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HomeMy WebLinkAboutBP25-171 R ■ s • a ■ Nn a ^ \ \ v PG ~ 7 Q. .. a W O O 3 0, O b 0-0O c w _ �/ � Z C f o L O r— W O Sop r c/a � e� ■ 72 W Z W w ao 3 t� • W a coo o c W w v 1-1 ob 00 00 x U W ( a � O W U O v + O ,,� • x ^ W 00 z A F" A C140-4 Cl� : W c!] G1 O W I r' s. Q N w � Q � o o U ■ 00 yy N V' cn CN z r _1 O a N ' " y Fes•! W pv= z ' x . .. o av � V O � G g `" � w AL Z p coil C7' f�,, A z O W7 N Z W W wO � �� , .. 04 aQ HI p4 U ¢ off m °C ; �I pA R, a W x � &4 o a BUILD -� � ' \ MENTDD VII. E OF RYE OK IJ 938 KING PT RYE BR ,NY 10573 U�N J�-----` � 2__---Q25� VILLAGE OF RYE BROOK __BUILDING DEPARTMEN-I FOR OFFICE, USE ONLti: Approval Date: JUN 025 Per # �/ / Application # A Q8c") r V7c? Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: Permit Fees: li - � EXTERIOR BUILDING PERMIT APPLICATION J Application dated: mil— / —49- is hereby made to the Building Inspector of the Village of Rye Brook,NY.for the issuance of Permit for the construction of buildings.structures.additions.alterations or for a change in use.as per detailed statement described below. I. JobAddress: 42 HILLANDALE RD RYE BROOK, NY 2. ParcelID#: 130.77-1-4 Zone: R-25 3. Proposed Improvement(Describe in detail): EXISTING REAR DECK TO BE REMOVED AND REPLACED WITH NEW PROPOSED REAR DECK WITH SUNROOM 4. Property Owner: Minks, Merle Address:42 HILLANDALE RD RYE BROOK, NY 10573 Phone# Cell# 808-895-7634 -snail List All Other Properties Owned in Rye Brook: _ Applicant: Address: Phone# Cell# e-mail Architect: Gabrielle Salman Address: 467 Bedford Road, Pleasantville NY Phone# Cell# (914) 773-1618 e-mail GSalmanAIA@aol.com Engineer: Address: Phone# Cell # e-mail General Contractor: 1 4 4LA 56Ar-A z a n Address: 3S t_oe& 2mf Rcl C_,arwd A)V Ic?!5;12. Phone# Cell # S5 HS 531- 1-7q o e-mail III 6/t/2024 5. Occupancy;(I-Fam.,2-Fam..Commercial.,etc...)Pre-construction: 1 FAMILY Post-construction: 1 FAMILY 6. Area of lot: Square feet: 19,929.0 Acres: 0.457 7. Dimensions from proposed building or structure to lot lines: front yard: N/A rear yard: 128.5' right side yard.. 31.25' left side yard: 34.08' other: 8. If building is located on a corner lot,which street does it front on: N/A 9. Area of proposed building in square feet: Basement:N/A i S'fl: N/A 2nd fl: N/A 3rd fl:N/A 10. Total Square Footage of the proposed new construction: N/A 11. For additions,total square footage added: Basement: N/A I51 fl: N/A 2"d fl: N/A 3rd fl: N/A 12. Total Square Footage of the proposed renovation to the existing structure: 386.5 SQ.FT. 13. N.Y. State Construction Classification: V-B N.Y. State Use Classification: 14. Number of stories: DECK 1 STORY Overall Height: Median Height: 15. Basement to be full,or partial: N/A finished or unfinished: N/A 16. What material is the exterior finish: AZEK IT Roof style;peaked,hip, mansard, shed,etc: SHED ROOF Roofing material: 'ARCHITECTURAL"AND 18. What system of heating: N/A COLOR TO BE SLATE 19. If private sewage disposal is necessary, approval by the Westchester County Health Department must be submitted with this appl ication. 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 IlJyes.applicant must.submit a separate.automatic Fire Suppression.Svstem Permit application& ?.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: 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 surveJ9 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: X Glues, the urea of wetland and the wetland buffer zone must be property•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: X (i(yes. the area and elevations of the flood plane must be properly°depicted on the surve r& site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: X (if yes, applicant mast 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 11: TIER 111: (iJ:yes, a Horne Occupation Permil.4pplication is required) 28. List all zoning variances granted or denied for the subject property: N/A 29. What is the total estimated cost of construction: S ©/ Note: the estimated cost shall include all site improvements, labor, material.sc wdink,lt. a equipment.prole tonal fees, including anv material and labor which mcry he donated gratis. If the final cost exceeds the e.s0miitecicost, an additional ' ill be required prior to issuance of the CIO. 30. Estimated date ofcompletion: -7 c> 7, (2) 6/I/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET Rl 'E BROOK. NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 42 HILLANDALE RD !section: 130.77 Block: 1 Lot: 4 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% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5%a R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-21F 5,000 30% 1 5% 3.5% Existing: Proposed: 1. AREA OF LOT 19,929.0 Sq. Ft. 19,929.0 Sq, Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) NSA Sq. Ft. NSA Sq. Ft. b. Area of 111 Floor Divided By Area of Lot x 100 N/A % N/A % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) N/A Sq, Ft. NSA Sq. Ft.. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 N/A % N/A % 4. AREA OF DECK 123.0 Sq. Ft. 386.5 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 0,617 % 1.93 % attest to the best of n kiioA%ledge and betiet; the above infon-nation is correct. Arc>>tect s Signature �3) 6 1i2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL, DISTRICTS Address: 42 HILLANDALE RD Section: 130.77 Block: 1 Lot: 4 Zone: R-25 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. PERMI I I1 U COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(°/©) Area (sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2.200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 1 23 R-10 45 401,001 & larger 1 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the "Lot Area"column VA Area of lot: 19,929.00 s .ft. Existing Allowe Proposed Total impervious coverage = 2 434 S .ft. 5 0 S . ft. 2,697.5 S q.ft. Front impervious coverage = NIA % NIA % N/A I attest to best o knowledge and belief,the above information is correct. Architect's Signature (4) 6;i n024 BUILDING DEPARTMENT VILLAGE' m RYE BROOK 938 KiN(j S I Ri+1 R)'i: BR()OK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 42 HILLANDALE RD Section: 130.77 Block: 1 Lot: 4 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area — 21,780) x 0.11478421 ]: a. Allowed = N/A Sq. Feet b. Existing = N/A Sq. Feet c. Proposed = N/A 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 RFOM RED FRONT: FRONT: FRONT: .44 E35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R-25 SIDE. NSA SIDE. NIA SIDE: 1.30 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 /7-15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 JT fSA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R--12 SIDE. SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-10 SIDE. SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 JTLS SIDE. SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 &7-2F SIDE: SIDE: SIDE: 4.00 1 attest t bess y knowledge and belief, the above information is correct. Arc ect's Si nature 0) 6'1!2024 ILLUSTRATION OF HEIGHT / SETBACK RATIO Setback Line for I / Maximum Height I / REAR I � 11 / Minimum Setback Line a I I I I ati Uj W r / I p' mna` F OUSE N' POTENTIAL g BUILDING ENVELOPE E a ¢ I� I .A�/ FRONT Area in which Average Grade is Measkred STREET Average Grade Along Property Line at Property Line ELEVATION PLAN Table R301.2.0) 2020_IRC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN RYE BROOK GROUND- WIND SPEED TOPOGRAPHIC SPECIAL WIND- SEISMIC DESIGN SNOW LOAD (mph) WIND EFFECTS WIT BOURNE CATAGDRY WEATHERING REGION DEBRIS ZONE 20 psf 115/120 NO NO NO 0 SEVERE FROST LINE TERMITE WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL DEPTH PROTECTION TEMP. UNDERLAYMENT HAZARDS INDEX TEMP REQUIRED REQUIREU 42" YES 15 YES FIRM MAP 1000 522 36119COMF 9/29/07 1�a1 6i 1.2024 BUILD MENT D �i VI E OF RY OK 938 KING ET R,V BR NY 10573 N T 2025 70 VILLAGE OF RYE BROOK ww lcn oV BUILDINIr, r)FrIARTMENT xx�xxxxx��nxx�Fxxxxxxxxrtx,��*�xxxxxxxxx,�x�xKx;:RxxRx;xxx�t;xxr;,������*�xxx����;��x�,��xx;,�;;�rn,,:K,�xKxxxxxx .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 Y ORE, COUNTY OF WESTCHESTER ) as: ,residing at, r�Z I l,6111 manic l 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, ZAA " , Rye Brook, NY. f Jnb,\ddre."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. ISignauur ul I'i��h�rh (h�ncr{.I1 1 -IL �� s II'rim Nv Mir of i'Iopert� ()m1o(l)) Sworn to before me this day of 20 a'� wun I'ud�li�i SHARI MEULLO Notary public,state of New York No.olME6160063 Qualified in westchester County'� (6) Commission Expires January 29,20 i� 6/I l2024 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 QZEWYOR COUNTY OF WESTCHESTER ) as: 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 for the legal owner and is duly authorized to make and file this application. tindicate architect.contractor.agent.attorney.etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention & Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this ` Sworn to before me this day of LNN , 20`v�-\J day of �' , 20 �ky ,&l Signature of Property O%N ner Signature of Applicant Print Name of Property Owner Print Name of'Applicant SHARI MEULL0 Notary Public,state of New York , f No.OIME6160063 `3 Qualified In Westchester county Notary Public Commlcslon Expires January 29,20 Notary Public (xl &1/2024 GENERAL REQUIREMENTS MASONRY 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NEW YORK STATE UN FORM F RE PROTECTION AND BUILDING THE DESIGN,MATERIAL&METHOD OF PREPARING CONCRETE SHALL COMPLY WITH THE LOCAL,STATE&NATIONAL BUILDING CODE REQUIREMENTS.THE ULTIMATE DESIGN STRENGTH AT 28 DAYS FOR ALL CONCRETE TO BE 3000 PSI.CONCRETE SHALL BE SUPPLIED CODE AND ALL CODES AND AUTHORITIES HAVING JURISDICTION WORK SHALL BE DONE TO THE HIGHEST INDUSTRY ON THE BASIS OF PRE-QUALIFIED MIX FOR STRENGTH SPECIFIED CONTROLLED INSPECTION WANED IN ACCORDANCE WITH TABLE STANDARDS. 10.1&10.2. EXISTING REAR DECK TO BE REMOVED AND 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING FRAM NG,D MENSIONS AND CONDITIONS BEFORE HIS WORK BEGINS ANY A) THE MAXIMUM NUMBER OF BAGS OF CEMENT FOR EACH CUBIC YARD OF CONCRETE(All AGGREGATES)SHALL BE DISCREPANCIES IN DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING BEFORE WORK IS TO AS FOLLOWS: PROCEED.THE CONTRACTOR WILL BE HELD TO HAVE EXAMINED THE S TE Of THE JOB,THE DRAWINGS AND THE GENERAL 1.3000 PSI+5 BAGS PER CUBIC YARD. NOTES BEFORE SIGNING THE AGREEMENT WITH THE OWNER AND BE SATISFIED AS TO THE CONDITIONS HE WILL BE OBLIGED II.SLUMP SHALL NOT EXCEED THE FOLLOWING; REPLACED EXISTING REAR DECK WITH NEW REAR TO OPERATE IN PERFORMING All WORK UNDER THIS CONTRACT 4'+/-FOR GRAVEL OR STONE AGGREGATE CONCRETE 3. UNLESS OTHERWISE NOTED,ALL MATERIALS AND EQUIPMENT SPEOFIED IN THESE DRAWINGS SHALL BE NEW AND FREE FROM 3'+/-FOR LIGHT WEIGHT AGGREGATE CONCRETE DEFECTS.PROVIDE SAMPLES OF All FINISHED TRIM AND CUTS OF ALL EQUIPMENT FOR OWNER'S APPROVAL.WHERE B) THREE(3)TEST CYLINDERS SHALL BE MOLDED FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF OF EACH CLASS OF APPLICABLE,SUPPLY OWNER WITH MANUFACTURER'S WARRANTIES. CONCRETE PLACED IN ANY ONE(1)DAY.SAMPLES SHALL BE TAKEN DIRECTLY FROM THE MIXER AS PER C172.54,CURED AS DECK WITH SUNROOM 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS EITHER WITHIN THE PREMISES,IN DESIGNATED PER ASTEM C31.66&TESTED AS PER ASTEM C29.66.TEST SHALL BE PERFORMED BY LICENSED TESTING LABORATORY.REPORTS ON-SITE LOCATIONS OR OFF SITE. TO BE FILED WITH THE LOCAL BUILDING DEPARTMENT.TEST CYLINDERS SHALL BE STORED IN AN INSULATED CURING BOX, LOCATED TO MINIMIZE HAZARD OF DISTURBANCE DURING CURING,FREE FROM VIBRATION,REMOTE FROM TRAFFIC,HEATED 5. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS REQUIRED BYTHE BUILDING OFFICIAL. TO MAINTAIN PROPER CURING CONDITIONS.BOX SHALL BE PROVIDED BEFORE FIRST LOAD OF CONCRETE IS DELIVERED. 42 ILL ERDp CYLINDERS SHALL REMAIN IN CURING BOX AT LEAST 24 HRS&BE READY FOR DELIVERY TO TESTING LABORATORY. G A B R I E L-L E S A L-M A N ARCHITECT 6 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS,TESTS AND CERTIFICATES REQUIRED BY THE LOCAL BUILDING Q CONCRETE FOOTINGS TO BE PLACED ON UND STUBBED SOIL OR ROCK HAVING A MINIMUM BEARING CAPACITY OF 2 TONS 467 Bedford Road,Suite 169 DEPARTMENT. PER SQUARE FOOT AT A MINIMUM OF 3'6'BELOW GRADE. Pleasantville,NY 10570 7. THE OWNER WILL CONTINUE TO USE THE PREMISES DURING THE PERIOD OF THE CONTRACTORS OPERATIONS.MAINTAIN RYE BR 1• CONSTRUCT FOUNDATION WALLS AND PIERS OF HOLLOW BEARING CONCRETE MASONRY UNITS(CMU)ASTM C•90,WIDTH OOK, NY 10573 Phone Number:(914)773-1818 SAFE ACCESS TO ALL AREAS AT All TIMES TO PROTECT PEOPLE AND PROPERTY IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REGULATIONS AND OTHER INFORMATION AS SHOWN ON DRAWINGS.MORTAR SHALL BE TYPE M,ASTM C•270.BLOCK SHALL BE WD IN Fax Number:(914)773-1514 RUNNING BOND WITH BOTTOM COURSE FILLED SOLID.PROVIDE DUR•O-WAL LATERAL JOINT REINFORCEMENT(STANDARD TRUSS E-mail:GSalmanALA@aol.00m 8 THE CONTRACTOR SHAH SUPPLY THE OWNER WITH'HE CERTIFICATES OF INSURANCE FOR WORKMAN'S COMPENSATION, TYPE)AT EACH SECOND COURSE UNLESS SHOWN OTHERWISE ON DRAWINGS. LIABILITY,INSURANCE FOR BODILY INJURY,PROPERTY DAMAGE,AUTOMOBILE LIABILITY AND ANY OTHER INSURANCE REQUIRED 2. BACK FILL BOTH SIDES OF FOUNDATION WALLS S MULTANEOUSLY,BASEMENT WAILS SHALL NOT BE BACK FILLED UNTIL FLOOR MSGABRIELLE BALMAN ARCHITECT BY STATE AND THE LOCAL MUNICIPALITY PRIOR•O START OF WORK. SYSTEM IS INSTALLED AND All ANCHOR BOLTS HAVE BEEN TORQUED. TI IS A VIOLATION OF THE LAW FOR ANY PERSON.UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL,TO ALTER AN ITEM IN ANY WAY IF AN ITEM BEARING THE SEAL OF A 9 NO RESPONSIBILITY HAS BEEN ASSUMED BY THE ARCHITECT FOR INFORMATION SUPPLIED BY OTHERS AND BELIEVED BY THE 3 EXPOSED EXTERIOR FACES OF FOUNDATION WAILS SHALL BE FINISHED WITH 3/8'CEMENT PIASTER PARGING FLOAT FIN SH LICENSED PROFESSIONAL IS ALTERED,THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO . ARCHITECT TO BE RELIABLE,OR LATENT DEFECTS IN THE EX STING STRUCTURE WHICH WERE CONCEALED OR IMPOSSIBLE TO ( ) THEIR ITEM THEIR SEAL AND THE NOTATION'ALTERED Sr FOLLOWED BY THEIR SIGNATURE AND THE DETECT WITHOUT PROBING OR TESTING. FULL HEIGHT,COVED AT FOOTING.DAMPROOFING SHALL BE PROVIDED AT BELOW GRADE EXTERIOR SURFACES.INSTALL#5 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. RE BAR, 10. DIMENSIONS OF WORK SHALL NOT BE DETERMINED BY SCALE OR RULE;FIGURED DIMENSIONS SHAH BE FOLLOWED AT All 4. ALL NEW BRICKS,SW FBX,TO MATCH EXIST NG BRICKS IN COLOR,TEXTURE,ETC.,LOAD BEARING UNITS CONFORM NG'O PERMIT# TIMES.ALL SPECIFIED ITEMS SHAH BE INSTALLED IN CONFORMANCE TO MANUFACTURER'S RECOMMENDATIONS AND ASTM C270•SW,WITH MINIMUM COMPRESSIVE STRENGTH OF UNITS=2500 PSI WITH ASSUMED DESIGN COMPRESS VE SPECIFICATIONS. STRENGTH,fM'=626 PSI AND DENSITY OF 120?CF. S� / ©' 11. THE BUILDING CONTRACTOR SHALL RESTORE THE SITE TO ITS ROUGH GRADE CONDITION AT COMPLETION OF WORK(SEEDING 5. ALL UNITS SHALL BE PLACED IN RUNNING BOND. IF REQUIRED).THE CONTRACTOR SHALL REMOVE ALL DEBRIS,RUBB SH&EXCAVATE EARTH(NOT BEING RE-USED)FROM-HE BUILDING SITE. 6. MORTAR SHALL BE TYPE S. D 12. ALL LUMBER MATERIAL USED IN THE CONSTRUCTION SHALL BE A GOOD,SOUND&DRY MATERIAL FREE FROM ROT,LARGE 7. STORE SHALL UNITS OFF THE GROUND TO PREVENT CONTAMINAT ON.COVER MATERIAL TO PROTECT FROM THE ELEMENTS. V 16 ?QZ51 KNOTS,SHAKES&OTHER IMPERFECTIONS THAT MAY IMPAIR STRENGTH. 3. ALL BEAMS SHALL BE SE"WITH THE NATURAL CROWN UP. 8. NO AIR ENTRAINING ADMIXTURES OR ANTIFREEZE COMPOUNDS,SUCH AS CALCIUM CHLORIDE SHALL BE ADDED TO THE MORTAR. PROPOSED PROJECT SHAH COMPLY WITH THE FOLLOWING: REV. DATE: DESCRIPTION: 4. PROVIDE SOLID BRIDG NG T-0'ON CENTER FOR ALL JOISTS. TABLE R602.3(1) TABLE R301.5 1 04/11/25 BUILDING DEPARTMENT SET 9. WAILS SHAH BE REINFORCED WITH TRUSS TYPE RENFORCING OF 9 GAGE ASTM A82 WIRE,GALVANIZED,AT EVERY 6TH FASTENERS SCHEDULE FOR STRUCTURA.MEMBERS \4 NhMUM UNIFOP.IALY DISTRIBUTED LIVE LOADS PFt GENERAL NOTES: COURSE ON CENTER VERTICALLY. (N LBS PER SO.FT.) afte- weak TABLE R301.2(1) 1. THE G.C.SHAH INSURE THAT All WORK COMPLIES WITH ALL APPLICABLE CODES. 10. All MASONRY WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION TO RESIST WIND LOADS OF 30 PFS.NOTE THAT CLIMATIC AND GEOGRAPHIC DESIGN CRITER A POB FLOOR AND ROOF DIAPHRAGMS WILL PROVIDE ULT MATE STABILITY FOR WALLS.UNTIL THESE ARE N PLACE,MASONRY WALLS R=310.00' 2. THE G.C.SHALL REVIEW THESE DRAWINGS AND THE EXISTING BUILDING AND REPORT ANY DISCREPANCIES,OMISS ONS,OR SHALL NOT BE BUILT HIGHER THAN 10 TIMES THEIR THICKNESS WITHOUT BRACING. TABLE R301.4 USE LIVE LOADS 1gp'00, QUESTIONS TO THE ARCHITECT PRIOR TO CONSTRUCTION. ELECTRCCAI MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R905.2.5 EXTER OR BALCON ES 60 3. FINISHES,FIXTURES,ACCESSORIES,ETC.TO BE AS PER OWNER AND CODES. 1. WHERE REQUIRED RECESSED LIGHTING SHALL BE TYPE AIRSEALED INSUL.CEILING(IC)RATED&INSTALLED AS PER FASTENERS DECKS 40 u MANUFACTURER'S RECOMMENDATIONS. TABLE R301.2.1.1 PASSENGER VEHICLE GARAGES 50 m 4. NEW HANDRAILS TO BE CONTINUOUS AND RETURN TO WALLS.HANDRAILS TO COMPLY WITH NYS BUILDING CODE 2. SWITCH,WALL PLATES,OUTLETS,DIMMERS AND DEVICES SHALL BE BY PLUTRON"DIVA"(COLOR:WHITE).ALL DIMMERS SHALL BE DESIGN CRITERIA:CONSTRUCTION DESIGNED IN ATTICS WITHOUT STORAGE 10 ELECTRICAL NO'ES• IUTRON DA DIMMERS FOR CFL&LED LAMPING ACCORDANCE WITH AMERICAN FOREST&PAPER ASSOCIATION ATTICS WITH STORAGE(LIMITED) 20 (AF&PA)WOOD FRAME CONSTRUCT ON MANUAL FOR ONE& ROOMS OTHER THAN SLEEPING 40 EXISTING ---__ I. ELECTRICAL FINAL LAYOUT TO BE AS PER OWNER,WESTCHESTER COUNTY LICENSED ELECTRICIAN,AND All APPLICABLE CODES 3. FOR LED LIGHT FIXTURE USE APPROPRIATE DIMMERS COMPATIBLE SYSTEM CONFIGURATION.(SEE CUT SHEETS). TWO FAMILY DWELLINGS(WFCM). ASPHALT AREA-19,929 SF 4. All OUTLETS IN BATHROOMS,KITCHEN,LAUNDRY AND EXTERIOR SHALL BE CLASS'A'-G.F.C.I.(GROUND-FAULT CIRCUIT SLEEPING ROOMS 30 OR 0 457 ACRE 2. THE EXISTING SMOKE AND CARBON MONOXIDE DETECTOR LOCATIONS AND INSTALLATION TO COMPLY WITH CURRENT NYS INTERRUPTER) STAIRS 40 BUILD NG CODE. R905 GUARDRAILS AND HANDRAILS 200 .2.5 FASTENERS 5. ALL EXTERIOR OUTLETS SHALL BE UL RATED WEATHERPROOF. I N 3. ELECTRIC-AN S TO VERIFY ENTIRE BUILDING COMPLIES WITH CURRENT SMOKE DETECTOR REQUIREMENTS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVAN ZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, 6. PROVIDE THE REQUIRED NUMBER AND SPACING Of OUTLETS AS REQUIRED BY STATE AND LOCAL CODES,WETHER ND CATED MIN.12 GAGE SHANK W/A M N.3/8'HEAD ASTMF 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIAL / 4. SMOKE DETECTORS CARBON MONOXIDE ARE TO BE HARD-WIRED INTERCONNECTED. ON THE PLANS OR NOT. AND A MIN.OF 3/4'INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4'THICK,THE FASTENERS SHAH PENETRATE THROUGH THE SHEA-RING.FASTENERS SHAH COMPLY W/ASTM F 1667. I � 5. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL EQUIPMENT NECESSARY TO FULFILL APPLICABLE CODES, 7. ELECTRICAL CONTRACTOR MUST BE INSURED AND.ICENSED IN WESTCHESTER COUNTY,NEW YORK. SHALL ATTACHMENT REGULATIONS,BUILD NG STANDARDS AND THE BEST PRACTICES OF THE TRADE FOR INSTALLATION OF ELECTRICAL WORK. 8. ISOLATE ALL OLD LOW TEMP WIRING FROM F XTURE ASPHALT ROOF SHINGLES SHALL HAVE A MIN,OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE 6. ALL ELECTRICAL WORK,MATERIALS AND EQUIPMENT SHALL CONFORM WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 MPH 25'-0" EXISTING CODE,UNDERWRITERS LABORATORIES,BOARD OF UNDERWRITERS,OSHA,NEMA,NFPA,AND ALL AUTHORITIES HAVING 9. ALL FIXTURES&EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR GREATER AND THE EAVE IS 20'OR HIGHER ABOVE GRADE. SETBACK 1 STORY FRAME `S��REO,qqi JURISDICTION. R905.2.7 UNDERLAYMENT APPLICA-ION P QUO LE DAMPROOFING FOR ROOF SLOPES FROM TWO VERTICAL UNITS IN 12 UNITS HORIZ.UP TO FOUR UNITS VERT,IN'2 UN TS HORIZ.UNITS SHALL 7 THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY TEST ALL NEW ELECTRICAL SYSTEMS,NCtUDING THOSE INSTALLED BY 1. DAMPROOF All EXTERIOR,BELOW GRADE SURFACES OF MASONRY FOUNDATION OR FROST WALLS(INCLUDING THOSE W'TH BE TWO LAYERS. EX15 OTHERS.CORRECT ALL FAULTY CONDITIONS AT NO EXTRA COST.ALL PANELS SHALL BE BALANCED SO THAT THERE IS NO MORE CRAWL SPACES)WITH ASBESTOS FREE,FIBROUS,BITUMINOUS MEMBRANE.INSTALL IN STR CT ACCORDANCE WITH TABLE R301.2(1) I j STORY A E THAN 10%DIFFERENCE IN PHASE CURRENTS UNDER NORMAL OPERATING CONDITIONS.MODIFY PANEL SCHEDULES AS MANUFACTURER'S PR NTED INSTRUCTIONS. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA"CLIMATE ZONE 4A REQUIRED. q� 329 y0P 2. PROTECT DAMPROOFING FROM DAMAGE BY BACK FILLING WIND SEISMIC SUBJECT TO DAMAGE FROM 1,2 W NTER CE SHEILD FLOOD NG OPERATIONS WITH RIGID NSUTATION OR PROTECTION BOARD 34'1" OF NE`N 8. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED LABOR,EQUIPMENT,PERMITS,CERTIF CATES AND OTHER SERVICES RAILING REQUIREMENTS NYS SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT HAZARD 29-.9„" NECESSARY FOR COMPLETE INSTALLATION AND APPROVAL OF ELECTRICAL WORK.All WORK S TO BE INSTALLED ACCORDING LOAD (MPH) CATEGORY DEPTH TEMP. REQU RED ZONE TO THE RULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS AND MUNICIPAL DEPARTMENT HAVING R312.2 GUARD OPENING LIMITATIONS.REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED FLOOR AREAS,BALCONIES AND 30 PSI 115 MPH B SEVERE 3'�" MOD/HVY 7°F YES 09/28/07 PROPOSED WOOD /S JURISDICTION.PROVIDE ELECTRICAL SERVICES FOR LAYOUT AS SHOWN ON DRAWINGS.ALL ELECTRICAL LIGHT FIXTURES SHALL BE PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES I SFT -0 PROVIDED BY THE OWNER INSTALLED BY THE CONTRACTOR. (102MM)OR MORE IN DIAMETER. SUNROOM DECK EXPIRATION DATE:AUGUST 31,2025 OR THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE Of A STAIRWAY (NY) TABLE R402.1.2 ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES(152 MM)CANNOT PASS THROUGH INSULAT'ON AND FENESTRATION REQUIREMENTS BY COMPONENT GENERAL CONSTRUCTION NOTES ! CLIMATE ZONE= a / PROJECT NAME FENESTRATION UFACTOI'=TS ll 0.32 / EXISTING REAR DECK TO BE REMOVED AND SCHEDULE OF DRAWINGS AND DOCUMENTS SKYLIGHTS 0.55 55 1. CONTRACTOR ACCEPTS THE RESPONSIBILITY TO PROVIDE ALL ITEMS AND SERVICES REQUIRED AS INDICATED ON THESE GLAZED FENESTRATION SHGC$E- 0.40 REPLACED EXISTING REAR DECK WITH NEW REAR DRAWINGS AND IN CONFORMANCE WITH ALL THE NOTES,DETAILS,DRAWINGS,ETC.CONTAINED WITHIN THIS SET OF T-100 TITLE SHEET CEILING RVALUE= 49 S DECK WITH SUNROOM CONSTRUCTION DOCUMENTS UPON ENTERING A CONTRACT WITH THE OWNER.IT IS THE RESPONSIBILITY OF THE PT•100 PHOTOGRAPHS OF EXISTING CONDITON AND NEIGHBORHOOD WOOD FRAME WALL R-VALUE= 20 OR 13+5" I f CONTRACTOR TO CARRY OUT THE WORK AS SPECIFIED AND IN ACCORDANCE WITH ALL CODES,RULES,REGULATIONS MASS WAL.R-VALUEE= 8/13 GOVERNING,AND MAUFACTURER'S RECOMMENDATIONS.CONTRACTOR TO FOLLOW THE BUILDING DEPARTMENT A-100 EXISTING/PROPOSED FLOOR PLANS FLOOR RVALUE= 19 / APPROVED SET OF DOCUMENTS.NO SUBS-ITUTIONS SHALL BE MADE WITHOUT CONSULT NG THE ARCHITECT FIRST. A-300 FRAMING ROOFING DETAILS BASEMENT WALL R VALUE= 10/13 PROJECT ADDRESS A-301 FRAMING DETALS SLABD R-VALUE$DEPTH= 10,2FT / 42 HILLANDALE RD 2. ALL WORK SHALL COMPLY WITH THE LOCAL MUNICIPALITY&THE RESIDENTIAL CODE OF NEW YORK STATE ALONG WITH ALL CRAWL SPACE WALL R-VALUE- 10/13 RYE BROOK,NY 10573 OTHER APPLICABLE CODES&AGENCIES HAVING JURISDICTION.IN ALL CASES,THE MOST RESTRICTIVE LIMITATION OF ANY PROJECT DATA APPLICABLE CODE SHALL BE FOLLOWED BY THE CONTRACTOR.CONTRACTOR SHALL BE LICENSED AND INSURED. 3. CONTRACTOR(S)SHAH VERIFY ALL DIMENSIONS HEREIN AND NOTES.DO NOT SCALE OFF OF DRAWINGS. EXISTING SINGLE FAMILY RESIDENCE �!/ DRAWING TITLE: TAX ID:130.77/1/4 F1 LE COP / � �' ZONE:R-25 , r NJ 4. CONTRACTOR TO NOTIFY THE OWNER,IN A TIMELY MANNER,WHEN THE WORK WILL BEGIN ON THE PROJECT AND SHAH / ADDRESS:42 HILIANDAIE RD RYE BROOK,NY 10573 COORDINATE WITH SAME.CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF RELATED WORK. ° ANY DISCREPANCIES FOUND SHAH BE BROUGHT TO THE ARCHITECT'S ATTENTION IN A TIMELY MANNER AND PRIOR TO THE COMMENCEMENT OF WORK. TYPE OF CONSTRUCTION'TYPE V•B" h� LEVEL II � � TITLE SHEET 5. CONTRACTOR TO COORDINATE WORK WITH REQUIRED INSPECTIONS SO AS TO NOT DELAY THE PROGRESS OF THE ALTERATION: I / PROJECT. SCOPE OF WORK: W 6. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH ALL OTHER CONTRACTORS AND SHALL CUT,LAY AND b Y AS-BUILT/FINIAL Q1 1�' INSTALL THEIR WORK AT SUCH A TIME AND MANNER SO THAT NO DELAY OR INTERFERENCE WITH THE CARRYING EX'STING REAR DECK TO BE REMOVED AND REPLACED EXISTING REAR DECK WITH NEW REAR DECK WITH SUNROOM o v �� .�. FORWARD OF THE WORK OF OTHER CONTRACTORS SHALL OCCUR. z E(�U a R E D R R E d r `� E +- CONCRETE GENERAL CODE INFORMATION IE [E .� I�'� PROJECT MANAGER: GS FINA 1. ALL CONCRETE SHALL BE MINIMUM FC=3,000 PSI(AT 28 DAYS)STONE AGGREGATE CONCRETE. APPL CABLE CODES:All WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, 35.00 - DRAWN BYA'j CHECKED BY. GS DRAWINGS&CONSTRUCTION CRITERIA OF THE OWNER,AND SHALL SATISFY ALL APPLICABLE CODES,ORD NANCES,AND ._... _ 2. REINFORCING SHAH CONFORM WITH THE FOLLOWING: REGULATIONS OF All GOVERNING BODIES INVOLVED.ANY MODIFICATIONS TO THE CONTRAC-WORK REQUIRED BY SUCH ! N 87 5745"W SCALE: BARS: ASTMA•615 GRADE 60 AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S CONTRACTOR.ALL PERMITS AND LICENSES NECESSARY FOR THE 4 2025 ° WELDED WIRE MESH: ASTM A-185 EXECUT ON OF THE WORK SHALL BE SECURED AND PAID FOR BY CONTRACTOR(S),APPLICABLE CODES NCLUDE,BUT ARE NOT JUN PROJEC GSA-040125 UMITED TO THE FOLLOWING. NOT A SURVEY,SITE 41 3 ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE ACI CODE. APPLICABLE CODES: V INFORMATION TAKEN FROM DATE: 04/01/25 V I L LAG E O F RYE S R O O K SURVEY BY"NY LAND SURVEYOR I 4 PROVIDE THE FOLLOWING CLEARANCES FROM THE FINISHED FACES OF CONCRETE TO THE OUTER MOST FACE OF THE 2020 NEW PORK STATE RESIDENTIAL BUILDING CODE " DRAWING#: REINFORCING W THIN THE CONCRETE: 2020 NEW YORK STATE PROPERTY MAINTENANCE CODE p�q I�Q1��� �P��������� DATED MARCH 23 2023 CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 BUILDING�J � FORMED EXPOSED TO EARTH OR WEATHER: #5 BAR OR SMALLER 1.5° ......-_-,-__,.0 w,.�.-M� . _ _ V I #6 BAR OR LARGER 2" SITE PLAN-EXISTING CONDITIONS T- 1 00 1 SCALE •'+' r•,",, i ,. 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PROJECT NAME EXISTING REAR DECK TO BE REMOVED AND REPLACED EXISTING REAR DECK WITH NEW REAR DECK WITH SUNROOM :r_ l tPROJECT ADDRESS �•.......• � `IRYE BROOK, / DRAWING TITLE: PHOTOGRAPHS OF EXISTING z CONDITION 4 • • .ale NEIGHBORHOOD N. r ,L 'sue DRAWING Ll1or PT- 1 00 • / • • • T. l SCREEN TIGHT PORCH SCREENING SYSTEM INSTALLATION INSTRUCTIONS f TOOLS&SUPPLIES +� 0 Screen Tight Base Screen Tight Cap Screen Round Spline snips/Shears Rollerknife Mallet G A B R I E L L E S A LM A N ARCHITECT • r'�S� �- 467 Bedford Road,Suite 169 Pleasantville,NY 10570 © 4' Phone Number:(914)773-1618 Fax Number.(914)773-1514 E-mail:GSalmanAIA@aol.com 0 20250ABRIELLE SAIhVW ARCHITECT IT IS A ACTING UNDER THE DIRECTION OF A 1 VIOLATION ANY-� LICENSED PROFESSIONAL IS ALTERED.HER RING LICENSED PROFESSIONAL SHALL AFFIX TO LICENSED PROFESSIONAL TO ALTER AN REM IN ANY WAY IF AN ITEM BEARING THE SEAL OF A THEIR REM THEIR SEAL AND THE NOTATION-ALTERED Br FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Trim&Attach Base Roil Screen Into Base Cut base to fit over wood framing with snips or shears.Base Roll screen into base strip with appropriate spline and strips are butted together and do not require any mitering screening tool.Start by rolling the screen into the top or notching.Attach the base strip to wood framing using horizontal piece of base.After the top is rolled in,then 1-in wood or sheet rock screws,making sure to put a screw roll the two sides and then the bottom horizontal piece _ in each slot.Screws should be snug,but not so tight that the of base.When screening the bottom,create screen base strip bends.Put a screw no more that 2-in from the end tension by pulling down on the screen slightly to ensure of each base strip. a tight screen. ;;. '.ti J` - ti ■ Screen Tight base and cap are — 1' REV. DATE: DESCRIPTION: `i available in available 1.5-in or "' 1 04111l25 BUILDING DEPARTMENT SET r•� -•� 3.5-in widths. .. -- ,•� — x ■When attaching the 3.5-in cap, " c'14.4 .emsy�. the inside leg of the cap should be '' f =' fitted under the base leg before N, 'r` low. applying pressure. Trim Excess Screen Trim&Snap On Cap ■To remove Screen Tight cap, t f start at one end and using a Trim all excess screening with a Use a rubber mallet to snap the screwdriver gently d .� razor knife or a Screen Tight Roller cap into place by starting at one pry the cap from , Knife so that excess screen doesn't end and working across to the the base. L Y Interfere with the cap snapping other end. onto the base. Access project videos&support at ScreenTight.com One •..0 :00 ED SCREEN WALL SYSTEM BY SCREEN TIGHT AT PORCH AREA WOOD DECK FLOOR BY TIMBERTECH-AZEK-VINTAGE-ENGLISH-WALNUT Q�6�.��-LE A NOT TO SCALE NOT TO SCALE m 329 Q` q�OF Nee�O 4•MAX 2x6 CEDAR TOP RAIL -70 EXPIRATION DATE:AUGUST 31,2025 40 CEDAR POST 44 PROJECT NAME EXISTING REAR DECK TO BE REMOVED AND - REPLACED EXISTING REAR DECK WITH NEW REAR DECK WITH SUNROOM CUSTOM CEDAR BALUSTERS Q PROJECT ADDRESS 42 HILLANDALE RD `w RYE BROOK,NY 10573 2x6 CEDAR BOTTOM RAIL s; DRAWING TITLE: 4~ a- MATERIAL SAMPLE BOARD CEILING AT ENCLOSED PORCH TO BE CEDAR WITH SEALER EOSCVLE UARDRAIL TO BE CEDAR WITH SEALER C NOT TO SCALE @>40T PROJECT MANAGER: GS DRAWN BY: CHECKED BY: GS SCALE: PROJECT#: GSA-040125 DATE: 04/01/25 DRAWING# EXISTING CONCRETE STAIRS TO BE REMOVE AND INSTALL NEW CONCRETE 29.91 PROPOSED NEW DECK/PORCH STAIRS WITH NEW --- CONCRETE DECORATIVE PROPOSED ENCLOSED PORCH NEW DIA SONOTUBE W WAIL TO MATCH EXISTING FOOTING 42"MIN.BELOW AS REQUIRED GRADED WITH A 4x4 POST 4<' 3'-10° 3'-10" 3%10' 3'.8- B /5-.0. (TYP) 44 POST FRAME WITH PA' NEW STAIRS,INSTALLED SCREEN WALL SYSTEM BY 2 2 P' xl PT.STRINGER NEW P.T.STAIRS 6 RISER @ SCREEN TIGHT OR EQUA. 8"W/12'TREADS AND (TYP.) 0 2 2 P ST NG R NEW P.T.DECK W.4x4 N N — V POST AND 1 xl P.T. A cv x 2 PI ST NG R � BALUSTERS @ 4-O.C.(TYP.) -1.9y PTA -I,..—x I I NEW 16"DIA.SONOTUBE NEW P.T.DECK W.4x4 FOOTING 42'MIN.BELOW CJ y POST AND 1 xl P.T. GRADED WITH A 6X6 POST z T I 1 BALUSTERS @ 4'O.C.(TYP.) = G A B R I E LLE A LM A NARCHITECT (TYP) o Q g , 467 Bedford Road,Suite 169 Ir r'I I O Pleasantville,NY 10570 N O I I I r p NEW 116'COMPOSITE III i p Phone Number:(914)773-1618 8 Fax Number.(914)773-1514 NOTE: X- I ROPOSED I I 4 PROPOSED DECKING TO BE FASTENED WOOD BLOCKING TO BE a N III INCLOSED PORCH 1 d u O `' WOOD DECK o TO EACH FLOOR JOIST W/ E-mail:GSalmanAlA@aol.com INSTALL ON A STAGGERED oUj MANNER @ HALFWAY OF ¢U O III I I I I �'O O (2)8D NAILS OR(2)#8 r> x V ,,, SCREWS&TO RIM JOISTS& WOOD FRAME DECK �0 I I I I N " a U-_ TYF;CAL r,� — — �- O � LEDGER W/1 OD OR �eras GABRIEUE sALMAN ARCHITECT x g (I I I I I I --- �. n N #10XX WOOD SCREWS @ IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A 0 N W .p t� rtVp LICENSED PROFESSIONAL TO ALTER AN REM IN ANY WAY IF AN REM BEARING THE SEAL OF A LEDGER BOARD PT 2x 12 TO I I I I (�( cv _ N 6°O.C.1"•) LICENSED PROFESSIONAL IS ALTERED,THE ALTERING UCENSED PROFESSIONAL SHALL AFFIX TO BE SECURE EVERY 16'O.C. III I I I I t7� I THEIR ITEM THEIR SEAL AND THE NOTATION'ALTERED BY-FOLLOWED BY THEIR SIGNATURE AND THE ON A STAGER MANNER I I I I DEMO NOTE: DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. EXISTING WOOD DECK AND STAIRS TO B- I REMOVE AS REQUIRED WITH ALL ITS COMPONENTS 17 1 L--- I I NOTES: All FRAMING AND SUPPORT FOR NEW DECK SHOULD BE PRESSURE TREATED WOOD 3 FRONT ELEVATION EXISTING PROPOSED CONDITIONS X I Z I I STRUCTURAL NOTES: — REV. DATE: DESCRIPTION: GC.TO NOTIFY ARCHITECT IF MORE THAT 50% OF ANY STRUCTURAL MEMBER OF THE 1 04/11/25 BUILDING DEPARTMENT SET EXISTING BUILDING,NEEDS TO BE REPLACE, (FLOOR JOIST,ETC.)PRIOR TO INSTALLATION. ARCHITECT TO INSPECT STRUCTURAL SOUND STABILITY OF THE BUILDING. - N O NOTE: NEW 30 YEAR ASPHALT E G TAI Z 1. ALL SCREWS,BOLTS NUTS&NAILS FOR STYLESHINGLEDROOF,n 9 USE WITH PRESERVATIVE TREATED WOOD °ARCH ECTURAV AND m SHALL BE HOT DIPPED ZINC-COATED COLOR TO BE SLATE Z GALVANIZED STEEL,STAINLESS STEEL, N SILICON BRONZE OR COPPER.ALL -xL CONNECTORS QOIST HANGERS, �OWING ITJ? CASTaN-PIACE POST ANCHORS,ETC.) SHALL BE GALVANIZED OR SHALL BE — — g * STAINLESS STEEL. 2. ALL JOIST HANGERS SHALL BE FACE MOUNT BY SIMPSON AND FASTENED W/SIMPSON SIDS SCREW CONNECTORS.REFER TO MANUF.FOR MORE INFO. 3. H 1 AZ HURRICANE TIE HOLDS JOIST ON F� BOTH SIDES,FEATURES ZMAX COATING. 4X4 POST AND 1 Xl P.T. BALUSTERS @ 4'O.C.(TYP.) FO t�REO qq�/� LLED— 4X4 POST FRAME WITH e�6�Q` LE NEW P.T.STAIRS 5 RISER @ SCREEN WALL SYSTEM BY i 8'W/12'TREADS AND SCREEN TIGHT OR EQUAL NEW P.T.DECK W.4X4 I (TYP.) POST AND 1 A P.T. EXISTING TAIJ= BALUSTERS @ 4-O.C.(TYP.) q� 329 yOQ, OF NEv'I NEW 16'DIA.SONOTUBE NEW 16'DIA.SONOTUBE t44'-8P EXISTING BUILDING FOOTING 42'MIN. ,q FOOTING 42"MIN. M EXPIRATION DATE:AUGUST 31,2025 0FIRST FLOOR LEVEL—EXISTING PROPOSED CONDITIONS REAR ELEVATION EXISTING PROPOSED CONDITIONS _ 1 -SCALE:1/4"=P-0" SCAtE--:1/4"=V-10"-- - - PROJECT NAME EXISTING REAR DECK TO BE REMOVED AND REPLACED EXISTING REAR DECK WITH NEW REAR DECK WITH SUNROOM PROJECT ADDRESS NEW 30 YEAR ASPHALT 42 HILLANDALE RD SHINGLED ROOF,STYLE RYE BROOK,NY 10573 ( 'ARCHITECTURAL'AND COLOR TO BE SLATE DRAWING TITLE: 0 o d d 0 p 10 0 1 0 0 d d 0 0 tR a t- !• ! ,- !R t- !- tR !- '- t- NEW SIDING TO MATCH N N N N N 1N N I N N N N N N EXISTING HOUSE EXISTING/ PROPOSED �� � N� � � � i � N� N� x� CONDITIONS PLANS 4X4 POST FRAME WITH I I I SCREEN WALL SYSTEM BY I SCREEN TIGHT OR EQUAL I I I (TYP-) - - - co II I I I ( I' I I I I I ( ' Ir 4X4 POST AND 1 X1 P.T. PROJECT MANAGER: GS _ BALUSTERS @ 4-O.C.(TYP.) Kr _ — _ — — __ DRAWN BY: CHECKED BY: GS � <F I SCALE: I PROJECT M. GSA-040125 *4'111111I I DATE: 04/01/25 x I Z I I NEW 16'DIA.SONOTUBE DRAWING#: FOOTING 42'MIN. ;9 in &PROPOSED ENCLOSED PORCH ROOF FRAMING L)�l�EELEVATION EXISTING P00SED CONDITIONS A- 1 00 2SCALE:1/4 1 0 V /4 -1-0 HANDRAILSIL • STAIRWAYS MUST HAVE A HANDRAIL IF THE STA RWAY NOTE;FASTEN HANDRAILS PER MANUFACTURERS �•/ 1� _ Z STAGGER FASTENERS HAS MORE THAN THREE RISERS. RECOMMENDATIONS (�f� :1 i�l� oC N IN 2 ROWS • HANDRAILS MAY PROJECT OVER STAIRS BY 4j INCHES Z lk MIN. MAXIMUM ON EACH SIDE OF THE STAIRWAY. 0 0 t SS MIN FOR 2 X 8 DISTANCE SHALL I3E PERMITTED TO • HANDRAILS MUST BE CONTINUOUS FOR THE FULL a2xBLOCKNG ,' o LENGTH OF THE STA RS.THEY MUST TURN BACK INTO a ll)�' `�` 0 ® 8,g"((N FG(�Q)(�� BE REDUCEI,TO 4.5"IF LAG SCREWS THE WAIL OR BUTT INTO A POST SO THAT PURSE �. �!/ \ ).) 6,M STRAPS AND CLOTH NG WON'T GET CAUGHT / i t �' 7.b"LAIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS o 0 0 BEHIND THEM AND CAUSE A FALL. WAIL 0 REDUCED TO THAT OF LAG SCREWS r • HANDRAILS ATTACHED TO THE WALL MUST HAVE A SPACE BETWEEN THE WAIL AND THE RAIL OF AT H1AZ Hurricane Tie H2.SA Hurricane Tie TO ATTACH 2 X 8 LEDGERS TO 2 X B LEAST 1 INCHES TO PROVIDE A GRIPPABLE SURFACE. 1"MIN. 1°MIN. Holds gist on both sales Sudabla for angle sited 2°MIN. BAND JOISTS Features ZMAX'costing applicaaUe Available i od LAG SCREW OR BOLT 314"MIN (3)2X BEAM-DOUGlAS FIR, 2X or I.%BEAM BOLTING DIAGRAM • HANDRAILS ON THE OPEN SIDE OF A STAIRWAY LEDGER MUST MEET GUARDRAIL REQUIREMENTS. and stainless W/TIMBER F MBER LOOKASTNERS lAll(2)&(3)MULTI-PLY BEAMS SIMILAR) steel. .GRADE BOLT • THE HEIGHT OF HANDRAILS IS MEASURED STRAIGHT 34°-38°FROM T NOSING OF ��1 •DOUBLE ROW @ 12"OC UP FROM THE NOS NG Of THE TREADS TO THE TOP OF THE HANDRAIL.A HANDRAIL ALONG A WAIL STEP,TYPICAL ALUM.FLASHING UNDERNEA'H '`�>> AND 4"PLATE FLITCH FLUSH MUST BE BETWEEN 34 INCHES AND 38 INCHES GUARD POST SIDING(8'MIN ABOVE) O BEAM coRRosloN 1'X6°P.T WOOD TOP � BEAM TYPE DETAILS GABRIELLE SALMAN ARCHITECT HIGH. SLOPE TOP OF TOP OF WOOD • A ROUND HANDRA L MUST HAVE A DIAMETER NO RESISTANT RAIL((Yp,1 MOUNTED TO GUARD MOUNTED TO WALL HANDRAIL SPACER SMALLER THAN 1 1/4 NICHES AND NO LARGER o a-''�•` ° NOT TO SCALE 467 Bedford Road,Suite 169 HARDWARE DECKING '``"' • o Pleasantville,NY 10570 THAN 2 INCHES,SO THAT T CAN BE EASI Y AND SECURELY GRIPPED.OTHER HANDRAI SHAPES ARE '' a 1'Xl"P.T.WOOD EXTEND GAF LEAK BARRIER AT LEAST 5" Phone Number:(914)773-1618 ALLOWED,IF THE PERIMETER D MENSION IS AT LEAST w LL BALUSTER @4'O.C. (127mm)UP WAIL Fax Number.(914)773-1514 METAL HANGER 4 INCHES AND NOT MORE THAN 6 4 NICHES,WITH =_U_O E-mail:GSalmanAIA@aol.com HANDRAIL ) HOLD-DOWN DEVICE MIN 750 I.B. GAF UNDERLAYMENT ACROSS SECTION D MENSION NO"MORE THAN 24 co 0 M z BLOCKING JOIST I' CAPACITY AT 4 LOCATIONS, BC/BCS Post Cap 7' INCHES. Z EVEN Y DISTRIBUTED ALONG DECK c�,O LEDGER BOLTED TO BUILDING BC:Far single-member solid savor,,beams. • 02025 GASRIEI 1 E SALK"ARCHITECT = Z 1"X4"P"WOOD '� AND ONE WITHIN 24'OF EACH NAZI FLASHING TO ROOF. GUARDRAILS BOTTOM RAIL P. WALL,MINIMUM OF STAGGER 13M:Connects double 2x s to a 4x post or '.r:.vt 2 NA IS PER STEP FLASHING. ) END OF THE LEDGER. <•1. IT IS A VIOLATION OF THE LAW FOR ANY PERSON.UNLESS ACTING UNDER THE DIRECTION OF A FAS ENERS 2 ROWS WITH 1/2' HOLDOWN DEVICES SHALL FULLY tltple r2X 8 t0 8 GX post.ZMAX�GOa11ng or a-f�'"ti t,.ti LICENSED PROFESSIONAL,TO ALTER AN REM IN ANY WAY IF AN ITEM BEARING THE SEAL OF A • A GUARDRAIL IS REQUIRED TO PREVENT SOMEONE LAG SCREW OR BOLTS _�: ":%-�• v �•1 �' LICENSED PROFESSIONAL 19 ALTERF-0,THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO FAILING FROM A BALCONY,DECK,LAND NG,ETC. HANDRAIL SHAH t" ENGAGE DECK JOIST PER stainless steel reoomfineroded. .r1 "`,�,,,,. sue. ::1,• THEIR HOLD-DOWN MANUFACTURER. :tT••°;�,tw.a,r�;,;�,•r+,,w�,;�•;-; - -STEP FLASHING POSITIONED OVER DAosueTMHnRTSEAL AND THE ERA ALTERATION. NOTATION ESCRIPTIONALTEREO Sr OFTHEAD BY THEIR LTERATIONSIGNATUREANDTHE THAT IS MORE THAN 30 INCHES ABOVE THE FLOOR RETURN AT EACH NEW 2X12 TO BE SECURE EVERY �_ „�.1.. 'T� SH NGLE SO HAT NEXT COURSE OF ;a: •{` OR GROUND BELOW.GUARDRAILS MUST BE AT LEAST END 4"OR 6'PT.DECK 16 O.C.ON A STAGER MANNER 36°MIN. A FULLY THREADED 3/8"DIAMETER .;:7 o 0 0 5H NGlES COVERS IT COMPLETELY 36 INCHES HIGH,EXCEPT THAT THEY MAY BE 34 BOARDS LAG SCREW PREDRIIIED W/MIN J.%. o INCHES(MEASURED STRAIGHT UP FROM THE SPACER:SOLID WOOD BLOCK OR NOSING)AT THE OPEN SIDES OF STAIRWAYS. 3'PENETRATION TO CENTER OF NEW 6X6 P T. '� -SIDING SERVES AS • GUARDRAILS ON STAIRS MUST HAVE SOME KIND OF EXTERIOR GRADE PLYWOOD TOP PLATE,STUDS,OR HEADER. ANCHOR COUNTER-FLASHING OVER STEP A PATTERN,SO THAT A 4 SPHERE CAN'T PASS BUILDING WALL FLASHING THROUGH.HOWEVER,ALL GUARDRAILS ALONG BOTTOM OF POST 0 RAISED FLOORS,LAND NGS, ELEVATED ABOVE QUARTER SIZE DAB OF CLASS'A $ CONCRETE FIBERGLASS SH NGLE ROOF • PORCHES,DECKS AND BALCONIES MUST HAVE ' PREDR ll NAILS AT ENDS INTERMEDIATE RAILS OR ORNAMENTAL NOTE- . . SIMPSON POST • CLOSURES THAT DO NOT ALLOW PASSAGE OF A 4 • OWNER TO SELECT FINAL SPACER BASE MODEL# INCH SPHERE. • ABU44Z OR EQUAL F NISHES FOR TOP/ ' I KICK OUT FLASHING • REV. DATE: DESCRIPTION: AT THE BOTTOM EDGE OF A GUARDRAIL ALONG A THROUGH BO 4$ SERIES OF STEPS,THE SPACE BETWEEN BALUSTER AND POST BOTTOM RAILING, • P'.WOOD DECK FINISH GRADE 411 1 04/11/25 BUILDING DEPARTMENT SET • THE TREAD,RISER AND THE GUARDRAIL MUST BE BOARDS LAID WITH � I SMALL ENOUGH TO PREVENT A 6 INCH BARK"SIDE UP,IF I T SONOTUBE 42' • SPHERE FROM GETTING THROUGH. FIAT GRAIN MATERIAL I I MIN.BELOW C FLASHING DETAIL-WHERE REQUIRED CV G METAL ( ) GRADE FILLED F NOT TO SCALE 2X2 BALUSTER, RAILING TYPICAL DETAIL PREFERRED) \ / WITH CONCRETE TYPICAL GRAIN LINES \ / 2X6 OR 5/4 BOARD RA L CAP 4X NOT NOTCH 6'-0'MAX.SPACING ATTACH TO GUARD POST WITH EXTERIOR STAIRS DETAILS TYPICAL FOOTING DETAIL 4X4 POST TYPICAL (3)#12 BY 3-LONG SCREWS OR(3)16D THREADED NAILS SCALE:1/2"=V-011 CENTER FULL WIDTH ROIL OF GAF LEAK BARRIER. WITH 0.148"NOMINAL DO NOT PLACE FASTENERS WITHIN 6°(152mm) DIAMETER OF CENTER LINE. Z 2X4 TOP AND BOTTOM ATTACH START HERE 5°EXPOSURE TO GUARD POST WITH(2)8D G WOO -EXTEND END SHINGLE AT LEAST 12'(305mm) THREADED NA IS R O 2 1//2' 04 OF FAST ( p1RE� PRfyp,L�1N TEEN IN TOP CORNER OF HI SHINGLE DE THE CENTER LINE.RNAIL,PUTTING EXTRA WOOD SCREWS LONG ON INSIDE FACE 0 0 MINIMUM NOMINA.2X8 RIM C.IP SHINGLE CORNERS 45°TO KEEP WATER o OR OUTSIDE JOIST FLOW IN THE VALLEY CENTER. 2 t/2'DIAMETER FASTENER THROUGH-BOLTS ATTACH BALUSTER AT'OP AND CARRY GAF UNDERIAYMENT AT LEAST 6°(152mm) AND WASHERS BOTTOM WITH(1)#8 WOOD OPENINGS SHAH SCREW OR(2)8D POST-FRAME OVER GAF LEAK BARRIER NOT AVOW THE THREADED NAILS WITH 0 35' 1" PASSAGE OF A 4' NOMINAL DIAMETER C' DIAMETER SPHERE pED,qq ti OVERLYING SHINGLES MUST BE CUT SO THEY ARE GUARD OPENING LIMITATIONS.REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS,RAISED FLOOR AREAS,BALCONIES AND 5.5 8 2'(52m)AWAY FROM VALLEY CENTER LINE.SEAL PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES THE VALLEY SHINGLES TO EACH OTHER USING (102MM)OR MORE IN DIAMETER. PLASTIC ROOF CEMENT. EXCEPTIONS: q� 29 ,LOQ 1.THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SiDE OF A OF Ne" STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES(152 MM)CANNOT PASS THROUGH. 2.OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4t(5')INCHES(107 MM) TO PASS THROUGH ROOF RIDGE DETAIL _ C VALLEY FLASHING DETAIL EXPIRATION DATE:AUGUST 31,2025 D NOT TO SCALE C NOT TO SCALE GUARD POST MAY GUARD POST CAN BE INSTALL PROJECT NAME BE LOCATED ON AS SHOW BELOW,IF BLOCKING EXISTING REAR DECK TO BE REMOVED AND EITHER SIDE OF THE IS INSTALLED AS WITHIN 12°OF ESRas3e Page 2 or 3 ESR-3938 Page 3 of 3 OUTSIDE JOIST EACH SIDE OF THE POST ®ICC I '�°°°�^'-°`�°' REPLACED EXISTING REAR DECK WITH NEW REAR EVALUATION 32.2 Durability:The Mesh Guardsystem no teen evacuated for structural performance when exposed to 7.2 The report holder's contact Inforrttaticrn Is tme Iouowing: SERVICE a temperature range from-2D•F(-29'C)to 125'F(52'C). SCREEN TIGHT 3.2.3 Su►fecobumtng Char ac aeterlstics:When tested In accordance with ASTM E84,the mesh reerdng 407 CHURCH STREET.SUITE A DECK WITH U M GUARD POST COMPONENT ATTACHMENT REQUIREMENTS ICC-ES Evaluation Report and PVC components or the Mesh Guard System have a name-spread index of 25 or less and a smoke- GEORGETOWN.SOUTH CAROUNA 29440 developed index of 450 or less. (600)788.7325 ESR-3938 WWW acnMgN;ihLcom a�.•yaoar 4.0 DESIGN AND INSTALLATION PROJECT ADDRESS AT F RST NTERIOR BAY,PROVIDE 4.1 OeWgn 42 HILLANDALE RD 2x BLOCKING AT GUARD POST ,m r.n...ruder x2s The Mesh Guard System,when used as an Infdl system on guards,Is satisfactory to realer loads specified In 2+DIA,THROUGH Section 1607 8A.2 of the 2021,2018,2015 and 2012 IBC(Section 1607 7 1.2 of the 2009 IBC)and Table RYE BROOK,NY 10573 BOLTS AND WITH HOLD DOWN ANCHORS; ,cccs o,,am n4,d..o,m e.mlm°w.,�n.e.s..mr<r>.°rmr..xas..,nl�y.a►....e Iw..mn m a m°m.°,.r R301 5 of the IRC,when Installed at the maximum clear span distance of 72 incites(1828 8 mm)between the WASHERS ATTACH BLOCKING W TH lOD is od mW °I^reso°n°.mranypxxAo�om+la,+cnuaemms°naxaam•rr•�ams postal Z THREADED NAILS TOP AND C2MICCEYao,Wa SWACC uC,A IGMV 0 4.2 Installau°n` Installation must be In accordance with the manufacWrer's published installation L rlucws,tidy report,and a" DRAWING TITLE: BOTTOM EACH SIDE DIVISION:08 00 00- REPORT HOLDER: EVALUATION SUBJECT: Q guard height and opening limitations provisions specified In Section 1015 of the 2021 2018 2015 IBC(Section Z N WOOD,PLASTICS AND SCREEN TIGHT MESH GUARD SYSTEM 1013 of the 2012 and 20D9 IBC)end Seabn R312 of the IRC,as applicable.The manufacturer's published c. O �� COMPOSITES i Inatettellon InsWabns muss be available at the Jpbeibe at all times during Inatatiellon v1 ® When Installed on wood spades with the minimum specific gravity or 0 42 each PVC mesh guard base is GUARD POST Sion,08 4311i- cut to length and instated with the gafvwtined 14 gauge(1 63 mm � )a"minfoent track using#0 x 1 1/4 s t., Z Wood Railing M Inottea(31 6 mm)stainless steel screws spaced at 8 Inches(203 2 mm)on center.On vertical Installations of 0..•. the PVC mesh guard Case the galvanized 14 game 6 x 1 lulu)steel 8 m cernam trade was drilled t'/.Inch FRAMING ROOFING D E TA I l S � SECTION PLAN VIEW (19 1 lulu)from the top and bottom with an additional tt6 x 1-'1.irldh(318 lulu)slairdeSa steel screw to secure OUTSIDE JO ST MIN 2x8(NOM) the track to fix,PVC mesh guard base The mesh ecreening.cart to length along the orange atAdnre b etrdaned r 1, N 1.0 EVALUATION SCOPE woes the mesh guard base and installed by rolling the PVC net Spline with the orenpo stliping facing down, cr. drC sl.r . OUTSIDE GIST MIN. ALTERNATE ATTACHMENT OF Compliance with the following codes: cut to length me the cavity d the PVC mesh guard base with a screening tod.After the PVC flat spline is T ,,. J Inserted,the decorative PVC mash guard Cap Is cut to length and snapped Into prs-over the PVC mash 2x8(NOM.) HOLD DOWN ANCHORS TO ■2021.2018 2015,2012 and 2009 c rlr+err AIIN C,o uBG) guard base using a aloft mallet See Fim,re t for details. Tom° IIt ■2021,2016 2015 2012 and 2009 yg cr M Rsr+osrtf M Cade"1 IRC I 5.0 CONDITIONS OF USE PER MANUFACTURES'S Properties#valuated: The Mesh Guard System described In this report complies with,or is a suitable alternative to what In Specified In, ---It«-- °.■+ ` FRAMING MEMBERS POSSIBLE , r INSTRUCTION ■Structured those codes listed in Section 10 of this report,subject to the following conditions: nss"rswn n.v mrn„w wn w,w ■Durability 5.1 Installation must comply with this report the manufacture's published Insteflaticn instructions,and the , ■8uriaca Cufnimg characteristicsapplicable Code When the manufacturer's published Installation Instructions differ from INS report,this PROJECT MANAGER: GS report govergoverns.eal. )��••'�+� - r ae- 2 0 USES 3.2 This product Is gmced to hterlor and exterior use as an In-flti"am on guards for betooues,porches,and •l a Ir. ••+v••wv w►• The Mesh Guard System described In this report is limited to Interior and extener use as on h-fill system on decks of Type V•8(ISC)construction,and dwellings constructed In accordance with the IRC DRAWN BY: CHECKED BY: GS guards for balconies porches and decks of Type V43(IBC)construction and dwellings construct In 5.3 Only those fasteners and fastener configurations described In this report have been evaluated for the °,..•r..wuw.lure4enulwwcWurm IYK. �� accordance with the IRC himsation of the in-NI system to the untreated or presetvatNo-treeted wood gulw 3.0 DESCRIPTION 5.4 The design of iho wood guards(untreated and preservative-imated)must be by a registered design FIGURE 1-MESH GUARD SYSTEM profssslrtal where required by the s'atuss of the jurisdiction in Which this W4W b to be Constructed 3.1 Oan•ni: Calculations and details showing comptiance must be submitted to the Code official. The Mesh Guard System corrolatal of guard In-nil Component$ritanod on ohhar wood r,a.•Iwe or preservative- 5.5 The Mesh Guard System Is manufactured in Georgetown.South Cardona,wrier a quality oomrd program PROJECT#: GSA-040125 treated wood framed guards with Irspectnons by ICC-ES 3.2 In-fill System. 6,0EVIDENCE SUBMITTED DATE: 04/01/25 3.2.1 General:The Mesh Quad system Is installed on guards with a minimum height of 38 Inches(914 mm) 6.1 Date In eccordanos with ASTM D7032 for the Inddl load requirements of the mad+sosening or maximum height of 44 Inches(1117 6 mm;above mine walking surface.The mash screening consists of a 6.2 Date In accordance with ASTM D7032 for the durability retruiromott$of the mash saoanrig and PVC virtyl coated poyestsr core yam"voven with a visible orange striping along the top and bottom borders The components WIN mash somerdng Is hold In place vdth an extrudedyvt ponyl chloride(PVC)flat sp8no with a vlsibio orange re rolled Into the cov,ty of the extruded PVC mesh guard base with a screening tool A galvanized 8.3 Dale In oeepdance with ASTM E84 for rho surface-burning characteristics of crw mesh screening and PVC Striping:both a 14 gauge(1.63 mm)at"reinfo cement track Is used to space the PVC mash guard base to the wood homing oanponwa A decorative PVC mesh guard cap maps over the PVC mesh guard base and comes In white bolgo gray 7.0 IDENTIFICATION ' and brown,The PVC mesh guard base and cep come m 1-1/r Inch(38 1 mm)widths See Ea2arlal for doWI3 of the Mesh Guard System 7.1 The Mbeh Guard System dosrrbW In this report must be Identified by a stamp an each"Nxtual piece or e 4tm on the packaging bearing the report holder's name(Screen Tight)product name(Mesh Guard HANDLS AND GUARDRAILS DETAILS Systems and the ICC-ES evaluation report number(ESR•39M) A-300 A NOT TO SCALE recp n a s e DECK EDGE F1 i I JOISTS o 0 0 202 PT,a CARRIAGE MIN. fi GABRIELLE SALMAN ARCHITECT BLOCKING HUNG FROM SIMPSON STRONG-TIE JOISTS AND RISER H SEISMIC&HURRICANE TIES Pleasantville, Bedford Road,Suite 189 (H2.5) Pleasantville,NY 10570 RISER INSTALLED @ 32'O.C. SIMPSON STRONG-TIE Phone Number:(914)773-1818 STRINGER BOLTED TO HCP HIP CORNER PLATE Fax Number:(914)773-1514 CONCRETE PAD CARRIAGE WITH SPACERS (HCP) BETWEEN HCP2 2x MEMBER SIZE E-mail:GSalmanAIA@aol.com HCP4 4x MEMBER SIZE Q 2W6 GABRIELLE SALMAN ARCHITECT IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A STAIR CARRIAGE WITH STRINGER HURRICANE TIE HIP CORNER PLATE LICENSED PROFESSIONAL,TO ALTER AN REM IN ANY WAY IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED,THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. • (D�NOT PICAL STAIR DETAIL RAFTER TO SCALE ° 12' ' RIDGE BEAM BEAM OR 12' • • OUTSIDE JOIST • co REV. DATE: DESCRIPTION: Izo 1 04/11/25 BUILDING DEPARTMENT SET fh DECK OR STAINLESS STEEL �'.'!•'.'., LANDING CUP TO BE SECURE Y :: :�' •' RIDGE BEAM DETAIL SIMPSON STRONG-TIE STRUCTURE AT EACH y RIDGE RAFTER STRINGER AS CONNECTOR RR SLOPED JOIST HANGER, REQUIRED INSTALLED AT All LSC ADJUSTABLE/LSC HERS CANTILEVER STAIR 48"x48'x6"DEEP RIDGE BEAt STRINGER CONNECTOR CONCRETE PAD UPPER BEARING AT DECK LOWER BEARING AT FOOTING D( �STAIR CONNECTION ALE:1"=1'-0" • ° • bx6 POST F� Fz � ,3)2x BEAM (2)2x BEAM ,��RED����• LSSU28 ��\y��LLE 8 c� SIMPSON STANDOFF POST SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE �BASE Q ` ��P� ;2)SIMPSON SIMPSON POST H SEISMIC&HURRICANE TIES DOUBLE SHEAR JOIST ADJUSTABLE LIGHT SLOPEABLE/ POST CAP CAP LCE4 ON (H10) HANGER SKEWABLE U HANGER LPC6Z INTERIOR Of INSTALLED @ 32'O.C. (LUS28) (LSSU28) �q� 9 yoQ 18'DIA. PLATFORM INSTALLED @ ALL JOISTS INSTALLED @ 32'O.C. 9 OF 2 9 SONOTUBE 42" 6x6 POST MIN.BELOW 4x4 POST j- WITH GRADE FILLED CONCRETE TRUSS RAFTER JOIST HANGER 9 FRAMING CONNECTION AT POST FRAMING DETAILS EXPIRATION DATE:AUGUST 31,2025 SCALE:1"=1'-0" )�NOT TO SCALE PROJECT NAME EXISTING REAR DECK TO BE REMOVED AND REPLACED EXISTING REAR DECK WITH NEW REAR DECK WITH SUNROOM PROJECT ADDRESS 42 HILL-ANDALE RD RYE BROOK,NY 10573 POST 2x6 TOP CAP OR EQUAL SEE FRAMING PLAN SIMPSON DECK TENSION DRAWING TITLE: SIMPSON DECK TIE DTT2Z TENSION TIE DTT2Z 2x4 TOP RAIL NG OR EQUAL 2x2 WOOD BAIASTERS F RAM I N G DETAILS POST SEE FRAMING PLAN Z OR EQUAL SPACED AS TO RQECT PASSAGE OF 4' "DIAMETER THRU T DIAMETER SPHERE BOLTS ?DIAMETER THRU BOLTS OST 5V O.C.MAX. PLAN VIEW N VIEW @POST PROJECT MANAGER: GS 2x4 BOTTOM RAILING OR EQUAL DRAWN BY: _T CHECKED BY: GS SCALE: PROJECT#: GSA-040125 SEE FRAMING PLAN DATE: 04/01/25 DRAWING#: SECTION VIEW @ RAILING RAILING AND POST CONNECTION A-301 8 SCALE:1"=1'-0.