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HomeMy WebLinkAboutBP25-011 N eqw _ N N to v W aJ C o o '° o va V V v Co ?� H QW O �7 a'^7 p c�l CC) 0 .. C ' v� W u ; x o A H Icy o w N A " a w (� W co V O en oN a � v cqcc CR o o v o W - 044 4-4 FF a g cu Pp --i A W V U O Ug CO 1�1 Q " W [� z z oN = QfL .� O Z ® Ch wm o- a „ op y c BiTIL � � MENT RSEP VIL E OF RYE OOK938 KING ET RvE BR 6>t,NY 10573 2 7 2024 / �� r 0V VILLAGE OF RYE BROOK ---'` BUILDING DEPARTMENT FOR OFFICE USE ONLV: Approval Date: �' ti �� Application# A L N-130 Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: 1- Case# C?q_0).15 Other: Application Fee: 100PD6ermit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 09.27.24 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. 1. JobAddress: 3 Terrace Ct 2. Parcel ID#: 135.66-01-22 Zone: R-10 3. Proposed Improvement(Describe in detail): New 2nd floor additian.__Remove and replace existing roof construction Interior renovation Replace existing windows and doors. 4. Property Owner: Chris & Anita Ware Address: 3 Terrace Ct Phone# Cell# (914) 263-2760 e-mail anita2007do(c_gmai1.com List All Other Properties Owned in Rye Brook: Applicant: Evan Sakofsky Address: 11 Berkley Ln Phone# Cell# (516) 314-1385 e-mail evan.sakofsky(cb_gmail.com Architect: Evan Sakofsky Architect Address: Phone# Cell# e-mail Engineer: Address: Phone# ,, 1 Cell# e-mail General Contractor: /V Q QC `r lev Nei Address: / S GJoo Si P,-7U2 Psf 4far,-/ To'-7 A)y /0(0 Phone#�,37?' 013/—8)y-(O Cell# e-mail {I) 611 f2024 5. Occupancy;(I-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam 6. Area of lot: Square feet: 10,000 Sf Acres: 0.23 7. Dimensions from proposed building or structure to lot lines: front yard: 30.0' rear yard: 36.6' right side yard: 11.4' left side yard: 31.4' other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: I'fl: 2"dfl: Yd fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added:Basement: 151 fl: 2°d fl: 536 sf 3`d fl: 12. Total Square Footage of the proposed renovation to the existing structure: /- 2,000 sf 13. N.Y. State Construction Classification: V-B N.Y.State Use Classification: R-3 14. Number of stories: 2 Overall Height: 29.0' Median Height: 23.5' 15. Basement to be full,or partial: finished or unfinished: 16. What material is the exterior finish: Hardie plank 17. Roof style;peaked,hip,mansard,shed,etc: peaked Roofing material: asphalt Shingles 18. What system of heating: hydronic 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 a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: X (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 impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: X Area: 31 sf net 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X (if 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: X (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: X (if 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: X (ifyes,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: X Indicate: TIER 1: TIER It: TIER lit: (if yes,a Nome 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 300,000 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 required prior to issuance of the C/O. 30. Estimated date of completion: Winter/Spring 2025 (2) 6t1 i2o24 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 3 Terrace Ct Section: 135.66 Block: 01 Lot: 22 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS 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% ° o a X R-10 10,000 20% 4.5% 3.5% R-5 5,000 300/c 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 10,000 Sq. Ft. 10,000 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1,465 Sq. Ft. 1,465 Sq. Ft. b. Area of 151 Floor Divided By Area of Lot x 100 14.7 % 14.7 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) 126 Sq. Ft. 126 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 1.3 % 1.3 % 4. AREA OF DECK N/A Sq. Ft. N/A Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % % zthe best of my kn wledge and belief,the above information is correct. Architect's Signat 1�1 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 3 Terrace Ct Section: 135.66 Bloch: 01 Lot: 22 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-2S 20 0 to 4,000 0 55 R-20 30 2.2 6,001 to 12,000 2,900 27 R-15 35 1 to 1 =20 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 _ 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: 10,000 s .ft. Existing Allowed Proposed Total impervious coverage = 2,851 S .ft. 3,980 S . ft. 2,882 S .ft. Front impervious coverage = 23.4 % 45 % 24.3 % I attest to the best of my owledge and belief,the above information is correct. A itect's Sig re (4) 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 939 KING SSrRF+r RYF. BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 3 Terrace Ct Section: 135.66 Block: 41 Lot. 22 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [(Lot Area — 21,780) x 0.11478421 ]: a. Allowed = 2,648 Sq. Fe t b. Existing = °� Sq.' e�t c. Proposed = 2,929 Sq. Feet 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!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 EXIS77NO PROPOSED_ REQU/RED FRONT: FRONT: FRONT: .44 R35 SIDE. SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 0-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE. SIDE: SIDE: 1.60 FRONT: FRONT. FRONT: .60 R 15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 IP-ISA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-f2 SIDE: SIDE: SIDE: 1.60 FRONT:0.48 FRONT:0.73 FRONT: .80 R-10 SIDE:1.11 SIDE: 1.77 SIDE: 2.40 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 RL2F SIDE. SIDE: SIDE: 4.00 1 attes the best of m owledge and belief, the above information is correct. A itect's Signatu (5) 6/1/202A BUILD TMENT (� VI E OF RYE B OK L CMWF DD 938 KING ET RvE BRa©T NY 10573-0 SEP 2 7 2024 ov 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: 3f, Aiiik (Ahj,,eS IQr�� , residing at, 3 Terrace Ct I Pri t 11,11 I 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; 3 Terrace Ct , Rye Brook, NY. IL l, 1 I Ire„I 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. h, �i, alum nl Ihuper[) (1,c rl; - r (Print Nun •(I(Properh Milcrl"I) Sworn to before me this day of 50'e 20 ALEJANDRO A GARCIA MONTAS Notary Public-State of New York NO.01GA6383865 (6 Qualified In Bronx County My Commission Expires Nov 26, 2026 61IY2024 This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. (Title 19 Part 1264 8&. 1265 NYCRR) To: The Building Inspector of the Village of Rye Brook. From: Evan Sakofsk Subject Property: 3 Terrace Ct SBL: 135.66-1-22 Zone: R-10 Please take notice that the subject; o One or Two Family; ❑ Commercial, ❑ New Structure X Addition to an Existing Structure (Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; R - ❑ Truss Type Construction(TT) SEP 2 7 2024 )Q Pre-Engineered Wood Construction(PW) VILLAGE OF RYE BROOK ❑ Timber Construction(TC) BUILDING DEPARTMENT in the following location(s); X Floor Framing, including Girders&Beams(F) Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR §1265 for One &Two Family Dwellings. Sworn to before me this t ' Sworn to before a this day f �0 t day of 20 r� 1 ature of caner Signature of Desi'gwfrofessi& Ainr ar4�'- Evan Sakofsky Print Name of Property Owner Print Name of Design Professional Notary PqE7 Notary is ALEJANDRO A GARCIA MONTAS Notary Pubilc-State of New York NO. OTGA6383865 ALEJANDRO A GARCIA MONTHS Y Qualified in Bronx County Notary Public-State of New York C Aty Commission Expires Nov 26. 2026 (7) NO.OIGA6383865 Qualified in Bronx County My Commission Expires Noy 26, 2©26 r >V 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: Evan Sakofsky , 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 stonnwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this 264ti Sworn to before me this 2 ? day of S , ,,t� , 20 ),t day of S 66 l em 6 CA , 20_X* r ture of P rtT Owner Signature of Applicant ,% IAJOZ-Q . et�-� Evan Sakofsky Print Name of Property Owner Print Name of Applicant Not Publi• No Ic ALEJANDRO A GARCrA MONTHS Notary Public•state Of New York NO,fi O i Bronx 38 o5 ALEJANDRO A GARCIA MONTHS Qualified in Bronx County Notary Public-State of New York My Commission Expires Nov 26, 2026 NO.01GA6383865 Qualified in Bronx County My Commission Expires Nov 26,2026 (g) 6/l/2024 Evan Sa kofsky W RE RESI EN E ARCH I T E C T 11 Berkley Lane ����� Rye Brook•New York 3 TERRACE COURT RYE BROOK , NEW YORK - �—� 1os�3 SB � , - .ram 516.314.1385 t3 1BUILD"401NSPECTO... --._.• k1 NY „ flit W FRtv . v PU N j DEC 11 2024 z ��.. w DATE .� o z K a _:t BUILDING D EPAR i MENT � w Y _ village o aoo W (.) 0 GENERAL NOTES CONSTRUCTION&ENERGY CODE NOTES: INSULATION&ENERGY NOTES: PLOT PLAN ArchitOCtUr-1 R •Witaw Sozird CC Q O 1 -ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE CONSTRUCTION TYPE V-B THERMAL PERFORMANCE AND SPECIFICATIONS FOR INDIVIDUAL PROJECT ADDRESS 3 TERRACE COURT RYE BROOK.NY 10573 Approval Date: �l _4 PREVENTION AND BUILDING CODE INCLUDING THE 2020 RESIDENTIAL BUILDING COMPONENTS W CODE OF NEW YORK STATE(2020 RCNYS),THE 2020 ENERGY OCCUPANCY CLASS R-3(ONE-FAMILY RESIDENCE) SECTION/BLOCK/LOT 135.66-01-22 Chairman. � m CONSERVATION CODE OF NEW YORK STATE(ECCNYS),THE 2020 A. EXTERIOR STUD WALLS:1"THICK R-7 CC-SPF WITH 3 YZ',MIN R-13 FGI _.. PLUMBING CODE OF NEW YORK STATE(2020 PCNYS),THE 2017 NATIONAL IN 2x6 STUD WALLS. ELECTRIC CODE(NFPA 70-2017).LOCAL HEALTH DEPARTMENT 1 THIS PROJECT IS BEING FILED UNDER THE 2020 NEW YORK STATE B. ROOF RAFTERS:7"THICK,MIN R49 IN 2x10 RAFTERS cc w REGULATIONS AND ALL OTHER APPLICABLE REGULATIONS BY CONSTRUCTION CODES C. CRAWL SPACE WALLS:MIN R-10 FOIL FACED RIGID INSULATION w Of AUTHORITIES HAVING JURISDICTION 2 THE DESIGN OF THIS PROJECT,TO THE BEST OF THE ARCHITECTS D. BACKSIDES OF RIM BOARDS:5"THICK R-20 OC-SPF A SHOULD THERE BE ANY INFORMATION SUPPLIED ON OR OMITTED FROM KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT,IS IN E. EXTERIOR HEADERS:FILL REMAINING CAVITY WITH CC-SPF t R-18 THE DRAWINGS OR IN THE SPECIFICATIONS THAT INADVERTENTLY DOES COMPLIANCE WITH THE REQUIREMENTS OF THE 2020 ENERGY AT DOUBLE 2x HEADERS NOT COMPLY WITH CODE,THE CONTRACTOR SHALL BRING THE MATTER CONSERVATION CODE OF THE STATE OF NEW YORK. F. FLOORS OVER UNCONDITIONED SPACE(SEE BUILDING SECTIONS):5" M TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND RESOLVE IT 3 THE PROJECT SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION THICK MIN R-32 OC-SPF r » `-♦ G. BEFORE ANY CONSTRUCTION AFFECTING THIS MATTER BEGINS. CONSTRUCTION CODE PER SECTION 402.1;THE PRESCRIPTIVE METHOD HVAC SUPPLY DUCTS NON-CONDITIONED ATTIC SPACE:MIN R-8 e B SHOULD THE CONTRACTOR KNOWINGLY CONSTRUCT ANYTHING IN OF COMPLIANCE AS NOTED BELOW. DUCT WRAP SEAL ANDD TEST PER CODE -- { Ira H. PIPING FOR HYDRONIC HEATING SYSTEMS AND HOT WATER SUPPLY NON-COMPLIANCE WITH ANY CODE WITHOUT CONSULTING BEFORE MIN R-3 PIPE WRAP qr HAND.THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MANDATORY PROVISIONS ., ! 10 - r CORRECTING THE CONSTRUCTION TO COMPLY WITH ALL LOCAL AND THE PROJECT SHALL COMPLY WITH THE MANDATORY PROVISIONS OF THE 1. INTERIOR ACOUSTIC INSULATION:PROVIDE WHERE INDICATED ON STATE CODES AND AT NO ADDITIONAL COST TO THE OWNER,EVEN IF FOLLOWING SECTIONS PLANS AND SECTIONS PROVIDE 3"THICK BLANKET IN STUD WALLS THE DRAWINGS OR SPECIFICATIONS CAN BE SHOWN TO CALL OUT z _ - ram--� PROVIDE 6"THICK BLANKET IN FLOOR/CEILING CAVITIES --- °"`° r _ NON-COMPLYING SITUATIONS 4013 A CERTIFICATE WILL BE PROVIDED ON THE ELECTRICAL PANEL AS �, SEAL 2 SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE REQUIRED INSULATION SPECIFICATIONS 8 GENERAL NOTES �( C CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS,THE 4021 1 VAPOR RETARDER PROVIDED THROUGH THE USE OF CLOSED ! L >w - - \ QE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS CELL SPF INSULATION ON RAFTERS AND LOW-PERM PRIMER ON 1. OPEN CELL SPRAY FOAM(OCSPF)INSULATION ICYNENE CLASSIC PLUS SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED WALLS (LD-C-70)OR APPROVED EQUAL WITH MIN R-4 0 PER INCH OF SPRAYED RESULTS PATCH,REPAIR AND FINISH OF ALL DISTURBED AREAS 40212 INSULATION AND FENESTRATION SHALL BE PER THE TABLE THICKNESS a . 1 L - Y '� -► 3 ALL ELECTRICAL,PLUMBING AND H.V.A.C.WORK SHALL BE DONE OR BELOW 2. CLOSED CELL SPRAY FOAM(CCSPF)INSULATION:JOHNS MANVILLE JM DIRECTLY SUPERVISED BY SUBCONTRACTORS LICENSED TO WORK IN THE 4024 AIR-LEAKAGE SHALL BE LIMITED PER SECTIONS R402 41 CORBOND III OR APPROVED EQUAL WITH MIN R-7 0 PER INCH OF p 1 STATE THROUGH R402 4 5 SPRAYED THICKNESS , NJ► `� 4 DIMENSIONS SHOWN ARE FROM STUD TO STUD,EXCEPT WHEN MEASURING 40241 1 THE BUILDING THERMAL ENVELOPE IN THE AREA OF THE 3. FIBERGLASS INSULATION(FGI):OWENS CORNING PINK NEXT - 1 t 9). 1 g0 0 FROM EXISTING WALLS IN WHICH CASE DIMENSIONS START FROM FINISHED WORK SHALL BE DURABLY SEALED TO LIMIT INFILTRATION GENFIBERGLASS INSULATION OR APPROVED EQUAL F O � - PMMING `N GYPSUM BOARD OR SHEATHING PER TABLE 402 4 1 1 4. INTERIOR ACOUSTIC INSULATION:ROCKWOOL SAFE'N'SOUND MINERAL _ _ _ _ , 5 VERIFY ALL DIMENSIONS IN THE FIELD DISCREPANCIES BETWEEN ACTUAL 40243 FENESTRATION SHALL MEET AIR LEAKAGE REQUIREMENTS WOOL GATT INSULATION NO SUBSTITUTIONS SEE PLANS AND SECTIONS � t 1 � � INDEX NE F r „ CONDITIONS AND DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED 40245 RECESSED LIGHTING SHALL MEET THE REQUIREMENTS FOR LOCATIONS TO RECEIVE ACOUSTIC INSULATION _ t A-2.2 FOUNDATION&ROOF CONSTRUCTION PLANS X X TO THE ARCHITECT IN WRITING FOR CLARIFICATION WORK SHALL NOT 403.1 CONTROLS AT LEAST ONE THERMOSTAT SHALL BE PROVIDED S. DUCT WRAP:JOHNS MANVILLE MICROLITE VINYL FIBERGLASS DUCT _--� PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED FOR EACH SEPARATE HEATING AND COOLING SYSTEM WRAP INSULATION,OR EQUAL WITH MIN R-8 INSTALLED VALUE t ti -'� AS.1 EXTERIOR ELEVATIONS X X 6 INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY 403.3.2 DUCTS SHALL BE SEALED 6. PIPE WRAP:JOHNS MANVILLE MICRO-LOK FIBERGLASS PIPE INSULATION „� \ ISSUED FOR: ALL CONDITIONS,SIZES AND QUANTITIES PLANS ARE FURNISHED TO 403.3.3 DUCTS SHALL BE TESTED PER THIS SECTION OR EQUAL MIN R-3 AT OPERATING TEMPERATURE INDICATE THE SCOPE OF THE INTENDED CONTRACT WORK EXISTING 403.3.5 BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR 7. SPF FLAMMABILITY:SPF MUST MEET ICC-ES ACC377 APPENDIX X I \ A-3.2 EXTERIOR ELEVATIONS X X PERMIT CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED PLENUMS MODIFIED NFPA 286 TESTS FOR FLAMMABILITY ` t t A-4 1 BUILDING SECTIONS&DETAILS X WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT TO THE ATTENTION OF 403 4 MECHANICAL SYSTEM PIPING CARRYING FLUIDS ABOVE 105'F OR 8. ADDED THERMAL IGNITION BARRIER:ALL SPRAY FOAM WITHIN ATTICS _ THE ARCHITECT AND OWNER FOR RESOLVING RELOCATIONS MUST BE BELOW 55•F SHALL BE INSULATED TO A MINUMUM OF R-3 AND CRAWLSPACES SHALL HAVE THERMAUIGNITION BARRIER AS t ISSUED DATE: "�' �, - -1 CHECKED TO VERIFY THEIR FEASIBILITY IN ACCORDANCE WITH THE NEW 4036 OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC REQUIRED BY CODE IN UNFINISHED ATTICS AND OTHER SPACES WHERE E ELECTRICAL&LIGHTING PLANS X;+ 12.12.2024 REQUIREMENTS. GRAVITY DAMPERS INSULATION IS LEFT EXPOSED PROVIDE INTUMESCENT PAINT THERMAL 1 7 WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER 4037 NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT BARRIER IN FINISHED ATTICS PROVIDE Yi'PAINTED GYPSUM BOARD " SCALED DIMENSIONS VERIFY ALL DIMENSIONS AND CONDITIONS SHALL MEET MINIMUM EFFICIENCY REQUIREMENTS 9. RIGID INSULATION BOARD:JOHNS MANVILLE AP FOIL-FACED POLYISO *NOT TO SCALE REVISION DATE: REVISION NO.: INDICATED ON THESE DRAWINGS 4041 AT LEAST 90%OF PERMANENTLY INSTALLED LAMPS OR FIXTURES INSULATION BOARDS,R-6 PER INCH,OR EQUAL 8 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION SHALL BE HIGH-EFFICACY 10. MATERIAL INSTALLATION:INSTALL MATERIALS AND SYSTEMS IN AGAINST DAMAGE.BREAKAGE COLLAPSE DISTORTIONS AND ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES.STANDARDS AND SUBMITTALS INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION GOOD PRACTICE M.E.P. DESIGN/BUILD NOTES WITH ADJACENT CONSTRUCTION COORDINATE WITH WORK OF OTHER 9 MANDATORY INSPECTIONS MANDATORY INSPECTIONS SHALL COMPLY SECTIONS WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION 1 THE FOLLOWING ITEMS SHALL BE COMPLETED BY THE CONTRACTOR AS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA VISIT THE PROJECT SITE TO INSPECT THE SCOPE OF THE WORK IN 2=IRC TABLE I=21 RELATION TO THE EXISTING CONDITIONS DESIGN BUILD ITEMS THE CONTRACTOR SHALL SPECIFY,SIZE.AND LAYOUT NECESSARY EQUIPMENT AND FIXTURES AS REQUIRED FORA GROUND FLOOD WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN _ 10 VENTILATION PROVIDE VENTILATION IN CONFORMANCE WITH THE STATE COMPLETE SYSTEM SUBJECT APPROVAL OF THE OWNER SNOW LOAD SPEED DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL BUILDING CODE. (MPH) CATEGORY DEPTH TERMITE REQUIRED INDEX TEMP TITLE SHEET& 11 SMOKE DETECTORS SHALL BE MOUNTED AND PLACED IN ACCORDANCE A HVAC SYSTEMS REFER TO FLOOR PLAN FOR GENERAL LOCATIONS FOR 20 PSF 115 MPH C SEVERE 42 MOD TO HVY 7 F YES LOCAL <1500 50 F 1✓ WITH NFPA 72,STANDARD FOR INSTALLATION AND MAINTENANCE AND USE HVAC EQUIPMENT SYSTEMS SHALL BE EXPANDED OR MODIFIED AS GENERAL NOTES OF HOUSEHOLD FIRE WARNING EQUIPMENT AND IN ACCORDANCE WITH REQUIRED TO ACCOMMODATE NEW LAYOUT STATE BUILDING AND FIRE CODES A A PROVIDE HVAC SUITABLE TO MAINTAIN A 72 DEGREE INTERIOR 12 ALL PLUMBING WORK SHALL CONFORM TO THE STATE PLUMBING CODE TEMPERATURE WHEN THE EXTERIOR TEMPERATURE IS BETWEEN 0 PRESCRIPTIVE INSULATION&FENESTRATION COMPLIANCE ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE AND 90 DEGREES FAHRENHEIT AND ALL HEATING AND VENTILATING WORK SHALL COMPLY WITH AMERICAN PRESCRIPTIVE REQUIREMENTS PER TABLE R40212 R403.3.1 R403.S.3 A B AIR-CONDITIONING SYSTEMS SHALL HIGH EFFICIENCY OZONE CLIMATE ZONE A S- B U!LT 1 F I N A L SURVEY SOCIETY OF HEATING,REFRIGERATING AND AIR-CONDITIONING ENGINEERS FRIENDLY MINIMUM 13 SEER CONDENSING UNIT(S) GLAZED DUCTS* oucTs HOT (ASHRAE)STANDARDS A C EQUIPMENT SHALL BE SIZED ACCORDING TO AIR-CONDITIONING FENESTRATION SKYLIGHT FENESTRATION CEILING WOOD FRAME MASS WALL FLOOR BASEMENT SLAB CRAWLSPACE LESS THAN GRATER WATER REQUIRED rt1 13.PROVIDE CARBON MONOXIDE DETECTORS WITHIN 15 OF SLEEPING AREAS CONTRACTORS OF AMERICA'S(ACCA)MANUAL J AND SECTION 4A U-FACTOR U-FACTOR SHGC R-VALUE R-VALUE R-VALUE R-VALUE WALL R-VALUE R-VALUE R-VALUE 3••0 EQ AL TO r 0 THAN OR PIPE PRIOR V AND ADJACENT TO THE GARAGE M1401.3 OF THE STATE BUILDING CODE RULE-OF-THUMB METHODS R•6 IN ATTICS R-B IN ATTICS � � 14.THE TERM PROVIDE MEANS TO.FURNISH AND INSTALL REQUIRED 032 055 040 49 20 OR 13+5 8/13 19 10/13 10,2 ft 10/13 R-3 , 15.THE TERM FURNISH MEANS TO SUPPY REQUIRED COMPONENTS AND SHALL NOT T USED R-4 2 OTHER -8 IN AT IC B ELECTRICAL SYSTEMS REFER TO ELECTRICAL PLANS FOR GENERAL R-22 R-6 IN ATTICS R-8 IN ATTICS FINAL PECTION DELIVER TO PROJECT SITE LAYOUT OF FIXTURES AND SWITCHING PROVIDE OUTLETS PER CODE PROVIDED US 0 32 N/A U 5 0 40 R-49 CAVITY N/A R-32 N/A N/A N/A R-4 2 OTHER R-6 OTHER R-3 16.THE TERM INSTALL MEANS TO INSTALL ALL REQUIRED ITEMS C PLUMBING SYSTEMS REFER TO FLOOR PLANS FOR GENERAL LOCATION 'DUCTS LOCATED COMPLETELY INSIDE THE OF PLUMBING FIXTURES BUILDING THERMAL ENVELOPE ARE NOT REOUIRED TO BE INSULATED , 01 OF 13 The following specifications are made inn general form and not Demolition-Provide all labor materials and equipment to perform the 03 300-Casten?lace Concrete Division 04 000-Masonry 06100-structural Metal Framing valley metal Fasten all edges with large headed galvanized nails on 6" fastened with appropriate nails staples or glue Check specific (minimum)copper pipes,located below frost line From the meter to the Evan Sa kofsk all sections or materials pertain to this project In the case of required demolition of existing pavement no longer needed for access or Footings-Center ail footings on wails piers or columns above unless Fabrication and erection of structural steel shall conform to the American centers Lay courses parallel with eaves Do rat stretch courses manufacturers recommendations budding install 1 5"supply water lines Use 1/2".3/4"minimum lines from conflict between the specification on this page and parking abandoned uWRes and strictures which interfere with the otherwise rated All footings shall rest on undisturbed virgin soil with 04 050-Basic Masonry Materials and Methods Institute of Steel Construction'Manual of Steel Construction Load and supply lines to each plumbing fixture as required At water heaters and specifications found elsewhere in this drawing set,the proposed construction When required install chain fink fencing around minimum soil bearing allowable of 2000 pisf tested(or 95 percent Masonry Mortanng-Mortar shall be Type'M"or'S"n accordance with Resistance Factor Design 07 200-Thermal Protection Unfinished:Acclimate flooring to conditioned space a minimum of seven hose bibs install a minimum 3/4"pipe From water heater install 3/4"-1- specifications shown on the drawings shall take precedence. the area of demolition work Protect ail adjacent areas not to be compaction or 3/4'stone compacted in 12 Idts to 95 percent density d fill ASTM C270,2500 psi Grout shall be in accordance with ASTM C270, Provide insulation per the drawings All plumbing chases in interior a walls days prior to installation Wood(boring shall be tongue and groove pile fo each room with branches to fixtures as described above Fittings A R C H I T E C T demolished Remove all debris from job site before construction begins is required Footings at building perimeter shag be a mirumum of 42"below Type M,2500 psi concrete using pea gravel for coarse aggregate with a Steel deck units and accessories shall be fabricated from steel sheet shag be insulated with Roxul Safe'N'Sound insulation for sound construction 3/8'duck x 21'41mde random lengths with true square edge shall be wrought copper•soldered with 95-5 solder and suitable flux Use frost line constructed of 3000 psi concrete Provide 3-#5 rebar maximum aggregate size of 3/8"and an 8"minimum to 11"maximum conforming to astm a653 sq grade 40,with minimum yield point of 40ksi �enLiabon for a flat smooth surface unless rated otherwise Use 2'barbed fasteners polished chrorie adjustable brass P-traps with wall escutcheons at all Division 00 000.Procurement and Contracting Requirements. Remediation (reinforcing steeQ continuous through footers unless otherwise noted slump.Mortar joints shall be 3/8'thbck,finished to produce a concave• of approved staples for installing plank or strip flooring After a minimum exposed locations Pox tubing shall be allowed Provide#5 rebar renforcn stoe comer bars at ail comers and ash.beaded•raked form.Mortar or grout not used within 2 12 hours Provide all structural steel and miscellaneous metal work inducting lintels of 48 hours sand and finish usin a stain coat and a minimum three coats 00 260-Su lemen Contractor fo abate arty hazardous material or substance before beginning ( 9 07 300-Shin les,Roof Tiles and Roof Cover e 9 pp tary Instructions to Bidders construction Contractor shall contract with a property licensed and intersections of footings•beams and walls Each side should overlap 2 0",after mixing shall not be used in masonry work In hot weather add water fetch plates arnd all support members,complete with required breang 9 of polyurethane Provide shut-of(valves at sinks•toilets water heater and otter fixtures as 1 1 Berkley Lane prior fo submMin a bid price for the work the corRractor qualified hazardous material contractor with a 90 degree bend Footings stall bear on undisturbed soil and kept as needed to supplement evaporation losses In cob weather,when air welds washers nuts shims anchor bolls base plates•bearing plates Asphalt shingles.Provide Composite Asphalt shingles per required Test all pipes under 100 Ibs pressure per budding code Site visitation g free from ground water Underneath load-bearing wails and interior or temperatures range between 32 degrees and 40 degrees Fahrenheit,heat manufadurels recommendations over undedayment as specified on requirements Rye Brook-New York shall visit the site and verify all conditions n the contract documents and mixing water ore re to to between 70 de rees and 160 d rees Alf steel details and connections shall be in accordance with the drawl s 09 7000-Wall Fmnshes exterior column(oolongs thicken slabs within a 1'redius fo 12'thick �� 9 � rig inform the architect of any discrepancy prior to execution of the work 02 300-Earthwork Fahrenheit maximum When air temperature is below 32 degrees requirements of the latest AISC specifications and latest revisions Walls shall be clean and free of defects such as cracks or unfinished joints 10573 Fahrenheit heat both the missing water and aggregate to between 70 Provide all required anchor bolts bearing plates and metal bes required by Slate Shin les.All slate shall be hard,dense,sound rock machine prior to installation of wall finishes If mildew is evident mildew must be Waste Drainage-Install sewage clean out at the end o►each horizontal 00500-Certificates Shoring and Underpinning-Existing feelings foundations pile caps Slab Foundations-Concrete floor stabs(other than garage or exterior ees and 160 ees Fahrenheit maximum Mortar colors to be standard practice and as noted below 9 removed and surface property treated to inhibit further mildew growth drainage run and every 100 feet per building code requirements Vents grade beams,retaining walls or pavement which may be affected by slabs)shall be constructed of 3000 psi concrete,arc slabs and extenor punched for two nags each All exposed comers shall be practically full shall be installed throughout plumbing connections and connected with the . Atl bonding and rrisurence net uction shall ct coordinated with the 9 selected by the Architect 516 314 1385 Owner prior fo beginning constriction Contractor shall adddiorally insure excavation operations shall be shared or underpinned adequately or slabs shall be constricted of 3500 psi concrete•4'thick reuiforcod with 10 All structiirel metal for beams shall be in accordance with ASTM A992-50 No broken comers on covered ends which sacrifice Wading strength or the vertical stacks and vented through the roof Check with local building code the Architect and rta consultants Provide Architect with ACORD insurance otherwise protected against settlement and shall be protected against gauge 6'x 6"welded-Mro mesh continuous and rebar(reinforcing steep All structural steel for steel columns shall comply with ASTM specificabon laying of watertight roof will be allowed No broken or cracked state will be 09 900-Painting and Coating officials for specific venting requirements lateral movement.Provide necessa materials to hold back earth at as Masonry Anchorage and Reinforcing A-53 Grade B or A-500 SWdural steel columns shall be r drawl s used Pre re each surface to receive scheduled work as set forth below certificate prior to start of constrtctan nY per plans Place slabs overwell-compacted granular fill compacted in Pe n9 Pa excavations and as required to prevent cave-ns and earth sloughs 12 Inch lifts to 95 percent density per AASHTO T-180 Proctor and a 15 and Brick Ties-Install gatvanized steel wire type brick ties The brick veneer but at a minimum 3"minimum inside diameter unless noted otherwise Water Heater-Provide on a design-build basis Water heaters)shall vapor barrier U N O Constriction or control joints shag be provided in must be securely attached to the existing construction Provide one tie for All steel plates shall be n conformance with ASTM A36 Wood Shingles.Install all shingles per the Cedar Shake and Shingle Exterior Painting-AA nail heads shall be set below the surface and have appropriate safety valves back flow preventers,pressure relief Division 01 000.General Requirements Excavation Support and Protection-Install excavation support systems slabs on grade so that the maximum area between pints shall be 400 sq each 2 2/3 sq ft of wall area The maximum spacing of ties either Tubular Steel shall be n conformance with ASTM A500 Grade B Bureau recommendations finished smooth It mildew is evident.the mildew must be removed and horizonta or vertical should not exceed 24 inches Thus bes valves and drain assemblies Follow manufacturer re for safety preservation of existing unprovements Design crttera of R aril the length of that area is not more than twidxr the width Provide tlY ty fang Steel pipe shag be in conformance with ASTM A-53 Grede B surface treated to inhibit further mildew growth Exterior walls shall 01 100-Additional General Requirements support systems shall consider all loads n a manner which wig allow the smooth steel trowel finish for ail interior stab areas and garage surfaces applies above and below grade Steel angles and channels shag be n conformance with ASTM A36 Tile Roofing.All We shingle assemblies shall be complete with all receive a{rimer coat and two coats of flat or semigloss paint Pre-prime In addition to the General Conditions the follows conditions shall a safe and expeditious construction of permanent structures without Provide broom finish texture for all exterior slabs unless recennng finished Cast Iron shall be in conformance with ASTM A-48 Gass 30 unless required cover,pan,ridge,hip file closure file and accessories Install as the backside edges and ends of lumber and siding prior to construction PPty movement or settlement of the ground Shoring including sheet piling done or other surface Slope exterior patio or porch slabs away from Tie Fasteners-Wood Frame-Install corosion resistant nails to attach otherwise noted specified by file manufacturer No broken or cracked ble shall be used When staining Pre-prime with the same product as specified for the final 15 800-Heating,Ventilating,and Air CondiUonnng(HVAC) The contractor shall furnish all labor•materials tools.equipment• shall be furnished and installed as necessary to protect workers.banks building at 1/8"of drop in elevation for every 1'-0'in distance At garage the corrugated metal ties to wood frame construction The nails should coat Sand and putty wood surface smooth before finish is applied appliances transportation hauling•etc.To complete.n a workmanlike adjacent paving,structures and utilities Shoring bracing and sheeting stab provide positive drainage and taper lip at garage/overhead door penetrate at least 1 1 4-into the wood studs Welding Electrodes shall be as permitted by AWS Code D1 0 Surfaces shall be sanded before each finish layer is applied Iristatl control systems Zone rooms as appropriate The lodatan of manner everything shown.tailed for or reasonably unpbed in the plans or shall be removed as ezdevatioris are badidilled in a manner to prevent Exterior slabs and garage slabs shall be air-entrained between 5%and 7% All bolts shall be in conformance with ASTM A325 and A490 07 400-Roofing and siding Panels controls shall be coordinated to avoid cordbcts with furnishings or uses for total arc content All anchor rods shall be in conformance with ASTM F1554 Grade 36 Metal Roof-Install 50 year warranty raised nb or standing seam metal the rooms in which controbs are located rn these specdcations ca�^9 Metal-Corrosion resistant,self tapping metal screws should be used o roof system with concealed tastenors as shown on construction PaintlStain-Prime wood surfaces incluulmg faces edges and ends before attach metal wire ties to metal construction Screws should penetrate at installat on After installation apply at lead one coat of wood prirter and Contractor shall review construction documents and provide labor and Poured Concrete Basement Walls-Poured wags shall be constructed of documents Install a layer of fire-retardant paper between roof structure Central HVAC Equipment-HVAC shall be a fully operational engineered materials pertaining a carpentry work c merit a in said documents and Excavation-Excavate as required for all construction utilities.paving and Pour si concrete with rebar as shown o drawn I(ll rebar is shown least 12 inch into the metal structure and metal two coats of finish paint system designed to meet local weather concirbons and building m crfied herein.while tom with all a idable id doc codes equipment as indicated or as necessary Excavation shall be performed P � 05 600-Metal Fabrications requirements All permits and inspections shall be obtained by contractor PM^8 Ppl 9 so that the area of the site and the area immediately surourding the site then at a minimum•provide#5 rebar(reinforcing steel)at 12"x 12"on Concrete or Mason Install ties with la bolts and ex nsion shield or Install rtetal detaifin ass cited on construction documents.Install metal Interior Paintin Interior nt shall be Ben min Moore Nature No-VOC as r uired a lcable buildin codes Guarantee:all workmarsh and materiels shall be uarenteed fora and affecbn o ratans at tie site will be continual and etfoctive center(OC)paced in a vertical grid Patch all voids and depressions ry 9 9 Wood siding-Install horizontal or vertical wood stilling as specified in 9- Pa P eq yY PP 9 9 9 ty ty exdxiedi 3/B inch in an direction Provide a o ate wale oofin masonry nails The fasteners and anchors should be corrosion resistant gates.grilles•iron work etc to meet all applicable building codes•with condncloon documents Std rig shall be laln deed straight grain and Paint U N O AA nail heads shall be set below the surface and finished minimum period of one year after acceptance by owner untess otherwise drained Water shall rat be permitted to accumulate n the excavation ^g y PP<Pr g When installing a continuous steel angle it should conform to ASTM A36 appropriate detailing and patterns as shown in construction documents sealed at all ends When idin n all hln-dine al nits should be smooth Joints should be taped and covered with a suitable drywall joint Airconditionin Unit indicated The excavation shall be drained by pumping or other sabdadory methods system around the exterior perimeter and'install drainage as specified by and be treated fo resist corosan Steel angles for lintels should be a Metal shall be slap built welded together•cleaned thoroughly and painted 9 ly p compound Sand the spacMed Wad heads and joint compound smooth and g fo evert softens of the foundation bottom undercuttin of(ootin or manufacturers recommendations blocked and butt joints caulked or concealed with batten stops HVAC unit(s)shall total be minimum 13 SEER The system wdl contain a Pr ^9 9 9 minimum 1 A'thick with at lead 3 inch legs with two coats of an anti-rust pruner After installation apply an additional dust well before priming Interior walls shall receive a primer coat and two concrete ad for the condenser wer disconnects,condensate drains Damages:for the duration of the constriction period the contractor shall other actions detrimental to proper construction procedures coat and anti-rust primer in preparation for finish coats coats of flat or semi-gloss pant Surfaces shall be sanded before each P Po assume full responsibility for all damages caused by his workers or Concrete Finishin Re ir of surface defects shall be in immediate 07 600-Flashing and Sheet Metal finish to er is a arc distribution ducts ddfusers and thermostats Cenbml units for au 9' Pa 9 ty Y Pplled subcontractors'workers The contractor shall re air and/or re ace all Masonry Accessones conditioning or ventilation shall be arranged so that airflow is as direct as P pl Trenching for underground utilities systems and drain bras shall be after removal of form or pouring of slab foundation Provide smooth steel Install appropriate hashing at all jo�rRs of chimneys dormers walls vent broken parts•including glass at no additional cost to the owner All trowel finish for all interior stab areas and ra a surfaces Provide broom Flashing-Flashing materials may be bituminous membranes,sheet Division 06 000-Wood,Plastics,and Composites pipes and other connection points to prevent the infiltration of water possible Coordinate location of return a r unit eencheed fo the required alignments and depths The bottoms of 9 Interior Wood-Wood surfaces shall be sanded smooth before finish is openings due to coristniction in exterior wags and roofs of the existing finish texture for all exterior slabs Sb exterior path or rich slabs metals or a combination of these Continuous flashing shall be irnstalled at Flashing shag be assembled of 16 ounce hard co r sheet metal Valle trenches shag be graded fo severe the required slope and shall be tamped ev Po PPe a bed areas with a wood based filler where nails or other defects structure shall be carefully protected with temporary closures to prevent awe from bupdrn at 1/4'of dro in elevation for eve 1'-0"in distance the bottom of the au space Flashing mush be at or above grade 06 100-Rough Carpenby shag be wrapped with 20"wide co r flashi and extend 10"in each PP Putty Division 16 000-Electrical if necessary to provide a firm pipe bed Y 9 P rY n9 a r n the surfaco the entrance of any water snow or ice into interior spaces Any damage At re a slab,rovide Flashing should be installed at the heads and sills of all openings and PPS ga g p positive drainage and taper Lip at garege/overhead Lumber shall be olive sound stock and properly dried Pressure treated direction from center-line of valley Use 4'�vide x 4lnigh x 10'bng copper Contractor shall provide mechanical design on an design-build basis from water,snow or ice shall be fully repaired by the contractor at no cost door Patch all voids and depressions exceeding 3/8 inch in any direction wherever the au space is interrupted Flashing should extend through the lumber shag be used where any lumber shall come into contract with flashing between wall siding and roof surfaces and step flashing between O whatsoever to the owner The contractor shall be required to verify the existence and location of all face of the brick veneer to form a dnp edge Where the flashing is rat concrete masonry block or soil and when using as support members for masonry and roof surfaces Keep flashing concealed except where Paintlstain-Prime wood surfaces including faces,edges and ends before underground utlites All existing utilities shall be marked identified and continuous such as at heads and sips the ends should be turned up decks pore es or balconies Lumber(or use at exterior shall have a exposed on vertical surfaces or counter flashing installation After installation apply at least ore coat of wood pnmer and 16 200-Electrical Power the contra in addition t the normal cleanup each day it d expected that protected from damage during construction Curing-After mperat re concrete shall be protected to maintain proper approximately 1 inch maxunum 12 percent moisture content Provide adequate bracing and two coats of finish paint Surfaces shall be sanded before each finish layer From electrical meter box install wiring to building Raceways to be M the contractor will keep the entire premises free of debris discarded moisture and temperature Protection shall ensure that excessive water is a ed buried shall be PVC#2 Plastic Electrical conduit Where permitted by material•etc inks ll as retuned for ap excavation ry den in payers not more than 6 evaporation does not impair required strength or serviceabd of the shoring during the construction procoss Studs and gists cut to install PPI itY code non-metallic:sheathed cable may be used Type TMN or THWN inches in de and tam r fo o r dY pa rig Weep holes-Masonry weep holes•each having an area of at least 70 plumbing and/or wiring shall be reinforced by adding metal or wood jrtp pie ra pie dry dens tom ction bacldipi element 07 7100-Manufactured Gutters and Downspouts 600 volt insulation conductors shall be used minimum wire size shall be shall not fake place until floor framing and plywood is installed min(01 sq in)are regwred above flashing m masonry tavdy wall structurel reinforcing to strengthen rember back to original rapacity and Galvanized Metal Workmanship:d is assumed that all work will be performed by workers construction Wee holes should be located in the head oints immediate maintain strucbual in Holes bored shall not be lar r than 113 the Install gutters and downspouts per pans Attach every 2'-6"on center #12 Aturunum wire shall not be permitted Wiring shall connect into metal P 1 ly tegrdy 9e Before applying a finish remove tut.oil,grease and other loose particles who are skilled and experienced m their respective trades All installations Contractor shall excavate fo firm solid bearing for all(oolongs walls.etc Cold Weather-During anloapated ambient temperature conditions of 35 above the flashing•and spacod at 16"on center depth and not loser than 2"fo the to or bottom of the'oast (�)vu�tit straps and/or fasteners Aluminum should be 25 gauge recessed electrigl panel.as shown on eorustructbn documents Electrical P 1 Wash with solvent If rusted cove brush or sand clean shall operate property in afirst-class manner Workmanship shag conform To local authority's requbements and below the frost tine degrees F or less.concrete temperature shag be maintained above a aluminum copper shall be per plans. sernco shall be rated at the appropriate level of amps Wmng from the to the best trade practices Finished surfaces shall be plumb and level frozen state until a concrete compressive strength of 500psi has been outside meter box shall be SE cable Provide Arc-fault circuit interrupters straight and free of imperfections and set firmly to accurate 02 600-Utilities reached Where reinforced concrete is dry or protected from moisture in 04 210-Brick Veneer Masonry Wood species:Douglas Fir-Larch No 2 no substitutions Steel and Iron in circuits required by code measurertents Finished product shall be totally clean and free of Install necessary utility services such as electricity water gas and oil service or for pain concrete in ail service conditions calcium chloride Brick shall be placed in a running bond with joints finished to produce a 07 900-Joint Sealants 1 1 1 concave form unless noted otherwise All'nts shall be uniform and 318 Use a 50 year warranty silicon based caulk at high expansioNcompression Remove all weld spatter Grind all edges projection sharp comers and Li.1 covering materials loose or foreign materials etc sanitary sewerage and support structures for power and communcabons added fo the mixture shall rat exceed 2 0%by weight of cemenbbous to Wood Framing weds to a smooth round contour Abresive/sand blast steel aril iron 16 300-Transmission and Distribution Coordinate re uuernerds with bql ulti roviders All utilities shall be materials For reinforcod concrete sub ct to other service conditioru inch thick unless otherwise rated Detailing such as soldier courses areas such d around chnimneys tile,ceramic•and around enamel and W Extra char es:will be allowed on when authorized in wrilon q �P le Floor Framing-Information below pertains fo conventional sock framing pre-fabricated tubs and showers For exterior windows,door frames• surfaces In areas where blasting is not feasible use power cleaning tool Provide and install necessary circuits and breakers(or appliances as O 9 ty g by the located underground from street to building,unless otherwise stated calcium chloride added to the mixture shall not exceed 0 50%by weight of rowkodxs,quoins,etc and location of brick veneer shall be shown n the d pre-engineered trusses are used follow manufactures guidelines for interior trim woodwork and other paintable surfaces use a dear or colored Remove dust and sand from the surfaces after sand blasting by brushing yntbd n manufacturer s recommendations per appipble budding code owner before tie charge is insured cementitaus materials construction documents Wall ties shall be hot-dipped galvanized#9 installation pressure treated lumber shall be used where any lumber shall and vacuum cleaning Apply the prune coat as soon as possible after the Utility Connection Fees paid to a utility shall be paid directly by the owner gauge wire with a hook on the extended leg to engage or enclose a#9 Latex based caulk Color shall match wood stain or paint requ'vements Branch circuits shall be wired with No 12 gauge wire Q with no mark-u on the fee come into contrect with concrete masonry bodk roof curbing or roof preparation is complete and before the dew point is reached Atl surfaces Install GFI cucuds with No 12 au wire in ail wet areas baths and General cleanin u n coin etion of construction,the contractor is to P gauge horizontal joint reinforcement wire Joint reinforcement shall be 9 !je 9� Po pl Warm Weather-Dunn hot weather attention shall be even to blocking blasted and power-tooled n one day shall be coated on the same day 9 9 continuous with butts ices between ties permitted Wall ties shall be Division 08 000-O nin s exterior outlets clean the exterior of the structure aril the site.removing all stains,debris rngredlents production methods.handbag delivering,pacing protection p � g Apply at least one coat of alkyd-type enamel primer and two finish coats .. etc Resulti from construction The contractor shall also clean all interior 02 950-Site Restoration and Rehabilitation located to support no more than 2 square feet of wall area and spaced a ^9 aril curing of concrete to prevent excessive concrete temperatures or maximum 24"on center hor¢onta .Provide ro wick wee holes, Girders:Install girders in pockets formed in the foundation or on top of 08 200-Wood Doors areas of the structure in the areas a new work All glass inside and out Topsoil Placement and Grading water evaporation that could impair required strength or serviceability of the sill ate The ket should allow a minimum of 1/2"on both sides for Concrete and Mason Coatin s Raceway and Boxes for Electrical Systems-Flexible it one conduits `' shall be competely cleaned A three(3�inch cover of topsoil or appropriate soil amendment shall be the member or structure spaced approximately 32 inches on carder in vertical joins of first course p Poo Exterior Doors-All exterior doors shall be per plans with copper pan ry 9 couplings.supports and nonmetallic ducts Install conduit concealed in all � � s over all counter flashing and through wall flashing on all exterior wags circulation flashings and weather-tight thresholds Install color appropriate Allow masonry,concrete and stucco to age at least ore month before areas excluding mechanical and electrical rooms/areas connections to Recycling:contractor shall designate a location on site and a spread uniformly over the soil(9 yards per 1000 sq.ft.)and tilled into the weather-sM in around all doors cleanin or a hauler/recylder for collection of recyclable/satvage materials from top six(6"')inches of sod To d shall be a natural,fertile,friable soil PP 9 e PPM^9 a finish urred a dirt.grease hose pa c sot etc motors and connections fo surface dicate s Coordinate instanstan of O � 03 400-Precast Concrete Sills:Install sin le sold assure treated lumber horizontal on Where efllerescenco has occurred.wash with a 10%murialoc solufion conduit in mason work Unless indicated otherwise do not install cal of rod 04 200-Concrete Masonry 9 ty ry r, demolition and construction activdes typl p active soil in the vicinity.obtained from naturally well dreir►ed provide all labor.materials and equipment fo provide concrete strictures foundation d not floor joists are present.such as on garage stem walls Interior Doors Interior doors nibs shall be sold 314"Po jar re-hun rinse thoroughly with clean water and allow to thoroughty dry at lead one conduit jar err than 2 12 inches in concrete slabs Provide a minunum V areas Rototill all areas indicated on pans and on areas damaged by Concrete Unit Masonry Shall be in accordance with ASTM C90 or C145 P P 9 week before intin or seat 9 01 500-Tem ore Facilities and Controls construction,to de as stalled for on the plans Erred pre cast concrete units and accurately then provide two sip plates Bore holes in sills for anchor bolts units u n o and have casi on both sides of the door Casn shall be 9 ^g concrete cover around conduits of 2 inches Install conduit free from darts p ry pth of 4",removing dumps,all foreign objects and install m ace with hoist 1500 psi compressive strength,grade N,Type 1.hollow core load bearing ^9 9 O pl ng equipment more than adequate for the loads CMU and shall have a minimum net coin ession stye of 1900 si per schedule Finger-jointed lambs shag not be used and bruises Plug ends to prevent entry of dirt and moisture Minimize stones larger than one inch diameter Place tepee l on all areas and At completion units shall be lumb level and uare true to Line with ^9th P Temporary Utilities-Contractor fo provide and instep temporary power incorporate b rofobAm into subsoil P � Use Grade N type 1 specially shapes load bearing concrete masonry Floor Joists:Space(bon joists on cennter(�)per drewings Joists shall Division 10 000-Specialities crossovers Provide flashing and etch pod*ens making watertight joints for constriction site it required Conned to existing power service without y 9 angles and edges parallel with related building lines units as specifed Standard width of mortar joints for both horizontal arid rest on a runimum 1 12�of bearing wood or 3"of masonry If joists are Pocket Doors-Use Johnson hardware Install into wall as per where conduits pass through rooter waterproofing membranes Route all die tin Iooal service re uirements Power feeder service characteristics 10 300-Freplaces and stoves a sad conduits repel or ndidailar fo bunldin hoes All fdlon s Nil 9 q vertical joints shall be 3l8 inch Joints shall have a full mortar coverege lapped over girder.the minimum amount of lap is 12-and maximum manufacturer instructions Provide necessary hardware as per �° � �� 9 9 shall be compatible with the service from which it is taken Size,type and Seeding-Seed only when weather conditions are suitable All newly 03 600-Cast Decks and Underlayment La CMU lumb with all courses level usin a ro rate comer blacks at overhan is 12"Do not la at wood 1-beams Joists shall be installed so Pre-fabricated fireplaces shall be U L approved and installed per shall be UL approved y p g pp p 9 P manufachrrer recommendations leadin shall be r r uirements as established b the National Electric seeded turf areas shall be free of broadleaf weeds Sow seed with that the end of the sub-floor sheets fall din on the center of the floor manufacturer's specification 9 Pe t>q Y Install comentdaus bad*err-board under ceremic the marble and stone corners.window and door lambs Reinforcing mesh shag be installed n �Y Code(NEC).The contractor shall rovde main sernce disconnect and mechanical spreaders at the specfied rate on a calm day Sow one half ists.Nail oists at each bean int usi one 10d nail on each side Fasten racewa secure in ace Firm fasten wdhin 3 feet of each P finishes Use straight edge as guile fo score sheets face with carbide the three courses above all openings and shaft extend 3 feet 9 niches ho 1 ^9 Po ^9 08 600-Windows Chimney and Flue-Top of Chimney shall be located 2-0"taller m Ys IY pl ly - over-current protection at a convenient location in accordance with the the seed in one diirection and the other half at right angles Seed shall be tipped scoring knife and snap upward along the score Ime Large cutouts beyond each side of opening Mesh shall be installed n every thud course Nails shall be at least 1 12"from ends NEC The Contractor shall ovde raked Li into the soil to a de of 1 4 inch and rolled with a roger Provide and install necessa windows and a o ate hardware to elevation than any point within I(Y4r Flues shall be U L approved and outlet.junction box.cabinet or fitting Support every 10 feet pr power oiitlets for construction 9 use a circular saw with carbide ti ed blade of all mason unit wails Cut block with a carbonmdum saw Use solid ry Pfl operations,with branch wiring and distribution boxes located as necessary weighing not more than 100 pounds per linear foot of tread Keep the ry 3M rec and tick indows Windows shall be flashed per housewrep and installed c per manufacturers instructions ti multiple flues are used m W and shag provide flexible power cords as required Provide and install surface moist by a fine spray until the grass shows uniform germination bad-bearing blot*when regwred for structural purpose Exterior Walls-Ap exterior walls shall be corstruded with per drawings 3M recommendations the same cbtimnoy chase en unequal projection or height of flue above the wring Devices-Install receptacles.switches and cover plates as per over the entire area Wherever r ermnation occurs in areas lar er Floor Installation-Install over interior wood or concrete sub-floors Provide solid blocking at mid-height of all wails For exterior comer louts dada shall be used to safeguard against smoke exiting one flue and constru coon documents and finish schedules For exterior receptacles distribution equipment wiring and outlets to provide single phase branch p°O 9 g Ensure sub-floor is structural sound Ensure the sub-floor is not Foundabon Walls shall be constructed with g p ly install g ng pie 9 9 Y P Pta cucuds for power and lighting than three(3)square feet reseed roll end water as necessary fo obtain ty per the drewin s Com late (3)studs railed to then unless usin advanced frame r entenn another instep re cover fates When two or more switches or race cles are Division 09 000-Finishes '�>% proper germination damaged Repace any loose.warped or damaged boards Make certain yet CMU with type'M"mortar.Fill ail ceps containing vertical rebar drawings Where intenor partitions meet exterior walls.install 2 studs located together gang with one common faceplate If they cannot be sub-floor is clean and flat Exterior grade plywood or hardwood sub-floor (reinforcing steep with 3000 psi Concrete Reinforce masonry walls with fastened together with blocks approximately ore foot long One block is 09 200-Gypsum Board 10 800-Bath Accessories ganged install with a minimum distance between units Install all should be at least 1 V4'thick(5/8"minimum)in order to provide for a hot-di alvanized 9 au steel"H"wire truss-desi maso placed at the bottom one at the top and one about center of the studs receptacles at wdNn baseboard unless otherwise noted At counters sanitary Facilities-Existing facdites shall not be used Contractor shag structural send movement free foundation In addition the ace Peed 9 9 Nails or Screws:Nails and screws shall be a minimum 3/8"and a Division 03 000.Concrete ty hors ontal wall reinforcement a minimum of eve other course and rebar Contractor shall install toilet paper rolls towel bars soap dispensers and locate receptacles at 44"on center(OC)above finished floor(AFF)Install provide and mauttain m a neat and sanitary condition such between the joists should not exceed 16'on center In any case the �' maximum of 1/Y from edges and ends ofwallboard and the heads shall accommodations for the use of his employees as will comply with laws and 03100-Basic Concrete Materals and Methods maximum allowable concentrated deflection of your sub-floor may not (reinforcing steel)Install reinforcing members as recommended by Roof Decking-Provide and install exterior sheathing of APA rated and be seated slightly below the surface without breaking the paper Nails other accessories as directed by Owner switches at 48"on center(OC)above finished floor(AFF)Locate tight regulations Temporary toilet facilities may consist of portable todets exceed L/360 of the span Stagger joints Do not align with plywood manufacturer Provide a 24"x 48"minimum access door to crawlspace code certified Exposure 1 plywood panels Sheathing shall be installed shall be spaced not to exceed 7'on ceilings or 8"on sidewalls Head switch cover plates 6"from frame of door or comer of wall All concrete work shall be designed on the basis of"Strength Design"in Bond beams shall be continuous across all ints and routed sold over a Toilet facilities shall be kept supplied and than and in sanitary conddan joints Never allow all tour comers of sheets to meet atone point Apply a p 9 with the face grain running across the rafters vertical joints staggered diameter shall be a nomir►al 1 4 with the length 1 12"to penetrate a Tub and Shower Doors P accordance with AG 332-10-Residerdal Code Requirements(or g g spaced 6"apart on the ends minimum of 7/8'into nailing member Nads shall meet the minimum Shower doors shall be constructed of tempered safety glass with all 16 600-Ltghbng until the coin letion of the work and then shall be removed from the site dry set mortar or modified thrnset to sub4bor r manufactiaers metal lath rout banter with maximum rout lifts of 4 0 feet witiaut Nails slap be 8d common or tOd box nails Structure)Concrete"Concrete work shag be proportioned in accordance recommendations Fasten backer-board sheets with ro r nails or clean-outs Rod all filed cells in bond beams for o er dens See and 12"a art inside Install with r uirements of ASTM C514 and ma include coated etched treated or ex sed ed s fished and rounded Provide necessa circuits and wino for li ht fixtures as listed below All Upon removal the site shall be properly cleaned and graded P Pe P<P itY p plywood-Ff clgis between each pace of eq• y po �po ry 9 g with AG 301'Specifications for Structural Concrete"and AG 211.1" screws every 8"over the entire surface Keep the fasteners between 3/8 Waterproofing and Damp proofing n Division 7 for waterproofing decking every 48' annular ring shanks to improve withdrawal resistance Drywall screws lighting shall be switched as noted on construction documents For exact Recommended Practice for Selecting Proportions for Normal Weight and 3/4"from sheet edges and 2"n from sheet comers Provide information shall meet the minimum r uirements of ASTM C1002 Bu e-sha Temporary Banters and Enclosures-The contractor shall provide Concrete' expansion joints where required Division 11 000-Equipment lod�tiorus of fixtures see construction documents and finish schedules barriers to prevent unauthorized entry into construction areas and to Sheathing-Provide and install exterior sheathing of%rated plywood heads shag be 0 315-in nominal diameter annd contain a No 2 Phillips Fixture allowances are listed in Contract Documents protect existing facilities and adjacent properties from damage from 04 400-Stone Masonry panels For plywood panels nails shall be 8d common or 10d box 6' dumng recess Type'W screws are designed(or easier fastening in 11 00 00-Equipment Concrete slabs patios driveways wags and foundations shall be Countertop Installation-Ensure cabinets are level and secure Use SEAL construction operetans and demolRan Install exterior stone veneer per manufacturer's recommendations apart on the edges and 12"apart on the studs wood 16 700-smoke Detection Sensors constricted of a minimum 3000 to 3600 psi concrete(see individual minimum 12'exterior grede plywood posrtbned across the wood cabinet provide mock-up sample on site for review showing variation of stone specification sections for exact psi requirements for each section)28 day Space between plywood supports is not to exceed 16'on center Do not 11 450-Residential Appliances Install at least one smoke alarm on every floor of a structure(including the saes.colors.and mortar pattern and color See construction documents 01 600-Product Requirements test with a 4"minimum to 6'maximum slump maximum,air�ntreined fo 5 angn backer-board with plywood joints Sheet ends and edges mud be per Iodation and detailin of stone veneer ovide flasht where indicated Subflooring-3l4"tongue and groove plywood sub-floor or Advantech lt Joints:At gypsum wallboard joirds install a 2�strong cross threaded tape Instep electrical or gas appliances as spawn on corstruc�n documents basement)and outside each sleeping area Smoke alarms are regwred m RED AA materials shall be installed in strict accordance with the manufacturer's -8%No additional water shall be added to concrete after stump testis supported by perimeter framing Apply a dry set mortar or modified thinset 9 ng called for n the plans shall be installed with screws and approved with a cross tensile strength of 45 Iles per lineal inch Press a strong,good including all venting and supply requirements per manufacturers ail sleeping rooms.according to the NFPA 72 National Fire Alarm Code® y�� Cy written specifications or Materiars Institute Standards All Items not recorded Cylinders shall be taken from every batch truck and tested for to plywood per manufacturer's recommendations Fasten backer-board sub-floor adhesive Stagger joints a mirumum 2 stud spaces For attic quality tape firmly onto sheathing joints and around openings imbedded in recommendations Mount the smoke alarms on ceilings or high on walls Ceding-mounted (�� R•S �J► specdca mentioned that are r sued to make the work tom ate and tom ressnre in en hat 7 and 28 die Concrete should be a mot of fo sheets with proper nails or screws every 8"over the entire surface Keep Do not use frozen materials or materials mixed or coated with ice or frost access install plywood across all floor joists joint cement At comers and angles•install metal comer beads as alarms should be installed at least(our inches away from the nearest wall v� 0- o rational shall be included pl P pt ys 1h the fasteners between 3/8'and 3/4'from sheet edges and 2"n from sheet do not build on frozen substrates Comply with cold and hot weather specified by manufacturer If comers are rounded install comer wall-mounted alarms should be instatled at least four inches but not more , 0 pie grade Portland cement,clean sand or granular fill and washed gravel or comers Provide expansion pints where required construction r uirements contained in ACI 5301 Do not us admixtures reinforcement as re used S read Retractable stairs ,t —t eq q p gypsum wallboard mud re ail tape crushed stone as coarse aggregate per AG 530 Maximum aggregate Engineered Lumber-Ap engineered lumber shall be installed per Instep a wood 30'�vide ill-ddnvn stairs ern as shown on construdbn �^12 inches away from the deihng On vaulted callings be sure to � such as rakium chloride jorrits comer beads.naps and screw penetrations and where a smooth P � mount the alarm at the hi est lint of the coib Don't install smoke i Installation and Storage-Atl materials supplies and equipment shall be size shall be..".AA aggregates shall conform to ASTM C33 Gravel Wall Installation-Ensure framin is structure sound Nominal 2"x 4 manufacturer's recommendations surface is needed A documents Trim o ruin with a operate window chain to match � Po � g Uy ppty second coat ofwallboard mud after a minimum 9 PW 9 alarms near windows,outside doors or duets where drafts mi ht interfere installed r manufacturer's recommendations and r a (cable codes should be well greded and not exceed 1 12'in size Water shall not wood or minimum 20 au metal studs must be stria ht o ale ed interior trim Confirm size of o nin meets local buildin codes for attic 9 PP exceed 51'2 allons for each ba unless sand is vie d Concrete shall 9 9 encY re Mortar-Portland Cement ASTM C 150 Type I or If except Type III may 24 hours After sisten(minimum 48 hours)sand all joints and other areas 9 9 with their operation Do not paint apply finish or obstruct smoke alarms N and requirements Material stored on site shall be protected from damage 9 g• ry ry and spaced a maximum of 16-on center In tub and shower enclosures Micro-Lam Lumber shall have a minimum bending design values(Flo)of to a smooth consistent suurface access Provide appropriate pull stung or chain for access � b moisture wind sun abuse conditions that contribute to mold and be mixed using an approved batch machine or mobile mixer until uniform ensure that the framin is adequately reinforced at the comers Sheets be used for cold weather construction upon approval by architect Provide y 9 2 800 psi and a modulus of elasticity dif 1 900.000 psi '9�. �g� mildew or any other harmful effects in color and providing a 4"minimum to 6"maximum slump may be installed vertically or horizontally Score and snap sheets to samples of color(or approval Provde Latex additive per manufacturer's O required saes and make necessary cut outs An joint ends and edges written instructions Interior Walls:Sheath wails and ceilings with gypsum wallboard•either Division 12 00 00.Furnishings F OF N E`N 03100-Concrete Formin and Accessories mud be supported by a structural framing member or added blocking In Parallam Beams and Posts shall have a minimum bending design values vertically with long edges parallel to framing.or horizontally with long Substitutions-All subsbtubons shall be approved by Archded prior to 9 wet areas install a moisture barrier(such as 15lb Feh)between studs Wall bes shall be hot-dipped galvanized Wt 7 diameter ASTM A 82 with (FbJ 2900 psi and a modulus of elasbaty of 2 000 000 psi edges at right angles to framing members Apply ono layer of 4 8'9 10' 12 360-Countertops purchasing Architect may reject substitutions for any reason and without Provide all tabor materials and equipment necessary for the completion of and backer-board.Install sheets 1/4"above floor tub or shower pan ASTM A 153/A 153M Gass B-2 Wall ties shall be located to sir port no or 12'foot lengths to all wall surfaces Offset joints between layers at lead cause the plain and reinforced concrete caged for on the plans Concrete when Fasten backer-board sheets with proper nails or screws every 8'over the P Counter tops shop s provided and installed per construction documents deposited shall have a temperature ranging between a minimum of 50 entire surface Keep the fasteners between 3/8'and 3/4-from sheet more than 2 square feet of wall area and spax:ed a maxunum 24 on 06 200-Finish Carpentry 10" and finish schedules Counter surfaces shall�glued onto 3/4 plywood degrees Fahrenheit and a maximum of 90 degrees Fahrenheit edges and 2-n from sheet comers.Set fastener heads flush with the center horimntalty and 16"veRcalty Instep adddanal anchors within 12' All architectural trim and woodwork shall be No 1 grade material suitable or appropriate substrate as recommended by manufacturer 01 700•Execution and Closeout Requirements surface without overdmring.Provide expansion joints where required of openings pints and perimeters Set stone in full bed of mortar with ful for appropriate finishes Wood that will be stained shall be clear of knots Ceilings:Apply a single layer of gypsum wallboard across the supports ISSUED FOR: The execution of ail work shalt be in strict accordance with these head'pints U N O Provide rope wick weep-holes spaced approximately with concealed joints and fasten with nails or screws Offset joints between layers at least 10 Division 13 00 00.Special Construction specifications and manufacturer's written specifications or Material's Construction of Forms-Construct wood forms of sound material and of 32 inches on center n vertical joins of first course over ail counter flashing Naps are spaced 6"on center(OC)with 1 1 4-heads Screws are spaced Institute Standards AU work not specifically mentioned that is required to the cored shape and dimensions constricted lightly and of sufficient 03 600-Grouts and through wall flashing on all exterior wags 12"on center CC Cerbn finish shall be smooth 13 000-Special Construction make the work co lete and o rational shall be included strength Brace and be the forms together Make joints and seams Concrete surfaces to receive grout shall be prepared by removing Millwork-Moisture content for interior woodwork shall be 810 percent to ( ) e PERMIT ^� reduce excess shrinking Provide and install interior wood trim as shown mortar tight Install leakage control materials in accordance with defective concrete•dirt•oil•grease and other foreign matter to adinrevo 13150-Swimming Pools manufacturer's installation instructions sound clean concrete surfaces Adhered(thin)Stone-Install per manufacturers written instivdans in construction documents Fire-fated Gypsum Wallboard:In garages,arounnd gas water heaters Codes-Construction shall comply with all applicable national state and Install flashing over sheathing and behind wether-resisteant sheathing and as required by applicable budding codes•install 5/8"Type"X' If applicable Install a fully operational in-ground pool system consisting of ISSUED DATE: local building codes paper by fastening through sheeting into framing Install lath over Architectural Woodwork-Provide and install custom woodwork as fire-rated gypsum wallboard Nails shall be 1 314"long•spaced a maximum Plumbing gunke concrete shell valves filter and heating systems electric Chamfered Comers-Unless otherwise noted provide chamfered Grouting-Mix up grout per manufacturers recomrnondations Use a sheathing paper and breathing layer(see details)to comply with ASTM C described on construction documents Pre-fabricated woodwork should be of 4 on center(OC)around perimeter and 8'on center(OC)in the field of controls timers and decking Installation shall comply with ail local comers on all exposed comers Provide 3/4 inch moldings in forms for all padded grout float to spread the grout over a workable section of file Push 1063 Install lath over concrete mason units to ram with ASTM C the board regional state and national code requirements including but not limited to 12.12.2024 Measurements-The Contractor shall check and verify all dimensions and chamferi re uired the rout die na across the oats to force it down into the a s Grout ry ply specified below rinds ins cloons,en ineerin desi n pumps filters water sir conditions before proceeding with construction Do not scale drawings t 9 1 9 P 1063 Install scratch coat over metal lath 3/8'thick to comply with ASTM Pe Pe 9 9 9 pply all the joins except those needed to allow for expansion pints specfically C 926 Coat backs of stone units and face of scratch coat/CMU with waste water pressure tests water heating equipment electrical systems Noted dimerisions take precedence abn fixtures between the floor and walls or oints n comers n between Wood Stairs and Railn s-Her hts of treads lei s of risers and Water Resistant Gypsum Wallboard:Around showers•tubs whdrlpools, Embedded Items-make provisions for sleeves anchors inserts 9 1 cement paste bond coat then butter both surfaces with setting mortar 9 9 � pool fittings structure)foundations and pool safety equipment and REVISION DATE: REVISION NO.: water-do s and other features walls ansion ints will be sealed with caulk after the ouLi process overall width of stairs shall coin with a icable buddin codes or as required by applicable building codes•install water resistant drywall P � to � ^g Use sufficiont mortar so a slight excess will be toreced out the edges of � Ppl 9 sigrage See landcapscng civil drewings for pool specfids Workmanship-Workmanship shall conform to the best and highest Once the appropriate joints are packed with grout,scrap the excess grout tie stone units as they are set Tap units into place Rake out joints for Headroom shall be a mmunum of V-8'measured from the front edge of standards of quality in each trade and shall include ail items of fabrication Form Ties-Use form bes of sufficient strength and in sufficient quantities off the surface of the tale with the grout float Hold the float at a sharp angle pointing with mortar to depth of not less 12"Rake joints to uniform the tread to a line parale I to the stair run Stair treads shall be constructed 09 300-Tiling pool area and rovide a g constriction and installation All work shall be completed by skilled and a n use die nal strokes to kee from di i rout out of the of 514�thick lumber ins rs shall be constructed of 3/4'finish grade u mbe Tile Marble Skate shag be a ro rip Excavation-Excavate p ppropno h beano wrfaco tradesmen and mechanics Installation of all equipment and materials shall to prevent spreading of the forms Place bes at least 1 inch away from the onts�Clean u the excess out with a dam 09 nge and a cos le depths with square bottoms and clean sides Prepare stone-pats structural stair stun ers shall be constructed of 2'02"s Glue and nail PP P to 9rede and finish in accordance be undisturbed soli or property compacted base Solt fo have midefor finished surface of the concrete Do not use ties consisting of twisted wire j P 0► P he s P surfaces for poirtbng with mortar be removing dust and mortar particles 9 with appcable budding codes and owner requirements Contredor shall gearing capacity of 2000 psf Remove excess dirt end fill fo provide for be in strict accordance with manufacturers recommendatars buckets dif clean water Wipe excess grout oft the surface of the tiles Where setts mortar was removed to de s eater than surroundin lair assembly together Provide and install detailing as shown in o clean all surfaces to be covered and install a ro nate loops Leave inner rods m concrete when forms are sthpiped Space all 9 Pth dF 9 ���' �P proper elevation and drainage of pool decking and surrounding area away form bes equdistant and symmetrical and line up both vertically and using a clean sponge n ciircular strokes Once the tits surface is clean areas apply a pointing mortar Point stone Pitts by placing and construction documents Provide shop drawings for ail stairs underlayment per manufacturers recommendations Installation should be from pool Cleaning and Waste Management-Construction site to be in a clean horizontally make another pass parallel to the grout Lines to shape the grout lines in compacting pointing mortar in layers no more than 3/8"deep Tool joints carted out with a slow setting cement adhesive well mixed per and orderly condition throughout the construction process Clean ntenor the joints Smooth the joints down a little below the surface of the the when pointing mortar is thumbprint hard Provide cleaning Division 07 000-Thermal and Moisture Protection manufacturer recommendations spaces prior to the start of finish painting and the application of other Gean the remaining haze off the surface of the idle with a sponge or a soft Division 15 000-Mechanical finishes At the conclusion of construction the project shall be properly Cleanouts and Access Panels•Provide removable cleanout sections or rag In 24 to 48 hours after the grout has hardened caulk using a clear access panels at the bottom of ail forms to rmit iris ction and effective Bluestone Patios,Terraces and Walkways-Provide bfuestone pabos 0710 00-Damp proofing and Waterproofing Floors:Contractor shall properly clean ail surfaces to be covered and cleaned This should include but not be limited to cleaning the interior tuWshower caulk or one in a color that matches the grout in the areas that Contractor shall provide mechanical design on an design-build basis and exterior glass surfaces exposed to view remove temporary labels cleaning of boss dirt debris and water matarial Clean all forms and you allowed for your expansion pints and over joints that may crack walkways and ertaces where shown on dravnngs Contractor to supply All pints acid penetrations in walls.floors and roofs shall be made install appropriate underiayment per manufacturers recommendations surfaces to receive concrete of all chips sawdust and other debris and because a movement S con) areas between floor t and cabinet samples of bluestone to be used and provide 3'x3'sample of stone watertight using approved methods and materials Waterproofi and 15 400-Plumbin stains and foreign substances polish transparent and glossy surfaces installation on site fora oval Bluestone set on concrete shall be set in 9 SPECI FI ATI 1� vacuum carpeted and soft surface areas sweep and mop all bled thoroughly blow Dort with compressed air just before contxete is placed too-kick between floor or wall idle and bathtub or shower between floor PP< damp proofing shall be per drawings Walls:Contractor shall property clean all surtaxes to be covered and Providing shall be a luny o g soil a system of hot and cold water surfaces etc Replace filters of operating equipment Clean equipment p 1'tuck ll best cement bed over concrete slab one base set n sand mstan a o a y pie p p g g and wall tide and at the inside comer where two walls meet FiU the its per pin to underlie rent r manufacturers recommendations Provide and install all r n sod vents drains sews a removal and bed shall 0 set 4 2'sand bed over 4"crushed stone base Joints to be waters s ems to concoct with a ro rate water and sews and fixtures fo a sanitary condition Clean exterior such as debris from Condxete Accessories-Provide 12 thick by 4 wide bituminous completety then smooth them out with a damp rag or epproproe tool hand b tit 0 fo 1 4"max Slab Foundations-Install a 15mi1 polyethylene vapor barrier in all slabs iiPPIY Yd PP P 9e roof gutters landscape areas driveways and walks etc Remove all expansion pint material at all surfaces where slabs adjoin raised stab Caulk around plumbing valves sinks and faucets to seal them from water 9 directly underneath concrete Lap joints not less than 12 inches and tape Thresholds:Install marble slate etc thresholds between roori/room at systems Provide and install appropriate insulation around piping Ai waste and surplus materials crawlspace or basement stem-wall CMU or poured foundations penetration Glazed ceramic idle surfaces only require grout pints to be and seal n accordance with manufacturers guidelines door openings permits and inspections are to be obtained by contractor sealed which will provide an enhanced water and mildew resistant surface 04 500-Masonry Fireplaces 03 200-Concrete Reinforcin Apply a silicone or water-based grout sealer to all joints per manufacturers Install masonry fireplace on poured slab or concrete block base with ail Sewer and Waste Pi in Drains s tem shall be Schedule 40 PVC Protecting Installed Construction-Contractor to protect all installed 9 Crawlspace and Basement Walls-Install necossary waterproofing 09 600-Flooring P 9' �Ys recommendations a minimum of 14 days after grout has been nstalled cells filled with 3000 psi concrete At firebox area install fire brick on all pipe,or cast iron All connections shall have PVC cement or appropriate construction If products or materials come with a protedrve coating Reinforcing steel(rebar)shall be minimum ASTM A615 grade 60 All material system lo exterior basement wags and foundation surfaces from Contractor shall property clean all surfaces fo be covered and install sides and imbed with mortar Allow for water trap in flue and cast iron pint compound and assembled tight(or no leakage Condensate drains contractor shalt maintain protective coating until construction is compete reinforcement spices shall be as follows#5 bars 25 minimum.#7 bars a point 12'below the lowest slab fo rat less than 6"above finish grade appropnae underiayment or preparetion per manufacturers Contractor shall replace any items that become defective or damaged 35"minimum All rebar(reinforcing steep shall be located 3 clear from Non-shnnk Grout-Lightly roughen concrete surface for maximum damper Install ash dump if fireplace is on outside wall or as otherwise Install as recomrtended by manufacturers guidelines Install a minimum 5 recommendations See above for t and stone floor specifications shall be constructed of Schedule 40 PVC Valves shall be Milwaukee bottom and side of footing and 2 clear from top Locate vertical rebar bonding per manufacturers recommendations Cover concrete areas with specfied Detailing such as soldier courses rowlocks,quoins etc shall Slotted drain pipe with a positive outflow around exterior basement wall Brand or equal Budding sewer shall be vitrified day pipe or approved Operation and Maintenance Data-Contractor to provide Owner with all (reinforcing steel)per drawings AU reinforcement splices shall be in protective waterproof covering until ready to place grout Align and level be shown in the construction documents See construction documents for footings,imbedded in a loose fin gravel minimum 12"deep Slotted drain Wood Floorin Install a sin le la err of 15 Ile(ell vie r barter between Schedule 40 PVC pipe Connedan to public sewer system shall comply accordance with AG 318 for'Stre Des n All reinforcement steel coin nents to be outed and maintain in final sition until rout complete fireplace deeds ppe ppropriate goo-technical fabric to g- 9 Y Po with all local requirements Caulk joints or provide neoprene gaskets for operation manuals warranty information and tranng on use of systems ^ i9 p° po 9 pre should b i core d with an a shall be accurate laced n id sir ty p p 9 prevent silt buildup Install other drains necessary for sub-floor cteclong and hardwood floors When iretaping hartdwoods over a all sewer lines Pitch shall be a mmunum 1 8 per foot for sod Lines larger ty p g ly pported and firm tied n lace with placement is complete and acts ed Instan forms for rout around bases positive site condxete slab install a fa r of 3l4' d as underlie ant over 6 and bar supports and spacers in accordance with AG 301 and ACI 318 and other spaces to be grouted The tops of such forms shall be ore inch Division 05 000-Metals drainage �O° �^ than 3"diameter and a minimum of 1 4-per foot for sod Ines 3"diameter Division 02 000-Site Construction polyethylene Along walls and permanent object innstall molding to or less Insulate all interior drernlwaste i with batt insulation(or above the surfaces to be grouted Place grout n accordance with the P Wri9 02 200-Site Preparation manufacturers recommendations Pour grout from one side only until 05 000-Metals Felt On all roof surfaces install a minimum No 15 asphalt impregnated conceal expansion area sound attenuation Gay pipes may be used for decoreW@ drainage in Welded Wire Fabric Renfornng Contractor shall follow sod and erosion control plan and Best Management Welded wire fabric shall be 6x6x10x10 and conform to ASTM A105 and be grout uses at least ore inch above the plate on opposite side or said plate Contractor shall review construction documents and provide tabor and rooting felt For roofs that are steeper than a 612 pitch use a single layer yards Practices(BMP)of Authorities Having Jurisdiction Iodated in the center of the depth Install at stab on grade conditions Neatly trowel edges of grout base tapered at an angle of 60 degrees materials pertaining to metal work as required in said documents and as of(eh For roofs with less than a 612 pitch install a double layer of felt and Pre-finished:Wood flooring shall be tongue and groove construction and specified herein while complying with all applicable building codes overlap a minimum of 18 Overlap pelt a minimum of 4-vertically and 12" true square edged for a flat smooth surface Wood flooring can be Water Pipes-From public water line install Type"L"or"K 1 5 horizontally Continue felt 6"up all vertical surfaces and 4"over gutter and 02OF13 DOOR SCHEDULE WINDOW SCHEDULE Evan Sakofsky DOOR LEAF SIZE HARDWARE WINDOW UNIT SIZE MATERIAL FINISH DOOR NO. TYPE LOCATION WIDTH HEIGHT THICK MANUFACTURER MATERIAL SET NOTES TAG NO. TYPE WIDTH HEIGHT STYLE MANUFACTURER INT EXT INT EXT NOTES A R C H I T E C T 101 D FAMILY ROOM 4'-11 Y4 8-10%" 1% ANDERSEN CLAD PINE A-## A X-1 VB 5'-0%" DOUBLE-HUNG ANDERSEN 400 SERIES PINE CLAD PAINT CLAD 102 D FAMILY ROOM 4'-11 Y4 8-10%" 1 3/ ANDERSEN CLAD PINE B-## B (2x)T-1 6-0%" DOUBLE-HUNG ANDERSEN 400 SERIES PINE CLAD PAINT CLAD 2.0 103 D FAMILY ROOM 4'-11 Y4" 8-10 3/e" 1 3/ ANDERSEN CLAD PINE C-## C (2x)2'-7 V V-8%" DOUBLE-HUNG ANDERSEN 400 SERIES PINE CLAD PAINT CLAD 2.0 11 Berkley Lane 104 A MUD ROOM T-0" e-8" 1 3/4" THERMATRU FIBERGLASS D-## D 2'-7 5/e 6-0%" DOUBLE-HUNG ANDERSEN 400 SERIES PINE CLAD PAINT CLAD 2.0 Rye Brook•New York 105 A GUEST BEDROOM 2'-10" e-8" 1% TRUSTILE PAINTED MDF E-## E 2'-7 5/e 4'-8%" DOUBLE-HUNG ANDERSEN 400 SERIES PINE CLAD PAINT CLAD 10573 108 A GUEST BATH 2-8 6-8 1% TRUSTILE PAINTED MDF - F-## F 2'-11 15/e 4-8 7/e" CASEMENT ANDERSEN 400 SERIES PINE CLAD PAINT CLAD 10 107 A GUEST CLOSET 2-e 6-8 1% TRUSTILE PAINTED MDF - - G-## G V-5" 2'-11'vie. CASEMENT ANDERSEN 400 SERIES PINE CLAD PAINT CLAD 516.314•1385 108 C GUEST CLOSET 2-4 8-8 1% TRUSTILE PAINTED MDF - - H-## H 1'-11%' 3'4%' DOUBLE-HUNG ANDERSEN 400 SERIES PINE CLAD PAINT CLAD 108 B DINING ROOM (2)1-8 8-8 1% TRUSTILE PAINTED MDF - - J-## J 2'-0'DIA ROUND CSMNT ANDERSEN 400 SERIES PINE CLAD PAINT CLAD 110 E GARAGE 8-0 7-0 1% T.B.D PAINTED T B D - - K-## K 2'-1 5/e" 3-8 A. DOUBLE-HUNG ANDERSEN 400 SERIES PINE CLAD PAINT CLAD 201 A PRIMARY BEDROOM 2-10 6-8 13/' TRUSTILE PAINTED MDF - NOTES 202 A WALK-IN CLOSET 2-8 8-8" 1 3/4" TRUSTILE PAINTED MDF - 1.0 UNIT SHALL COMPLY WITH EMERGENCY EGRESS REQUIREMENTS 203 A PRIMARY BATH 2-8' 6-8` 13/4" TRUSTILE PAINTED MDF - 2.0 UNITS TO BE MULLED TIGHT 204 C LAUNDRY ROOM 2-10' 6-8 1% TRUSTILE PAINTED MDF - 205 C LAUNDRY ROOM 2-10 6-8 1% TRUSTILE PAINTED MDF - WINDOW SCHEDULE NOTES: 208 A HOME OFFICE 2-8' 8-8 1 3/ TRUSTILE PAINTED MDF - 1 ALL WINDOWS TO INCLUDE LOW E ARGON INSULATED GLASS,AND 8 PROVIDE TEMPERED UNITS AND FALL PROTECTION WHERE REQUIRED BY 207 F GYM/LOUNGE 3-0 6-8 1 3/4 TRUSTILE PAINTED MDF STANDARD HARDWARE(FINAL FINISH T.B.D.) CODE AND WHERE DESIGNATED ON PLAN 2 ALL CASEMENT TYPE WINDOWS SHALL BE PUSH-OUT CASEMENTS 7 PROVIDE DETAILED SHOP DRAWINGS AND CUT SHEETS FOR APPROVAL BY 3 ALL WINDOWS SHALL BE OPERABLE UNLESS OTHERWISE NOTED ARCHITECT PRIOR TO ORDERING WINDOWS 4 OPERATING WINDOWS SHALL INCLUDE INVISIBLE INSECT SCREENS 8 SEE ELEVATIONS AND PLANS FOR ALL WINDOW DESIGNATIONS WINDOWS DOOR SCHEDULE NOTES 5 QUANTITIES AND SIZES LISTED ARE FOR PRICING ONLY.VERIFY FINAL ARE DENOTED IN PLAN UNLESS NOT VISIBLE IN PLAN,IN WHICH CASE THEY QUANTITIES AND SIZES WITH PLANS AND ELEVATIONS AND EXISTING ARE KEYED ON ELEVATIONS. 1 PROVIDE TEMPERED UNITS WHERE REQUIRED BY CODE CONDITIONS PRIOR TO ORDERING 8 WINDOWS SHALL MEET ENERGY STAR GUIDELINES FOR NORTHERN ZONE 2 PROVIDE DETAILED SHOP DRAWINGS AND CUT SHEETS FOR APPROVAL BY ARCHITECT PRIOR TO ORDERING DOORS O 3 SEE ELEVATIONS AND PLANS FOR ALL DOOR DESIGNATIONS DOORS ARE DENOTED IN PLAN UNLESS NOT VISIBLE IN PLAN IN WHICH CASE THEY ARE KEYED ON THE ELEVATIONS WINDOW TYPES ` 4 EXTERIOR DOORS SHALL MEET ENERGY STAR GUIDELINES FOR NORTHERN ZONE T 5 VERIFY ALL EXISTING DOOR SIZES 8 EXTERIOR DOORS SHALL HAVE COPPER PAN FLASHINGS 7 EXTERIOR DOORS SHALL HAVE WEATHERSTRIPPING 8 EXTERIOR PATIO DOORS SHALL HAVE SCREENS BY DOOR MANUFACTURER DOOR TYPES LLU z W MAGNETIC CATCHES, m C? m m W RECESSED INTO CONCEALED SLIDING - Q OZ HEADER -- - DOOR HARDWARE 11LLL11 LaIll 1111 ❑❑ ❑❑ ❑❑ ® FIN FLOOR A B C D Y NEW INTERIOR CASINGS y W TO MATCH TYP EXSTG CASING U 0 CONCEALED O FLOOR GUIDE HE FULL WIDTH SASH FM A B C D E FE2. C? ;p4 z m cc W W DOOR HARDWARE SETS m LLJ o W SET 1 a N J • HINGES:BALDWIN ESTATE BALL BEARING HINGES.1 Y2 PAIR PER LEAF MATCH EXSTG TYP HINGE FINISH FIN FLOOR W • ENTRY LATCH SET.MORTISED ENTRY SET BY BALDWIN EMTEK OR EQUAL;FINISH T.B.D M E F G H J K `-♦ SET z • HINGES:BALDWIN ESTATE BALL BEARING HINGES,1 Y2 PAIR PER LEAF MATCH EXSTG TYP HINGE FINISH • PRIVACY LATCH SET.MATCH EXST'G TYP.LEVERS WITH PRIVACY LOCK,MATCH FINISH SET 3 SEAL: • HINGES:BALDWIN ESTATE BALL BEARING HINGES,1 Y2 PAIR PER LEAF MATCH EXSTG TYP HINGE FINISH • PASSAGE LATCH SET:MATCH EXSTG TYP.LEVERS;MATCH FINISH ED qRc SET 4 • HINGES:BALDWIN ESTATE BALL BEARING HINGES,1 Y2 PAIR PER LEAF MATCH EXSTG TYP HINGE FINISH <�� • DUMMY SET:MATCH EXSTG TYP.LEVERS;MATCH FINISH • MAGNETIC CATCH:PRECISION PLS 24 PRO CONCEALED MAGNETIC CATCH OR EQUAL RECESSED INTO DOOR HEAD N� �. 9� 180 O FOF NE�4A ISSUED FOR: PERMIT ISSUED DATE: 12.12.2024 REVISION DATE: REVISION NO.: SCHEDULES 2 03OF13 GENERAL STRUCTURAL NOTES POST(S)ABOVE BEARING ON HEADERS OR BEAMS BELOW SHALL HAVE A-BC POST BASE,TYPICAL COL.+BfA. Evan Sa kofsky Table A-3AA Rafter and/or Ceiling Joist Top Plate Lateral and Shear Connection Table 3.22F Jack Stud Requirements C 1 ALL HARDWARE SPECIFIED AS SIMPSON STRONG TIE Requirements-Exposure C 1s�° 1" (For Headers in Exterior AN Loadbearing Walls) A R C H I T E C T 2 FOR SLOPED AND SCREWED CONNECTIONS USE LSU LSSU/LSSUI FACE MOUNT HANGERS (Prescriptive Attemative to Table 3.4) POST ABOVE VARY 3 ALL POSTS SHALL BE SUPPORTED DOWN TO BEARING STRUCTURE TYPICAL POST OF EQUAL - - - _ O o (SEE PLAN) STRENGTH lino L9ad CGound Snow Load 0 4 PROVIDE MIN 2 2X10 HEADER WITH SPACER IN BETWEEN OF RIGID INSULATION U N O AT ALL NEW Th=SceoadGunWindSpeed 20 % f 70psf COL + BC POST BASE(SEE () 85 90 100 110 220 130 14o ism Headerwldlh C MFTR CATALOG FOR .O- WINDOWS'DOORS 3•j 4s"1 s• 6• 1" 4s• V 6• ]• 4s' s- 6- 3• IS• s- 6� SIZING) 5 PROVIDE POSTS UNDER ALL VALLEY RAFTER ENDS,HEADERS,AND RIDGES Rafter/Ceiling Joist wan Hersh Numberof8d Cminsoc Nalls or IOd Box Naib(roeaailed) 0 0 11 Berkley Lane e ALL LVLS TO BE UPSET/FLUSH WITH FINISHED CEILING U N.O.OR IN WALL CAVITY Spacmg(in.) (4) Regnbedin achRaRtrandAwCeilingJoisttoTopPlteCowxctioo'�s't BEAM VARIES IN Header Header IN of'JackSouts Required at Each End aftheHctdaLu LN WIDTH/DEPTH Rye Brook•New York 7 USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS 12 8 2 2 3 3 3 3 3 3 Suppoft Sw(fo 1 1?" SEE PLAN 10573 8 ALL CONNECTORS IN PRESSURE TREATED WOOD SHALL BE G185 HOT-DIPPED GALVANIZED OR 10 2 2 3 3 3 3 4 4 2 1 1 1 1 -1 1 1 1 1 1 1 1 1 1 1 I FRONT VIEW SIDE VIEW STAINLESS STEEL 8 3 3 3 4 4 4 4 4 4 1 1 1 1 2 1 1 1 2 1 1 1 2 2 2 1 8 POSTS SUPPORTING BEAMS FROM MORE THAN ONE DIRECTION:PROVIDE SIMSPON CC CAP 16 to 3 3 3 4 4 4 5 s 6 2 1 1 1 2 2 1 1 3 2 2 2 3 2 2 2 DETAIL TYPICAL COLUMN BASE PLATE DETAIL TYPICAL POST ABOVE ON HDR./BM.(BC) 516.314.1385 10 ALL FRAMING LUMBER SHALL BE GRADE-STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO 2 24 8 4 4 s s s s 6 6 Roofand a 2 2 2 1 3 2 2 2 3 2 2 2 4 3 3 2 OR BETTER IO 4 4 S S 5 6 Coiling 10 3 2 2 2 3 2 2 2 4 3 3 2 5 4 3 3 11 ALL LVL'S SHALL BE 1 3/4"WIDE,MINIMUM 1.8 E.U.N.O. Prescip atwmplsaosinr'bk3'4'livelimitsarebasedan 12 3 2 2 2 4 3 2 2 5 3 3 3 6 4 4 3 COL.LC 3b"STL 12 ALL SHEATHING TO BE APA RATED EXPOSURE 1 OR ZIP PANELS AS NOTED. Tabul tied connection regaietels anume a building loaned.n fixpo am,C. 14 4 3 2 2 4 3 3 2 s 4 3 ] 7 s 4 4 PLATE TYP BUTT LINE 13 ALL SUBFLOORING TO BE APA RATED PLYTANIUM STURD-I-FLOOR EXPOSURE 1 3/4'MINIMUM gjohtaaninwilled t6 a 3 3 2 s 3 3 ] 6 4 a 3 a 1 1 1 WITH K• Warn edlin parallel to raglan,the sum of the tirenaib m the nSer and 0t0tp$Joist stall equal or exceed the 2 I 1 1 I I I I I 1 I 1 1 2 I I I nbnlatednumberofialla nod MIN GAP THICKNESS ALL EDGES OF PLYWOOD TO BESET ON SOLID BLOCKING.GLUE AND SCREW 'a4" 4 2 I 1 1 2 1 1 1 2 z 2 ) 3 2 2 z " MAX. nIDGE BEAM - PLYWOOD SUBFLOOR TO FLOOR JOISTS. To avoid spinllo$,no mole than 2 toculls shall be installed in each side of rafter or ceiling joist when fastened to a 2x4 top Roof.Celina. 6 2 2 2 1 3 2 2 2 3 2 2 2 4 3 2 2 1 (SEE PLAN) 14 SEE DETAILS ON SHEET S-1 FOR STRUCTURAL CONNECTION DETAILS CONTRACTOR TO PROVIDE plate of 3toenaps ln each side When hsteaedtoa2x6 top plate. and One 8 3 2 2 2 3 2 2 2 a 3 3 2 S 3 3 3 GAP CONNECTIONS AS SHOWN ON SHEET S-1 U.N.O canter to a 3 3 2 4 3 3 3 3 3 3 6 4 4 3 15 PROVIDE BLOCKING AT PERIMETER OF ROOF SHEATHING PANEL EDGES PER CODE Table A-3.6A Ridge Tension Strap Connection Requirements for Wind- Bestri"gl' 12 4 3 3 3 S 3 3 3 6 6 4 a 3 7 5 a 4 k. oslrr�e C U S 3 3 3 5 4 3 3 7 S 0 4 8 6 5 4 16 PROVIDE RIDGE TENSION STRAPS AND UPLIFT ANCHORS AT EACH RAFTER 16 S 4 3 3 6 4 4 3 a S S 4 9 6 6 s e a�, \_.ECC06X POST CAP ' 17 PROVIDE UPLIFT CONNECTOR AT EVERY RIDGE BEAM TO POST CONNECTION (Prescriptive Alternative to Table 3.6) 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 18 PROVIDE CUSTOM HANGAR AT ALL MULTIPLE LVL TO FLITCH PLATE CONNECTIONS PROVIDE - _ - 4 2 2 2 1 2 2 2 1 2 2 2 1 3 2 2 2 DETAIL TYPICAL CONT GIRDER COLUMN CAP PER RIDGE/POST s; Dad LoadAaa :Roof Assembly psi ARCHITECT WITH SHOP DRAWING PRIOR TO FABRICATION OF FLITCH PLATE Root.ceiling, 6 3 2 2 2 3 2 2 2 3 2 2 2 4 3 3 2 DIMS (SEE MFTR e a 3 3 2 4 3 3 2 4 3 3 z s a 3 3 *ALL INTERRUPTED GIRDER SPANS SHALL BUTT AT CATALOG) 18. ROOF SHEATHING ATTACHMENT SHALL BE 8d COMMON NAILS OR 10d BOX NAILS AT e O C AT TmeesecondGot Wind speed(mph) a5 90 100 1w 120 130 140 130 and Oft Clitar a Floor to S 3 3 3 5 3 3 3 5 4 3 3 6 4 4 3 COL.C RIDGE POST Roof pitch EDGE SUPPORT OF PANELS AND 12 O C AT INTERMEDIATE SUPPORTS EXCEPT AT PERIMETER Roofs '� Neober of ad Common 14mb tx IOd Box its m E .End of t-1/4"Suap' as'r 12 6 4 a ] 6 1 4 3 6 4 4 3 8 5 5 4 (SEE PLAN) ZONES(4 FEET OF PERMMTER EDGE OF THE ROOF INCLUDING 4 FEET ON EACH SIDE OF THE ROOF _ • _ �'' 14 6 4 a 3 7 s 4 4 7 s s 4 9 6 s s COL LC PEAK OR HIP).IN WHICH CASE NAILS SHALL BE AT e O C AT INTERMEDIATE SUPPORTS 12 2 2 2 3 3 4 4 s 16 1 7 1 5 s 1 4 7 1 s 1 5 4 1 8 1 6 s 1 4 1 10 7 1 6 5 COL +Ey BUTT LINE WITH 20. WALL SHEATHING ATTACHMENT SHALL BE 8d COMMON NAILS OR 1 Od BOX NAILS AT 8 O C AT EDGE 16 2 2 3 3 4 s 6 7 2 1 1 1 1 1 1 1 1 2 1 1 1 2 1 1 1 C 20 2 3 3 4 6 6 7 s Roof, & 6 3 2 2 I 2 2 2 1 3 3 2 2 3 3 3 2 )b"MIN GAP SUPPORT OF PANELS AND 12 O C AT INTERMEDIATE SUPPORTS ALL WALL SHEATHING SEAMS TO ,Ceilin 6 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 �"MAX GAP 312 24 3 ] 4 s 6 7 e and Two cep SIDE VIEW FRONT VIEW BE FULLY BLOCKED 8 4 3 3 2 4 3 3 2 s 3 3 3 s 4 3 3 INTERSECTING 21. PROVIDE 1/2"DIA HOT-DIPPED GALVANIZED ANCHOR BOLTS CONNECTING SILL PLATES TO 32 3 4 5 6 a a Bowing 7 MEMBER WIDTH DETAIL.TYPICAL POST CAP AT END(ECC06X) MASONRY OR CONCRETE FOUNDATION WALLS EMBED ANCHOR BOLTS MIN 7 INTO CONCRETE 36 4 C OR FULLY GROUTED CMU PROVIDE SIMPSON BP 1/2-3 BEARING PLATES ANCHOR BOLTS SHALL BE - - 11 7 s a 4 7 s 1 4 a s s 4 9 a 6 s L 12 1 2 2 3 3 1 4 8 5 5 4 8 5 5 1 9 6 5 7 I- BUTT LINE 2 2 1 2 1 O LOCATED AT 8-0 O C MAX AND WITHIN 12 OF CORNERS EACH SILL PLATE SHALL HAVE MIN TWO 16 2 2 2 3 a 1 s a 2 2 1 I 1 z l 1 1 z I I 1 2 2 I i 8 te 4 MIN.GAP ANCHORS 20 2 2 3 4 4 5 6 7 4 3 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 4 12 24 2 3 3 4 5 6 7 a Roof,Calling, 6 5 3 3 3 5 3 3 3 5 3 3 3 S 4 3 3 8 8" G"MAX. 28 3 3 4 5 6 7 a 9 and Two 8 6 a 4 3 6 4 4 3 6 a 4 3 7 s 4 a DETAIL TYPICAL 3-WAY GIRDER COLUMN CAP GAP Clear Span 10 7 5 5 4 8 S S 4 8 5 S 4 S 6 S 4 1� 32 3 3 • 5 7 a 9 *ALL INTERRUPTED GIRDER SPANS SHALL UTT AT r Table 3.1 Nalling Schedule p ,. 36 3 4 S 6 7 9 Floora 12 9 6 5 5 9 6 6 5 9 6 6 S 10 7 6 5 `L RIDGE BEAM COL.C SEE PLAN --- 1410 7 6 5 10 7 6 5 II 7 7 6 11 a 7 6 ( ) Number of Numbaor 16 1 2 2 2 3 3 4 4 16 12 8 7 6 12 8 7 6 12 B a 6 13 9 8 7 COL LC tome l3exxrptta0 Common Neill Box Nails Nall Spades lack stud requirements are based on a roof seen(W)of 36 feet Far other roof spars,the tabulated ousnber of Jack studs required at each end of the header COL +B[IA .�. 20 2 2 2 3 3 a s s C BUTT LINE WITH RIM G 512 24 2 2 3 3 4 S 6 6 sllanbema!uphedby(W-12)f49 Ye"MIN GAP Where the number ofpca studs cgad&I the header shall be permitted to be supported by a Ram ing anchor attached to the fall-height wall and MAX GAP CC06X POST CA Rafter to Top Plate(Toe-rated) (see Table 3AA) (sin Table 3AA) per rafter 22 2 2 3 4 5 5 6 7 i An equivalent number of full height studs arc perrndted to replace tack studs.when adequate gravity Connection are provided. 4D t PER RIDGE/POST D W Ceiling Joist to Tap Plate Croe•mtled) (aa Table 3 4A) (sat Table 3AA) per joist 32 2 3 3 0 5 6 7 8 INTERSECTING DIMS.(SEE MFTR O CeilimgJoist toPanllalRaner(Face-milled) (smTabb39A) (see Table39A) aehlep COL + MEMBER WIDTH Coiling Joist laps Over Partitions(Face-eat" (a sTable 39A) (see Table 39A) pdg lap 36 3 3 4 5 6 7 a CATALOG) ma Collar Tic to Rafter(Pacs•nlbed) (we Table 3AA) (see Table3.6A) per tic 12 1 1 2 2 2 2 3 3 C VARIES SEE PLAN Blocking to Rafter(Toe nailed) 2 ad 2-10d ached 16 1 2 2 2 3 3 4 4 Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates In CDRIDGE POST(SEE PLAN) ch Rim Board tollafter(End.nmled) 2.16d 3.16d aebad 20 2 2 2 3 3 4 4 5 Exterior Walls Resisting Wind Loads-Exposure B B C 1 WALL FRAMING 612 24 2 2 3 3 4 4 5 6 v T Plata to T Plate i 29 2 2 3 4 4 5 6 7 Wall Stud Top W (Pace-ua0t� 2 16d 2-16d per foot SDse,nII(In.) Top Plates atlmatarlert&(Fast haled) 4.16d S46d 32 2 3 3 4 s 6 7 a DETAIL TYPICAL 4-WAY GIRDER COLUMN CAP FRONT VIEW SIDE VIEW U.1 Y Joints-each side 12 l6 24 Stud to Stud(Fac"ailed) I 2-16d 2-16d 24-o c 36 2 3 4 4 S 6 7 8 !4omber of Fnll Height Sind Requited at Each Header toHea�(Pace•salled) 16d 16d 16•ox-along edges 12 1 1 1 2 2 2 3 3 Header Span(R) i *ALL INTERRUPTED GIRDER SPANS SHALL PLUTT AT F"doftheHeader COL.C DETAIL TYPICAL MIDBEAM POST CAP(CC06X) O 16 1 1 2 2 2 3 3 4 2 1 1 1 Top err Bouom Plate to Stud(7ad�iailed) (see Table 3SA) (see Table 3SA) per and 20 2 2 2 3 3 3 4 5 4 2 2 I BoomPlasetoFborjoW,Baneoist,E.ndjounar 2-16dsa 2-16du per root 712.12.12 24 2 2 2 3 3 4 5 S 6 3 3 2 2X CONT.NAILER MIN.ATTACHED W/ O Blocking�' ed) 31 2 2 3 3 4 s 5 6 a a 3 2 1. SELF-TAPPING P.A.F.O 9"O C Q_ �FRAMM 32 2 2 3 1 1 S 6 7 10 s 4 3 io)atoSiD,Top Rate orGirder(Toe-atled) 4-ad 4-10d - perjoul 36 a 3 3 4 s 6 7 8 12 6 s 3 � ) 12'MAX 4�' F F. STAGGERED W/14"EDGE DIST BndV%to Joist(Toentled) 2-ad 2.10d each end a Tabobtd carittation mquimmmts dW l be permitted to be muhq*W by 0 75 for1�7 not Imawd vrilbn 8 feat of building 14 7 6 4 Blocking to)else(Toe-mu ad) 2-ad 2-10d each and ep 16 a 6 4 2"MIN Blocking to Sell or Top P1sie(Town led) 3-16d 4.16d each block • • Stu r Tabulated ridge connection goods assume a buffer located m C ' The number of fall height sods required a each end of the TJI FLOOR LeQgc p to Bemis(Face-nnled) 3.16a aabd aegis jotu � 'a8 ��11Q ?J�"MIN. END OF19 Joat on I.adger to Beam(roo nailed) 3-ad 3-10d pal joist 3 Tabulated carnation mqub emeaa ate based an total upNR minus 0 6 of the roof asamby dead bad(0.6 x 10 pal). header shall be permitted to be reduced to accordance with • • JOISTS ca Band Joist to Joist(Fad-nailed) 3-16d 4.16d - -[land Joist to Sill or rap Plate(1'oc-rmkd) 2-16d' 3.16d �� s Tabulated connection requirements are based on a 12,tub ridge stn�spacing,for dil&iait ridge step spacings,muhipy the the aqultanmta of Section 3.4.1 A.2 sad Table 323D 2�"MIN • • MEMBER tabubtedvehxsby the approprisumumplierbelmir 2"MIN _ _-- Et.O0F8Ia8AT1D1Hi Ridge Strap Spadoa(ia) 12 16 19.2 24 4a FLGHSIMPSON LBV TOP FLG HGR W Soucturld Panels ad god ca«Table3.lo) i Multiplier 1.00 ".3� 160 2.00 4.00 Table 3.24C Jack Stud Requirements for Headers In Interior Loadbearing WallsDiagonal W I'x6'or 1 k8' 2-ad 2-lOd s When the tabulated number of milb required in each end of the snap is equal to 1 and ibe finning Is attached in accordance vni-i - --- --- ------ - - I'x10'r wider �� Table 3 1,tha ndge sump and addition,railing a cot reWred 34d 3-10d per:= s RoofSpan(it) WF BEAM When a collar tier is used in Neu of o ridge soap,tlx number or 100 common nos agiilied In each cad of the callar tie Deed oa: C�LDVG S�A78Q?C - exceed the tabulated meaty of ad common nib in a steal strap,or the number of 12d bloc nsib in each end of the collm tie 12 24 36 G fan Wallboard sal centers sd coolers 7-�/to-field read ma exc the tabulated mtmber of IOd box nib in a Reel strap. Header Width DETAIL STEEL BM WITH NAILER AND LEDGER ]- IS• 5' 6' 3- 4.5- 5• 6' 3" 4.5' S" 6' M WAi.L BHEAT131NC r I-1!a•20 gyp ridgy amp shall De of ASTM A633 glade 33 anal er egmaalem 2-2x 3 2x 4- 4 Structure!Panels ad told (we Table3.11) ASSEMBLY A ASSEMBLY B ASSEMBLY C Fiberboard Panels Top Plate Splice Requirements for Wind-Exposure B 61 C- 11 Oder Cases Header Supporting S�Header Number ofJadk Studs Required at Each End of the Headmt3 SDS25312 SDS25412 SDS25600 711 V 6d 3•edge/6-Reid - _ 25r32" ad 3-edge/6-field 2 ' 1 1 t 1 ' ' 1 I t I DETAIL TYPICAL JOINING MULTIPLE LVL MEMBERS evi,du/0r+r*r+o•(4) Miebiiaisplimti.g�°(aiy 4 1 1 1 1 1 1 1 1 1 1 lHadbuwd *FASTENERS SPECIFIED ARE SIMPSON STRONG-TIE Gypsum Wallboard Sit conies sal coolers 7 edge!10'Reld 12 : (see Table3.11) 6 1 1 1 1 1 1 1 1 2 1 1 I BEGIN BOLT TYP OLT PATT. PantekboardPanels 8d 8d (leemamrfactuier) w 3 One flow Only 8 1 1 1 1 2 1 1 1 2 2 2 1 STRONG-DRIVE SCREW 5/8"THRU BOLTS 0 12" Dtagorw Board Sbcathaq 24 4 (Center Bearing) 10 1 1 1 1 2 2 1 I 3 2 2 2 *STAGGER SCREWS ON OPPOSITE FACES STAGGERING O EA END U.O.N. STAGGERED EXCEPT AT ENDS SEAL: 12 1 1 1 1 2 2 2 1 3 2 2 2 :a s SEE ELEV. MIN. 1"x6"or 1�t8' 2.8d 2-lOd per support 32 6 14 2 1 1 1 3 2 2 2 4 3 3 2 0 0 0 t'xlO'or wider 3-8d 3-Oil per support -END OF FLOORBASAT111]NG 46 a 2 1 1 1 1 1 1 1 1 2 1 1 1 (3)1-Y4"LVL W/(2 MEMBER E gRcy� Structural Panels s0 10 4 I t I 1 2 I 1 1 3 2 2 2 0 0 0 FLITCH PLATES. -or less ad toe 6 SEE PLAN FOR 2X2"MIN !' greater duet 1' 1 Od 16d 6"edge!6'field 70 14 12 12 < edgellz-field 6o 12 6 2 1 1 1 3 2 2 2 4 3 2 2 Q' n pagtwl Edoard Sheadiln$ ltvo Flow 8 2 2 1 I J 2 2 2 S 3 3 3 SIZES 1 xii or Mr 2-ad 2-IOd per support i 16 _-- (Center Bearing) to 2 2 2 1 4 3 3 2 6 4 4 3 TYP TYP 3 2h"MIN I'MO'or wider 3-8d 3-I0d per aware Tabtdamd sphoa ktisths msuwo tap plauwtap raw avanr"a using 2.16d 12 3 2 2 2 5 3 3 3 7 5 4 4 Nailing regnirermrae&arc lased on wan aliatbmg nailed 6 bnrba on caner al the panel edge if waD tdtmhmg b ailed 3 inches oritenter a dro nab lia ram Fat d-rkr`phoo`m&th do t�'sp.drtg Omn bo adutod in ardor 14 3 2 2 2 5 4 3 3 8 s s 4 DETAIL TYPICAL FLITCH BEAM ASSEMBLY (P panel edge to obtain bgher shear apsaties raihrtg requirements fbr structural members shall be doubled,or alternate connectors,such as&hear m i•placid"ao Wmsalmt o-iiber of init 16 1 3 2 2 6 4 1 3 9 6 S S • plates,shall be used to maintain the load path Tsb Lzuid splko tnigtM uswroa buad.a&loaned in Ealimm B a C. Where the nmpber of jack studs equals 1,the leader doll be penaitsed to be supported by a framing anchor attached to the full- ALL BOLTS SHALL CONFORM TO NDS STANDARDS '9�. ISO O When wall sheathing is continuous over connected atembas,the tabulated wanbtr of nib shall be permitted to be reduced to I-l6d nail per foot s Top plains&bap ba a eatmiron of and Vale material. height wall stud Corrosion resistant I:gage roofing roils end 16 gage rigib are permitted,check MC for additional imments : -.1 Rw 7epwamaplka taa>;di An txpnvolem number of fall height studs arc ptamftted to RDi�jack studs,atroa adequate gravity emneaions an provided. (7F 12 MAX SEE HANGER LOAD Table A-3.4B Uplift Strap Connection Requirements-Exposure C 1+� TYPICAL TRANSFER FASTENER (Roof-to-Wall,Wall-to-Wall,and Wall-to-Foundation) IV MIN. . . . .'.: :., • • • SCHEDULE FOR (Prescriptive Altemative to Table 3.4) REQUIREMENTS WF BEAM SEE PLAN 3"MIN. • • • • • • • • • ISSUED FOR: Dad LadAat�tiom:Roo17Ce11m$AasemblyDL=15pst (3)1-Y4"x117W LVL W TOP PLATE 3"MIN. • • • • • • GIRDER • • • ••. .•• • • • CONTRACTOR SHALL Three Second Oust Wind as 90 too Igo 120 130 lac Ise NOTE STAGGER FASTENERS IN 2 ROWS 1)¢"MIN. PROVIDE CONN DETAIL PERMIT S m b ALL EXISTING STRUCTURAL Z "STL PLATE COL FOR REVIEW PRIOR TO CAP CONSTR.IF NOT Roof Span Number pfgd Common Nmlsor10d Box Naib INFORMATION IS ASSUMED BASED � LEDGER a 5i 11J to *NOTES 2 ROWS:K"A325 SHOWN/SPEC-D ON DWG. ISSUED DATE: Framing Spaamg(inj (ft) inEochFadofl•1J4•:2A pgestrap"'" UPON FIELD OBSERVATION ANDI I ( lJ.l H 1 VERTICAL PLACEMENT OF BOTTOM ROW OF _ BOLTS WILL BE VERIFIED IN THE FIELD `r' 0 O FASTENERS FROM TOP OF LEDGER TO BE 5 5 MIN 12.12.2024 12 1 1 2 2 3 3 4 4 O O O O O o Z BY THE CONTRACTOR AND 16 1 2 2 3 3 4 a s FOR 2x8 6 5 MIN FOR 2x10 AND 7 5 MIN FOR 2x12 �2" 3 - ARCHITECT DURING THE O O o O r6 20 2 2 2 3 3 4 5 6 DEMOLITION PROCESS 2 FOR 2x8 LEDGERS,MIN PLACEMENT OF BOTTOM - FASTENERS MAY BE REDUCED TO 4 5 IF LAG /I STEEL SIZE VARIES DETAIL:TYPICAL HGR CONN TO MULTIPLE LVL MEMBER 12 24 2 2 3 3 4 5 6 6 CONTRACTOR SHALL NOTIFY v Z 3 d REVISION DATE: REVISION NO.: 28 2 2 3 4 4 S 6 7 ARCHITECT IMMEDIATELY LAG SCREW OR BOLT SCREWS ARE USED OR BOLT SPACING IS REDUCED PIPE COL 0 VARIES SEE PLAN +FASTENERS/HANGERS SPECIFIED ARE SIMPSON STRONG-TIE OF ANY DISCREPANCIES WITH 2 MIN TO THAT OF LAG SCREWS TO ATTACH 2x8 LEDGERS SEE PLAN •STAGGER SCREWS AT OPPOSITE FACES 32 2 3 3 4 3 6 7 8 • 36 2 3 3 a 6 7 9 THE EXISTING CONDITIONS TO 2x8 BAND JOISTS REFER TO MFTR CATALOG TECH BULLETIN FOR STAGGERING OPTIONS 12 2 2 2 3 3 4 5 s 16 2 2 3 3 4 5 5 6 DETAIL, PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS HANGER LOAD TRANSFER FASTENER SCHEDIJLE 20 2 2 3 4 4 5 6 7 16 24 2 2 3 4 5 6 7 a PER IRC FIGURE R507 2 1(1) HANGER N11 PLIES NO.FASTENERS FASTENER 28 2 3 4 S 6 7 a SDWF CONNECTOR AT 40"0 C Hu L75 DBL B SDS25312 32 2 3 4 S 6 8 9 4•tan a 12' L75 TPL 10 SDS25412 36 3 3 4 5 7 8 SSP O EACH STUD it" act. AT ALL EXTERIOR WALLS HILTI KWIK BOLT 111 L75 QUAD 12 SDS2s600 STRUCTURAL i�en pkati "0 EXPANSION L75 DBL 12 SDS25312 LSTA STAP EVERY OTHER RAFTER EMBED.R(�)6"MIN ""'JS L75 TPL 6 SDS25412 NOTES 32"O.0 SEE TABLE FOR NUMBER OF 1.7s QUAD 1e sasz5600 CONNECTORS WHICH WILL DETERMINE LENGTH 3/16- 11"x11"xX2"BASE HGUS L75 DBL 22 SDS25312 PLATE TYP. L75 TPL 30 SDS25412 HID ` In A rl"cE ° HGIj L75 DBL 30 SDS25312 0 o G ROOF RAFTER(SEE ° o PLAN) 4 a° G a SCHEDULE HANGER LOAD TRANSFER o • H2 5 CUP EACH RAFTER(ONE MIN) r w. • • ° • • ° • 4.4 *SCHEDULE IS FOR 9.25"-14"LVL'S(EXCEPTION 9.25"-9.5" �,..ou � ° LVL N/A FOR HGU) DOUBLE TOP PLATE top.a e STAGGER SCREWS ON OPPOSITE FACES fplk REFER TO MFTR CATALOG/TECH BULLETIN FOR STAGGERING 4'a&. FTG SIZE+NO REBAR VARIES OPTIONS SEE PLAN/SCHEDULE FOR INFO G 3 DETAIL TYPICAL RAFTER TO RAFTER TENSION STRAP(SSP) DETAIL TYPICAL RAFTER TO TOP PLATE(H2 5) DETAIL TOP PLATE STUD TIE(SSP) DETAIL:FLOOR TO FLOOR CONNECTION(SDWF) DETAIL TYPICAL LVL WIDE FLANGE GIRDER TO COLUMN 04OF13 ZONING COMPLIANCE Evan Sakofsk Y ZONING COMPLIANCE TABLE A R C H I T E C T 3 TERRACE COURT,RYE BROOK,NY,10573 ZONE RESIDENCE R-10 11 Berkley Lane REGULATION REQUIRED/ EXISTING PROPOSED VARIANCE Rye Brook-New York PERMITTED REQUIRED? 10573 MINIMUM LOT AREA 10,000 S.F. 10,000 S.F. 10,000 S.F. - 516.314.1385 MINIMUM FRONT YARD 30.0' 30.2' 30.0' - x MINIMUM REAR YARD 30.0' 36.6' 36.6' - MINIMUM SIDE YARD 10.0' 11.4' 11.4' - MINIMUM TOTAL SIDE YARDS 25.0' 42.8' 42.8' - X MAXIMUM GROSS FLOOR AREA 2,648 S.F. 2,393 S.F. 2,929 S.F. YES MAXIMUM BUILDING HEIGHT 2 STORIES/30.0' 2 STORIES/19.1' 2 STORIES/23.5' - MAX HEIGHT/SETBACK-FRONT 0.80 0.48 0.73 - -x -X- - - - - - - - - - - - - - - - - - - - - - - MAX HEIGHT/SETBACK-SIDE 2.40 1.11 1.77 - x I MAXIMUM BUILDING COVERAGE 2,000 S.F.(20%) 1,465 S.F.(14.7%) 1,465 S.F.(14.7%) - Y I X I MAX.ACCESS.BLDG.COVERAGE 450 S.F.(4.5%) 126 S.F.(1.3%) 126 S.F.(1.3%) - MAXIMUM IMPERVIOUS COVERAGE 3,980 S.F. 2,851 S.F. 2,882 S.F. - Sh ed MAXIMUM FRONT YARD COVERAGE 45% 23.4% 24.3% - O EXISTING SHED W I x 1 MINIMUM USABLE OPEN SPACE 1,200 S.F. >1,200 S.F. >1,200 S.F. - x I a: z Ix I W W 0 Z Ix I w I x• � Y EXISTING PATIO 001 W w U O AREA OF 2ND FLOOR CC � O ADDITION X . W o: m I � w xl w x Q X. x ISEAL: NEW PORTICO �C I j' EXISTING DRIVEWAY x of 18 `l0 NE c NEW FRONT M WALK ' I ISSUED FOR: I I PERMIT 1 ISSUED DATES 12.12.2024 -L_ REVISION DATE: REVISION NO.: SITE PLAN& ZONING ANALYSIS T Cnu r PROPOSED SITE PLAN ■ 05 OF 13 Evan Sa kofsky ARCH I T E C T 11 Berkley Lane Rye Brook•New York 10573 516.314.1385 35'-4° 11-1 10-3 35-4 11-1 10-3 — _ J LJ ® N I I N —, . 1� I ��- N 1 cm A B - C r'_ E 7 N I O L — in L�-J cm -t N � I I Ilk ~ I JI O II JLir II � II �� At -- _ z maw I _I 4 z k V 1ST FLOOR 2ND FLOOR V AREA NAME G.S.F. AREA NAME G.S.F. #A w Y 1ST FLOOR F A.R PLAN A 913.4sf 2ND FLOOR F.A.R.PLAN D 9134sf B 324.9 sf 2 WW-1'4r E 324 9 sf W U O C 226.3 sf F 226 3 sf CC Q O TOTAL: 1,464.6 sf TOTAL: 1,464.6 sf cc CC W ar m cc w a � w M a: SEAL: 0 AIQcy #M&MUM BU LDWOMEIGMT \ O IFOr NE�I Y �• �o .. D of / NIN �g �. a /• ISSUED FOR: Iw Z PERMIT NEW 1T71C SLlFIDOP \°� Z. •� �`(.�._ _ J T - F'I 10 Q��• ISSUED DATE: 1 1 1 1 1 1 1 1 I \ os�o 1212.2024 1 1 1 1 I 1 1 I �� 1LL o��Q�. EXWMGSECWDFLDON 9p�\• ./O� T __ REVISION DATE: REVISION NO.: °N \ / - 1 1 I I ® 1LLULMDOM 1 1 I I 1 1 \ I ewsrwaFwsr oon c>n-•. s EVE—lace i ZONING 3 SIDE YARD HEIGHT TO SETBACK RATIO 4 FRONT YARD HEIGHT TO SETBACK RATIO CALCULATIONS ■ 06OF13 Evan Sa kofsky REMOVE EXST'G ROOF CONSTRUCTION A R C H I T E C T ———————r ————————————— REMOVE&SALVAGE REMOVE EXST'G FIXTURES,FINISHES, REMOVE IXSTG EXSTG WINDOW FOR 11 Berkley Lane APPLIANCES.AND CABINETRY WINDOWS WHERE RE-INSTALLATION .snRo�mca,e�ooR E� I �— INDICATED _______________________ REMOVE EXSTG ROOF CONSTRUCTION Rye Bro105 3ew York TO ACCOMMODATE NEW ADDITION I _ _ REMOVE EXISTING TRIM THROUGHOUT 516.314.1385 r——� REMOVE EXST'G WALLS II i I I REMOVE EXISTING SIDING THROUGHOUT 1 r®, I -- _ J &DOORS WHERE I I I I I I I 1 I l] — I INDICATED I REMOVE EXISTING SHUTTERS THROUGHOUT I I I I I I I Y ram.-74F r-,---��� I� I I I I 1 11 I Mill I IL J --REMOVE EXST'G 1 Ebsm,°ems.FwoR —— ——�Q——_�—— �z I C3 1 °aAA.W D" I II WASHER&DRYER 7 REMOVE EXSTG GARAGE DOOR —— AND CONNECTIONS— ^ / REMOVE EXISTING WINDOWS WHERE INDICATED ir REMOVE EXSTG PORCH&PORTICO REMOVE EXST'G FIXTURES I 11 FINISHES,&CABINETRY 1I (3>,�T�TDEMOLIT�ION LEVATION 1r� I REMOVE EXSTG ATIL STEPS I I REMOVE EXSTG ROOF CONSTRUCTION O REMOVE EXSTG PORCH&PORTICO 1ST FLOOR DEMOLITION PLAN 'ie-"''-T 1 REMOVE EXST'G ROOF CONSTRUCTION REMOVE EXISTING TRIM THROUGHOUT 1 .. TO ACCOMMODATE NEW ADDITION mfrD EEDD"D ✓ W W 0 �— 1 I Z II 1 I 1 ch REMOVE EXST'G PORCH&PORTICO��1 I I I REMOVE EXST G 1 I I VANITY FOR °°NO"'�' ___ __ __ _ — E r1O°,,,,.�„ REPLACEMENT W REMOVE EXISTING SIDING THROUGHOUT W 00 4> 1I SIDE DEMOLITION ELEVATION � ,re•a,-0- CC < 0 40 REMOVE EXST'G WALLS REMOVE EXST'G &DOORS WHERE 1�EXTERIOR WALLS r—— INDICATED�) I WHERE INDICATED mill ---,I a: m W � W REMOVE EXSTG ROOF CONSTRUCTION -----------------------i M [et*.rO Arnccwto°Rl 1L _______________________ REMOVE IXSTG ROOF CONSTRUCTION TO ACCOMMODATE NEW ADDITION ______ I *44 , i REMOVE EXISTING WINDOWS WHERE INDICATED REMOVE EXSTG r4a Flu uu Flil I SEAL: WINDOWS WHERE INDICATED I ------------- 1 ,�� ED,gRc _ r1IRcr1r1� R Fr n I H HIH H art�� REMOVE EXISTING TRIM THROUGHOUT2ND FLOOR DEMOLITION PLAN 1 1 —I— — — �a Da n1 2 ,re-.,•-o- 1 I L��u L lu�u f 1 REMOVE EXISTING SIDING THROUGHOUT / E174fMO dY116E DOOR I.1-I.1 fr•+...SX RRSf r,:« ivy REMOVE&SALVAGE EXSrG WINDOW FOR RE-INSTALLATION REMOVE F EXISTING DOORS 9i 18� OF NE�40 REMOVE EXISTING SIDING THROUGHOUT 5 REAR DEMOLITION ELEVATION 11r.1.0, ISSUED FOR: PERMIT ISSUED DATE: 12.12.2024 REMOVE EXST G ROOF CONSTRUCTION REVISION DATE: REVISION NO.: I ED, I REMOVE EXISTING TRIM THROUGHOUT DEMOLITION 1 1 — fz-�..,,�:r.,� DEMOLITION NOTES PLANS & 1 ALL DASHED ITEMS ARE TO BE REMOVED TYPICAL CONFIRM WITH OWNER PRIOR TO DEMOLITION I �fir1 �f� I ELEVATIONS ANY ITEMS THAT ARE TO BE SALVAGED FOR RE-USE I IJ LJiJ661 LJ'461 I 11 REMOVE EXSTG PORCH&PORTICO 2 DASHED WALLS ARE EXISTING WALL STRUCTURE TO BE REMOVED TO THE EXTENT REQUIRED FOR I I� THE NEW DESIGN COORDINATE NEW OPENINGS IN THE EXISTING WALL TYP REMOVE EXISTING WINDOWS WHERE INDICATED 11 3 ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE COLLAPSE,DISTORTIONS AND MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES STANDARDS AND GOOD PRACTICE 4 DEMOLITION DRAWINGS ARE DIAGRAMMATIC CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVE EXISTING SIDING THROUGHOUT DEMOLISHING ALL THAT IS REQUIRED TO PERFORM THE PROPOSED SCOPE OF WORK NOTE: ALL NOTED EXISTING STRUCTURE IS BASED UPON FIELD OBSERVATIONS FIELD VERIFY 64 DE DEMOLITION ELEVATION AND NOTIFY ARCHITECT DURING DEMOLITION IF FIELD CONDITIONS VARY FROM ASSUMPTIONS "-0 ■ 1 07 OF 13 CONSTRUCTION PLAN NOTES Q Evan Sa kofsky 1. FOUNDATION STEM WALL:REINFORCED CMU OR CAST-IN-PLACE STEM WALL SEE PLANS, SECTIONS AND DETAILS FOR SIZES AND REINFORCING.FOUNDATION FOOTINGS TO EXTEND A R C H I T E C T MIN.42"BELOW GRADE 2. FOOTING:12 DEEP CAST-IN-PLACE REINFORCED CONCRETE SPREAD FOOTING SEE PLANS SECTIONS,AND DETAILS FOR SIZES AND REINFORCING 3. PORCH/PATIO CONSTRUCTION:1 THICK DIMENSIONAL PENNSYLVANIA SELECT TRUE BLUE THERMAL BLUESTONE PORCH ON 4 AIR-ENTRAINED CONCRETE SLAB WITH W W F OVER 4 11 Berkley Lane DEPTH GRAVEL ON COMPACTED FILL PROVIDE A 2 THICK EDGING. Rye Brook•New York 4. PORCH COLUMN:PAINTED 10 NOMINAL TURNCRAFT POLY-CLASSIC FRP ROUND TAPERED y COLUMN WITH TUSCAN CAP AND BASE OR EQUAL 10573 z 5. EXTERIOR WALL CONSTRUCTION:NEW SIDING OVER TYVEK HOMEWRAP ON Y2 APA RATED 1 U EXPOSURE 1 PLYWOOD STRUCTURAL SHEATHING ON 2X8 WOOD STUDS U.N.O.,AT 18 O C WITH 516.314.1385 A-.3 z Y GYP BD INTERIOR SHEATHING SEE BATHROOM WALL NOTE FOR INTERIOR SIDE OF i a BATHROOM WALLS SEE EXTERIOR ELEVATIONS FOR SIDING SPECIFICATIONS. TING WINDOWS NEW CONCRETE STEP a~ —— —— —— 6. INTERIOR WALL CONSTRUCTION: GYPSUM BOARD ON 2X4 WOOD STUDS AT 16 O C UNLESS 0 j DIMENSIONED AS 2X8 OR OTHERWISE PROVIDE SKIM COAT WHERE MATCHING EXISTING PLASTER WALLS IN ROOM PROVIDE CEMENT BOARD WHERE BACKING TILE. BUILT-IN BANQUETTE 7. BATHROOM LAUNDRY WALL CONSTRUCTION:2X4 WOOD STUDS AT 18"O.C.,UNLESS 5 (2)9 A.LVL (2)9 A"LVL ON (2)9 Y4'LVL EXST'G DIMENSIONED AS 2X8,WITH Y PAINTED MOISTURE RESISTANT GYP.BD.ON WET SIDE OF WALL —HEADER— —HEADER— _—_HEADER P1 MECH.RM AND Y2 PAINTED GYP.BD.ON OPPOSITE SIDE PROVIDE 3 ROCKWOOL SAFE N SOUND INSULATION FOR ACOUSTIC SEPARATION PROVIDE CEMENT BOARD WHERE BACKING TILE 19 22— __ 18 103 102 101 —— 8. GARAGE CEILING INSULATION&SHEATHING:PROVIDE NEW R-32 OC-SPF INSULATION nnw PULL-OUT 48"REF/FRZ I — THROUGHOUT ENT RE GARAGE CEILING INSTALL NEW a TYPE X GYP BD PANTRY 9. GARAGE WALL:INSTALL NEW/e TYPE X GYP BD DROP CEILING TO NEW 2x10 JOISTS I I 10. SOUNDPROOFED WALL-PROVIDE 3 ROXUL SAFE N SOUND WITHIN WALL FRAMING CAVITIES J ACCOMMODATE NEW AT 18"O.C. FRAMING;SEE SECTIONS - 104 I I 11. CASED OPENING:MATCH ADJACENT DOOR HEIGHTS G01 NEW KITCHEN I I 12. SHOWER WALLS:FULL HEIGHT TILE OVER SCHLUTER KERD WATERPROOFING MEMBRANE ON MUD ROOM BUILT-INS CEMENT BACKER BOARD 13. SHOWER BASE:SITE BUILT USING SCHULTER KERDI SYSTEM TILE FLOOR ON UNMODIFIED ao P1 FAMILY ROOM - W o N_ " PORTLAND CEMENT THIN-SET MORTAR OVER KER01 BONDED WATERPROOF MEMBRANE ON 0 S r DW 1 g > 8-e" 3-0 SLOPED PORTLAND CEMENT MORTAR BED ON Y2 HARDIBACKER(OR EQUAL BOARD BASE ON 17 I I F� 1 13 &) 2 FLOOR.PROVIDE CURB WITH FULL MEMBRANE OVER CURB PROVIDE KERDI-DRAIN FLOOR DRAIN L—J 22 X� . 12 A33 AND PLUMBING REQUIRED FOR SHOWER. _ ISLAND UJ 14. GLASS ENCLOSURE:Y2 TEMPERED FRAMELESS STARPHIRE GLASS DOOR&ENCLOSURE 4'-V x ram" NEW P.R. NEW GUEST OO —— EXST'G 15. NICHE:RECESSED INTO WALL G DRO CEILING TO tie BATH 9 GARAGE 16. APPLIANCE WATER LINE:PROVIDE TO REFRIGERATOR&FREEZER FOR ICE AND WATER MAKERS 17. EXHAUST HOOD:PROVIDE VENT TO EXTERIOR FOR RANGE HOOD.COORDINATE WITH FRAMING O DATE NEW 6' 5'0° 7 AND CABINETRY AS REQUIRED TO HIDE DUCT.PROVIDE MAKEUP AIR AT A RATE EQUAL TO THE FRAMING;SEE SECTIONS in 5 I 7 EXHAUST AIR RATE FOR HOOD SYSTEMS CAPABLE OF EXHAUSTING GREATER THAN 400 CFM io P1 - 0 18. WASHER/DRYER HOOK-UPS:PROVIDE RECESSED HOOK-UP WITH BALL-TYPE MASTER VALVE (2)9 A.LVL P1 (2)9 A.LVL P1 10 10 108 FOR WASHER&DRYER PROVIDE ELECTRICAL,GAS(IF REQUIRED),AND PLUMBING HOOK-UP —HEADER HEADER — ———— — —_ —_ AND INSTALL APPLIANCES PROVIDE WATERPROOF SHOWER TYPE BASE WITH TILE FINISH AND NEW 2x10 JOISTS HOSE TO WASTE OUTLET PROVIDE SMOOTH METAL DUCT DRYER VENT TO EXTERIOR PROVIDE P1 11 p1 I I z 1'-0° 11 P1 w- 105 AT 16'O.0 BRAIDED STAINLESS STEEL SUPPLY LINES WITH AUTOMATIC SHUT-OFF VALVES O CL. of I 19. BUILT-IN CABINETRY:DETAILS T B D w a a�I I 20. CUSTOM CLOSET SYSTEM:PROVIDED AND INSTALLED BY OWNERS CLOSET VENDOR G C TO N P2 NEW GUEST COORDINATE AS REQUIRED D W I 21 MODIFIED I I 107 BEDROOM 110 21. CLOSET SHELVING:MULTIPLE SHELVES WITH HARDWOOD EDGEBAND W O I LL LIVING ROOM I I P2 22. STONE COUNTERTOP:COORDINATE PURCHASE&INSTALLATION WITH OWNER Z a> DIN a> I I N 2x10 JOISTS 23. ATTIC LADDER:25"x54 WOOD PULL-DOWN FOLDING ATTIC LADDER BY FAKRO OR EQUAL ch 801 i0- 00 N 11 ) I EXS rG AT 18"O.C. cn O I FOYER — O 10'-10j" 3'-3" I OPEN TO w GENERAL FLOOR PLAN NOTES II ABOVE 10 y W 1 SEE BUILDING SECTIONS,WALL SECTIONS AND DETAILS FOR BUILDING THERMAL INSULATION W AND VAPOR BARRIER REQUIREMENTS O W 2-0" I 2 INSULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WITH NEOPRENE W U LL O w " 22 1 0" I TO PREVENT CONDENSATION AND FOR SOUNDPROOFING 19 EQ EQ ——— EXISTING WINDOWS 3 ALL DOORS,WINDOWS,AND CASED OPENINGS SHALL HAVE CASINGS-CONFIRM FINAL CASING CC Q O FINISH WITH ELEVATIONS 4 ALL MECHANICAL ELECTRICAL,AND PLUMBING SHALL BE PROVIDED PER CODE EO Ao1 EQ Ao2 MEMBES AND LAYOUT WITH MANUFACTURERS Ao3 N EW PORCH& ILASTER Ko1 I pMATCH COLOUMNS 5 SPECS AND DETAILS.A FLOORCOORDINATE ALL LVL BIEAMS NG SHALL BE AN CH AND ATTAC ED AS PER STANDARD PORTICO_._ _ MANUFACTURER RECOMMENDED METHODS PILASTER TO P3 8 DOUBLE ALL FRAM NG MEMBERS UNDER PARALLEL PARTITIONS,TYP. MATCH COLUMNS 7 PROVIDE SOLID BLOCKING IN FLOOR FRAMING UNDER ALL APPLIANCES,BUILT INS,KITCHEN 10'-8 ISLAND,BATH FIXTURES AND ALL COUNTERTOP LOCATIONS W FIRST FLOOR CONSTRUCTION PLAN pg 8 ALL FIXTURES AND FINISHES TO BE VERIFIED BY ARCHITECT AND OWNER W '� va- r o• 4 4 9 ALL MECHANICAL ELECTRICAL,AND PLUMBING SHALL BE DONE ON A FULL"DESIGN BUILD BASIS AND PROVIDED PER CODE AND AS INDICATED ON DRAWINGS. 10 SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS INCLUDING WIND RESISTANCE REQUIREMENTS HURRICANE CLIPS TIES,STRAPS,HOLD DOWNS,ETC. 11 INSTALL APPLIANCES AND PLUMBING FIXTURES AS INDICATED ON PLANS INCLUDING co cr ASSOCIATED PLUMBING AND ELECTRICAL REQUIREMENTS SEE ALLOWANCES FOR FURNISHING 1 ITEMS A3 3 12 PROVIDE CUSTOM CABINETRY AND MILLWORK AS INDICATED IN PLAN.SEE ALLOWANCES FOR 1 FURNISHING ITEMS A-.3 E04 5 E03 13 PROVIDE STONE COUNTERTOP WHERE COUNTERTOPS ARE INDICATED SEE ALLOWANCES SEAL: FRAMED WALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF WALL Lo LL I 1 SHEATHING TO FACE OF WALL SHEATHING,UNLESS NOTED OTHERWISE. Fo3 F02 FOt c%>> NEW 2xiO JOISTSPi AT ie"O.0 ED S�r EGRESS NEW WALK-IN I t� I o ij CLOSET I I 202 -�t E02 18° �O 203 I I o I OF NE`N EXST'G MASTER BATH I I cn MODIFIED D 7 5 cn MASTER •7 NEW 22 O 0 BEDROOM 18 UNDRY" L o RM ;n NEW Lug. X rD 19 1 W .. .. . . . . GYM/LOUNGE A 3 3 22 • a Q 18 VAULTED ISSUED FOR: LLL���JJJTTT CEILING z -- o , / I PERMIT — 8 _ 201 r4 204� ` q I I , ISSUED DATE: -IFSTRUCTURAL POST SCHEDULE —���'1 ExsT'G a- EXSTG HAL I I I BEDROOM P1 v NEW HALL 10 i 207 I I Eo1 P1-3 Y2"x 5 Y4 PARALLEL STRAND LUMBER(PSL)POST 12 12.2024 BATH O I I P2.3 Y2"x 3 Y2"PSL POST HALL Pi DN 00, �———``J =_ P3.3 Y"X 3 Y2°PARALLAM PLUS TREATED PSL,SERVICE LEVEL 2 REVISION DATE: REVISION NO.: (2)9 Al WL I EMBED'P3 POSTS IN FOUNDATION PER DETAILS WRAP EMBEDDED I 206 8 / PORTION OF POST IN GCP GRACE ICE&WATER SHIELD PRIOR TO - P1 POURING FOUNDATION GROUTING CMU CELLS II I 10-0j'VIF 9'-11"VIF GENERAL STRUCTURAL NOTES cn 0 cn 0 Ln U � —— —— 1 ALL NEW 2x WOOD FRAMING MEMBERS SHALL BE DOUGLAS FIR-LARCH NO 2 3 O O�O O'O J I HOME OFFICE 2 ALL NEW LVL SHALL BE 1%THICK AND MINIMUM 2 OE EXSTG o co o co EXSTG o m OPEN TO I Dot 3 ALL NEW POSTS SHALL BE SUPPORTED DOWN TO BEARING STRUCTURE USING A POST OF EQUAL 1 ST&2N D FLOOR BEDROOM#2 N I I �, BEDROOM#1 N_f BELOW I NEW 2x10 JOISTS STRENGTH SPECIFICATION a I I �a �a I AT 18'O.C. 4 DOUBLE ALL FRAMING MEMBERS UNDER PARALLEL PARTITIONS,TYP. CONSTRUCTION z I I Z z I 5 5 MULTIPLE 2x WOOD MEMBERS SHALL BE LAMINATED WITH NAILS PER THE REQUIREMENTS OF THE PLANS 10 NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. I / 6 MULTIPLE LVL MEMBERS SHALL BE LAMINATED PER MANUFACTURER'S SPECIFICATIONS I 7 ALL LVLS TO BE UPSET/FLUSH WITH FINISHED CEILING U.N.O.OR IN WALL CAVITY. REPLACEMENT REPLACEMENT (2)9 Y4"LVL I / 8 USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS. WINDOW WINDOW HEADER 9 PROVIDE SIMSPON CC CAP AT POSTS SUPPORTING BEAMS FROM MORE THAN ONE DIRECTION A04 A11 col Ba¢ NOTE: ALL EXISTING STRUCTURAL INFORMATION IS ASSUMED BASED UPON FIELD OBSERVATION AND WILL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND ARCHITECT DURING THE DEMOLITION PROCESS CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES WITH THE EXISTING CONDITIONS SND FLOOR CONSTRUCTION PLAN ■ (� ECIO , A-3.3 08OF13 CONSTRUCTION PLAN NOTES Q Evan Sakofsky 1. FOUNDATION STEM WALL-REINFORCED CMU OR CAST-IN-PLACE STEM WALL SEE PLANS, SECTIONS,AND DETAILS FOR SIZES AND REINFORCING FOUNDATION FOOTINGS TO EXTEND A R C H I T E C T MIN 42 BELOW GRADE. 2. FOOTING:12 DEEP CAST-IN-PLACE REINFORCED CONCRETE SPREAD FOOTING SEE PLANS SECTIONS AND DETAILS FOR SIZES AND REINFORCING 3. PORCH PATIO CONSTRUCTION:1 THICK DIMENSIONAL PENNSYLVANIA SELECT TRUE BLUE THERMAL BLUESTONE PORCH ON 4 AIR-ENTRAINED CONCRETE SLAB WITH W W F OVER 4 11 Berkley Lane DEPTH GRAVEL ON COMPACTED FILL PROVIDE A 2 THICK EDGING Rye Brook-New York 4. PORCH COLUMN:PAINTED 10 NOMINAL TURNCRAFT POLY-CLASSIC FRP ROUND TAPERED y COLUMN WITH TUSCAN CAP AND BASE OR EQUAL 10573 EXSTG S. EXTERIOR WALL CONSTRUCTION:NEW SIDING OVER TYVEK HOMEWRAP ON Y2 APA RATED 1 EXPOSURE 1 PLYWOOD STRUCTURAL SHEATHING ON 2X8 WOOD STUDS U.N.O.,AT 16 O C WITH 516.314.1385 UNEXCAVATED A-3 3 i GYP.BD.INTERIOR SHEATHING SEE BATHROOM WALL NOTE FOR INTERIOR SIDE OF BATHROOM WALLS SEE EXTERIOR ELEVATIONS FOR SIDING SPECIFICATIONS. 6. INTERIOR WALL CONSTRUCTION: GYPSUM BOARD ON 2X4 WOOD STUDS AT 18 O C UNLESS DIMENSIONED AS 2X8 OR OTHERWISE PROVIDE SKIM COAT WHERE MATCHING EXISTING PLASTER WALLS IN ROOM PROVIDE CEMENT BOARD WHERE BACKING TILE. 7. BATHROOM/LAUNDRY WALL CONSTRUCTION:2X4 WOOD STUDS AT 18"O.C.,UNLESS DIMENSIONED AS 2X8,WITH Y2 PAINTED MOISTURE RESISTANT GYP.BD.ON WET SIDE OF WALL AND YZ PAINTED GYP.BD.ON OPPOSITE SIDE.PROVIDE 3 ROCKWOOL SAFEWSOUND INSULATION FOR ACOUSTIC SEPARATION.PROVIDE CEMENT BOARD WHERE BACKING TILE 8. GARAGE CEILING INSULATION&SHEATHING:PROVIDE NEW R-32 OC-SPF INSULATION THROUGHOUT ENTIRE GARAGE CEILING.INSTALL NEW%TYPE X GYP.BD. 9. GARAGE WALL'INSTALL NEW%TYPE X GYP.BD. 10. SOUNDPROOFED WALL:PROVIDE 3 ROXUL SAFEWSOUND WITHIN WALL FRAMING CAVITIES 11. CASED OPENING:MATCH ADJACENT DOOR HEIGHTS. ASSUMED EXSTG 12. SHOWER WALLS:FULL HEIGHT TILE OVER SCHLUTER KERDI WATERPROOFING MEMBRANE ON FOUNDATION STEM CEMENT BACKER BOARD WALL V I F 13. SHOWER BASE:SITE BUILT USING SCHULTER KERDI SYSTEM TILE FLOOR ON UNMODIFIED PORTLAND CEMENT THIN-SET MORTAR OVER KERDI BONDED WATERPROOF MEMBRANE ON O I SLOPED PORTLAND CEMENT MORTAR BED ON Y2"HARDIBACKER(OR EQUAL)BOARD BASE ON FLOOR PROVIDE CURB WITH FULL MEMBRANE OVER CURB PROVIDE KERDI-DRAIN FLOOR DRAIN EXST'G AND PLUMBING REQUIRED FOR SHOWER. UNEXCAVATED 14. GLASS ENCLOSURE:Y2 TEMPERED FRAMELESS STARPHIRE GLASS DOOR&ENCLOSURE 15. NICHE:RECESSED INTO WALL z 16. APPLIANCE WATER LINE:PROVIDE TO REFRIGERATOR&FREEZER FOR ICE AND WATER MAKERS q.3 3 17. EXHAUST HOOD:PROVIDE VENT TO EXTERIOR FOR RANGE HOOD.COORDINATE WITH FRAMING O V I F AND CABINETRY AS REQUIRED TO HIDE DUCT.PROVIDE MAKEUP AIR AT A RATE EQUAL TO THE EXHAUST AIR RATE FOR HOOD SYSTEMS CAPABLE OF EXHAUSTING GREATER THAN 400 CFM U. VIF 18. WASHER/DRYER HOOK-UPS:PROVIDE RECESSED HOOK-UP WITH BALL-TYPE MASTER VALVE > FOR WASHER&DRYER PROVIDE ELECTRICAL,GAS(IF REQUIRED),AND PLUMBING HOOK-UP O O O C3 — AND INSTALL APPLIANCES PROVIDE WATERPROOF SHOWER TYPE BASE WITH TILE FINISH AND _ _ I HOSE TO WASTE OUTLET PROVIDE SMOOTH METAL DUCT DRYER VENT TO EXTERIOR PROVIDE r BRAIDED STAINLESS STEEL SUPPLY LINES WITH AUTOMATIC SHUT-OFF VALVES [L ASSUMED EXISTING FOOTING PER I 19. BUILT-IN CABINETRY:DETAILS T.B.D ORIGINAL HOUSE PLANS; 2 I 20. CUSTOM CLOSET SYSTEM:PROVIDED AND INSTALLED BY OWNER'S CLOSET VENDOR G C TO z D VERIFY IN FIELD:REPAIR,REPLACE COORDINATE AS REQUIRED. W OR PROVIDE NEW AS NEEDED I 0 21. CLOSET SHELVING:MULTIPLE SHELVES WITH HARDWOOD EDGEBAND ma O EXSTG ( ASSUMED EXISTING FOOTING 22. STONE COUNTERTOP:COORDINATE PURCHASE&INSTALLATION WITH OWNER Z UNEXCAVATED I PER ORIGINAL HOUSE PLANS. 23. ATTIC LADDER:25"x54"WOOD PULL-DOWN FOLDING ATTIC LADDER BY FAKRO OR EQUAL Q VERIFY IN FIELD;REPAIR U REPLACE OR PROVIDE NEW _ ASSUMED EXSTG FOUNDATION I AS NEEDED STEM WALL;v.I.F I I GENERAL FLOOR PLAN NOTES � W Y 1 SEE BUILDING SECTIONS,WALL SECTIONS,AND DETAILS FOR BUILDING THERMAL INSULATION AND VAPOR BARRIER REQUIREMENTS O 2 INSULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WITH NEOPRENE U TO PREVENT CONDENSATION AND FOR SOUNDPROOFING 3 ALL DOORS,WINDOWS,AND CASED OPENINGS SHALL HAVE CASINGS-CONFIRM FINAL CASING CC Q O FINISH WITH ELEVATIONS 4 ALL MECHANICAL ELECTRICAL AND PLUMBING SHALL BE PROVIDED PER CODE 5 COORDINATE ALL FLOOR FRAMING MEMBERS AND LAYOUT WITH MANUFACTURERS STANDARD 1 SPECS AND DETAILS ALL LVL BEAMS SHALL BE ANCHORED AND ATTACHED AS PER MANUFACTURER RECOMMENDED METHODS m - e DOUBLE ALL FRAMING MEMBERS UNDER PARALLEL PARTITIONS,TYP. 2 7 PROVIDE SOLID BLOCKING IN FLOOR FRAMING UNDER ALL APPLIANCES,BUILT INS,KITCHEN It '10'8" ISLAND,BATH FIXTURES AND ALL COUNTERTOP LOCATIONS W FOUNDATION CONSTRUCTION PLAN 8 ALL FIXTURES AND FINISHES TO BE VERIFIED BY ARCHITECT AND OWNER W 1/4' 1•-0- 9 ALL MECHANICAL ELECTRICAL,AND PLUMBING SHALL BE DONE ON A FULL DES GN BUILD BASIS AND PROVIDED PER CODE AND AS INDICATED ON DRAWINGS. 10 SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS INCLUDING WIND RESISTANCE REQUIREMENTS HURRICANE CLIPS,TIES,STRAPS,HOLD DOWNS,ETC 11 INSTALL APPLIANCES AND PLUMBING FIXTURES AS INDICATED ON PLANS INCLUDING (� ASSOCIATED PLUMBING AND ELECTRICAL REQUIREMENTS SEE ALLOWANCES FOR FURNISHING ITEMS 1 12 PROVIDE CUSTOM CABINETRY AND MILLWORK AS INDICATED IN PLAN SEE ALLOWANCES FOR A-3 3 FURNISHING ITEMS 13 PROVIDE STONE COUNTERTOP WHERE COUNTERTOPS ARE INDICATED SEE ALLOWANCES D I- I r— — I SEAL: FRAMED WALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF WALL 1 13 SHEATHING TO FACE OF WALL SHEATHING,UNLESS NOTED OTHERWISE. �ftED �\gA a•�t�'y�� 11.12 11:12 NEW 2x10 RAFTERS NEW 2x10 RAFTERS AT 16,O.C. AT 18'O C. I I N9 180 I W I I ��OF NE`�'��O O 00 I m x� A ! I 2a a �> z A ISSUED FOR: I OVERBUILD ROOF m PERMIT II W o ISSUED DATE: ! I cc ROOF CONSTRUCTION PLAN NOTES # A I (1)11'/e LVL RIDGE BOARD -c 2 A SHINGLE ROOF:GAF TIMBERLINE HDZ ARCHITECTURAL FIBERGLASS REINFORCED ASPHALT 12.12.2024 A-3 3 SHINGLES NEW SHINGLES TO BE PROVIDED WITH STAIN GUARD PROTECTION OVER GAF SHINGLE-MATE FIBERGLASS REINFORCED ROOFING UNDERLAYMENT OVER Ve EXPOSURE 1 REVISION DATE: REVISION NO.: PLYWOOD SHEATHING I I I I I I I I I I B. MEMBRANE ROOFING:90 MIL EPDM FULL-ADHERED ROOF MEMBRANE OVER 1/2 COVER BOARD I I I i I ON 5/8 ROOF SHEATHING ON RIPPED 2X FRAMING ON 3 4 SHEATHING SEE DETAILS AND STRUCTURAL DRAWINGS cn C. METAL TRANSITION FLASHING:PROVIDE CONTINUOUS COPPER TRANSITION FLASHING WHERE I-I A W A I-I A I-I I I ———————————— I E WALL MEETS ROOF PROVIDE 8 LAP FLASHING LAP D. GUTTER:5 K-TYPE WHITE ALUMINUM GUTTERS SEE DETAILS IIIi V 'III IIII 7 T r—————————— E. DOWNSPOUT:PAINTED WHITE ALUMINUM DOWNSPOUTS WHERE SHOWN FINAL LOCATION TO FOUNDATION A :12 �9:12 � o o :12 �9.1Y (112 �9.1Y 1 i I I I BE DETERMINED IN FIELD TIE INTO EXISTING STORM DETENTION SYSTEM I !� I I N Y I, I I I I I F. RAILING POSTS:SEE PLANS ELEVATIONS,AND DETAILS FOR POST WATERPROOFING DETAIL ROOF Q AND POST WRAP AND RAIL DES GN I 2x8 A 2x8 2x8 A 2x8 2x8 A 2x8 I 11 1: e'O.C. e"O.C. 6"o C e"O.C. e"O.c e"O.C. I I A I I D CONSTRUCTION ! I I I I I 1 1 FLASHING AND ROOFING GENERAL NOTES PLANS I 11 12 11.12 IL-=-�I L== i IL=_-�I I I I I NEW 2x10 NEW 2x10 I 1 ROOF FLASHING PRODUCTS SHALL BE FULLY COMPATIBLE WITH ASPHALT ROOFING SYSTEMS AND I �? I AT 18 O.C.. AT 18"O.C. E GUTTERS L_N__ s °_ ----______- ___ _____-_-_--L_-_1_ _--__--_--__ I 2 FLASHING INCLUDES BUT IS NOT LIMITED TO CAP FLASHING,STEP FLASHING,THROUGH-WALL FLASHING —__———J 0 HIP FLASHING EDGE FLASHING RIDGE FLASHING,VALLEY FLASHING E I I I 3 FLASHING SHALL BE INSTALLED AS REQUIRED PER SMACNA RECOMMENDATIONS TO ACHIEVE A COMPLETE WATER TIGHT STRUCTURE IN ALL RESPECTS 4 ALL FLASHING TO BE 16 OZ RED COPPER UNLESS OTHERWISE NOTED 5 PROVIDE GRACE ICE AND WATER SHIELD UNDERLAYMENT UNDERLAYMENT AT ALL EAVES RIDGES E D SLOPE Ye PER FOOT tLOPEYO PERFOOT VALLEYS,INTERSECTIONS AND CHANGES IN ROOF PLANE PROVIDE HORIZONTAL OVERLAPS AND ENDLAPS STAGGERED BETWEEN LAYERS LAY PARALLEL TO RIDGE LINE WITH 21/2'HORIZONTAL LAPS AND 6' VERTICALLAPS EXTENDMIN 24 PAST INTERIOR SIDE OF EXTERIOR WALLS DO NOT COVER ENTIRE ROOFROOF CONSTRUCTION PLAN WITH ICE AND WATER SHIELD UNLESS ROOF SLOPE IS LESS THAN 4 12 IN WHICH CASE PROVIDE UNDER �F B F D ENTIRE AREA LESS THAN 4 12 A2M2 6 ALL PLUMBING VENTS SHALL BE COPPER 09OF13 EXTERIOR ELEVATION MATERIALS LEGEND Q Evan Sakofsky 1. SHINGLE ROOFING:ASPHALT SHINGLES,COLOR WEATHERED WOOD A R C H I T E C T 2. SIDING:PAINTED HARDIEPLANK SELECT CEDARMILL LAP SIDING,COLOR—LIGHT MIST 3. CROWN&TRIM:NEW CPVC TRIM,SEE DETAILS;COLOR=WHITE. 4. NEW WINDOWS&DOORS:SEE PLANS&SCHEDULE.COLOR=WHITE. S. WINDOW TRIM:NEW%X 3 Y2'CPVC CASINGS AT ALL WINDOWS.COLOR=WHITE MAXIMUM BUILDING HEIGHT s 6. PAINTED WINDOW CROWN:SEE DETAILS.COLOR=WHITE 11 Berkley Lane n 7 SHUTTERS:TIMBERLANE'ENDURIAN PVC WL1(1 3/4"FIXED LOUVER)SHUTTERS PROVIDE FAUX Rye Brook•New York TILT ROD AND MOUSE HOLE PROVIDE NEW YORK STYLE"L"HINGES AND"S"TIEBACKS FINAL y SHUTTER SPECIFICATION,HARDWARE,AND DESIGN TO BE APPROVED BY OWNER AND 10573 I I I ARCHITECT PRIOR TO ORDERING COLOR=BLACK —— —— S. CORNERBOARD:ONE-PIECE%x 4 PVC OR COMPOSITE CORNER COLOR WHITE. 516.314.1385 3 r 1 9. GARAGE DOOR:NEW PAINTED GARAGE DOOR.COLOR WHITE 10. COLUMN:PAINTED COLUMN WRAP COLOR=WHITE 3 4.1 11. POST WRAPS:PVC POST SLEEVE WITH FLAT POST CAP AND POST SLEEVE SKIRT COLOR WHITE. 12. RAIL&INFILL:PVC BALUSTERS COLOR WHITE. OL PROPOSED BUILDING HEIGHT I 13. NEW CONCRETE STEP. 2 1,I 2 8 I I 3 2 l 1 NEW ATTIC SUBFLOOR 1 c s cL4 1 8 I I 12 N „ O 8 W EXISTING SECOND FLOOR 3 4 2 8 8 5 W ® ® W Li 7 W o z EXISTING FIRST FLOOR --JLfl 4 118.4 EXISTING GARAGE DOORX4 Xg 1 0 (A ui Y AVERAGE GRADE I I r CC Q 0 FRONT ELEVATION cc W uj SEAL: FtED C i 9�F 180 �O Oir i i NEW ATTIC SUBFLOOR 3 ISSUED FOR: 8 FMI I PERMIT I ISSUED DATE: 2 7 12.12.2024 11 EXISTING SECOND FLOOR REVISION DATE: REVISION NO.: 4 3 2 2 8 ,o EXTERIOR ELEVATIONS EXISTING FIRST FLOOR _ 116 4' EXISTING GARAGE DOOR I I I I I RIGHT SIDE ELE ONVATI �-————J 2 . ■ 10 OF 13 EXTERIOR ELEVATION MATERIALS LEGEND Q Evan Sakofsky 1. SHINGLE ROOFING:ASPHALT SHINGLES;COLOR WEATHERED WOOD A R C H I T E C T 2. SIDING:PAINTED HARDIEPLANK SELECT CEDARMILL LAP SIDING,COLOR=LIGHT MIST 3. CROWN&TRIM:NEW CPVC TRIM SEE DETAILS;COLOR=WHITE. 4. NEW WINDOWS&DOORS:SEE PLANS&SCHEDULE.COLOR=WHITE. S. WINDOW TRIM:NEW%X 3 Y2 CPVC CASINGS AT ALL WINDOWS.COLOR=WHITE. 6. PAINTED WINDOW CROWN:SEE DETAILS.COLOR=WHITE 11 Berkley Lane 7 SHUTTERS:TIMBERLANE'ENDURIAN PVC WL1(1 3/4"FIXED LOUVER)SHUTTERS.PROVIDE FAUX Rye Brook-New York TILT ROD AND MOUSE HOLE PROVIDE NEW YORK STYLE"L"HINGES AND"S"TIEBACKS FINAL y SHUTTER SPECIFICATION,HARDWARE AND DESIGN TO BE APPROVED BY OWNER AND 10573 ARCHITECT PRIOR TO ORDERING.COLOR=BLACK 8. CORNERBOARD:ONE-PIECE%x 4 PVC OR COMPOSITE CORNER COLOR WHITE 516.314.1385 7 9. GARAGE DOOR:NEW PAINTED GARAGE DOOR.COLOR WH'TE AAA 10. COLUMN:PAINTED COLUMN WRAP.COLOR=WHITE 11. POST WRAPS:PVC POST SLEEVE WITH FLAT POST CAP AND POST SLEEVE SKIRT COLOR WHITE 12. RAIL a INFILL:PVC BALUSTERS,COLOR WHITE. 3 13. NEW CONCRETE STEP. 1 3 _ NEW ATTIC SUBFLOOR,.6 m- Ell LLL 8 7 O 4 EXISTING SECOND FLOOR 5 2 11 LLJ 8 W O z 4 CAILLJ V EXISTING GARAGE DOOR IXISTING FIRST FLOOR 13 EXST G PATIO Lu W O U CC Q O cc a� W o0 REAR ELEVATION a: 4r cc W W SEAL: 3 3 D�C 8 s 9� ISO O 1 NEW ATTIC SUBFLOOR 1 ISSUED FOR: e PERMIT 2 ISSUED DATE: 12 12.12.2024 8 11 REVISION DATE: REVISION NO.: _ EXISTING SECOND FLOOD 5 4 3 10 EXTERIOR ELEVATIONS _ IXISTING FIRST FLOOR,, 1184 I I I I (�)��TSIDE ELEVATION ■ 11 OF 13 B O RIDGE 6MxxxxxAxxxx__C�I I I I'��I�x� B°FUDGE Evan Sa kofsky INSULATED RAFTERS, POST A R C H I T E C T SEE INSULATION& / INSULATED RAFTERS; ENERGY NOTES,SHEET T-1 ONE PIECE COPPER � SEE INSULATION& POST BASE FLASHING B.O.OOLL9RTIES 2x8 COLLAR TIES ENERGY NOTES.SHEET T-1 2xe OL R TI S // AT 32"O.C. � AT "O. � / '� 11 Berkley Lane / m ` \ ONE PIECE EPDM MEMBRANE Rye Brook•New York co / UNFINISHED ATTIC co UNFINISHED ATTIC UNFINISHED ATTIC SQUARE,CEMENTED TO LOWER 10573 2xe SILL PLATE co STORAGE SUBFLOOR ao STORAGE STORAGE I I EPDM ROOF AND POST BASE FOR CONTINUOUS PROTECTION 516.314.1385 NEW FLOOR FRAMING; 2x8 SILL PLATE • SUBFLOOR SEE PLANS 1 SUBFLOOR 1 .SUBFLOOR NEW ATTIC SUBFLOOR , TOP PLATE t i LVL BEAM; LVL BEAM; FIN CLG SEE PLAN FIN CLG 3 SEE PLAN FIN CLG A o i A-4, A41 SIM v EXST'G MODIFIED s BEDROOM MASTER q NEW q NEW WALK-IN NEW INSULATE NEW EXTERIOR WALLS. A a HALL BEDROOM m LAUNDRY RM co CLOSET GYM/LOUNGE SEE INSULATION&ENERGY INSULATE NEW EXTERIOR WALLS, SEE INSULATION&ENERGY EXSTG FLOOR NEW FLOOR FRAMING; NOTES.SHEET T-1 RAILING POST BASE FLASHING DETAIL NOTES,SHEET T-1 FRAMING;V.I.F. SEE PLANS "' I FIN.FL FIN FL FIN FL EXISTING SECOND FLOOR SECOND FLOOR � _^„ � — _ � m EXST'G FLOOR FRAMING;V.I.F. TT FIN.CLG FIN CLG NEW TYPE-X GYP.BD. CPVC POST CAP EXST'G INSULATE GARAGE CEILING, I FOYER BEAM;LVL SEE INSULATION&ENERGY CPVC CROWN 7j" SEE PLAN --}' I +� Z NEW GUEST NOTES.SHEET T-1 ,IL 634 FAMILY ROOM NEW P.R. EXST'G CPVC TOP RAIL,IL 081 FAMILY ROOM qo qo BATH GARAGE WITH CPVC SUBRAIL I n CPVC NOSE&COVE,IL 743 W I `v FIN FL FIN FL FIN,FL FIN FL WOOD POST WITHIN POST WRAP, :IRST FLOOR I I _ _ EXISTING FIRST FLOOR 116 4' SEE FLASHING DETAIL I I CPVC SQUARE BALUSTERS z EXST G FOUNDATION&SLAB ON GRADE. EXSTG FOUNDATION&SLAB ON GRADE; CPVC PRE-MANUFACTURERED ' I VERIFY CONFIGURATION IN FIELD VERIFY CONFIGURATION IN FIELD POST WRAP SEE ELEVATIONS W � �' � •i i'�" W O BUILDING SECTION BUILDING SECTION 4 Z I �1 2 FULLY ADHERED 90 MIL EPDM a I I chMEMBRANE ROOF SYSTEM Y2 COVER BOARD CPVC UPSIDE-DOWN NOSE& I I %"SHEATHING COVE,IL 748 I #A W \ ---ROOFING UNDERLAYMENT PER I I 2x FRAMING OR FOAM BOARD. ROOFING MANUFACTURENDERLAYMENTR PER \ SHINGLE MANUFACTURER PERIMETER EDGE LAP SEAM RIPPED TO CREATE SLOPE SHINGLE MANUFACTURER � \ \ ASPHALT SHINGLES OVER DRIP EDGE W O ASPHALT SHINGLES a I Ii 7 SLOPE Ye PER FOOT,MIN. DRIP EDGE OVER BASE EPDM I I SEE ROOF PLAN O LAYER AND UNDER LAP SEAM mc < PROVIDE SOLID BLOCKING PROVIDE SOLID BLOCKING \ BETWEEN EACH RAFTER \\ BETWEEN EACH RAFTER PAINTED CPVC CROWN; K-TYPE GUTTER x %'PLYWOOD \ W PAINTED%CPVC TRIM CPVC IL 032 WITH IL 031 a: 00 \ PROVIDE UPLIFT CLIP AT EACH RAFTER \ PROVIDE UPLIFT CLIP AT EACH RAFTER PAINTED CPVC BED MOULD PAINTED CPVC 5/TRIM UPLIFT CLIP AT EACH JOIST \ \ AZM-75 W \ PAINTED CPVC SOFFIT W \\ 2xe PLATE ON ATTIC SUBFLOOR 2x6 PLATE ON ATTIC SUBFLOOR • FLASHING OVER PAINTED CPVC BED 5• \ TOP OF RETURN MOLDING;AZEK AZW75 •o• •o• PAINTED%'CPVC TRIM PAINTED CPVC CROWN. \ FLASHING AZM-49 SIMPSON COLUMN CAP CCQ •• 1 x PAINTED V-GROOVE M \ FLASHING CONNECTOR AT CORNER POSTS, PAINTED%CPVC TRIM SEE PLAN FOR LOCATIONS • K-TYPE GUTTER WHERE K-TYPE GUTTER WHERE I J I PAINTED CPVC BED \ INDICATED; INDICATED 3" 3" PAINTED CPVC BED MOULD PROVIDE SIMPSON BCe AT MOLDING.AZEK AZM-75 SEE ROOF PLAN SEE ROOF PLAN AZM-75 NON-CORNER LOCATIONS I +8,I PAINTED%CPVC TRIM, PAINTED AZEK SCOTIA,AZM-93 BATCH bOL. PACK OUT W TO NECK WIDTH SEAL: m ACCEPT SIDING FLED D e CPVC TRIM PAINTED%CPVC TRIM POST WITHIN COLUMN. PAINT /4 I I �R E 4 SEE PLANS CEILING JOISTS, ' PAINTED PINE OR CPVC SOFFIT CEILING JOISTS; PAINTED PINE OR CPVC SOFFIT < SEE PLANS SEE PLANS OFFSET POST WITHIN COLUMN PAINTED CPVC BED MOLDING PAINTED CPVC BED MOLDING; WRAP AS NEEDED TO PROPERLY I I STONE PORCH ON 1-2 AZEK AZM-75 101 AZEK AZK75 EMBED WITHIN FOUNDATION I I CONCRETE SLAB 9� 1 gp I SEE PLANS ��F N E`N`lO PAINTED%CPVC TRIM,PACK PAINTED 4Y CPVC TRIM;PACK I I OUT 3/a TO ACCEPT SIDING OUT W TO ACCEPT SIDING DORMER DETAIL OLFIRST FLOOR C EXTERIOR WALL CONSTRUCTION; EXTERIOR WALL CONSTRUCTION. `� 3/4'--Cr SEE PLANS&ELEVATIONS SEE PLANS&ELEVATIONS ISSUED FOR:, o � z PERMIT PROVIDE BLOCKING <I BETWEEN OUTRIGGERS 1 m ISSUED DATE: MAIN EAVE DETAIL SIDE EAVE DETAIL PROVIDE SIMPSON STRONG TIE GALVANIZED a I I 12.12.2024 •, H1 UPLFT CLIPS AT EACH JOIST RAFTERS;SEE a I a I a a REVISION DATE: REVISION NO.: — — 2x CONTINUOUS OUTLOOKERS ROOF PLAN ° _ AT 24 O.C.MAX, RAKE CROWN. -- — m SEE DETAILS I °° I SINK POSTS 24 INTO CONCRETE ROOF FRAMING BEYOND OR FULLY GROUTED CMU CELLS PAINTED CPVC CROWN; \ OUTLOOKERS.BEYOND AZM-47 d d I° BUILDING \ I \ 'm, \ CONTINUOUS RAKE BOARD DOWN If I I I I J. 24"LONG#4 BAR SET INTO FOOTING @ SECTIONS& \ TO GUTTER(SHADED AREA) PAINTED',4 CPVC TRIM jo j�� 24"O.0 OVERLAP W/VERT REINF. \ \ +2 ROOF DETAILS SHINGLES PAINTED PINE OR CPVC SOFFIT ° " FLASHED CAP = PAINTED CPVC BED MOLDING ° FLASHED FASCIA AZEK AZM-75 , d PAINTED°Y4 CPVC TRIM,PACK ° RETURN GUTTER TO WALL II CONTINUOUS GUTTER OUT 3Y4 TO ACCEPT SIDING 8" o EXTERIOR WALL CONSTRUCTION #4 REINF BARS AT 48 O C � ' 11-0 SEE PLANS&ELEVATIONS a 3" II DOWNSPOUT WHERE (3)#4 REINF BARS CONTSCHED a �� c LED ° e ° �314 34 � TYP EA RETURN AND GUTTER DETAIL TYP.RAKE DETAIL PORTICO ROOF,COLUMN,&FOUNDATION DETAIL 12 OF 13 CEILING&ELECTRICAL PLAN SYMBOLS Evan Sakofsk SHADED AREA INDICATES NEW DROPPED'FURRED CEILING,BEAM,OR SOFFIT REFER TO PLAN FOR FINISHED CEILING HEIGHTS ARCHITECT EXHAUST FAN:PANASONIC 110 CFM WHISPER CEILING FAN;COLOR-WHITE PROVIDE WITH RIGID METAL DUCT EXHAUST 11 Berkley Lane i I I S/c AUDIBLE/VISIBLE HARDWIRED SMOKE&CO DETECTOR Rye Brook•New York i I I 10573 O RECESSED DOWNLIGHT,NUMBER INDICATES FIXTURE TYPE �` 516.314•1385 / / --------- / / U # WALL MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE -------------- ------------ IXSTG MECH.RM CEILING MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE ----- ------ ------ I - I �# -- 4b•REF/FRz 7t7- - - --- - / I CONCEALED UNDERCABINET LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE 13 - 7 -- �- 1 �— #p� _ _ WALL MOUNTED CLOSET LIGHT FIXTURE NUMBER INDICATES FIXTURE TYPE I I NEW KITCHEN �02 I r J( r FAMILY ROOM I - 1 I WO00 IIII \ I I_----_I r' IIII I , I x / I I pW I r I LLIL�^J Z__, -\��'� �I� i \\ w EXTERIOR FLOOD LIGHT I ; I L_J L J- I T--I- c-I�.--I-I '/�2 rt I I IXSTG i <2. 1 GARAGE GARAGE MOTOR I \ I I I I I I I L NEW P.R. GUEST I I M I I I BATH/ a I / I L----- J I I PROVIDE GF RECEPTACLE WHERE INDICATED a I I tG GROUNDED DUPLEX WALL MOUNTED RECEPTACLE O W }' I I u GROUNDED DUPLEX WALL MOUNTED RECEPTACLE WITH DUAL USB RECEPTACLES IEIIIII I LUTRON CAR-I5-UBTR OR APPROVED EQUAL \ S/C tcL \ \ -\\ / 7� a. s I I 0 DUPLEX FLOOR RECEPTACLE,CARLON 976-RFB FLOOR BOX WITH BRASS COVERPLATE z — \ \ / I D w I�II �q2 �I I \\,�52• MODIFIED�2� �/ I \ LL '2 1 L L \/ LIVING ROOM ------- PROVIDE NEW SWITCH IN EXISTING LOCAT ON WHERE INDICATED W O I LL 7-I L I i I I\A� ESTG - I \ / - i \ � SWITCH:ALL SWITCHES TO BE LUTRON DIVA DIMMERS,SWITCH TYPE TO BE ' - / I I ` \ FOYER /j L_- I / I I - t COMPATIBLE WITH LIGHT FIXTURE REQUIREMENTS W U I 11r I J �-fJ-- I o I I I tiV/ L___ II NEW GUEST/I II II PROVIDES-WAY OR 4-WAY SWITCH WHERE;ND,CATED _ u i�._I— r I L y==1_ ��� ��-- �I BED I IL—II N DIN IL_ / 1 1 2.I I "Q2' I I\ I JAMB SWITCH u ===--I—J Oo I 1 -- �— ,. I L__—I—__I--"14- I I I W V O 3 L--___-__-J I\I I L-- _ RECESSED UNDER CABINET PLUG MOLDING.LEGRAND 2000 SERIES GFCI JUNCTION BOX SHALL BE CONCEALED WITHIN CABINET OR WALL O --- -------- --- -- POWERED RECESSED WALL BOX FOR MOUNTED TV WITH SURGE PROTECTED DUPLEX I I N OUTLET AND PASSTHROUGH FOR WIRES IF NEEDED W �®———————————®J m N NOTES cc Lu FIRST FLOOR ELECTRICAL&LIGHTING PLAN GENERAL ELECTRICAL&LIGHTING PLAN 1 LU 1 IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO PROVIDE A LIGHTING SYSTEM � �. WHICH IS COMPLETE AND OPERATIONAL INCLUDING ALL MATERIALS AND EQUIPMENT ` NECESSARY TO ACCOMPLISH THIS INTENT.SUBSTITUTIONS TO SPECIFIED LIGHTING AND T CONTROL EQUIPMENT SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL BY THE OWNER. M 2 APPLICABLE REQUIREMENTS OF THE CURRENT NATIONAL ELECTRICAL CODE(NEC)AND STATE AND LOCAL CODES SHALL GOVERN AND DETERMINE THE MINIMUM STANDARD OF WORK.IN THE EVENT OF CONFLICT BETWEEN THIS DRAWING AND THE APPLICABLE CODE,THE CODE SHALL PREVAIL AND THE INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE CODE. 3.ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL LIGHTING EQUIPMENT WITH THE GENERAL CONTRACTOR AND ANY APPLICABLE SUB-CONTRACTOR(I E FRAMING ___ --- MECHANICAL.CABINETRY,ETC.)PRIOR TO ROUGH-IN. SEAL: 4.ALL FIXTURE LOCATIONS TO BE VERIFIED AFTER ROUGH-IN INSTALLATION,PRIOR TO DRYWALL INSTALL TO BY ARCHITECT AND/OR OWNER.IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR UNDERSIDE OF EAVE I I ___ THRU THE GENERAL CONTRACTOR TO COORDINATE THIS EFFORT.THE GENERAL CONTRACTOR ,��RED,gRc r AND/OR ELECTRICAL CONTRACTORS SHALL BE HELD RESPONSIBLE FOR MOVING FIXTURES \� R.S� I NEW WALK-IN ; I r r— DURING FINAL LIGHTING INSPECTIONS IF THIS PROCESS DOES NOT TAKE PLACE -J CLOSET I I I I I -- 5 CONTRACTOR SHALL PROVIDE ELECTRICAL OUTLETS AS REQUIRED BY CODE AND _ 2 ADDITIONALLY AS SHOWN ON THIS PLAN OUTLETS SHOWN ON PLAN ARE IN ADDITION TO I2 THOSE REQUIRED BY CODE EXISTING RECEPTACLES(NOT INDICATED)SHALL REMAIN 10 02 e THE GENERAL CONTRACTOR AND THE ELECTRICAL CONTRACTOR ARE RESPONSIBLE FOR N� _02_---02 I I I I( I REVIEWING THE INFORMATION OF ALL OF THESE PLANS IF THERE ARE ERRORS OR OMISSIONS p� ---- I I I -�I I OR QUESTIONS CONCERNING THESE PLANS PLEASE CONTACT THE ARCHITECT FOR 9�F 8D .�0 T2. �2. 1 I I I I I I CLARIFICATION OF HIV$ 7 PROVIDE SMOKE ALARMS AND CO ALARMS THROUGHOUT WHOLE HOUSE AS REQUIRED BY 2020 - - r- RCNYS.SMOKE AND CO ALARMS INSTALLED IN AREAS OF THE HOUSE THAT ARE NOT WITHIN 02 EXST'G\Q2 I I MODIFIED I I NEW � 1 \ ( ILL_ 2 z \ MASTER BATH I I MASTER - I D UL I 1 �-- THE"WORK AREA AND,'OR WHERE WALL OR CEILING FINISHES ARE NOT SCHEDULED TO BE \ / �' REMOVED TO EXPOSE THE STRUCTURE SHALL NOT BE REQUIRED TO BE INTERCONNECTED NOR _ ___v - I BEDROOM __ RM I 1 / I _ \ r \I IHARD g -1---- I I 8 REPLACE ALDL EXISTING EXTERIOR FLOOD LIGHTS WITH NEW SEE#5 SPECIFICATION IN LIGHT ISSUED FOR: I I v 1 - -- \ s/C W i� , I FIXTURE SCHEDULE,BELOW 2 �2 O I I I N I 9 ELECTRICAL OUTLETS SHALL BE PROVIDED IN HABITABLE SPACES PER CODE REQUIREMENTS PERMIT GYM/L UNGE\ 9.a. ANY POINT ALONG A WALL SHALL BE WITHIN 8 OF AN OUTLET o� V Qe9 b COUNTERTOPS SHALL BE PROVIDED WITH RECEPTACLES AT A MAXIMUM SPACING OF 4 ISSUED DATE: EXST'G FIXTURE I _ \ /2 T2. _ 9c RECEPTACLES SHALL BE INSTALLED NOT MORE THAN 2 ON BOTH SIDES OF A SINK AND ON BOTH SIDES OF A COOKING SURFACE 12.12.2024 - �d9.d ISLAND COUNTERTOPS SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE 2. -IXSTG- 9 e BATHROOMS SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE WITHIN 38`OF A S s/C �02 - \�BEDROOM�02 �2:- i NEW HALL i IIII III i LAVATORY REVISION DATE: REVISION NO.: J EX.HALL BATH HALL _______ --- I I III 9.f LAUNDRY AREAS SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE - - _ 9.g HALLWAYS GREATER THAN OR EQUAL TO 10 IN LENGTH SHALL CONTAIN AT LEAST ONE - I RECEPTACLE - 9.h FOYERS LARGER THAN 80 SF SHALL BE PROVIDED WITH RECEPTACLE(S)IN EACH WALL C = I I SPACE 3 OR GREATER IN LENGTH 2 \ �2 L--_j 9.1 RECEPTACLES SHALL BE ADDITIONALLY PROVIDED AS OUTLINED IN THE CODE T 1 10.RECEPTACLES INDICATED ON PLAN SHALL BE IN ADDITION TO AND/OR SPECIFIC REQUIRED LOCATIONS FOR RECEPTACLES AS OUTLINED ABOVE yi ELECTRICAL& LIGHT FIXTURE SCHEDULE EXSTG EXST'G __ I ___ INSTALL TO LIGHTING PLANS BEDROOM#2 BEDROOM#1 UNDERSIDE OF EAVE 1.DECORATIVE FIXTURE.CEILING OR WALL SURFACE MOUNTED FIXTURE PROVIDED BY OWNER --- ( 2 _�62 AND INSTALLED BY G C I I 9 HOME OFFICE 2.LED RECESSED DOWNLIGHT TECH LIGHTING ENTRA CL`ENCL3R 3`ROUND WITH FLANGED INSTALL TO I I FIXED TRIM,15 WATT,945 LUMEN 90+CRI OUTPUT WITH 3000K-1800K WARM DIMMABLE CCT UNDERSIDE OF EAVE I I I PROVIDE LED UTILITY LIGHTING THROUGHOUT NEW ATTIC RANGE PROVIDE COMPATIBLE DIMMING DRIVERS PROVIDE ADJUSTABLE TRIM AT SLOPED CEILINGS --------- 3.LED UNDERCABINET LIGHTING:ALLOY LED VARIEN 5.5 DIM-TO-WARM LED TAPE LIGHT WITH SURFA a SURFACE MOUNT HOUSING,3000K COLOR TEMPERATURE.315-348 LUMENS PER FOOT. PROVIDE ALL CONNECTORS AND MOUNTING ACCESSORIES NECESSARY FOR COMPLETE INSTALLATION.TAPE LIGHTING SHALL BE CUT TO FULLY FIT THE LENGTH OF UNDERCABINET SPACE 4.LED CLOSET LIGHT:FEELUX FLX STIX NDPRO,11 WATT,33 19'LONG 857 5 LUMEN 90+CRI OUTPUT 3000K PROVIDE MOUNTING BRACKETS AND DRIVER AS REQUIRED 2 SECOND FLOOR ELECTRICAL&LIGHTING PLAN 5.EXTERIOR FLOOD LIGHT:WAC LIGHTING`ENDURANCE"DOUBLE SPOT LED WALLPACK. , CONFIRM FINISH W OWNER&ARCHITECT PRIOR TO ORDERING ' 130F13