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HomeMy WebLinkAbout50513-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT ,v TOWN CLERK'S OFFICE SOUTHOLD, NY st sm .° BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50513 Date: 4..4...... .. . ...........................www.__._. — Permission is hereby granted to: Grigoratos, Stanley Rd Matt 380 m._......... _ .... ......— ���...... _ .... _ . ........... ituck NY 11952. . ..............................�..mm_�_. ___.............. .......... — —____ _ To: Construct a deck addition to an existing single-family dwelling as applied for. At premises located at: tuck 80 StanleyRd, att....... SCTM # 473889 Sec/Block/Lot# 106.-7-28 Pursuant to application dated 2/27/2024 and approved by the Building Inspector. To expire on ............10/4/2025. w................. Fees: SINGLE FAMILY DWELLING—ADDITION OR ALTERATION $441.50 CO—ADDITION TO DWELLING $100.00 Total: .�........ $...........�e_...........�e 541.50 .....................ee � . ........ Building Inspector �' tF TOWN OF SOUTHOLD—BUILDING DEPARTM E C EEW E Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,N � 971-0959 � c , . v wry � Telephone (631) 765-1802 Fax (631) 765-9502 tit �:1��� .soa�tl7 inn N: o c ved n, Iep : _nt PERMITAPPLICATION FOR BUILDING Town Of)0 U o;, e For Office Use Only ° PERMIT NO, 50 5 I ✓%� Building Inspector: UN 0 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an µ . Owner's Authorization form(Page 2)shall be completed. Date: �Q a OWNER(S)OF PROPERTY: Name: A7 0 r�-S SCTM # 1000- Project Address: 3&a Sjv—n Ley V- ✓ha }h' 4v cam( r q S Phone#: q(' Email: Mailing Address: CONTACT PERSON: Name: �Gtr r Ma V yk0, 3� Mailing Address;,. Phone# Email: . lcyk� DESIGN PROFESSIONAL INFORMATION: 0 Name: to b " b Mailing Address: r Phone#: I/V�/ 9S7 Email: CONTRACTOR INFORMATION: Name: 1,-AeC-&7 �j•t�' -� Mailing Address: 70 d-cc( /o(44-, ( )'Q Phone#: (4 3 18 3 D S S940 Email:�G Y vh vd-ldvdrd*3jerr, 4 DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ,Addition ❑Alteration ❑Repair ❑Demolition 04,0 Esti jai Cost of Proj ct: ❑Other $ UOU (7� Will the lot be re-graded? ❑YesZNo Will excess fill be removed from premises? ❑Yes ❑No 1 i lum"'�"rg ,,�:,,n..r �' ^t., ,., /., „ „ .. ^j, ,i✓/:.,,v, r ,,..(,a r(, ,d r ,.„r�' n„ „./ ,: 1,/ �wd.?d' S G Y. f✓,(a r ,r�. .mod ..ofui,r.; / ,,1 ,J ,/n, ,, -,-0aY'iip. ' ,,,, r ;,., �rd f ye,�l;� ,>v�Gi , nV, � J�rl/1 �7 ��Yaf�,F.�n rnl fia, 1J, 1•�loir r -1111 iiL �����/�„�', ,v�✓ ,,jY"a�%�l�r.,�Y ,Ud l�ii1�^;�n,�,,r„i�a�i%/, �I���n'.'.qF Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes`XNo IF YES, PROVIDE A COPY. s t u ; Application Submitted By(print name): XAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW Y ) SS: COUNTY OF I EzIJ A (M&MM_OL_ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Contractor,Agent, Corporate Officer,( ,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his/her knowl'ed e an b h f• that the work will be performed in the manner set forth in the application file therewit 4UOLINMMACAMUR Notary Public-State of New wr York 635 Sworn before me this NV.fitn B i Qwelified in S,IaPfat�County'i7 ��b i my commission Expire L-�day of JU N� , 20 Z3 ..... _ .............� NotaryPublic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) (I residing at u ..L 3 I �� "l a do hereby authorize �J �I `� )-- „to apply on my(behalf to the Town of Southold Building Department for approval as described herein. h7! Owner's Sign ure 6 Date Print Owner's Name 2 LAND N/F OF JASKOWIAK ELEWSKL scT I is FINPI S 87°11'00" E YARD .00' 'W BW BAY WINDOW LEGEND 0 E N i _:.........._.. ... EXISTING FENCE'. PROPOSED FENCE I'OFF PROPERTY LINE CONC CONCRETE 0 0 ® WATER VALVE 0 O CB CATCH BASIN CO ,yy 3 TREE& SIZE (JDDRAIN INLET q —r—.—+�--CHAIN LINK FENCE WA —PROPERTY LINE ---.FILE MAP LOT NUMBER 110 W Q MONUMENT(MON) OJ ® W O OHUL OVERHEAD UTILITY LINES I� j rc a o TAX LOT 28 ' AREA= 20,020. Sq. Ff. y" a460 ACRE Y A R D . 4 p� YARD �r 4 14 4-W 45'i tl/" E N PROPOSE. STOOP WOOD 0 CK Q.�.. i^-^—^14,i" R. 1 1.7 TOOP 3 No. 380 CONC I STORY FRAME PRIOR frNCr S 0 & BASEMENT GAGE Uj AT GRADE 1 STOOF CUR - a 0 1,41E 00 /0� CONC �t7OP� 0� Y A R 0 Do VAR D ,v 0 0 a rc a Y A R D '...ICU ICU3 0 3 I�� 4I\ z Z E I N �` 1 V 0. t o CURB , U ROW OF TREES ° 1 �' MON F'Og0 G4y'Ehpy�� Icy w7 p. o, 7 011"00"" Rowe 870 1 PooPP MOE OF PAVEMENT EDGE OF PAVEMENT STANLEYROAD DESIGNATED AS LOT No. 4 (ASPHALT PAVEMENT) ON MAP OF SUNSET KNOLLS" GENERAL NOTES 1. This Is to certify that there are no visible streams or natural water courses in the property as shown on this survey. FINAL SURVEY Date of Survey: May 11, 2023 PROPERTY SITUATED AT 380 STANLEY ROAD TUCK IVY Lanai S U ry o r ya IPI TOWN y t TOWN OF SOUTHOLD 77-16164 Street Suite 301 Fresh Meadows,NY 11366 COUNTY OF SUFFOLK ) STATE OF NEW YORK Tel:718-591-6600 Tel:212-732-1575 Tax Section: 106 r www.nylandsurveyor.comp " 4 Tax Block: 7 w nylandsurveyor@gmail.com Tax Lot: 28 Records at: EARL B.LOVELL•S.P.BELCHER,INC.& JRCK R66I501V HRbL INAUTMORIZED ALTERATIIXi OR ADDITION TO THIS SURVEY 15 A VIDIATION OF SECTION 7209,OF THE NEW YORK STATE EDUCATION LAw.. COPIES OFTHIS SURVEY NOT BEARING THE LAND SURVEYOR'S: "'^�nm",m.D'.+i ' INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID THUS COPY, CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TD THE ASSIGNEES OF THE LENDING INSTITDTI-CERTIFICATIONS ARE NOT TRANSFERABIE TO Ramzan Alli License No.0504571 AZM✓51Nm1aX 1.11'1AIIICAV OR!b.AIld:Vir1FAIT'ONW�'RI- E Workers' CERTIFICATE OF SYORK TATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured UNLIMITED OUTDOOR DESIGNS INC 631-838-5586 70 DALY PL COPIAGUE,NY 11726 1c,NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured (Only required if coverage is specifically limited to 1 d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State, i.e., a Wrap-Up Policy) Number 84-3114395 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) State Farm Fire and Casualty Company Town of Southhold 54375 NY-25 3b.Policy Number of Entity Listed in Box"1 a" Southold, NY 11971 92-C8-V867-3 3c.Policy effective period UZI IUILVLJ to UZI IU/LUL4 3d.The Proprietor, Partners or Executive Officers are ❑ included.(only check box if all partners/officers included) Z all excluded or certain partners/officers excluded„ This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Santos Cortez (Print nameof authorized representative or licensed agent of insurance carrier) Approved by: :3441 C/,57C-,4= 06-20-2023 (Signature) (Date) Title: Agent Staff Telephone Number of authorized representative or licensed agent of insurance carrier: 718-413-0033 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov DATE(MM/DDNYYY) CERTIFICATE OF LIABILITY INSURANCE 02/10/2023 C THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER NA �CON TAt Kenny Vega SfateFarM Kenny Vega o ,Ext c 718-413-0033 . 718-502-8479 y g _.. _.. 39-20 Queens Blvd E•MA°L Kenn v a,elvO@statefarm.com Sunnyslde,NY 11104 INSURER(.SI AFFORDING COVERAGE NAIC# INSURER A: State Farm Fire and Casualty Compay 25143 INSURED INSURER B: UNLIMITED OUTDOOR DESIGNS INC INSURERC: 70 DALY PL INSURER D„ COPIAGUE, NY 11726 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ADD SUB ....PDOCS' F"DUCY EXP I LTR TYPE OF INSURANCE INSO WVD POLICY NUMBER MM/DDNYYV MMIDDNYYX LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE DAMAGE TO RENTED 100,000 OCCUR PR Eamwr bawl $ MED EXP(Any one person) $ 5,000 ......... .... .......__ A _ Y Y 92-C8-V865-9 02/10/2023 02/10/2024 PERSONAL&ADV INJURY $ 1,000,000 , -- ....... ........ GEN'LAGGREGATEL ..... .....------- IMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 PRO- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 �POLICY JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED ......w__mm-....— AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED AUTOS ONLY AUTOS ONLY P r ccident __ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ LESS LIAB CLAIMS-MADE AGGREGATE $ RETENTION $ $ WORKERS COMPENSATION PDISEASE OTH- AND EMPLOYERS'LIABILITY $I ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N T $ 1,000,000 A OFFICER/MEMBER EXCLUDED? �Y N/A 92-C8-V867-3 ••••••••(Mandatory in NH) MPLOYE $ 1,000,000If yes,describe underDESCRIPTION OF OPERATIONS below CY LIMIT $ 1.000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE FOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southhold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 NY-25 AUTHORIZED REPRESENTATIVE Southold, NY 11971 ©1988-2015 ACORD ORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1001486 132849,14 04-13-2022 D WOOD FRA"..'.\4E DECK FOR AN EXISTI.",1qG SINGLE FAMILY DWEIIII 11 ING PROPOSE 6. 380 STANLEY RD , MATTITUCK, NY 11952 RESIDENTIAL-COMMERCIAL 70 E.MAIN STREET PHONE:(631)6826-157 PATCHOGUE,NY 11772 infoea mlcarchitecture.com GENERAL NOTES CONCRETE AND FOUNDATION NOTES SEAL PROJECT DATA 1. THE FINISH GRADING SHALL BE SLOPED AWAY OF THE FOUNDATION AS PER 2020 NYSRC,SECTION 1. ALL WORK SHALL COMPLY WITH THE 2020 NEW YORK STATE RESIDENTIAL CODE(2020 NYSRC)AND ALL OTHER R401.3. �,RE D Q RC APPLICABLE LOCAL CODES AND REGULATIONS OF AGENCIES HAVING JURISDICTION. Gj� \,\3 C OWNER.................................................. CHRISTINA GRIGORATOS 380 STANLEY RD. 2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. ALL CAST IN PLACE CONCRETE WORK SHALL BE STONE CONCRETE WITH A MINIMUM 28 DAY 4,.j MATTITUCK,NY 11952 COMPRESSIVE STRENGTH OF 4000 PSI. r 3. LARGE SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, 3. NO ADMIXTURES SHALL BE ALLOWED WITHOUT PRIOR REVIEW AND ACCEPTANCE BY THE ENGINEER. APPLICANT........................................... CHRISTINA GRIGORATOS 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS&CONDITIONS AT THE JOB AND THE OWNER OR ENGINEER MUST 380 STANLEY RD. BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. 4. ALL REQUIREMENTS FOR BATCHING,MIXING,FINISHING,CURING,ETC.SHALL BE AS PER ACI 301. I I I ��T d4362 y0� MATTITUCK,NY 11952 X I LAND N F OF i F OF NE 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND BE RESPONSIBLE FOR 5. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED VIRGIN SOIL,INCLUDING INTERIOR FOOTINGS. I LAND N/F OF JASKOW/AK TAX MAP NUMBER.............................. Dist. 1000 Sect. 106.00 Block 07.00 Lot 028.000 THE COORDINATION OF THE WORK WITH RESPECT TO MAINTAINING&PROTECTING THE DWELLING EXISTING I I A EWSKI ASSUMED SOIL BEARING CAPACITY 2,000 PSI. X X Unauthorized alteration or addition to this drawing HVAC,ELECTRICAL,PLUMBING AND OTHER SYSTEMS. I FENCE p t Y A R D 110.00 V I FENCE X 0.5'N S 8 1 0® X and related documents Is a violation of Section SITE AREA............................................ 20,020.0SF EXISTING FENCE �rO.B'w 7209of1neNewYorkStateEducationlaw 6. ALL DIMENSIONS AND LOCATIONS OF EXISTING STRUCTURAL AND ARCHITECTURAL COMPONENTS SHALL BE WOOD CONSTRUCTION FRAMING NOTES n -1 CONSULTANTS VERIFIED BY THE CONTRACTOR AND COORDINATED WITH THE NEW STRUCTURAL ELEMENTS PRIOR TO x >< X X X X X "-X-X-X-X-"-"- X-X-X-X-"- -"-'x-x-x-"-X-x-X ZONING................................................. R-40 DEMOLITION,FABRICATION OR CONSTRUCTION.ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PROPOSED F£NC£ 1' OFF P P£RTY LINE OF RECORD BEFORE PROCEEDING. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING,SHORING AND PROTECTING ALL WORK DURING CONSTRUCTION,AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND CURRENT USE..................................... SINGLE FAMILY DWELLING 7. PATCH VOIDS IN WALLS CAUSED BY REMOVAL OF ACCESSORIES OR FIXTURES TO MATCH ADJACENT FINISHES. MISALIGNMENT IN ACCORDANCE WITH APPLICABLE CODES,STANDARDS&GOOD PRACTICE. N cij PROPOSED USE................................... SINGLE FAMILY DWELLING 8. ALL EXISTING SPACES SHALL BE KEPT CLEAN,CLEAR,ACCESSIBLE AND USABLE DURING CONSTRUCTION AND 2• PROVIDE MOISTURE VAPOR BARRIER AS PER IRC,SECTION R318. OO i cc PREMISE SHALL BE BROOM CLEANED AT THE END OF EACH WORK DAY. 9. MATERIAL STORAGE OR PLACEMENT SHALL NOT EXCEED LOADING CONDITIONS FOR ANY SPECIFIC LOCATION. 3. PROVIDE FIRE BLOCKING AS PER 2015 IRC,SECTION R302,11 AND R602.8 `- VERIFY CONDITIONS WHEN IN DOUBT. 4. ALL STRUCTURAL WOOD FRAMING TO BE DOUG FIR LARCH#2 OR BETTER PROJECTCONTACTS ARCHITECT: 10. SUBSTITUTIONS MAY ONLY BE MADE WITH THE NOTIFICATION AND APPROVAL OF THE BUILDING INSPECTOR 5. PROVIDE TERMITE SHIELD PROTECTION AS PER 2015 IRC(R318). 4i MLC ARCHITECTURE P.C. AND THE ENGINEER OF RECORD. 6. HOLD DOWNS SHALL BE INSTALLED AT LOCATIONS SHOWN ON PLAN.A CONTINUOUS LOAD PATH Z 3 11. SAFETY GLASS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS: J 70 EAST MAIN STREET FROM THE HOLD DOWN TO THE FOUNDATION SHALL BE MAINTAINED.REFER TO DETAIL SHEET FOR • ANY GLAZING IN ANY DOOR TYPE. a PATCHOGUE,NY 11772 HOLD DOWN DETAIL. o P< GLAZING IN ANY WALLS ENCLOSING A SHOWER,TUB,SAUNA OR STEAM ROOM. � � W TEL(631)682-6157 ANY WINDOWS WITHIN 24"OF A DOOR. N o EMAIL-INFO@MLCARCHITECTURE.COM ANY INDIVIDUAL PANE OF GLASS WITH AN AREA GREATER THAN 9 SQ.FT,WHERE THE BOTTOM IS LESS THAN ENERGY CONSERVATION NOTES a o 18"ABOVE THE ADJACENT FINISHED FLOOR WITHIN 36"OF THE WINDOW. } I o • GLAZING IN WALLS OF SPAS&HOT TUBS WITHIN 5-0"OF THE WATER. W • GLAZING ADJACENT TO A STAIR OR WITHIN 18"OF A HANDRAIL. L CLIMATE-SUFFOLK COUNTY,NEW YORK-CLIMATE ZONE 4ALQ z 1. FENESTRATION REQUIREMENTS-IRR,SEC.N11021.2-CLIMATE ZONE 4 1.1. SKYLIGHT REMOVALS NOTES 1.2. GLAZED F NE TRA°TION U FACTOR=0.40 N � � SHEET INDEX 2. NEW LIGHTING SYSTEMS FOR ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH IRR ►_- 1. MATERIALS AND ASSEMBLY REMOVALS WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL AND � � Cr. STATE REGULATIONS, SECTION N1104.1-INSTALL HIGH EFFICACY LAMPS FOR REPLACED LIGHTING FIXTURES. p INCLUDING ALL PERMITS AND UTILITY CUTOFFS. 1 4.0' 4.5' � 2 3. PROVIDE AUTOMATIC OR GRAVITY DAMPERS ON ALL OUTDOOR AIR INTAKES AND EXHAUST PROPOSED DECK i�iTnrn 0 26,61' NO. TAG TITLE LAST REVISED 2. ALL DEBRIS AND CONSTRUCTION MATERIALS(C&D)FROM MATERIALS REMOVALS SHALL BE REMOVED FROM 4.33' r � r L! 13. T THE SITE BY THE CONTRACTOR AND LEGALLY DISPOSED OFF, LIM►T �__� lull _---13 _' 4. BLOWER DOOR TEST(IF REQUIRED FOR INTERIOR ALTERATION SCOPE OF WORK)TO BE TESTED @ 50 r 26.0' E 1 A 1 COVER SHEET/PLOT PLAN,GENERAL NOTES 02 26 24 3, MATERIALS AND ASSEMBLY REMOVALS WORK IS TO BE EXECUTED SO AS NOT TO DISTURB EXISTING STRUCTURAL PASCAL FOR CLIMATE ZONE 4(LESS OR EQUAL TO 3 ACH-AIR CHANGES PER HOUR) ToiSTING BE REMo°vE°D PROPOSE 1 W 'M AND ROOFING SYSTEMS,EXCEPT WHERE NOTED.VERIFY ALL CONSTRUCTION TO BE REMOVED IS NOT INTEGRAL r STOOP WOOD DECK 1611' TO STRUCTURAL SYSTEM PRIOR THE REMOVAL. 5. AIR BARRIERS AND THERMAL BARRIER TO BE INSTALLED ASA PER MANUFACTURER INSTRUCTIONS 30.0' 1i3 I- CURB 2 A-2 PROPOSED DECK FOUNDATION AND FRAMING PLANS 02-26-24 48.3' 1 31�, PROJECT NAME 6. ALL NEW HVAC DUCTS AND AIR HANDLER UNITS TO BE LOCATED WITHIN CONDITIONED SPACE OR to 3 A-3 EXISTING AND PROPOSED ELEVATIONS 02-26-24 4. PROVIDE ALL TEMPORARY BARRICADES,RAILINGS,LIGHTING,ETC.REQUIRED TO PROTECT THE WORKMEN, TO BE ADEQUATELY INSULATED. J r STOOP "r OWNER'S PERSONNEL AND OTHERS FROM INJURY DUE TO REMOVALS WORK.PROVIDE FREE AND SAFE PASSAGE OF PERSONS TO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. 7. AUTOMATIC OR GRAVITY DAMPERS SHALL BE INSTALLED ON ALL OUTDOOR AIR INTAKES AND I CONIC No. 380 N X -,r--xJ q PROPOSED EXTERIOR DECK 4 A 4 DETAILS 02 26 24PR FENCE N Z 1 STORY FRAME 5. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER-RAIN,WIND,STORM,FROST EXHAUST VENTS. 0 & BASEMENT GARAGE O 0 t" 5 5 A-5 FASTENING SCHEDULE 02-26-24 OR HEAT-SO AS TO MAINTAIN ALL WORK,MATERIALS,EQUIPMENT AND FIXTURES FREE FROM DAMAGES. AT GRADE 31.8' REPAIR ANY DAMAGE CAUSED BY THE REMOVAL AND CONSTRUCTION WORK WITHOUT ADDITIONAL EXPENSE -- " 2 QYERHAN�____ L _V_ NAKSz PROJECT ADDRESS TO THE OWNER, ENERGY CONSERVATION CONSTRUCTION CODE ® STOOP BW 1.0 E 6. PERFORM THE REMOVAL WORK IN SUCH A MANNER AS TO PREVENT DUST AND FIRES.REMOVE ACCUMULATED EXISTING STOOP DEBRIS PROMPTLY.ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL,WORKMAN LIKE MANNER. ® coNC TO BE REMOVED 0 o Y A R D [�^ 380 STANLEY RD. SEC,C103-CONSTRUCTION DOCUMENTS STOOP oe% `''J 7. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES,FURNISHINGS AND DECOR ITEMS SHALL SEC.C103.2.2 WRITTEN STATEMENT co Y A R D Q J MATTITUCK,NY 11952 BE STORED AND PROTECTED FROM DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE J - J V V TAKEN WITH THE SAME. "TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT,THESE PLANS AND p Y A R D o p a SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF 3 0 3 0 t Y N Central Dr 8. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN SERVICE IN SUCH A MANNER AS TO NEW YORK STATE" z w z 3 AVOID INTERRUPTION OF THESE LINES.CAP ALL UTILITY LINES TERMINATED BY THE DEMOLITION WORK IN A 0 (n ��� t� CLIENT MANNER APPROVED BY THE GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVING JURISDICTION. _ Z CURB ON FOUND ROW OF TREES 110.0o, z MON FOUN 0.4'E �� CHRISTINA GRIGORATOS N Captain Kidd Dr 9. PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREA'S WHERE DEMOLITION WORK IS BEING PERFORMED AND < `, ' j Z �` ` 05. 0• AREA'S WHICH ARE FINISHED OR IN USE SO THAT THE EXISTING AREA'S TO REMAIN WILL BE LEFT FREE OF ALL Captain Kidd Dr DUST AND DEBRIS AS A RESULT OF THE CONSTRUCTION OPERATIONS. Im p ®" Row of TREES 87 7.0 0•• REVISIONS 10. ANY AND ALL CONDITIONS NOT SHOWN HEREON AND UNCOVERED IN THE FIELD SHALL BE BROUGHT TO THE C B Number Revision Description Revision Date +v ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY,PRIOR TO ANY ACTION INVOLVING EDGE OF PAVEMENT EDGE OF PAVEMENT �a SAME. Ruth Rd 1. 11. ALL EXISTING ELEMENTS TO REMAIN SHALL BE PROTECTED DURING DEMOLITION. STANLEY ROAD 2 _� RuthRd ..................................................... ........................... m 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND/OR SHORING FOR ALL STRUCTURAL 4 _ Y WORK AS REQUIRED FOR STRUCTURAL STABILITY DURING ALL PHASES OF CONSTRUCTION (ASPHAL T PAVEMENT) -.......-.--. - ........ -............ ................-....... 5. ...................... Ru`r� m BASEMAP BY: V/ NY LAND SURVEYOR P.C. Stanley DATED: 05-11-2023 Designed By MC Date Submitted Rd Drawn By Date Created Stanley Rd MC 02-19-24 �a Approved By MC Scale AS NOTED Spar SITE County Tax Map Number: PLOT PLAN 1000-106.00-07.00-028.000 Regulatory Reference Number: o SCALE: 1" = 201-011 OO :; Title of Drawing: ocu .r COVER SHEET/PLOT PLAN, GENERAL NOTES LOCATION MA P_ A-1 SCALE: NOT TO SCALE Drawing Number: 1 5 Sheet of 0724 - HMR Project Number: WALL LEGEND 27'-7" T-V 3'4" 8'-10" 8'-10° EXISTING FRAMED WALLS TO REMAIN '4'�-- _ 2x12 P.T.SAWN STRINGER -- -- -- EXISTING CONRETE FOUNDATION WALLS TO REMAIN rz// ,/ ,� (2)-f x 10 P. . 1 0 x 4 8 x 4 PC.SLAB GIRDER W WITH 6 x 6 1%o WMM TO F --- a - - RECEIVE STAIRS 2� A. ! l a A A N i -- a ` 2x12 P.T.SAWN STRINGER (3)2 x 10 P.T.GIRDER ` / RESIDENTIAL-COMMERCIAL 16"0 SONOTUBE PIER 36"BELOW 70 E.MAIN STREET PHONE:(631)6826-157 GRADE MIN.WITH 6x6 PRESSURE PATCHOGUE,NY 11772 infoeamlcarchitecture.com TREATED POST AND ADJUSTABLE GALVANIZED POST ANCHOR n�. o WITH INTEGRAL ANCHOR BOLT. SEAL TYP.x 13 LIMIT OF PROPOSED o ® DECK ABOVE 1 ��RED ARC Cy��/ /J 27'-7" 7'-8" 8'-10" 5'-0" 3'-10" 441 01 a (3)2 x 10 P.T.GIRDER 0 625 Unauthorized alteration or addition to this drawing EXISTING CONCRETE E; Lj and related documents is a violation of Section FOUNDATION WALLS a O 7209 of the New York State Education Law 0 TO REMAIN.TYP. CONSULTANTS 0 EXISTING DWELLING LOWER LEVEL TO REMAIN UNDISTURBED (2)2 x 10 P.T. 4 1_ GIRDER 10" 11\.I 1 PROPOSED DECK FOUNDATION AND FRAMING PLAN SCALE. 27-3" 26-0" PROJECT NAME 4'4" 4'-0" 17-8" le 01 PROPOSED EXTERIOR DECK DN PROJECT ADDRESS 2 — , 8R A-4 380 STANLEY RD. MATTITUCK,NY 11952 CLIENT 0 1 x 6 DECKING CHRISTINA GRIGORATOS TO BE SELECTED BY OWNER REVISIONS 1 Number Revision Description Revision Date A-4 --------------------------------------- ............ ----------I................ 2. ............................................................. ................... EX.WINDOW EX.WINDOW EX.WINDOW E(.WINDOW TO REMAIN TO REMAIN TO REMAIN EX.e x O RD. TO REMAIN 4 3 - 4. - 5. - J ......................................................... ................I.......... EXISTING WOOD FRAME EXTERIOR REMAIN.TYP.WALLS TO Designed By MC Date Submitted Drawn By MC Date Created 02-19-24 Approved By MC Scale AS NOTED County Tax Map Number: 1000-106.00-07.00-028.000 Regulatory Reference Number: EXISTING DWELLING UPPER LEVEL TO REMAIN UNDISTURBED Title of Drawing: rEX� PROPOSED DECK FOUNDATION AND FRAMING PLANS A-2 Drawing Number: 2 5 PROPOSED DECK PLAN Sheet of 2 SCALE: 1/4'I=1'-0" 0724 - HMR Project Number: z Qu rV fl, EXISTING CHIMNEY EXISTING CHIMNEY TO REMAIN TO REMAIN EXISTING DWELLING TO REMAIN UNDISTURBED RESIDENTIAL-COMMERCIAL TOP OF RIDGE EXISTING DWELLING TO TOP OF RIDGE (ELEVATION ±14'-11") REMAIN UNDISTURBED (ELEVATION ±14'-11") 70 E.MAIN STREET PHONE:(631)6826-157 — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SEAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AR - TOP OF PLATE TOP OF PLATE C, (ELEVATIONF-G) C) 84") (ELEVATION EX.To EX.TO F-7 EXISTING STOOP F ' 04�3— EX.TO tAlb 11114 U b I Uur EX.TO EX.TO REMAIN REMAIN TO BE REMOVED REMAIN TO BE REMOVED EXISTING STOOP REMAIN REMAIN C? TO BE REMOVED 1 (T71 T�I ICI lT I� !!!���I IIII lT 11T Uneuthor¢ed alteration ar addition to this drawing FINISHED FIRST FLOORIII I FINISHED FIRST FLOOR EXISTING STOOP CONSULTANTS III ILJJ-L LLJ I I III -ILI (ELEVATION DATUM 04") (ELEVATION DATUM 0'-0") L7 —7 L 4 -4 �4 4 -4 -4 . 4 REMAIN 4' II III - EX.TO 41 .- - - . - . . - 4 4 4 4 4. .4 -44 4 GRADE 4 GRADE 4 4- . -- : - GRADE GRADE EXISTING CONCRETE EXISTING CONCRETE FOUNDATION WALLS AND FOUNDATION WALLS AND FOOTINGS TO REMAIN,TYP, FOOTINGS TO REMAIN.TYP. TOP OF FOOTING TOP OF FOOTING J4I ----- I------ I------------------------- -7- -- IV -------------------------------------------------------------------------------- L-------------------------------------------- J L-------------------------------------------------------------------------------------- EXISTING EAST ELEVATION EXISTING NORTH ELEVATION PROJECT NAME EXISTINC CHIMNEY EXISTING CHIMNEY PROPOSED EXTERIOR DECK TO REMAIN TO REMAIN EXISTING DWELLING TO REMAIN UNDISTURBED TOP OF RIDGE EXISTING DWELLING TO TOP OF RIDGE PROJECT ADDRESS (ELEVATION ±141-11") REMAIN UNDISTURBED (ELEVATION ±14'-11") % 380 STANLEY RD. MATTITUCK,NY 11952 TOP OF PLATE TOP OF PLATE CLIENT Ak (ELEVATION 84") (ELEVATION 84") CHRISTINA GRIGORATOS EX.TO EX.TO EX.TO REVISIONS F NEW GUARDRAIL, EX.TO EX.TO REMAIN REMAIN REMAIN EX.TO REMAIN REFER TO DETAIL REMAIN REMAIN Description Revision Date Number Revision DesL NEW GUARDRAIL z? 60 REFER TO DETAIL L ---------------------- --------------------------------- ........................... ........................... 3. ............................................................. . ......................... FINISHED FIRST FLOOR FINISHED FIRST FLOOR 4. ............................................................. ........................... (ELEVATION DATUM 0'-0") (ELEVATION DATUM 0'-0") 5. NEW WOOD FRAME DECK NEW WOOD FRAME 4A P.T.BRACING.AS PER DETAIL ON PAGE A-4,TYP.V4 �4 AS SPEC.ON PLANS DECK AS SPEC.ON 4A P.T.BRACING. 1+9 EX.TO Designed By Date Submitted NEW PRESSURE AS PER DETAIL ON NEW STAIRS, PLANS REMAIN MC TREATED POST AS PAGE A-4.TYP. REFER TO DETAIL NEW PRESSURE TREATED POST Drawn By Date Created SPEC.ON PLANS,TYP. I - % As GRADE Approved By MC Scale 02-19-24 GRADE GRADE GRADE SPEC.ON PLANS.TYP. MC AS NOTED County Tax Map Number: NEW STAIRS, 1000-106.00-07.00-028.000 EXISTING CONCRETE NEW CONCRETE 1 1 LANDING AS SPEC. EXISTING CONCRETE Regulatory Reference Number: FOUNDATION WALLS AND ;n I REFER TO DETAIL I FOOTINGS TO REMAIN.M. ON PLANS +1 1 FOUNDATION WALLS AND L- -J L- -J L- -J L -J L -J L- -J L -J L -J FOOTINGS TO REMAIN.TYP. Title of Drawing; TOP OF FOOTING NEW FOOTING AS _// TOP OF FOOTING _______________I___________________------F- SPEC.ON PLANS.TYP. F-I------------- -------------------------------------------------------------------- --- L----------------------------------------------J L----- ------- ------------------------------------------------------------------------ EXISTING AND PROPOSED NEW FOOTING AS NEW CONCRETE LANDING ELEVATIONS SPEC.ON PLANS.TYP. AS SPEC.ON PLANS 3 PROPOSED EAST ELEVATION A-3 SCALE: 1/4"=1'-O" SCALE: ! Drawing Number: 3 5 II II II II II II II Sheet of #rix 0724 - HMR Project Number: 44 j � RESIDENTIAL-COMMERCIAL EXISTING EXTERIOR WALL TO REMAIN 70 E.MAIN STREET PHONE:(631)6826-157 PRESSURE TREATED POST AS PATCHOGUE, NY 11772 info@mlcarchitecture.com 2" 2x PRESSURE TREATED RIM BOARD 1x6 DECKING. 1x6 DECKING. SPECIFIED ON PLANS NEW PRESSURE TREATED DECK JOISTS AS NEW PRESSURE TREATED DECK JOISTS AS ANCHOR BASE AS SPEC.ON PLAN SEAL EXISTING FLOOR JOISTS SPECIFIED ON PLANS SPECIFIED ON PLANS 2x PRESSURE TREATED RIM BOARD GRADE RE D !�/icy SIMPSON HURRICANE CLIP @ EACH JOIST.TYP. SIMPSON HURRICANE CLIP @ EACH JOIST.TYP. I I � ��� Cy��i� E� ' 0 NEW PRESSURE TREATED GIRDER AS SPECIFIED — NEW PRESSURE TREATED GIRDER AS SPECIFIED 7 CANTILEVER DECK JOISTS a a ON PLANS ON PLANS GALVANIZED POST TO BEAM CONNECTOR GALVANIZED POST TO BEAM CONNECTOR q z 000 3 6 2 5 �L NEW POURED CONCRETE (4, PSI)PIER ,9 475625 y0 PRESSURE TREATED POST AS SPECIFIED ON PLANS PRESSURE TREATED POST AS SPECIFIED ON PLANS FOOTING,36"BELOW FINISH GRADE F EX.CONCRETE FOUNDATION WALL a a OF- I I NE MINIMUM OR TO UNDISTURBED SOIL I I (TYPICAL ALL) Unauthorized alteration or addition to this drawing a. and related documents is a violation of Section 7209 of the New York State Education Law CONSULTANTS DECK END DETAIL DECK END DETAIL 2 POST DETAIL 1 SCALE: NOT TO SCALE SCALE: NOT TO SCALE 3 SCALE: NOT TO SCALE 1%"0 MIN.TO 2"0 MAX ROUND HANDRAIL OR IF NOT ROUND,PERIMETER DIMENSION M PRESSURE MIN.4"AND MAX 6 4"WITH A MAX CROSS GIRDER AS PER PLANS TREATED PICKET TYP. SECTION OF 2 4" 4A PRESSURE TREATED POST TYP. SPACE BALUSTERS SUCH THAT A 4"0 SPHERE OR LARGER CANNOT PASS 2'-0111 TYP. THROUGH PROJECT NAME KBS1Z BRACING CONNECTO KBS1Z BRACING CONNECTOR �5 4 PROPOSED EXTERIOR DECK 6x6 PRESSURE TREATED �6x6 PRESSURE TREATED DIAGONAL BRACING DIAGONAL BRACING g NOSING R=Y2"MAX PROJECT ADDRESS OPENINGS SHALL NOT ALLOW 380 STANLEY RD. PASSAGE OF 4"DIA,SPHERE MATTITUCK,NY 11952 KBS1Z BRACING CONNECTO KBS1Z BRACING CONNECTOR M 1�"MAX.PROJECTION GENERAL NOTES: 1 POST AS PER PLANS -REQUIRED GUARD RAILS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,PORCHES,BALCONIES OR LANDINGS, " °° ` CLIENT SHALL BE NOT LESS THAN 36"IN HEIGHT AS MEASURED VERTICALLY ABOVE THE.ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGE OF THE TREADS. CHRISTINA GRIGORATOS -GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT a.GUARDS SHALL RESIST A CONCENTRATED LOAD OF 200 POUNDS b.INTERMEDIATE RAILS,PICKETS,AND POSTS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS POSITION BOTTOM RAIL OF GUARD RAIL NOTE:SIMPSON KBS1Z CONNECTOR SHALL BE INSTALLED AS PER MANUFACTURER'S SPECS. SYSTEM SUCH THAT A SPHERE 6"CANNOT PASS REVISIONS THROUGH Number Revision Description Revision Date 4 BRACING DETAIL 5 GUARDRAIL DETAIL 2: ...................... . . ....................... ......................... SCALE: NOT TO SCALE SCALE: NOT TO SCALE 11"MIN. 3. 4. - - 5. - NOTES: -STAIR WIDTH SHALL NOT BE LESS THAN 36"CLEAR AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL Designed By MC Date Submitted NOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND Drawn By Date Created LANDINGS,SHALL NOT BE LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27"WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. (NYSRC 311.7.1) MC 02-19-24 Approved By MC Scale AS NOTED -HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS(NYSRC 311.7.8) County Tax Map Number: 1000-106.00-07.00-028.000 -REQUIRED GUARD RAILS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36"IN HEIGHT AS MEASURED Regulatory Reference Number: VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGE OF THE TREADS. Title of Drawing: -GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT • GUARDS SHALL RESIST A CONCENTRATED LOAD OF 200 POUNDS • INTERMEDIATE RAILS,PICKETS,AND POSTS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD OF 50 POUNDS DETAILS STAIn i ILA-4 SCALE: SLE Drawing Number: 4 5 Sheet o 0724 - HMR Project Number: FASTENING SCHEDULE TABLE R6023(1) FASTENING SCHEDULE TABLE R602.3(1)CONTINUED FASTENING SCHEDULE TABLE R602.3(1)CONTINUED ALTERNATE ATTACHMENTS TO TABLE R602.3(1)-TABLE R602.3(2) � - NUMBER AND TYPE OF NUMBER AND TYPE OF ITEM ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS TEM DESCRIPTION OF BUILDING ELEMENTS FASTENER a b c SPACING OF FASTENERS DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c SPACING OF FASTENERS SPACING(c)OF FASTENERS FASTENER a,b,c NOMINAL MATERIAL DESCRIPTION(a,b)OF FASTENER 1 - �""" 7 ROOF 4-8d box(21/2"x 0.113");or " " THICKNESS AND LENGTH inches , " 4-16d box 31 2 x 0.135 ,or (inches) (inches) Edges Intermediate A s'1-k r /; i1�t�-�,.�I �_(-1 1 I R � ? �1 ( / ) (inches) supports(inches) 3-16d box 31 2"x 0.135 ;or 3-16d common(31/2"x 0.162");or J 28 Ledger strip supporting joists or rafters At each joist or rafter, 4-8d box(21/2"x 0.113")or 4-8d common(21/2"x 0.131");or Toe nail 4-10d box(3"x 0.128' ;or face nail Wood structural panels subfloor,roof(g)and wall sheathing to framing and particleboard wall sheathing to framing(f) 3-8d common(21/2"x 0.131'�;or 4-10d box(3"x 0.128");or 4-3"x 0.131"nails 1 Blocking between ceiling joists or rafters to Toe nail 16 Top or bottom plate to stud 4-3" x 0.131"nails Staple 15 ga. 4 8 RESIDENTIAL-COMMERCIAL top plate 3-10d box(3"x 0.128");or 3-311 x 0.131"nails Up to 1/2 0.097-0.099 Nail 21 3 6 70 E.MAIN STREET PHONE:(631)6826-157 3-16d box(31/2"x 0.135");or Staple 16 ga.29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail 4 3 6 Qa PATCHOGUE, NY 11772 info@mlcarchitccture.com ' 4-8d box(21/2"x 0.113')•or 2-16d common(31/2"x 0.162");or End nail 3-10d box(3"x 0.128');or 0.113 Nail 2 3 6 SEAL 2 Ceiling joists to top plate 3-8d common(21/2a x 0.131�;or Per joist,toe nail 3-3" x 0.131'nails SPACING OF FASTENERS 3-10d box(3"x 0.128");or 19/32 and 5/8 Staple 15 and 16 ga.2 4 8 3-3" x 0.131"nails ITEM DESCRIPTION Of BUILDING NUMBER AND TYPE OF FASTENER a,b,c Edges Intermediate 0.097-0.099 Nail 2 4 8 ,RED PC 3-10d box(3"x 0.128");or ELEMENTS supports c,e ��� ���S Cy, 17 Top plates,laps at corners and 2-16d common(31/2"x 0.162' ;or Face nail Ceiling joist not attached to parallel 4-10d box 3"x 0.128";or " " (inches)h (inches) Staple 14 ga,2 4 8 3 g J p ( ) Face nail intersections 3-3 x 0.131 nails I I I Staple 15 ga.13/4 3 6 rafter,laps over partitions[set?Sections 346d common(31/2"x 0.162");or Wooc.structural panels,subfloor,roof and interior wall sheathing to framing and particleboard R802.3.1,R802.3.2 and Table R802.5.1(9)] 4-3"x 0.131"nails 23/32 and 3/4 0.097-0.099 Nail 21 wall sheathin to framin 4 4 8 3-8d box(21/2"x 0.113");or g g J' Ceilingjoist attached to parallel rafter(heel 18 1"brace to each stud and plate 2-8d common(21/2"x 0.131T or Face nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Staple 16 ga.2 4 g qTF o/a3 y0� ) p Face nail 2-10d box(3" x 0.128");or Staple 14 a 21 4 8 OF NE 4 joint) Table R802.5.1(9) p g 4 (see Sections R802.3.1 and R8(�2.3.2 and Table 2 staples 13/4" 30 3/8" - 1/2" 6d common(2"x 0.113")nail(subfloor,wall)i 6 12 f i "x 0.113 Nail 21 3 6 Unauthorized alteration or addition to this drawing R802.5.1(9)] 8d common(21/2 0.131 )nail(roof) 1 4 and related documents Is a violation of Section 3-8d box(21/2"x 0.113");or Staple 15 ga.2 4" 4 8 7209 of the New York State Education Law 19 1"x 6"sheathing to each bearing 2-8d common(21/2"x 0.131");or 31 19/32" 1" 8d common nail(21/2"x 0.131") 6 12 f 2 CONSULTANTS 5 Collar tie to rafter,face nail or 4-10d box 3"x 0.128";or Face nail each rafter 0.097-0.099 Nail 21 4 8 ( ) 2-10d box(3" x 0.128")•or Face nail 14" x 20 ga.ridge strap to rafter 3-10d common(3"x 0.148');or 2 staples, a,13/4'ion 4-3"x 0.131"nails p g g 32 18„ 14„ 10d common(3"n 0.148")nail;or 6 12 NOMINAL MATERIAL SPACING(c)OF FASTENERS DESCRIPTION a,b OF FASTENER 8d(21/2 x 0.131 )deformed nail THICKNESS AND LENGTH((in(inches) Edges Body of panel(d) 3-16d box nails(31/2"x 0.135�;or 2 toe nails on one side 3-8d box(21/2"x 0.113");or (inches) (inches) (inches) 6 Rafter or roof truss to plate 3-10d common nails(Y x 0.148");or and 1 toe nail on 3-8d common "x 0.1 x ");or );or OTHER WALL SHEATHING g 4-10d box(3"x 0.128");or opposite side of each 3-10d box o x(21/2" x 0. Floor underlayment;plywood-hardboard-particleboardf-fiber-cement(h) 4-3"x 0.131"nails rafter or truss(i) 3 staples,l"crown,l6 ga.,13/4"long 33 1/2"structural cell'ilosic fiberboard 11/2"galvanized roofing nail,7/16"head 20 1"x 8"and wider sheathing to each sheathing diameter,or 1"crown staple 16 ga.,11/4"long 3 6 Fiber-cement 4-16d(31/2'x 0.135");or bearing Face nail 3-10d common 31 2"x 0.148";or Wider than 1"x 8" 13/4"galvanized roofing nail,7/16"head " ( / a . ) 4-Sri box 21 2"x 0.113" or 34 25/32 structural cellulosic fiberboard diameter,or 1"crown staple 16 a.,11 4" 3d,cOrrosion-resistant,ring shank 3 6 4-10d box(3 x 0.128 ),or Toe nail ( / )% sheathingp g / 3 6 nails(finished flooring other than tile) 4-3"x 0.131"nails 3-8d common(21/2"x 0.131");or long 7 Roof rafters to ridge,valley or hip rafters or 3-10d box(3" x 0.128");or 11/2"galvanized roofing nail;staple Staple 18 ga.,7/8 long,1/4 crown roof rafter to minimum 2"ridge beam 4 staples,1"crown,16 ga.,13/4"long 35 1/2"gypsum sheathing(d) galvanized,11/2"long;11/4"screws,Type W 7 7 (finished flooring other than tile) 3 6 3-16d box 31/2"x 0.135");or 2-16d common(31/2"x 0.162");or or S 11 long x.121 shank x .375 head 3-10d box 3"x 0.128" or End nail FLOOR 13/4"galvanized roofing nail;staple 1 4 4 g 8 8 ( )� 36 5 8" sum sheathing d alvanized,l5 8"ion ,15 8"screws,Type W / diameter corrosion-resistant 3-3"x 0.131"nails / gypsum g( ) g / g' / YP 7 7 (galvanized or stainless steel)roofing 4-8d box(21/2"x 0.113'�;or I or S nails(for tile finish) WALL 21 Joist to sill,top plate or girder 3-8d common(21/2"x 0.131");or WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 1 3-10d box(3"x 0.128");or Toe nail 14 long,No.8 x.375 head diameter, 3-3" x 0.131"nails ribbed wafer-head screws 8 8 16d common(31/2" x 0.162") 24"o.c.face nail 6d deformed(2" x 0.120)" nail;or (for file finish) 8 37 3/4 and less 8d common(21/2"x 0.131")nail 6 12 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 8d box(21/2"x 0.113") 4"o.c.toe nail Plywood rr ,t 16'o.c.face nail „ „ 8d common(21/2"x 0.131")nail;or 1 3 x 0.131 nails 22 Rim joist,band joist or blocking to sill or 38 7/8 1 " a 6 12 14 ring or screw shank nail-minimum 3 6 PROJECT NAME top plate(roof applications also) 8d common(21/2"x 0.131");or 8d deformed(21/2 x 0.120 )nail 2 g ( ) 16d box(31/2" x 0.135");or 1/4 and 5/16 121 a 0 099" shank diameter 12"o.c.face nail 3" box 3"x 0.128";or 6"o.c.toe nail 10d common(3" x 0.148")nail;or Staple 18 ga,,7/8,3/16 crown width 2 5 PROPOSED EXTERIOR DECK 9 Stud to stud and abuttingstubs at intersecting 3" x 0.131 nails („ ) 1111 Jill 6 12 g 3 x 0131 nails 39 wall corners(at braced wall panels) 8 4 8d deformed(21/2"x 0.120")nail 1 16d common 31 2"x 0.162" �� 14 ring or screw shank nail-minimum ( / ) 16 o.c.face nail 3-8d box(21 2"x 0.113";or 11 32,3 8,15 32,and 1/2 121 a. 0.099" shank diameter 1 / ) / / / / 2 g ( ) 6 8(e) PROJECT ADDRESS 23 1"x 6"subfloor or less to each joist 2-8d common(21/2"x 0.131");or Face nail 11 ring or screw shank nail-minimum 16"o.c.each edge face nail 16"o.c.each edge face nail 3-10d box(3"x 0.128");or For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0,447 m/s;1 ksi=6.895 MPa. 1 6 8 10 Built-up header(2"to 2"header with 1/2" 2 staples,1"crown,16 ga.,13/4"long 121 ga.(0.099 )shank diameter 380 STANLEY RD. spacer) 16d box(31/2' x 0.135") 12"o.c.each edge face nail 19/32,5/8,23/32 and 3/4 1 MATTITUCK,NY 11952 a.Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing Staple 16 ga.1 z 5-8d box(21/2"x 0.113'�;or Toe nail 2-16d common(31/2"" x 6 8 connections shall have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d 24 2"subfloor to joist or girder 3-16d box(31/2"x 0. . or Blind and face nail common nail)' larger than 0.142 inch but not larger than 0.177 inch 90 ksi for shank diameters x 0 and 100 ksi for shank Hardboard(f)11 Continuous header to stud 4-8d common(21/2"x 0.131");or diameters of 0.142 inch or less. CLIENT 4-10d box(3" x 0.128') b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. 11 long ring-grooved underlayment nail 6 6 c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. CHRISTINA GRIGORATOS 25 2"planks(plank&beam-floor&roof) 3-16d box(31/2"x 0.135");or 4dcament-coated sinker nail 6 6 At each bearing,face nail d.Four-foot by 8-foot or Woot by 9-foot panels shall be applied vertically. 0.200 16d common(31/2"x 0.162") 16"o.c.face nail 2-16d common(31/2" x 0.162") e.Spacing of fasteners nct included in this table shall be based on Table R602.3(2). Staple 18 ga.,7/8 long(plastic coated) 3 6 12 f.Where the ultimate deEign wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to REvistoNs Top plate to top 3" box 1" x 0.128");or 3-16d common 31 2"x 0.162" able end wall framing shall be spaced 6 inches on center.Where the ultimate design winds speed is eater than 130 mph,n a 12"o.c.face nail ( / ) g € p � p $r' p Particleboard Number Revision Description Revision Date plate 3 x 0.131 nails 4-10 box 3"x 0.128" or nails for attachingpanel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch 26 Band or rim joist to joist ( )� End nail p g pp p 1. - -- 4-3" x 0.131"nails;or distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. 4d ring-grooved underlayment nail 3 6 -- ------ . ..........-......-------------- --------- -8-16d common(31/2"x 0.162");or 2. -- - 4-3" x 14 a staples,7 16"crown Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard 1/4 ----------..............-------------.-.......... - -- - Double top plate splice for SDCs A-D2 with 12-16d box(31/2"x 0.135");or 9 ' p / g' Yp g Staple 18 ga.,7/8 long,3/16 crown 3 6 3. seismic braced wall line spacing<25' 12-10d box(3" x 0.128");or sheathing shall conform to ASTM C 208. 4 Face nail on each side of Nail each layer as h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported b framing members and required 6d ring-grooved underla underlayment nail 6 10 - ------------------------------ -- . .. . ... . 12-3"x 0.131"nails „ „Y p g g P g Pp P g pP Y g qY 5. end joint 20d common 4 x 0.192 ,or follows:32 o.c.at to blocking and at floor perimeters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges 3 8 ...................... ......... . --------------------- Staple J ( p g p Y p g g p g pp p g / 16 ga., long,3/8 crown 3 6 13 (minimum 24'lap splice and bottom and supported by framing members and required blocking.Blocking of roof or floor sheathing panel edges perpendicular to Double top plate splice SDCs DO,D1,or D2; 12-16d(31/2" x 0.135") length each side of end �t Uer d. the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be 6d ring-grooved underlayment nail 6 10 and braced wall line spacing�!25' joint) 10d box(3"x 0.128");or c. ace nail at top supported by framing members or solid blocking. 1 2 5 8 1 long,3 8 crown 3 6 Designed By MC Date Submitted 3" 0.131"nails and bottom staggered i.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on / / Staple 16 ga., e g / 27 Built-up girders and on opposite sides J p g J p Drawn By Date created 16d common(31/2"x 0.1621 16"o.c.face nail beams,2-inch lumber one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule.The toe nail on the For SI:1 inch=25.4 mm. MC 02-19-24 Approved By Scale 14 Bottom plate to joist,rim joist;band joist or layers opposite side of the rafter shall not be required. a.Nail is a general description and shall be permitted to be T-head,modified round head or round head. MC AS NOTED blockingnot at braced wall anels " a , And: County Tax Map Number: ( p ) 16d box(31/2 x 0.135),or " „ , b.Staples shall have a minimum crown width of 7/16-inch on diameter except as noted. 1000-106.00-07.00-028.000 " 12 o.c.face nail 2-20d common(4 x 0.192),or Face nail at ends and at c.Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.Nails Regulatory Reference Number: 3 x 0.131 nails 3-10d box(3"x 0.128");or each splice or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. 'title of Drawing: 3-3"x 0.131"nails d.Fasteners shall be laced in a rid pattern throughout the body of the panel. - 15 Bottom plate to joist,rim joist,,band joist or 3-16d box(31/2"x 0.135");or 3 each 16"o.c.face nail p g p g Y p e.For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. blocking(at braced wall panel) 2-16d common(31/2"x 0.162");or 2 each 16"o.c.face nail FASTENING SCHEDULE f.Hardboard underlayment shall conform to CPA/ANSI A135.4 4-3"x 0.131"nails 4 each 16"o.c.face nail g.Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speed is less than 130 mph.Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using the spacing listed for panel edges. h.Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. A-5 Drawing Number: 5 5 Sheet of 0724 - HMR Project Number: