TO MAINTENANCE SERVICE FOR(D YEAR INCLUDING ALL NECESSARY ADJUSTMENTS.REPLACEMENTS AND 2020 FIRE CODE OF NEW YORK STATE F- U U1 20. PROVIDE HARD WIRE BATTERY BACK-UP SMOKE DETECTORS.ONE PER FLOOR t IN ALL BEDROOMS. MATCH SIZE OF EX.WALL FRAMING 1 THICKNESS OF WALL FINISH ON BOTH SIDES OF WALL IF SO REQ'D CLEANING TO MAINTAIN SYSTEMS IN TOP WORKING EFFICIENCY. OWNER SHALL BE FULLY INSTRUCTED. 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE NEW 001RKn*=CR ❑Z KEY NOTE DES RATION PROVIDE RATE OF RISE HEAT DETECTOR IN KITCHEN.BOILER AREA t IN GARAGE. AND PROVIDED WRITTEN INSTRUCTIONS IN THE PROPER OPERATION OF THE SYSTEMS. 2020 MECHANICAL CODE OF NEW YORK STATE CAST N R-AM O�TE V Q _ d Z_ S. PROVIDE DOUBLE HEADERS AT ALL OPENINGS,WITH SPANS NOT TO EXCEED THE FOLLOWING: 2020 PLUMBING CODE OF NEW YORK STATE NEW CONSTRUCTION � w 0 w U to 3'-6' 2-2x4's 12. ELECTRICAL CONTRACTOR TO VERIFY SERVICE AND CAPACITY FOR NEW WORK. CONTRACTOR TO INSURANCE P. 2020 FUEL GAS CODE OF NEW YORK STATE MASONRY VENEER U Z J 3-6 to 4'-V 2-2)d s TO NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT. ALL NEW WORK TO BE INSTALLED ON NEW CIRCUITS. 2020 EXISTING BUILDING CODE OF NEW YORK STATE NEW CONSTRUCTION A SECTION Lu Lu � O I. CONTRACTOR SHALL SECURE,PAY FOR AND MAINTAIN,DURING CONSTRUCTION,ALL OF THE 4'-V to V-O' 2-2x8's 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE -4 FIRE-RATED Y A-I DESIGNATION cn INSURANCE POLICIES REQUIRED TO COVER ALL WORK PERFORMED BY HIM AND EACH OF HIS OVER C-O' 2-2x10'5,AND BRACED 13. CONTRACTOR TO INSTALL NEW THERMOSTATICALLY-CONTROLLED HEATING.AS SHOWN OR AS 2009 ACC AII1.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES SUBCONTRACTORS AND MAJOR SUPPLIERS,INCLUDING MINIMUM COVERAGE FOR WORKMEN'S NOTE PROVIDE LARGER HEADERS WHERE INDICATED ON DRAWINGS REQ'D.ON SEPARATE ZONES. CONTRACTOR TO INSPECT EXISTING FURNACE TO VERIFY CAPACITY FOR NEW CONSTRUCTION COMPENSATION,GENERAL LIABILITY AND DISABILITY.CONTRACTOR SHALL NOT COMMENCE WORK UNTIL ADDED SPACE AND/OR ZONES AND MODIFY OR PROVIDE NEW AS GAND RADIATION IA OWNER. SYSTEM TO BE ZONING INFORMATION R-10 ONE-FAMILY RESIDENTIAL 10,000 SF MIN.LOT W000R NRERaRUVATaN W L. ALL LUMBER SHALL BE DOUGLAS FIR-LARCH N0 2,1250 P51 SINGLE,N50 P51 REPETITNE,E=I,100A00 SIZED AS REQ'D BY HEATING CONTRACTOR. CONCEAL ALL PIPING AND RADIATION IN CONNECTION +M ch 'n.o SUCH INSURANCE HAS BEEN OBTAINED AND CERTIFICATES HAVE BEEN DELIVERED TO THE OWNER. NEW CONSTRUCTION DEgG 9TpN PSI ll9%MAX.MOISTURE CONTENT)NMLA CERTIFIED. THEREIN.ALL CONTROL WIRING SHALL BE SUPPLIED BY HEATING CONTRACTOR AND INSTALLED BY � t/� °°� OWNER SHALL BE NAMED AS'ADDITIONAL INSURED'. ELECTRICAL CONTRACTOR. UPON COMPLETION.BALANCE OUT WATER SYSTEMS.FURNISH(2)SETS OF ITEM REOUIO EXEITING PROPOSED WOOD FAAtrE OEM WALL o I- o o_ u 2. TO THE FULLEST EXTENT PERMITTED BY LAW,THE CONTRACTOR SHALL INDEMNIFY AND HOLD 1. PROVIDE PRESSURE-TREATED MEMBERS AS REQUIRED,INCLUDING BUT NOT UNITED TO SOLE PLATES, OPERATING t MA NTENANCE INSTRUCTIONS AND CONTROL CIRCUITS TO OWNER MAXMUM FAA SE CALOULATION BELOW 2667.558 SF 2867.558 SF I 1 DETAIL. u U m=� �SLEEPERS,MISC.BLOCKING,ETC. A3 `- Z W o M HARMLESS THE OWNER AND ARCHITECT,AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL 14. EXACT LOCATION OF CONDENSERS AND OTHER MECHANICAL EQUIPMENT TO BE COORDINATED IN MNMUM�OF LOT; / DESIGNATIONz LI��!lo- CLAIMS,DAMAGES,LOSSES AND EXPENSES.INCLUDED BUT NOT LIMITED TO ATTORNEY'S FEES,ARISING 8. ALL STEEL CONSTRUCTION TO CONFORM TO LATEST EDITION OF THE AISC MANUAL. FLITCH PLATES FIELD WITH OWNER,DURING WALK-THROUGH.PRIOR TO BID SUBMITTALS. AREA � � 10,000 ILR314.159 SF 11914159 o OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK,PROVIDING THAT ANY SUCH CLAIM. TO BE THRU-BOLTED W/V2 BOLTS AT 24'O.C.STAGGERED. ABBREVIATIONS DAMAGE.LOSS OR EXPENSE(U 15 ATTRIBUTABLE TO BODILY INJURY OR TO DESTRUCTION OF TANGIBLE IS. F PROPERTY 15 LOCATED IN A FLOOD ZONE,ALL MECHANICAL AND ELECTRICAL EQUIPMENT 15 TO HOA2 CIRCLE DIAMETER 75 FT 100 FT 100 FT @ W O = c5 PROPERTY(OTHER THAN THE WORK ITSELF)INCLUDING THE L055 OF THE USE RESULTING THEREFROM, 9. PROVIDE GALV.MTL.JOIST HANGERS AT ALL FLUSH-FRAMING CONDITIONS.ISIMPSON OR EQUAL) BE LOCATED AND INSTALLED+1'-0'ABOVE THE FLOOD PLANE ELEVATION. CONTRACTOR 15 TO AB ANCHOR BOLT GEN GENERATOR PTN PARTITION } AND(2)15 CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMIS51ON OF THE CONTRACTOR. COORDINATE WITH LOCAL MUNICIPALITY FOR ANY AND ALL SPECIFIC REQUIREMENTS. FRONTAGE 60 FT 100 FT I00 FT ACr ACOUSTIC Ct1 SING TLE GE1NL GEr6IAl PREFAB PABRCAT® Q m U 15 ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR 10. ALL EXTERIOR DECK FRAMING LUMBER TO BE PRESSURE TREATED. ALL FINISH LUMBER TO BE ADD/ADDL ADDITIONAL GL GLASS Q u.j W E WHOSE ACTS ANY OF THEM MAY BE LIABLE,REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART CLEAR CEDAR(UNLESS INDICATED OTHERWISE)AND ALL FASTENERS TO BE GALVANIZED OR CORROSION 16. MECHANICAL DRAFT SYSTEM:'(YAK ' AFF ABOVE FINMS FLOOR GYP GYPSUM OT OUARRY TILE _j w Q BY A PARTY INDEMNIFIED HEREUNDER. ALUM ALUM" GYP BD GYPSUM BOARD Q� . RESISTANT A MECHANICAL DRAFT SYSTEM SHALL BE USED ONLY WITH APPLIANCES LISTED AND LABELED FOR SUCH FRONT 30 FT 34.0 FT 34.0 FT ALT ALTERNATE GWB GYPSUM WALL BOARD R RSEIVRADIUS ?: 6 USE. SHALL BE MADE TO PREVENT THE FLOW OF FUEL TO THE EQUIPMENT WHEN THE DRAFT SYSTEM IS A ANGLE REF REFRIGERATOR � a. DEMOLITION AND REMOVALS NOT OPERATING. FORCED DRAFT SYSTEMS AND ALL PORTIONS 0"INDUCED DRAFT DRAFT SYSTEMS SIDE Q_EAST ONE) 10 FT 27.8 FT 27.8 FT AC AR CONDITIONING HC HOLLOW CORE FUG RETAINING °a UNDER POSITIVE PRESSURE DURING OPERATION SHALL BE DESIGNED AND INSTALLED 50 AS TO ASPH ASPHALT HCP HANDICAPPED PERSON REG REGULAR O W THERMAL It MOISTURE PROTECTION PREVENT LEAKAGE OF FLUE GASES INTO A BUILDING. SIDE(TOTAL OF TWO) 25 FT 618 FT 618 FT fpyyp HUDwoOD 1EPF RFr�ORaNG V I. CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE BET/BETW BETWEEN HDWE HARDWARE REO/ROD REQUIRED ^^'' O � THE DEMOLITION t REMOVAL OF ALL ITEMS AS SHOWN ON DRAWINGS. REAR 30 FT 36.47 FT 36.47 FT BL BLOCK H/HT/HGT HGH/FEK iT IN ROOM 1� I. SIDING SHALL BE I/2 XL HORIZONTAL CEDAR CLAPBOARD,TO MATCH t ALIGN WITH EX.TO REMAIN 11. MECHANICAL EQUIPMENT TO BE PROVIDED IUTH PROPER AMOUNT OF COMBUSTION AIR PER LATEST BLDG RADIING HM HOLLOW METAL REV REVISION o' OVER'TYVEK',OR EQUAL.BUILDING WRAP OVER 1/2'EXTERIOR GRADE PLYWOOD SHEATHING. VERSION OF NYS MECHANICAL CODE. WHEN ALL COMBUSTION AIR 15 PROVIDED FROM INSIDE THE MAID HDfR OF BLDG 2 STORES/30 FT I V2 STORES/18'-9 5/8' 1 V2 STORES/184 5/8' 81i1 gEgM HVAC HEATING.VEMLATNG d RUG ROLL-UP GILL O ,rn1 2. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE PREMISES EXCEPT THOSE ITEMS TO BE BUILDING,TWO OPENINGS SHALL BE PROVIDED,ONE WITHIN I FOOT OF THE CEILING OF THE ROOM AND H3Q(f SETBAR](RA1IO FT10NI 0.80 0.56 0,58 BM BEAM of AS CONDITIONING ROOFG ROOFING � V 12 REUSED,RETURNED TO OIBNER,OR AS OTHERWISE DIRECTED.UPON COMPLETION OF DEMOLITION WORK, 2, PROVIDE METAL FLASHING AT INTERSECTIONS OF NEW t EXISTING ROOFS,OVER ALL WINDOWS..UNDER BLCKIG BLOCKING HORQ HORIZONTAL ALL AREAS SHALL BE LEFT BROOM CLEAN.GC SHALL MAINTAIN DUMPSTER ON-51TE AS REQ'D COORD. ONE WITHIN I FOOT OF THE FLOOR THE NET FREE AREA OF EACH OPENING.CALCULATED'N Z 0 W/OWNER. SILLS,AT ALL ROOF PENETRATIONS,AND AS OTHERWISE REQUIRED FOR WATERTIGHT SEAL ACCORDANCE WITH SECTION 108,SHALL BE A MINIMUM OF I SQUARE INCH PER 1.000 BTU/H OF INPUT HST n OX RATION ME 240 Q32 Q32 t �rNr SOW CORE DOOR O W S m 3. PROVIDE GLITTERS 1 LEADERS TO MATCH EXISTING AS REQ'D.TO TIE INTO EXISTING STORM-WATER RATING OF THE FUEL-BURNING APPLIANCES DRAWING COMBUSTION AND DILUTION AIR FROM THE Sul USABLE OPEN L200 SF FOR EA. 10.600 SF IQ600 SF CPCABT CABINETI PLACE D W DE�T� �/SCTM SECS U- W o a o 3. ALL AREAS OF HOUSE WHICH ARE NOT INCLUDED IN SCOPE OF WORK TO BE SEALED-OFF W/ SYSTEM.REROUTE Ex.SYSTEM AS REQ'O.BY NEW CONSTRUCTION COMMUNICATING SPACES AND SHALL BE NOT LESS THAN 100 SQUARE INCHES. WHEN ALL COMBUSTION CJ CONTROL JOINT INFO INFORMATION SCE® SCHEDULE F"- z ` PLASTIC DUST BARRIERS.INCLUDING ANY HVAC DUCTS TYP. AIR 15 PROVIDED FROM OUTSIDE THE BUILDING.TWO OPENINGS SHALL BE PROVIDED.ONE WITHIN I FOOT SPACE ON LOT(SR: DWELLING UNIT C/L CENTER IN I SUL W"TION SM %" � Lu Q o - o 4. ROOFING TO BE ASPHALT SHINGLES TO MATCH EX.HOUSE STANDARD.OVER 151t ROOFING FELT ON OF THE CEILING OF THE ROOM AND ONE WITHIN I FOOT OF THE FLOOR. THE NET FREE AREA OF EACH CLEAR NTE} INTERMEDIATE SPEC "'�„�.,� Z OPENING.CALCULATED IN ACCORDANCE WITH SECTION 109.SHALL BE A MNIM I1 OF I SQUARE INCH PER IdNIMUM FLOOR AREA 1200 SF 1,947 SF 1,947 SF CLG/CEL CELNG N INCH STL STEEL Z g 3 `•'o� � 4. WHERE REMOVALS ARE NOT POSSIBLE WITHOUT DAMAGE OF EXISTING CONDITIONS TO REMAIN,GC 5/8'EXT.GRADE PLYWOOD-INSTALLED PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR TO PROVIDE CH CEILING HEIGHT INT N'TRIOR STOR STORAGE V/) SHALL REPAIR OR REPLACE SAME AS REQUIRED. 4.000 BTU/H OF INPUT RATING OF THE FUEL-BURNING APPLIANCES DRAWING COMBUSTION AND DILUTION OF DWELLINGS CMU CONCRETE MASONRY UNIT STRUCT STRUCTURAL �/ �[ Z'z N MIN.20 YEAR ROOFER'S WARRANTY. AIR FROM THE ROOM. ADDITIONAL REQUIREMENTS TO BE COORD.W/THE LATEST VERSION OF THE NYS COL COLUMN JAN JANTOR SPKR SPEAKER O (D < 4 S. PHASING OF PROJECT TO BE COORD.W/OWNER PRIOR TO COMMENCEMENT OF PROJECT. MECHANICAL CODE,SECTIONS PERTAINING TO COMBUSTION AIR s MAX.(MOSS FLOOR AREA=4.000+I(LOT AREA)-21,780)X Q0478421 I CONC CONCF€TE JC JANITOR CLOSET SST STAINLESS STEEL O M 0 5. PROVIDE CONTINUOUS SCREENED VENTS AS DETAILED AND OR AS REQUIRED.PROVIDE I I/2 CLEAR CONT CONTNI®/CCN)MIOIS STND STANDARD AREA ABOVE INSULATION FOR ADEQUATE ROOF VENTING.DRILL THRU FRAMING AS REQUIRED FOR =MAX(MOSS FLOOR AREA=4000+[(0.914.159 l-2L780)X QR478421 J COORD COORDINATE LAM LAMINATE SUSP SUSPENDED m Q 6. CONTRACTOR TO COORD.W/OWNER ANY t ALL MATERIALS TO REMAIN 1 TO BE REFURBISHED le. MECHANICAL ROOM TO BE MINIMUM)-HOUR FIRE RATED ENCLOSURE WITH FIRE RATED SELF CLOSING CEIAA�C �+ POUNDSS STOW SADDLE u - a N CLEAR PASSAGE OF AIR TO VENTS.PROVIDE I I/2'CONTINUOUS SCREENED IN EX.SOFFITS TO REMAIN DOOR. ALL PENETRATIONS TO BE SEALED AS REQUIRED BY CODE OR DUCT PENETRATIONS TO BE s MAX GROSS FLOOR AREA=4,000+(-LM442 SF)=2,86T.558 SF(ALLOWABLE) CT CERAMIC TILE LL LANDLORD N W o o 1. UPON REMOVAL OF EXISTING FINISHES PRIOR TO REMOVAL OF STRUCTURAL ELEMENTS.CONTRACTOR AS SHOWN. PROVIDED IUTH APPROPRIATE FIRE DAMPERS AS REQUIRED. CONTRACTOR TO PROVIDE HARD-WIRED CONTR CONTRACTOR LCC LEAD-COATED COPPER T TREAD SHALL NOTIFY ARCHITECT FOR INSPECTION AND/OR VERIFICATION OF EXISTING CONDITIONS ASSUMED SMOKE DETECTOR'SD't RATE OF RISE HEAT DETECTOR'H.D.'t CARBON-MONOXIDE DETECTOR LOG LOCAnON T.P. TOILET PAPER HOLDER AS SHOWN ON DRAWINGS. EXISTING FRAMING SHALL BE INSPECTED BY CONTRACTOR TO INSURE THAT 6. BUILDING INSULATION SHALL BE FULL THICKNESS FIBERGLASS BATT OR RIGID TYPE WITH R-VALUES 'C.O.D.',OATH BACK-UP EMERGENCY BATTERY PACK.AS REQ'D BY CODE t LOCATED ACCORDINGLY. D� OEFUSER TIL TOWEL BAR AS SHOWN ON DRAWINGS.FOIL FACE TOWARD INTERIOR IF UTILIZING MULTI-LAYERS.OMIT FOIL FROM If DRINKING FOUNTAIN MAX MAXMUA T d G TONGUE d GROOVE IT IS ADEQUATE TO SUPPORT ALL NEW CONSTRUCTION AND/OR MODIFY IT AS REQUIRED OR DIRECTED FLOOR TO BE CON[.SLAB t ANY FINISHES TO BE OF NON-COMBUSTIBLE MATERIAL. EQUIPMENT TO BE DAM 01A1�eR LEC11 Y TH VTFIONS � �o��cs��„ar�,uo OUTER LAYERS. INSTALLED ON MANUF.PROVIDED LEGS OR STANDS MIN.4'ABOVE MAIN FLOOR SLAB OR PROVIDE BY ARCHITECT. OM OMENSIDN MTL METAL TEMP TEMPE3ED CONC.PAD FOR EQUIPMENT MIN.4'HIGHER THAN MAIN FLOOR SLA3. CONTRACTOR TO PROVIDE DN DOWN MEZZ IrEZZMrE TA TRIMMED OPENING 8. DEMOLITION t REMOVALS SHOWN ON DRAWINGS ARE ABBREVIATED FOR CLARITY. ACCOMPLISH ALL 1. INSTALL NEW INSULATION IN EXISTING CONSTRUCTION AS DIRECTED BY OWNER. FRESH-AIR INTAKE OR PROPER COMBUSTION AIR FROM ADJACENT ROOM/S.FOR EQUIPMENT AS D oo SMOKE ALARMS CARBON MONOXIDE ALARMS RATE-OF RISE HEAT ALARMS DR Dn�oET DOOR MFR►reN MANUFACTURER T T ��`�C0 A,90, REMOVALS REQUIRED TO ACHIEVE THE FINAL DESIGN. REMOVALS INCLUDE BUT ARE NOT LIMITED TO REQUIRED BY MANUF.t AS PER LATEST VERSION OF THE NYS BUI.DING t MECHANICAL CODE. 1THNSM TRANSOM8. CONTRACTOR TO PROVIDE FULL UNDERLAYMENT OF ICE t WATER SHIELD FOR ALL ROOFS WITH A DINGS DRAWINGS MO MASONRY OPENING TYP TYPICAL �y % OF 1 EXISTING PLUMBING FIXTURES.CABINETRY.DOORS.WINDOWS.WALLS.CEILINGS AND FLOOR FRAMING EQUIPMENT TO BE PROPERLY VENTED TO EXTERIOR AS REQUIRE[BY MANUF.fI AS PER LATEST MTD MOUNTED TGC TI3YNf(EBUL OONIBACTm F OTHER THAN MEMBERS DESIGNED TO REMAIN IN THE FINAL DESIGN. PITCH OF 4 IN 12 OR LESS. VERSION OF THE NYS BUILDING t MECHANICAL CODE. IN CASES OF ALTERATIONS OR RENOVATIONS $ ALARMS.QUANTITIES.LOCATIONS.INSTALLATIONS,ETC.PER 2020 RC NYS SECTION R314 f SMOKE ALARMS)t EES EXTHRrOR NSIJLATON d MG MEOICI�E CABINET to FC,� l WHERE EXISTING EQUIPMENT WILL BE RE-USED.ALL EXISTING CON[-TONS.WITH REGARD TO COMBUSTION R3R CARBON MONOXIDE ALARMS.2020 FC NYS.NFPA 1 ALL OTHER APPLICABLE SECTIONS OF THE CODE AND AS Fy,�{SYSTEMS M.S. MARBLE!ADDLE UON UNLESS Oh${�NOTED a-- 9. SHORE-UP t NEEDLE AND OTHERWISE ADEQUATELY PROTECT EXISTING CONSTRUCTION WHICH DOORS It WINDOWS AIR,VENTILATION,FIRE RATING OF MECHANICAL ROOM,EQUIPMENT CLEARANCES TO COMBUSTIBLE DIRECTED BY LOCAL BUILDING OFFICIALS I AGENCIES HAVING JURISDICTION. EEC E.ECTRC& MR MOISTURE RESISTANT USG NO STATES Gf"M EJELEV ELEVATION MMIUM DENSITYWOULD OTHERWISE BE TEMPORARILY UNSUPPORTED AS A RESULT OF CONSTRUCTION.TEMPORARY MATERIALS t FOR SERVICE.TO BE FIELD VERIFIED TO BE COMPLIANT W/MANUF.SPECS AS WELL AS SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE Be Y MMOFa MMIAID ROOVERLAY M WELT VAPOR N�y � aQ� SUPPORTS SHALL BE IN PLACE PRIOR TO DEMOLITION. I. WINDOWS SHALL BE BY MARVIN W/INSULATED GLASS,FACTORY-APPLIED SCREEN.COMPLETE WITH THE LATEST VERSION OF THE NYS BUILDING CODE t ALL OTHER APPLICABLE CODES AND AGENCIES IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH ADDITIONAL STORY OF THE DWELLING.INCLUDING ENCL ENCLOSURE MIM MEMBRANE VF VERIFY IN FELD -V '01 5 -� HAVING JURISDICTION BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS HARDWARE l WEATHERSTRIPPING,FURNISHED WITH ALL REQUIRED JAMBS,TRIM,SILLS,AND SNAP-IN UTH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJOINING LEVELS.A SMOKE ALARM EO BM MR METAL VCT VINYL WALL SI 0 NE'� 10. EXISTING FRAMING SHALL BE INSPECTED BY CONTRACTOR TO INSURE THAT IT IS ADEQUATE TO GRILLES ETC.AS REQ'D.INSTALLED PER MANUF.SPECS. INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE LOWER ADJACENT LOWER LEVEL PROVIDED THAT THE OF EXPAINDON MTS METAL TRANSITION STRIP VCT VINYL COMPOSITE TIE SUPPORT ALL NEW CONSTRUCTION AND/OR MODIFY IT AS REQUIRED. LOVER LEVEL 15 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. SMOKE DETECTORS'SO'.RATE-OF-RISE EOUP EOLWk T NC NOT N CONTRACT W TM C�aUUVW�651,ueOV140aAL�oe:ocIIatma 2. EXTERIOR FINISH TO BE WOOD.INTERIOR TO BE PRIMED TO RECEIVE PAINT,FINISH AS SELECTED BY HEAT DETECTORS'HD't CARBON MONOXIDE DETECTORS'COD'SHALL BE INSTALLED WHERE NOTED.PER CODE AND AS DIRECTED BY LOCAL BOLDING OFFICIAL. EACH DETECTOR SHALL BE LISTED BY AN APPROVED AGENCY. T JOIN INJN t�8�SCALE W.C. WATER CLOSET IL REMOVE EX.WALKS.PATIOS,ETC.AS SHOWN SALVAGE MATERIALS AS DIRECTED BY OWNER. OWNER. ALL DETECTORS SHALL BE HARD-WIRED WITH A BATTERY BACK-UP(WHERE REQUIRED)OR BATTERY POWERED IN WD WOOD 12. CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION CALL 3. DOORS 1 HARDWARE SHALL BE AS INDICATED ON DRAWINGS AND/OR TO MATCH HOUSE AREAS NOT IN SCOPE OF RENOVATION WORK(AS ALLOWED BY CODE).DETECTORS RI EXISTING AREAS SHALL WWM/WWF WELDED WiE ME%t#ABRC NOT BE REQUIRED TO BE INTERCONNECTED AND HARD-WIRED WHERE THE ALTERATIONS OR REPAIRS DO NOT FASTM AST0/C ON CENTER W/0 WNTH ITHOUT 1-800-922-4455'CALL BEFORE YOU DIG'FOR NOTIFICATION TO UTILITY COMPANIES.CONTRACTOR TO STANDARD-SEE DOOR SCHEDULE IF APPLICABLE FOR ADDITIONAL INFORMATION. RESULT IN THE REMOVAL OF INTERIOR WALL OR CEILING FINISHES EXPOSING THE STRUCTURE.UNLESS THERE 15 AN FD FLOOR DRAIN Om OPENING COORD.IN FIELD W/OWNER WHICH TREES,SHRUBS OR OTHER LANDSCAPE ELEMENTS ARE TO BE ATTIC.CRAWL SPACE OR BASEMENT AVAILABLE WHICH COULD PROVIDE ACCESS FOR HARD WIRING t FIN �{/FQ,�1® OPP OPPOSITE WH WATER RESISTANT SAVED,REMOVED AND/OR RELOCATED. INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR FINISHES. WR WATER PROOF NT 13. CONTRACTOR TO PROTECT EX.FOOTINGS FROM BEING UNDERMINED AS A RESULT OF ANY NOTE:SMOKE.CARBON MONOXIDE I!HEAT DETECTION ALARM SYSTEM SHALL BE MONITORED BY AN APPROVED FLUOR FLUORESCENT OVFD OVERHEAD � WP WATER PROOF EXCAVATION I UNDERPIN AS REQ'D. SUPERVISING STATION. RE PART PARTIAL noTRANSFORMER OIL OPTING TO BE RELOCATED )(RIM BEING TO BE FOAM FNDN FOUNDATION P/L PROPERTY LIE XTR EXISTING TO REMAIN 14. PROVIDE TRENCH FR FIRE-RATED FOR RELOCATION OF ANY UTILITIES. LOCATIONS t COORD.W/G.C.1 OTHER FRS[ FIAT®SI3FCLOSING PLAS RAM XRPL EXISTING TO BE F PLAC» TRADES FOR EXACT REQ'MNTS. FR FIRE RETARDANT PLAT/PLATFM PLATFORM Tml FT FOOT/FEET P.T. RV P C SALVAGE.P NECHNELS./ELECT.EQUIPMENT INCLREUSE BOILER,WATER HEATER AIR HANDLERS, GA GGAALGE WC TD POLYVINYL or�E COMPRESSORS.PANELS.ETC.t STORE FOR REUSE AS DIRECTED BY OWNER. 10'-4'EXIST.V.I.F. W I N D O W * EXTERIOR ID 0 0 R S C I-1 E ID U L E STORAGE MECH 5YM.QTY MANUF. ROUGH OPENN(G-R.O. EMERGENCT DESIGN CLEAR UNIT UNIT UNIT UNIT UNIT REMARKS MANUF.NO UNIT DIMENSION-U.D. ESCAPE I PRESSURE OPNG LIGHT VENT AREA U-FACTOR SHGC UNIT TYPE RESCUE W4 PSI W/H/A SF SF SF BTU/HR M BTU/HR FT1 40 ANDERSEN 7-4 Vr Q X Y-O 1/IL'H.NO 30 22 9/I4'5.2/ 4.1 1.1 0.31 0.28 NOTE:________________ 3 CWI3 7-4 3/r i X 7-1 SAV R- - 31 1/I6' - - - - - NOTE: 05/07/2025 REV BID/ARB/PERMIT ISSUE CASEMENT - - 4.9 - - - - - NOTE: 03/28/2025 BID/ARB/PER'�nIT ISSUE 2X PLATE OVER EXIST. i i XTR ROOF LAYOVER FRAMING I I GENERAL NOTES: 09/24/2024 BID/ARB/PERMIT ISSUE o it a CRICKET I I Av N!9 EXIST.HOUSE TO REMAIN -� I. PROVIDE TEMP.GLAZING FOR HAZARDOUS LOCATION,DOORS 1 LOW SILLS AS REQ'D BY 2020 RC NYS SECTION I I 2'XL'RAFTERS oc �� REV. DATE 2EwsIoN R308.4(HAZARDOUS LOCATIONS)TYP. I °IL'O.C. v- III EXIST.ROOF FRAMING -� I ?�� I BELOW NEW ROOF TO 2. HINGING,ACTIVE/INACTIVE PANELS,ETC TO BE APPROVED BY OWNER PRIOR TO ORDERING w u BE PARTIALLY REMOVED o ad "'� I n ' x 3. ALL WINDOWS TO BE ANDERSEN 400 SERIES(OR EQUAL AS SELECTED BY OWNER). EXTERIOR FINISH TO BE VINYL -� I I—CAR GARAGE CLAD(COLOR-WHITE)W/FULL DIVIDED LITES W/SPACER BARS 1 PERMANENT INTERIOR t EXTERIOR GRILLES(UNO). STORAGE w WINDOWS TO HAVE LOW-E INSULATED GLASS,FACTORY APPLIED SCREENS t HARDWARE.HARDWARE STYLE t FIN15H TO c -- -------- ------- -- - - --- --- --- n XTR x'y{ � �oir aWz�oo� -- -------- ------- -- - ------ --�------ I 13/4'X9 I/2' °Co I I,I -----_-__-- BE SELECTED BY OWNER. ���W�oZz 3 !s=cis=o - ��� _ u: -- ---�- ----------�I 2.0E LVL VALLEYS - III III i s. 8-�x God a x > I I I I u� I I.I Q re p ~ OIII I I O I cFigo -s � - u~, 13/4'X9 1/2' 1 3/4'X9 1/2' I I I I I o I v o $= u A 2 i II X x 2.0E LVL RIDGE 2.0E LVL RIDGE X "' I I I I I I X i i III x ; STRAPPI NG f=ASTENING NOTESu � =ZY a �wo �` Ge • ^ DESIGN:ASCE 1-05,METHOD I: V 3 ¢aDISAPPEARING lu ^; r n � au STAIR -00 WIND LOADING CONNECTION REQUIREMENTSCie L J (100 MPH 3 SECOND GUSTS)' L X ZA b n O / I I�,{, \ r e b I I \X III I STANDARD REQUIREMENTS:III \ Ge ,cv I I4g=\# � " �- I.ROOF SHEATHING:5/8'PLYWOOD WITH 8D NAILS AT L'ON CENTER AT PANEL EDGES / \/ ( \ O p I,I I,I `____________ x 2.RAFTER STRAPS AT RIDGE:SIMPSON LSTA24 AT EVERY THIRD RAFTER. Lu �_• I 3.RAFTER STRAPS TO SECOND FLOOR WALL PLATE:SIMPSON H2.5 AT EACH RAFTER. 4.SECOND FLOOR WALL PLATE TO SECOND FLOOR STUD:1/2'PLYWOOD WITH 8D NAILS AT 2'ON CENTER. '� :+•g 1 8.- u,s N I I I I47, y7�pr7?� 4io:3 I 2'XL'RAFTERS o 2'X4'RAFTERS I I X m o III III 5.STRAP BETWEEN HEADERS 8'-0'AND GREATER TO JACK STUD:SIMPSON HL. - r s r5 I °16'O.C. M °IL'O.C. I I iv Q ' L.SECOND FLOOR STUD TO FIRST FLOOR STUD:SIMPSON MSTA24 AT EVERY THIRD STUD. Y 3 - ea 8 "' III III 4.EXTERIOR PLYWOOD SHEATHING:1/2'PLYWOOD WITH 8D NAILS AT L'ON CENTER AT PANEL EDGES. UNLESS �" _` `a _ ' I I I I OTHERWISE NOTED. �gScw � o� Y 12)2'X8'HDR PRECISION LADDER.LLC EXIST.FRAMING TO BE XTR MODIFIED AS REQ'D TO SUPER SIMPLEX DISAPPEARING GENERAL EXTERIOR FIN 15 h NOTES h ACCOMMODATE NEW STAIR STAIRWAY 5 1111-B-30 INSTALLATION TYP. R.0=30'X54'EXACT LOCATION EXTERIOR WALL CONSTRUCTION: L 21'-I 1/2' L OWNER FINISHED SIDING TO BE CLAP BOARD STYLE VINYL SIDING TO MATCH t ALIGN W/ 10'-6 1/2' �, 10'-6 1/2' L EXIST.HOUSE SIDING,TRIM CORNER BDS.ETC.TO MATCH t ALIGN W/EXIST.TO 21'-1'EXIST.V.I.F. Lf t NOTE:EXIST.FINISHES TO BE PARTIALLY REMAIN(FIELD VERIFY). NEW SIDING OVER'TYVEK'OR EQ.BLDG.WRAP OVER p N L f t NOTE:PROVIDE INSUL°NEW REMOVED AS REQ'D TO ACCOMMODATE NEW 1/2'CDX PLYWOOD SHEATHING ON 2'X 4'WOOD STUDS°IL'O.C.W/R-15 BATT w 0 CAVITY INSUL.W/1/2'GYP.BD.TO INTERIOR. CAVITY INSUL.t INTERIOR GYP.BD. I- GABLE WALLS l RAFTERS t V2' INSTALLATIONS t PATCHED TO MATCH t � :,- GYP.BD.FINISH AS DIRECTED ALIGN W/EXIST.ADJACENT FINISHES TO IS OPTIONAL 1 TO BE COORD.W/OWNER PRIOR TO BID SUBMITTALS. ALL AREAS O v $ z o PARTIAL SECOND FLOOR PLAN a GARAGE - CONSTRUCTION SCALE:1/4'=1'-0' BY OWNER. IF,INSUL.IS PARTIAL FIRST FLOOR PLAN a GARAGE - CONSTRUCTION SCALE:1/4'=1'-0' REMAIN,ONCE NEW INSTALLATIONS HAVE TO C PATCHED OR FEATHERED INTO EXIST.CONSTRUCTION TO REMAIN TO Z Cv m m O INSTALLED PROVIDE INSUL. MATCH t ALIGN.FIELD VERIFY CONSTRUCTION ONCE FINISHES HAVE BEEN LL; m Q o ' a BEEN COMPLETE. ANY ADDITIONAL REMOVED. ALL INTERIOR TRIM,CASINGS.BASE BOARDS,ETC.TO MATCH II ALIGN 00 a 7 < <o c BAFFLES RAFTERS FOR ALTERATIONS TO BE COORD.t AS DIRECTED Q o O c CV PROPER VENTILATION. BY OWNER W/EXIST.HOUSE TO REMAIN TYP. EXTERIOR FINISHED SIDING.TRIM,CASINGS, 0 I 5 10 20 30 0 I 5 10 20 30 ETC.TO MATCH EXIST.HOUSE COLOR SCHEME,CONTRACTOR TO PROVIDE CL SAMPLES FOR APPROVAL BY OWNER. O O ,_�' to o NEW ASPHALT SHINGLE ROOFING RIDGE VENTS TYP. EXTERIOR WINDOWS: v O n TO MATCH EXIST.TO REMAIN RAKES TO MATCH EXIST. NEW WINDOWS TO BE BY'ANDERSEN'400 SERIES VINYL CLAD OR EQ.AS � c Z I OE LVL 1/2' HOUSE STANDARD TYP. 13/4'X9 1/2' SELECTED BY OWNER. ALL SIZES OF NEW WINDOWS AS PER WINDOW SCHEDULE. ; 2.0E LVL RIDGE 2.0E LVL RIDGE L-0 NEW WINDOWS TO BE �` ALL COLORS,FINISHES,TRIM,HARDWARE,SCREENS,ETC.TO MATCH HOUSE Z Z Z cn v CRICKET ROOF BEYOND ��� 0* ANDERSEN 400 SERIES 13/4'X9 I/2' STANDARD OR ALTERNATELY AS DIRECTED t APPROVED BY OWNER. NEW O O Lu 5 WHITE 2.0E LVL VALLEYS WINDOWS TO HAVE SIMULATED DIVIDED LITES W/LOW E INSULATED GLASS TYP. V 9 13/4'X9 1/2' *4 ,..�� / WINDOW ORDER 1 ALL OPTIONS TO BE COORD.W/OWNER PRIOR TO PLACING ORDER. ,,, O 0 0 O 2.0E LVL VALLEYS �, -- � A -- ROOF APRON __ _ __ 2'XL'RAFTERS O � Z c� °I6'O.C. � � ► I I I I � ¢ 2X PLATE LAYOVER FRAMING / I I I 2'X4'DIAGONAL BRACING I I I ROOFING: ¢ C� 0 Z a CRICKET ROOF �� I I I I °IL'O.C.ATTACH TO I I I NEW ASPHALT SHINGLE ROOFING TO MATCH t ALIGN t BE FEATHERED INTO O Ua 1= J W I I 4 I I RAFTERS t 2'XV PLATE I o I XTR I EXIST.TO REMAIN OVER 430 ROOFING FELT(OR AS PER MANUF.SPECS)W/ON � ¢ Lu Z '- 2'XL'RAFTERS I I OC I o I I Oe o I i 5/8'CDX PLYWOOD SHEATHING OVER FRAMING AS INDICATED ON PLANS i Z i J W I-_ Q ° LU IL'O.C. i T i 8'-0' :. KNEE WALL:2'X4'STUDS �� 8,_O. NEW 3/4'TIG PLYWOOD SHEATHING I ELEVATIONS. PROVIDE ICE t WATER SHIELD,ALUM DRIP EDGE,FLASHING. - oc O IL O.C. " OVER EXIST.FRAMING TYP. I COUNTER FLASHING.ETC. PROVIDE SOFFIT VENT.RIDGE VENTS,FLASH-FILTER a O � Q o FRONT , I VENTS.GABLE END VENTS.ETC.AS INDICATED ON DRAWINGS OR AS REQUIRED p O O J u- w PORTICO _ K-STYLE SEAMLESS ALUM. SIMPSON H2.5 HURRICANE TIES° I FOR PROPER VENTILATION. CONTRACTOR TO PROVIDE SHINGLE SAMPLE FOR O L w 0 02) GUTTERS-WHITE - EA.RAFTER TYP. APPROVALS PRIOR TO ORDERING MATERIALS. 0 X uJ G '� Z = Ur ----------- - ------� m� -------- -------- s- -- 3------'-- -------- �- ----� -- ~ W Z 3 __________,W__ _________________ I'X8'COMPOSITE FASCIA f EXIST.2'XB'JOISTS°IG'O.C. TRIM: v, O U I I r--- ��u ---- 1 r-- --------------------------------- � V 0 N I (ASSUMED-V.I.F.) � .,, LLJ CL a - sLl SOFFIT VENTS TYP. I I I I ALL TRIM,WINDOW CASINGS,RAKES.FASCIAS,GUTTERS t LEADERS TO MATCH t � � o a I I I I I ALIGN W/EXIST.HOUSE STANDARD TO REMAIN.CONTRACTOR TO COORD.W/ ¢ O O w I ® I OWNER ANY ITEMS WHICH WILL NOT MATCH EXIST.PRIOR TO BID SUBMITTALS t 0 I = PATCH SIDING TO MATCH! j I BE INCLUDED IN BIDS AS SEPARATE LINE ITEMS. ALL FINISH COLORS,PAINT ¢ a c � c n X I I I ALIGN W/EXIST.TO REMAIN TYP. U- I + COLORS.ETC.TO MATCH EXIST.HOUSE COLOR SCHEME TO REMAIN. a XTR XTR XTR I a NOTE: � I I U- I I I XTR I ANY ITEMS WHICH ARE NOT SPECIFIED ON DRAWINGS OR ARE NOT INDICATED AS ^ c � o XTR XTR EXIST.GARAGE TO REMAIN I I Li I MATCHING EXIST.TO REMAIN TO BE COORD.t CLARIFIED WITH OWNER! =j XTR, I I I I I XTR ARCHITECT PRIOR TO BID SUBMITTALS AND/OR COMMENCEMENT OF PROJECT TYP. W o �- m v EXIST.HOUSE TO REMAIN I I I U I I I EXIST.GA�RAJGE TTO REMAIN EXIST.HOUSE TO REMAIN V 0 ILJZ W `�z CL z Y �� W O = I NOTE:EXIST,ROOF,OVERHANG,GUTTERS.LEADERS!FASCIA TRIM°EXIST.GARAGE TO BE COMPLETELY t NOTE:EXIST.ROOF,OVERHANG,GUTTERS,LEADERS t FASCIA TRIM°EXIST.GARAGE TO BE COMPLETELY Q m U a REMOVED FOR NEW ROOF INSTALLATION. REMOVALS TO BE DOWN TO TOP OF GARAGE CEILING FRAMING t REMOVED FOR NEW ROOF INSTALLATION. REMOVALS TO BE DOWN TO TOP OF GARAGE CEILING FRAMING 11 Y Q } EXTERIOR WALL SHEATHING. SIDING TO B PARTIALLY REMOVED AS REQ'D TO ACCOMMODATE NEW INSTALLATIONS. EXTERIOR WALL SHEATHING. SIDING TO B PARTIALLY REMOVED AS REQ'D TO ACCOMMODATE NEW INSTALLATIONS. ce Q EXTERIOR ELEVATION - FRONT SIDE - PROPOSED SCALE:1/4'=I'-O' EXTERIOR ELEVATION - RIGHT SIDE - PROPOSED SCALE:1/4'=I'-O' °� j o LL! 0 1 5 10 20 30 0 1 5 10 20 30 O a EXIST.ROOFING TO BE REMOVED DOWN TO EXIST.SHEATHING ASPHALT SHINGLE ROOFING TO AS REQ'D TO ACCOMMODATE NEW INSTALLATIONS MATCH EXIST.HOUSE STANDARD TO I— In o REMAIN OVER 430 ROOFING FELT W/ Z w ICE t WATER SHIELD OVER 5/8'CDX F O S PLYWOOD SHEATHING ON 2'XV �-------------------- ___________ W le Cie o a W RAFTERS°IL'O.C. i i 3 Q o P GABLE END WALLS TO BE VINYL II Z W Z A SIDING TO MATCH EXIST.HOUSE i i � ) g STANDARD OVER TYVEK OR EQ. I I �+ 14 W Z z N BLDG WRAP ON 1/2'CDX PLYWOOD I I < O rr^^ a W XTR SHEATHING ON 2'X4'WD.STUDS°IL' I I O V W a In O.C.W/1/2'GYP.BD,FINISH TO I I CieQ _ o INTERIOR. GYP.DIRECTED BYBD.FINOWNEISH OPTIONAL I I XTR XTR XTR u C4M � '- I _ ! CAVITY NSUL.OPT ONALR AS-15 I I W lo DIRECTED BY OWNER. I EXIST.PORTICO TO REMAIN I I I ROOF SHOWN DASHED FOR CLARITY �r0�""�A"0Tv"'� °'°a"6'a"'T""'`u ----- -_j j ---------------- - - --- -- ---------- ED ARO ------------------- �uf I AL ix oF1Q��n a.7 XTR XTR XTR XTR `7'a 0III NEB I XTR 0OW4LLYSIGN8D{5EALED BY ACtELA 9CB+OE¢tU�.R;Ci I I EXIST.GARAGE EXIST.HOUSE TO REMAIN TO REMAIN -XTR EXIST.HOUSE TO REMAIN I EXIST.GARAGE TO REMAIN NOTE:EXIST.ROOF.OVERHANG,GUTTERS,LEADERS t FASCIA TRIM°EXIST.GARAGE TO BE COMPLETELY *NOTE:EXIST.ROOF,OVERHANG,GUTTERS,LEADERS t FASCIA TRIM°EXIST.GARAGE TO BE COMPLETELY REMOVED FOR NEW ROOF INSTALLATION. REMOVALS TO BE DOWN TO TOP OF GARAGE CEILING FRAMING t REMOVED FOR NEW ROOF INSTALLATION. REMOVALS TO BE DOWN TO TOP OF GARAGE CEILING FRAMING!EXTERIOR WALL SHEATHING. SIDING TO B PARTIALLY REMOVED AS REQ'D TO ACCOMMODATE NEW INSTALLATIONS. EXTERIOR WALL SHEATHING. SIDING TO B PARTIALLY REMOVED AS REQ'D TO ACCOMMODATE NEW INSTALLATIONS. AmEXTERIOR ELEVATION - LEFT SIDE - PROPOSED SCALE:I/4'=1'-0' EXTERIOR ELEVATION - REAR SIDE - PROPOSED SCALE:I/4'=I'-0' 0 1 5 10 20 30 0 1 5 10 20 30