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HomeMy WebLinkAbout51912-Z o��pF SOUryo! Town of Southold * * P.O. Box 1179 53095 Main Rd UIM, i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47257 Date: 07/31/2026 THIS CERTIFIES that the building As built additions/alterations Location of Property: 12960 Route 25 East Marion, NY 11939 Sec/Block/Lot: 31.4 4-10 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 03/26/2025 Pursuant to which Building Permit No. 51912 and dated: 05/12/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" 2 story addition and alterations, including rear and side decks, to existing single family dwelling as applied for per ZBA#7996, dated 3/20/2025. The certificate is issued to: Branko Jozic,Vicky Jozic Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51912 12/16/2026 PLUMBERS CERTIFICATION: Aut o ize Signature ho��,oFSID? TOWN OF SOUTHOLD BUILDING DEPARTMENT is� ' e TOWN CLERK'S OFFICE �o���OUMl.N�io SOUTHOLD, NY 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#: 51912 Date: 05/12/2025 Permission is hereby granted to: Branko Jozic 12960 Main Rd East Marion, NY 11939 To: Legalize "as built"additionsto an existing single-family dwelling as applied for to include rear and side decks and a two-story addition as per ZBA and Trustees approvals.Additional certification may be required. Premises Located at: 12960 Route 25, East Marion, NY 11939 SCTM#31.-14-10 Pursuant to application dated 03/26/2025 and approved by the Building Inspector. To expire on 05/12/2027. Contractors: Required Inspections: Fees: As Built Addition/Alteration $1,231.00 CO Single Family Dwelling-Addition /Alteration $100.00 Flood Permit $150.00 Total $1,481.00 Building Inspector SO(/r�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road cn P.O. Box 1179 �OQ Southold,New York 1197.1-0959 �li,'COW% BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Branko Jozic Address: 12960 Route 25 city: East Marion st: NY zip: 11939 Building Permit#: 51912 Section: 31 Block: 14 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: The Electrical Wizard License No: 39151ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 16 Ceiling Fixtures 1 Smoke Detectors 2 Pump Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 CO Detectors Heater Main Panel 200 A/C Condenser Single Recpt RecessdFixtures 16 Combo Smoke/CO 1 Transformer Sub Panel 100 A/C Blower Range Recpt Ceiling Fan 1 Heat Detectors Salt Gen Transfer Switch Mini Split 1 Dryer Recpt UC Lights Fridge AutoCover ARC 3 Blower Heads 2 Switches 7 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: 200A Meter Main Panel 8 Circuit/4 Used, 100A Panel 30 Circuit/ 16 Used Notes: Two Story Addition, Service and Minisplit HVAC Inspector Signature: - Date: December 16, 2026 �o�aOF SObIyOlo 57 g/ ` - # # TOWN OF SOUTHOLD BUILDING DEPT. Quo,�`' 631-765-1802 INSPECT[ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING . [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ -] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q din I 6 N:� A toJu,�- 4 ehl 1,4 "Oilar DATE 1 INSPECTOR L� SO//Tyo TOWN OF SOUTHOLD BUILDING DEPT. o � 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] SULATION/CAULKING " [ ].FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [, ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O. [ ] RENTAL REMARKS: ✓ DATE INSPECT0100 /vw& 4- '519 ( 2 ANTHONY CUCICH - ARCHITECT 37- 02 ASTORIA BOULVARD ANTHONY ASTORIA,NEW YORK, 11103 CUCICH E C E E 9RCNITEG� F� i c t J U L - 6 2026 ..w.,� NEW YORK,JUNE 3, 2026 Building ���ae-:r�a�nt Town of Southold ATT. MR. BRANKO JOZIC -OWNER RE: PREMISES 12960 MAIN ROAD REFERENCE IS MADE TO THE ABOVE MENTIONED PREMISES. ALL WORK IS COMPLETED AND INSPECTED FOR FRAMING, INSULATION, FOOTING AND FOUNDATION FOR THE SCOPE OF WORK OF TWO STORY ADDITION, EXTERIOR OPEN DECK IN THE REAR AND SIDE OF THE BUILDING, IN ACCORDANCE TO NYS CODE. ;4e R\ SINCERELY YOURS, �,�\ QX-N�Y co", ANTHONY CUCICH R.A. FIELD INSPECTION REPORT DATE COMMENTS .. ... ............... FOUNDATION (1ST) --------------------------------------- -- FOUNDATION (2ND) -------- O ROUGH FRAMING & PLUMBING ........ ........-- INSULATION PER N. Y. STATE ENERGY CODE ............... Mk FINAL ADDITIONAL COMMENTS Z7\ Q�) feet 4--- o --c-u-, uQ k etc %ihon --------------------- cli �A ................... ...... --------------- ' r - �=•ram„ TOWN OF SOUTHOLD—BUILDING DEPARTMENT yz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o�� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.south'olclwwnnv Q'o_v APPLICATION FOR BUILDING PERMIT V E For Office Use Only MAR 2 6 2025 PERMIT NO. 5 Building inspector:_.- Bullding Department Applications and forms must be filled out in their entirety. Incomplete Town of gauthold applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed: Date: OWNER(S)OF PROPERTY: Name: 13 P-19�10VJ) f p Z j L SCTM# 1000- Pro ject Address: ��� ` -- - - - -------o------I .___ s -�. i- ---- ----- ----- - - - ---- Phone#: Email: Mailing Address: CONTACT PERSON:.. Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: -- - _ Mailing Address: Phone#: Email: DESCRIPTION OF;PROPOSED CONSTRUCTION ❑New Structure Addition Ion eP emolition Estimated Cost of Project: ❑Other $ D. Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes 110 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants ar,4 restricts ns with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit'authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are' punishable as a Class A misdemeaoorpursuantto Section 210.45 of the New Yoii State Penal Law. Application Submitted By(print name): 0a L�Cr ❑Authorized Agent Owner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified in Suffolk County COUNTY OF Commission Expires April 14,2 2a 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 knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 99 l�day of Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 o�°S°ff0lt�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� sz Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtownny.gov Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone: A FIRM Panel: SCTM#1000- Address: lZg6Q P� ZS. City: Cffsr /YGI.r10 A, Zip: /l 939 CONTACT PERSON: Name: 1- Rluo 0 a0 ZIL Phone#: 62- e33 _ a qP Mailing Address: ag PROJECT DESCRIPTION: SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity Residential (1 to 4 families) ❑ New structure ❑ Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑ Non-residential ❑ Relocation of existing structure ❑ Elevated l�Addition to existing structure ❑ Flood proofed(attach certification) ❑ Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑Located on individual lot ❑ Located in manufactured home park SECTION B: OTHER DEVELOPMENT(CHECK ALLTHAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate.I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued. Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name): Signature of Applicant: Date: _��� 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 6, 2024 TO: Branko Jozic 12960 Main Road East Marion,NY 11939 Please take notice that your application dated September 11, 2024: For permit: to legalize "as built" additions and alterations (inclusive of"as built"rear deck addition)to an existing_single-family dwelling at: Location of property: 12960 Main Road, East Marion,NY County Tax Map No. 1000—Section 31 Block 14 Lot 10 Is returned herewith and disapproved on the following grounds: The"as built" construction, on this nonconforming 9,870 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a minimum side yard setback of 10 feet and a combined side yard setback of 25 feet. The construction has a minimum side yard setback of 4.7 feet and a combined side yard setback of 14.2 feet. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. BOARD MEMBERS ��F $oUry Southold Town Hall ,,.Leslie Kanes Weisman, Chairperson O� ®! 53095 Main Road• P.O. Box 1179 � Patricia Acampora Southold,NY 11971-0959 Robert Lehnert, Jr. t Office Location: G p� Town Annex/First Floor Nicholas Planamento a Margaret Steinbugler 2� u��,�� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVED http://southoldtownny.gov C if: 00 I� ZONING BOARD of APPEALS MAR 2 5 2025 MAR 2 6 2025 TOWN OF SOUTHOLD Suildincd®oparfinent Tel. (631) 765-1809 Southold Town Clerk Town of Southold FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 20,2025 ZBA FILE: #7996 NAME OF APPLICANT: Branko Jozic PROPERTY LOCATION: 12960 Main Road, East Marion, NY SCTM No. 1000-31-14-10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated January 2, 2025 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated February 14, 2025. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The as-built structure was constructed without obtaining the required permits. As-built development that does not reinforce the traditional land use pattern of the Town of Southold does not support this policy. Further, the entire parcel is located'within a FEMA flood zone 1% Annual Chance Flood Hazard. Structure in this area should be avoided, relocated, or minimized due to repetitive loss from storm damage, including hurricanes. The Board's determination to Grant variances for "as-built" structures mitigates inconsistencies with the LWRP, and therefore the Board now deems the action to be CONSISTENT. PROPERTY FACTS/DESCRIPTION: The subject property is a 9,870 sq. ft. non-conforming parcel in an R-40 Zoning District. The property has a road frontage along Main Road of 36.06 feet, then turns southeast for 196.53 Page 2,March 20,2025 97996, Branko Jozic SCTM No. 1000-31-14-10 feet to Gardiners Bay. It has a bay frontage of 63.94 feet before returning 205.85 feet back to Main Road. The property is improved with an existing two story residence with an attached covered porch, a balcony, and decks, as well a legal accessory shed in the front yard, all as shown on survey prepared by Donald J. Metzger, LS., dated August 20, 2024. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's November 6, 2024, Notice of Disapproval based on an application for a permit to legalize "as-built" additions and alterations (inclusive of an "as-built" rear deck addition) to an existing single family dwelling; at 1) less than the code required minimum side yard setback of 10 feet;2) less than the code required minimum combined side yard setback of 25 feet; located at: 12960 Main Road, East Marion, (Adj. to Gardiners Bay) East Marion,NY. SCTM No. 1000-31-14-10. RELIEF REQUESTED: The applicant requests variances to legalize "as-built" additions and alterations for the following: 1. There is a side yard setback of 4.7 feet where a minimum of 10 feet is required. 2. There is a combined side yard setback of 14.2 feet where a minimum of 25 feet is required. ADDITIONAL INFORMATION: The current variance requests are based upon a stop work order dated July 31, 2024. The existing property was created by subdivision as per ZBA Appeal #519 dated October 11, 1962. The current residence exists with a Certificate of Occupancy#Z7902 dated September 21, 1977. The second floor of the residence exists with a Certificate of Occupancy # Z13034 dated November 30, 1984. The current accessory shed located in the front yard has a Certificate of Occupancy#Z14658 dated July 17, 1986,and ZBA Appeal#3423 dated October 28, 1985. The applicant testified at the public hearing that the second-floor proposed addition would sit atop the footprint of the existing one-story section of the house on the west side of the property. The side yard setback variance stems from an "as-built" deck on the east side of the residence. The combined side yard setback variance stems from the.., proposed second floor addition on the west side of the residence. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 6,2025 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The parcels on this section of Rt 25 fronting on Gardiners Bay are primarily narrow and deep and are developed with residential structures, many with non-conforming setbacks. The as-built deck on the east side (seaward side) of the property extends the existing non-conforming side yard setback of the subject dwelling. The proposed second floor addition on the west side does not extend past the current footprint of the first floor. Since these as-built, and proposed additions do not extend past the current legally existing setbacks of the residence,there will be no undesirable change to the character of the neighborhood. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Due to the long and narrow shape of the subject property, the existing dwelling has non-conforming side yard setbacks. Therefore, any additions or alterations, even if they maintain the current setbacks, cannot be achieved without area variance relief. h Page 3, March 20,2025 #7996, Branko Jozic SCTM No. 1000-31-14-10 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial: 1. The side yard setback variance of 4.7 feet represents a 53% relief from the code. 2. The combined side yard setback variance of 14.2 feet represents a 44%relief from the code. However,both variances,while significant,are only an extension of current legally existing setbacks on this non- conforming property and they do not increase the existing lot coverage. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this Board. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of legalizing as-built additions, and proposed second floor additions while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Steinbugler,and duly carried, to GRANT the variances as applied for, and shown on the Site Plan, and Architectural Plans (Sheets A-001 thru A- 005) prepared by Anthony Cucich, Architect, dated September 5, 2024. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant must apply to the Building Department for a building permit for the "as built" improvement(s)within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals, or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 2. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. 3. The "as built" improvement(s) may not be used until a Certificate of Occupancy has been obtained. 4. The existing as-built deck on the east side of the building shall remain open to the sky, and shall remain unconditioned, non-habitable space. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the rikht to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity, provided de minimis relief is requested within one year of the date of this decision Any time after one year, the Board may require a new application. Page 4, March 20,2025 #7996, Branko Jozic SCTM No. 1000-31-14-10 IMPORTANT LIMITS ON THE APPROVALS) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote of the Board: Ayes:Members Weisman(Chairperson), Planamento, Acampora, Lehnert,and Steinbugler. (5-0) P� c eslie Kanes Weisman, Chai erson . Approved for filing ;.3/ , /2025 , -.y!!Ca c< .; .� iFa4 �qr ,� ,o e�o e0�.'yg,�'4-� ,,3'ePt �e� .,7' 0y,+ol,ie,os e,. •.n�ey �o,J o� for r � . '> q �54.:�d',�"`�a+J..��W.!r.'ti..-'�..�.'.:.'4SG'!&s5''".�.S.a76'�CL33f5&T�'x�R:GZ' ' .fi:'.G^.,''�'.11:'��eSSA'�ti.^,��.*,�:4. cCet<<!y!�:'h.?,ui�'L�+zw,'J,t��t:,•�!Y+..,. '7�`.'�#..5�.'t"i",!rt'4�..�.yS.Es�k�=a� .�htie�C�'s3f�-.�f��54i!G,',�-, �i ,, i BOARD OF SOUTHOLD TOWN TRUSTEES . ' i SOUTHOLD,NEW YORK PERMIT NO. 10766 DATE: DECEMBER 18, 2024 ISSUED TO: BRANKO JOZIC ' PROPERTY ADDRESS: 12960 ROUTE 25 EAST MARION ' z MAY 7 2025 r; SCTM# 1000-31-14-10 ., z AUTHORIZATION ?�siR=9{tip ; Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 19.2025,and in. s ' r consideration of application fee in the sum of$2,500.00 paid by Branko Jozic and subject to the Terms and .' r , Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the A following: ' ' Wetland Permit the existing two-story dwelling(207.3sq.ft. footprint), and for the as- built 10'x20' west side one-story addition; construct a 10' 0' second story onto as- .' � ... built addition and a 4'x10' deck off addition; and to repair the existing 11 /Z x 19 5 r seaward deck with steps; with the condition to install drywells; establish and 4 yrt , perpetually maintain a 10' non-turf buffer along bulkhea4; all as depicted on the site ° plan prepared by Anthony Cucich,Architect, received on May 5,2025, and stamped '. a approved on May 6,2025. }` 4. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, �E and these presents to be subscribed by a majority of the said Board as of the dey and year wriven above. Eli ` � r i � 'I 1l �..�"J.!°u+�'.�a`✓dL'fet'�i�t"+7�'.+�k."dn�a9,Y`.td'SNff 'u:33'°Y�P�IGS"',iioo5..+`"�iLiZ.434'•2a'fa'9S1.u"tGY.Za'4,"a�'^k�" ,3.�7XZYd�,'.nrn'47.n.Z,a't.7P[dli',`n)t?t7J"aX�cx(L1,sft fL"%E..AS9! p,i:t%iXN✓JYstt:4"nY,,p'de'�V a�i�Y'Zr,."T,�'�'�'.�� '�'+�' -� ro \�� � r v :�✓' �`° �b �' .k( „� ar L',,:. �y � ) *�j:. `'1 ff ,,-„� l��y:' �'�' `~��'� t �� 'J r-•A..o�,�.s'+ S�. .9¢.,�!�-°!'9" '� `9,0•�.{6.._bty�� - i ;A�6' rd o��' 1T;+ `�o� '=a.� �+fa..l� il+, '^•gf�f a.�4 o, i. _ -•... ..• _. _. ..M. a >...-. _ -.._,�.r-. ... _: Ica. .. Glenn Goldsmith, President ®� S®U� Town Hall Annex ®� ®� 54375 Route 25 Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski l Southold, New York 11971 Liz Gillooly G Q Telephone(631) 765-189� Joseph Finora ®�� e� a` �� Fw l�r(erg) 05-t6V c®UIV 1,,\' 9 t 3 0 2026 BOARD OF TOWN TRUSTEES JUL TOWN OF SOUTHOLD ®apartrteent Building 'town of Southold CERTIFICATE OF COMPLIANCE # 2398C Date: July 29, 2026 THIS CERTIFIES that the two-story dwelling(207 3sq ft footprint) and for the as-built 10'x20' west side one story addition; construction of a 10'x20' second story onto as-built addition and a 4'x10' deck off addition-, repair of existing 11 ''/z' x 19' seaward deck with steps; installation of drywells ; establishment of a 10' non-turf buffer along bulkhead, At 12960 Route 25,East Marion Suffolk County Tax Map#1000-31-14-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 20, 2024 pursuant to which Trustees Wetland Permit#10766 Dated December 18, 2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the two-story dwelling(207.3sq.ft. footprint), and for the as built 10'x20' west side one-story addition; construction of a 10'x20' second story onto as- built addition and a 4'x10' deck off addition; repair of existing 11 ''/2' x 19' seaward deck with steps; installation of drywells• establishment of a 10' non-turf buffer along bulkhead. The certificate is issued to BRANKO JOZIC owners of the aforesaid property. 411— 44-t�- Authorized Signature N SURVEY OF PROPERTY A T EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. a r'` 1000--31-14-10 SCALE.• 1'= 30.1 AUGUST 20, 2024 0� FAG SEE PIXEL FA�e FENCE S o �O<i. p ONLINE L y-9 F 0. GATE PIPE 0 4?• Z IN CONS END Tcip ONLINE BCORN� 0.3 W. �•2 O �y � 0. W.U/W S (o�� SMALL 14 BOULDERS Q� lb�Dc� CERTIFIED TO. BRANKO JOZIC _ Y 4qV AREA=9,870 SO. FT. �L s ^ J • = REBAR � /r - ■ = MONUMENT . t4ga t,�,yp N.Y.S. LIC. NO. 49618 ANY AL7FRA77ON OR ADDITION TO 774IS SURVEY IS A WOLA71ON N.Y.S. LIC. N0. 051 i 32—01 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA71ON LAW. PECONIC S07VEYORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES "THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. ? SOUTHOLD, N.Y. 11971 24-022 gyFFOc4, C61, BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4% O`' Telephone (631) 765-1802 Temporary Certificate # I q 37 Date I Z — 2025 Customer Name ,ajq,1k 40 JD Zi G Electrician Name -J-6,qtJ _�ajLjN Address 1 o�gba K Z_!� CAST /yl#j/o'>, Phone (�� _ 6 — -76yff e-mail e-mail -PF�AyKjbD0 @ M4-1 , C, Phone License# Size o bb A Phase Overhead Underground #of Meters Remarks #of Underground Laterals Co 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service?UN Flood:Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by ®slap BUILDING DEPARTMENT- Electrical Inspector ®�'� �G TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 �'. � Southold, New York 11971=0959_ � . V/ � ©yam• %N-4 Telephone (631) 765-18 Q E C - I 9 2025 `;. APPLICATION FOR ELECTRICAL INSPECTION r. ELECTRICIAN INFORMATION (Ali Information Required) Date: Company Name: -`ft C.(�,rcPiL rZevv N-1 lAt C Electrician's Name: SAY1 License No.: 17/ p -M&- Elec. email: Elec. Phone No: L3 j-(o r[%'l request an email opy of Certificate of Compliance Elec. Address.: 38- s, o✓! - l m/h y. 11r IvY f/'73e9, JOB SITE INFORMATION (All Information Required) Name: r"k-0 Address: 2 f(,d Pr i a Cross Street: Phone No.: 7 N �-33 -2-o7 Bldg.Permit#: .6 7 q/2 email: Tax Map District: 1000 Section: Block: Lot: Q BRIEF D,E_SCRIPTIO F WO I UDE SQUARE FOOTAGE (Please Print Clearly): Y�(Pl!h V e jyw Square Footage: j Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final r Do you need a Temp Certificate?: YES ❑ NO Issued Ong ae� iliGew . Temp Information: (All information required) r Service SizeN1 Ph❑3 Ph Size: 200 A # Meters I Old Meter# ❑New Service❑Fire.ReconnectOFlood Reconnectnervice Reconnect ounderproundElOverhead # Underground Laterals 1 R2 R H Frame M Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION z�q)TS PERMIT# Address: Switches r .Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Grb.Dis Water Bond Carbdn Micro Lights Heat 1 ` Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo %Cooktop Minisplit Blower AC AH Hood Blower tl 1 � � � � � \ Service Amps ��M� -- P Have �f sed Used jo Sub Amps e.� Have Comments r �aL Y oil N� M AI 3 2026 0 , e .s o - | CS 0/ �& - �§ �/t§�;;: 2 f ! = C4 o §�a CD _ � - . [0 £ C*4 9rq/■ Cl) . - \ � , z � � § ■ § � o 6> � � / r x� k r 1 i f .. NOTES LEGEND 20.0' EXISTING WALL TO BE REMAINED. EXISTING WALL TO BE REMOVED. GENERAL NOTES All DECK EXISTING WALL ec OPENING TO BE BLOCKED 1. NO CONSTRUCTION OR DEMOLITION WORK TO COMMENCE BEFORE A BUILDING PERMIT HAS Ln 20.8' 20,8' BEEN ISSUED. ^ INSTALL 10' CONC. POURED WALL INSTALL NEW PARTITION 2. THE DESIGNER HAS NOT BEEN RETAINED FOR ANY CONSTRUCTION REVIEW AND/OR ,v` l INSPECTION. THE DISIGNER'S RESPONSIBILITY IS LIMITED TO THE CONTENTS OF THESE 0 2'X4' WOOD STUDS 16'' D.C.O. W/ R-11 BATT INSULATION PLANS ONLY. 1 LAYER OF 1/2- GYP.BD.FINISH AS REQUIRED 3. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE AND SHALL CONFORM TO ALL THE RECOMMENDATIONS AND REQUIREWENTS OF ANY OTHER AUTHORITIES �� G A DINERS BAY INSTALL NEW EXTERIOR WALL TYP. 2X6 WOOD STUD 016' D.C. HAVING JURISDICTION. THE CONTRACTOR SHALL OBTAIN AIND ARRANGE FOR ALL REQUIRED 1� w/ R19 BAIT INSULATION 5/8' THE.SHEAGYP.THING . ON INSIDE PERMITS, INSPECTION, CERTIFICATES, TESTS AND SURVEYS. V/4' EXTERIOR GRADE PLYWOOD SHFJI7HING W/ BUILDING PAPER VINYL SIDING FINISH 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL NOTIFY AICM OF AINY AMBIGUITIES OR DISCREPANCIES �S �2 BEFORE PROCEEDING WITH THE WORK, IF ANY QUESTIOMS ARISE BEFORE OR DURING 1 O.3' O 1 O.3 ' INSTALL NEW 10-CONC. BLOCK WALL CONSTRUCTION AS TO THE INTENT 013 DETAILS OF THE DRAWINGS, THE CONTRACTOR SHALL E ' CALL AICM FOR CLARIFICATION AND/OR INSTURCTIONS. IIF THE CONTRACTOR FAILS TO DECK SMOKE DETECTORI W FOLLOW THE PRECIDING PROCEDURE, HE SHALL ASSUME THE RESPONSIBILITY FOR THE ' QS CONSEQUENCES OF HIS ACTIONS AND/OR DECISIONS. -0 CARBON MONOXIDE DETECTOR LO O CONTRACTOR5. IS REQUIRED TO PROVIDE HOMEOWNER WITIH ALL REQUIRED LICENSES, A A O INSTALL 4X4 WOOD COLUMN INSURANCE CERTIFICATES AND INSURANCE COVERAGES. OPENING HEADER 6. CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS ,AND ACTIONS TO SAFEGUARD THE RESIDENCE AND ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. AaFAOFWOR,K LESS THAN WIDTH 4' (2)2X8 WOOD HEADER 1::" MORE THAN WIDTH 4'-6- (2)2X10 WOOD HEADER 7. CONTRACTORS HALL FOLLOW ALL MANUFACTURERS SPECS FOR THE INSTALLATION OF � B � r- � 63.9 , LESS THAN WIDTH 8'-0' EQUIPMENT, PRODUCTS AND SYSTEM EQUIPMENT, cD C BTIE LNli MORE THAN WIDTH 8'-0' {2)2X12 WOOD HEADER 8. THE OWNER SHALL ARRANGE FOR THE N SUPERVISION OF THE CONSTRUCTION WORK TO CV INSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS. _.,..:;. .... 9. NO DRAWINGS SHALL BE SCALED; ONLY WRITTEN DIMENSIONS SHALL BE USED. =' '' �� c OOD 10. ALL LUMBER FOR JOISTS AND RAFTERS SHALL BE HEM'-FIR #2 HAVING A MIN. REPERIRIVE FIBER STRESS OF 850 P.S.I., MARKED PRIOR TO DELIVERY TO JOB SITE, AND A MIN. ' BEARING OF 4-(UNLESS OTHERWISE NOTED). STC 11. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RESIDENTIAL O •ol''.. o L�xv 5.0 CODE OF NEW YORK STATE; CHAPTERS 33,34,35,36,37,,38,39,40 AND 42 AND ALL I COVER PORCH PROPOSED SECOND FLOOR:(B) �,; O0 APPLICABLE LOCAL CODES. �- , , ' 12. ELECTRICAL UNDERWRITER'S CERTIFICATE SHALL BE OB1 AINED AND PRESENTED TO THE 2: 20.1 x10.3 = 207.03S.f. OWNER UPON COMPLETION OF ALL ELECTRICAL WORK. EXISTING FIRST FLOOR:(A+B+C) 13. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE EXISTING SECOND FLOOR:(A) wi RESIDENTIAL CODE OF NEW YORK STATE; CHAPTERS 25„26,27,28,29,30,31 AND 32 AND ALL A: 20.8 x37.3 = 775.84s.f. 1 : 20.8 x37.3 - 775.84s.f. w� r'' APPLICABLE LOCAL CODES AND HEALTH DEPARTMENT REQUIREMENTS. , , = rf ul 14. ALL AREAS WITHIN BATHROOM TO BE 5/8" WATER RESIISTANT GYPSUM BOARD. B: 6.5 x4.0 = 26.0s.f. Q i r) 15. INSULATE ALL PIPING AND DUCTWORK IN ATTIC AND CRAWL SPACES WITH 1" INSULATION C; 10.3'X20.1 '- 207.03S.f. g82•87s,f. o0 ON ALL DUCTS;1 1/2" INSULATION ON ALL PIPING; 3/4" INSULATION ON ALL WATER SERVICE 00' SUPPLY PIPING. TOTAL PROP. & EX. FL. AREA= 3 I 16. CAULK AND FINISH ALL WINDOWS AND DOORS AS REQUIRED. Cy 17. INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIIONS. 207.03+775.84= 982.87S.f. , 18. PROVIDE AND INSTALL ALL MOLDINGS, SILLS, STOOLS AIND TRIM AROUND ALL WINDOWS AND FL AREA= 20 a DOORS AS REQUIRED. TOTAL EX. . 19. ALL COLORS AND FINISHES, 775.84+26.00+207.03= 1008.87s.f. DECK. ETC. SHALL BE SELECTED BY OWNER. 20. ALL WINDOWS, AS SELECTED BY OWNER, SHALL HAVE THIGH PERFORMANCE INSULATED ' GLASS. 8.5' BALCONY I 21. ALL WINDOWS THAT SERVE AS EMERGENCY EGRESS MUIST COMPLY WITH R310 OF RCNYS. 20.8' , REVISION 22. ALL INSULATION, WHICH IS CAPABLE OF ABSORBING WATER, SHALL BE PROTECTED BY 1 DESCRIPTION DATE BY VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. INSULATION SHALL TOTAL 1 st, 2nd FL. AREA= I W NO. BE INSTALLED IN SUCH A MANNER THAT PROVIDES CONITINUITY OF INSULATION AT PLATES 1 , LINES, SILL LINES AND CORNERS AS PER R320 AND RI808 OF RCNYS. 1 008.87+982.87= 1 ,991 .74S.f.. I N 23. ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OF 2 TONS PER SQUARE FOOT 1 M2 STORY N N BEARING CAPACITY; CONTRACTOR SHALL HAVE THE LEVEL OF BEARING STRATA VERIFIED IN f THE FIELD PRIOR TO CONSTRUCTION. FRAME c�l;l9 St I 12'-6" � THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL N07 BE 24. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATION S EX.1 st F.A = 1 ,008.87S.f.. I HOUSE ;; 10.2'�, RESPONSIBLE FOR CONSTRUCTION,MEANS.METHODS,DEVIATIONS,TECHNIQUES OF ACI-301-89 "SPECIFICATIONS FOR STRUCTURAL COMICRETE FOR BUILDINGS (FC=3 000 > > ! " �A-615 GRADE 60. ALL FOUNDATIONS DECK:(20.0 X 12.5 )+(6.5x4.0 )+(4 x 10.35 =317.2 S.f. PROP. P.S.I.); REINFORCING STEEL SHALL CONFORM TO ASTM ;,:, J SEQUENCES,QR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN �,[-+ . 2ND I�I._°"" f CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SHALL BE ADQUATELY BRACED PRIOR TO BACK FILLING. " COVER PORCH =4.3'X20.8'=89.44s.f. I z ;r, ADDITIOM SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FORTH 25. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C-9(0 FOR GRADE N UNITS WITH r L" o f f ' ;.; N AZ FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE TYPE "M" MORTAR. ALL MASONRY WORK SHALL CONFORM TO ACI 531-79. PROVIDE shed:16.8 x 11 .3 =189.84 S.F. � F..� �`': . ;.µ;,.-« �" � I' � ;.:.,..},, ,, CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO DUROWALL TRUSS TYPE REINFORCING EVERY OTHER COURSE (16 O.C.). PROVIDE MASONRY TOTAL LOT COVERAGE=1605.35 s.f. GATE. x ' . ;�� TO BE SCALED ANCHORS AT 16" O.C. AT ALL COLUMN, SPANDREL BEAkMS, AND LINES OF BRIDGING. O 20.8 10 26. ALL MASONRY WORK SHALL CONFORM TO R606, R607„ R608, R611 AND R703 OF RCNYS. 27. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC "SPECIFICATIONS R PORCI w. FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". H , 9.4' J U n STEEL SHALL CONFORM TO ASTM A-36 AND A501. ALL. CONNECTIONS SHALL USE 325 HS DECK. BOLTS OR E70XX WELDS. STEEL JOISTS MANUFACTURERS DESIGN AND ERECTION SHALL tr �,i , T' 'I CONFORM TO SJI SPECIFICATIONS. w O 28. PROVIDE SINGLE-STATION SMOKE-DETECTING ALARM DEVICES ON EACH FLOOR AND ONE PER BEDROOM AS PER R317 OF RCNYS. .ter t o 29. RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXTERIOR, SHALL BE DESIGNEE' TO RESIST �r } LATERAL IMPACT AT TOP EQUIVALENT TO A MIN. LINEAR LOAD OF 50 LBS. PER FOOT AS PER R315 AND R316 OF RCNYS. Z r44jfj 30. STAIRS, DOORS AND EXITS SHALL COMPLY WITH R311, R312 AND R314 OR RCNYS. #"'`_ ;1o� Q W } Ct1GICF�31. GLAZING IN DOORS, SHOWER STALLS, FIXED PANELS AIND BATHTUB ENCLOSURES SHALL "" VD � COMPLY WITH R308 OF RCNYS. -' 32. FOAM PLASTIC INSULATION SHALL COMPLY WITH R318 OF RCNYS. 1 L�Z, n � � 33. DOUBLE ALL BEAMS AND JOISTS UNDER PARALLEL PARTITIONS AND AROUND OPENING IN 4 4r! �O ANTHONY C U C I C H FLOORS AND ROOFS. ZONING ANALYSIS ►-+-i �j 34. PLYWOOD SUB-FLOORING SHALL BE INSTALLED AS PER R503 OF RCNYS. U UI �"�-+ ARCHITECT * PLANNERS 35. CHIMNEY CONSTRUCTION SHALL CONFORM TO CHAPTERS 10 AND 18 OF RCNYS. �"r z 37-02 ASTORIA BLVD, ASTORIA NY 11103 36. CHIMNEY OUTLETS SHALL BE NOT LOWER THAN TOP OIF ANY WINDOW WITHIN 20 FEET, W NOR LESS THAN 2 FEET ABOVE THE COMBUSTIBLE PART OF THE ROOF OR BUILDING WITHIN r� 10 FEET, BUT SHALL NOT BE LESS 3'-0" ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF AS PER R100.6 OF RCNYS. OI , O 37. ATTICS TO HAVE ACCESS AND CROSS VENTILATION AS IPER R806 AND R807 OF RCNYS. PROPOSED 0 ! 38. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND/OR W DAMAGED DUE TO THIS ADDITION WITH SIMILAR MATERIAILS OR AS DIRECTED BY OWNER. 1 ,39. PLACE CLIPS ON ALL ROOF RAFTER'S. ADDRESS 12960 MAIN ROAD Q C-' I�Wj 40. PUT DOUBLE HEADERS AND TRIMMERS AROUND ALL STAIRS AND SKYLIGHT OPENINGS EAST MARION NY >-,' Z 41. ALL SU PPLY AND EXHAUST INTAKE AND OUTLETS TO BE EQUIPPED WITH TIGHT SHUT c7 W ' PROPOSED PARTIAL DAMPER AT BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. W 94 2ND FL ADDITION 42, PROVIDE MINIMUM 100 C.F.M. MECHANICAL EXHAUST FROM BATHROOMS AND MINIMUM 150 U Z C4 Q C.F.M. MECHANICAL VENTILATION IN KITCHEN AREAS. HO Q O 43. PROVIDE COMBUSTION AIR FOR FUEL BURNING EQUIPMENT AS PER CHAPTER 17 OF ,p RCNYS. 44. BOILERS AND HOT WATER HEATERS AS PER CHAPTER '17 OF RCNYS. 45. FUEL GAS EQUIPMENT AS PER CHAPTER 24 OF RCNYS;. 46. PROVIDE SIMPSON STRONG TIE JOIST HANGERS AT ALL. FLUSH HEADER CONDITIONS. Z �;d3AAQ�A� ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. 47. PROVIDE CARBON MONOXIDE DETECTOR ON EACH FLOOR AS PER NASSAU COUNTY 1 ^ PUBLIC HEALTH ORDINANCE SECTION 14(A). r f PAINT GYPSUM BOARD SURFACES NOTES ' SITE PLAN & NOTES 1. CONTRACTOR IS TO SUPPLY PAINT IN THE COLOR, TYPE:, FINISH AND MANUFACTURES SPECIFIED 1 . LOT AREA = � 196.53 X 36.06 +( 1 /2(28.84X196.53) �= 9,920.83 Sq,ft. ON THE DRAWINGS. ALL PAINT AND MATERIAL ARE DELIVERED TO THE JOB SITE IN CONTAINERS. 2. PAINT IS TO APPLIED AS PER MANUFACTURE'S SPECIFICATIONS. 2. EXIST. FIRST FLOOR AREA = A + B + C = 1 ,008.87 Sq.ft. w.., 3 THE SURFACES FINISH. PAINT ARE TO BE PREPARED AS REQUIRED TO RECEIVE 3. EXIST. SECOND FLOOR AREA = A = 775.84 S q.f t. 3 6.06 PENCE I DATE: 09/05/202 4. EXISTING TO REMAIN SURFACES SCHEDULED FOR PAINTING ARE TO BE PREPARED AND 4. PROPOSED (a) FIRST FLOOR AREA =0.0' Sq.ft. ONLINE ,, DRAWING No.: S.M. MADE READY FOR PAINTING AS IF THEY WERE NEW SURFACES. THIS INCLUDES BUT ARE NOT PEELING ERBD AND SCALING PAINT, PAINTING AS IF THEY WERE NEW SURFACES. THIS INCLUDES BUT ARE NOT PEELING AND SCALING PAINT, AND CLEANING THE SURFACE, AND PATCHING ALL HOLES (b) SECOND FLOOR AREA = B = 207.03 Sq.ft. ' �+ � CHECKED BY: A.C. AND CRACKS. DWG No 5. SURFACES ARE TO RECEIVE ON PRIMER COAT SOON AFTER SURFACE PREPARATION TOTAL PROPOSED AREA = 207.03 s .ft. ..• ; HAS BEEN COMPLETED. q ,a, 6. SURFACES ARE TO RECEIVE THREE FINISH COATS. A-O0) 00 7. CONTRACTOR IS TO SUBMIT PAINT COLOR SAMPLE TO ARCHITECT OR OWNER FOR APPROVAL. 5. TOTAL FLOOR AREA = 1 ,008.87 + 775.84 + 207.03 = 1 ,991 .74 Sq.ft. OF 5 6. FLOOR AREA RATIO = 1 ,991 .74 / 9,920.83 = 0.20 DOB Job No. ELECTRICAL NOTES 7. FLOOR AREA PERCENTAGE = 0. 198 X 100(%) = 20% 1. ALL WORK TO BE DONE BY ELECTRICAL LICENSED CONTRACTOR IN THE NEW YORK STATE. 8. BUILDING FLOOR AREA = 1 ,008.87 = 1 ,008.87 s ft. 2. ALL WORK TO COMPLY TO THE STANDARD OF THE NEW YORK STATE BUILDING �' MAIN ROAD (N Y S R O U T E 25) CODE, AND ALL OTHER AGENCIES HAVING JURISDICTION 9. OPEN SPACE = (9,920.83. - 1 ,008.87) = 8,91 1 .96 Sq.ft. 3. ALL ELECTRIC CODE, LOCAL AUTHORITIES AND BE BOARD OF FIRE UNDERWRITERS APPROVED. 10. OPEN SPACE RATIO = 8,91 1 .96 / 9,920.33 = 0.899 PLOT PLAN pp DOB Approval: 4. SEE SEPARATE ELECTRICAL SPECIFICATION. 11 . OPEN SPACE RATIO = 0.898 X 100(%) = 89.98% WORK AREA : FIRST FLOOR,SECOND FLOOR 5COFE of 'WORK FRONT YARD 91.0" EXIST.FRONT YARD = 97'-0" PROPOSED PARTIAL. SIDE YARDS 12'-10" & 9'-4" PROPOSED SIDE YARD 12'-10" & -4" TOTAL PROPOSED SIDE YARD 22'-2" Bldg Dept copy frr,m Zf A, Finch review dij pvxne is IBA File* REAR YARD 36'-4" PROPOSED REAR YARD 36'-4" D tc 2ND FL ,ADDITION LEGEND EXISTING WAIL TO BE REMAINED. EXISTING WALL TO BE REMOVED. EXISTING WALL do OPENING TO BE BLOCKED INSTALL 10" CONIC. POURED WALL INSTALL NEW PARTITION WALL 2"X4" WOOD STUDS 0 16" O.C. W/ R-11 BAIT INSULATION 1 LAYER OF 1/2- GYP.BD.FINISH AS REQUIRED INSTALL NEW EXTERIOR WALL TYP. 2X6 WOOD STUD 016' O.C. W/ R19 BATT INSULATION 5/8" THK. GYP.BD. ON INSIDE 3/4- EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER VINYL SIDING FINISH •;;�,;._.N'':Ac�'.a. INSTALL NEW 10"CONC. BLOCK WALL O SMOKE DETECTOR CARBON MONOXIDE DETECTOR INSTALL 4X4 WOOD COLUMN OPENING HEADER LESS THAN WIDTH 4' (2)2X8 WOOD HEADER MORE THAN WIDTH 4'-6' (2)2X10 WOOD HEADER LESS THAN WIDTH B'-O" MORE THAN WIDTH 8'-0' (2)2X12 WOOD HEADER DIN EXIST. DECK --- -- ----------- -----------� I I EXIST.XIST. I I BALCONY RENIOSION BALCONY ABOVE DESCRIPTION DATE BY I I EXIST. WINDOW EXIST. SLIDING DOOR EXIST. WINDOW I EXIST. WINDOW EXIST. SLIDING DOOR EXIST. WINDOW W 31-01X H W-o" W 6'-0"X H 6'-8" W 3'-O'X H 5'-0" W 3'-07t H 5'-0' W 6'-01X H 6'-e" W 3'-0"X H 5'-0" 4 — -- — '. ::Wx ,vbi+:.'iJ'dvawS.�u�d wsvL/s1" Fir�••�•^ 3� THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE $s $x RESPONSIBLE FOR CONSTRUCTION,MEANS.METHODS,DEVIATIONS,TECHNIQUES I SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE i I x 8 �IBx FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO t �N i GN TO BE SCALED EXIST. BED ROOM „ LIVING ROOM 5'-1©" ; ! co m I 31: —.._ 3 C.L. I (2)2" X 10' WOOD BEAM EXIST �� r<, f' >,':, t; ' .,•. ,,b: . i� BATHROOM EXIST. 50 CFM 32'x32' FTG ® ANTHONY CUCICH EXIST. EXIST, 1E CONIC LIVING ROOM ® ARCHITECT * PLANNERS 37-02 ASTORIA BLVD, ASTORIA NY 11103 (TYP (2) 2" X 110' `I it F !!t OP 50 CFM I '! ;:4;;.>r:. , ,.ea.., .5:,sg?i�.%y. „,<N ,:q.+.,ly... d 0 O ® it CV q Y ® I UP TO EXIST. PROPOSED X �' _ M_ 2ND ; , = BATHROOM l HORIZONTAL EXTENSION I' L9 EXIST, !FS D ID C.L. C.L. 1 32'x32' FTG o I I l'," sr. L1oo II �(TYP.) s I KITCHEN 3 4 EXIST.200 CLG. JOIST -- 12XICGNC =x I EXIST. " PLYWOOD FLOOR N u EXIST. ROOF�` I � � EXIST. ROOF f,' ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. TO BE REMOVED f 4� � REF _-_. _._ __. —_ _ FAMILY ROOM �3 W 6 NSW EXI . '' 1 Za2� EXIST.PLAN 5—Q WE BED 6" BED ROOM BED ROOM ?f � � p�` � dp ! y s... r ,,h,,,•%°,'.i,"x,:'�`';,-'w'..'.,�.1•»;, s�fq., .,;>;,.w.,n...s<..e °:r�......:w N 50 CF DATE: 09-06-2024 X ® C.L. nl � E: .:..,.. PROJECT No.: EXIST. C.L. EXIST, BATHROOM E H/w x Kd NYC' ,� s¢ I �Ca , DRAWING BY: S.M. 32'x32' FTG oEXI !'' �C'�t, CHECKED BY: A.C. �EXISTr ®� BDILE I! DWG No ' A-002. 00 r-- 12' CONIC _._ ..__ _. EXIST. WINDOW — EXIST. WIN[DON -——. ___.. __. .._._ ...._.. ___. EXIST. WINDOW EXIST. WINDOW µ = �}6 ` W 3'-O'X H 4'-2" W 3'-O"X H 5'-0" W 3'-0"X H 5'-0" g9 '' .QQ• EXIST. 2 OF 5 COVER PORCH DOB Job No.: D DOB Approval: Bldg Dept copy from ZLA Final reviewed documents 7CA File x �`j5(o� CELLAR PLAN 2 FIRST FLOOR PLAN 3 SECOND FLOOR PLAN : A-2 SCALE 1/4" = 1'-0" A-2 SCALE 1/4" = 1'-0" A-2 SCALE 1/4" = 1'-0" 01 1 HR/35-39 STC. FL/CLG SCALE: NTS Q CELLAR CEILING DETAIL SCALE: 1"=1'-0" 0 TYP. 1 H FR BEARING WALL (DETAIL SCALE: 1"=1'-0T04j INTERIOR PARTITION DETAIL SCALE: 1"=1'-0" 05 TYP. FOR BATHRM FL. SCALE: 1"=1'-0" LEGEND ' _ .-..,..EX. FLOOR FINISH EXISTING WALL TO BE REMAINED.-- NEW. Yx CERAMIC TILES I ----EX. Y" PLYWD. SUE 2x4 ® 12"O.C. e ~� EXISTING WALL TO BE REMOVED. _._.__._..,..THINS 2x3 016"O.C. NEW CEMENT BOARD, _- ; EX. VINYL FLOORING TO REMAIN. EXISTING WALL do OPENING TO BE BLOCKED 1 LAYER OF 1" NORMAL WD. FIN. FL. OR 19,/32" WOOD STUDS OVER EX. VINYL TILES TO PLYWOOD FIN. FL. W/ LONG EDGES T&G " % -- INSTALL to" CONC. POURED WALL' - TYPE X GYP., BD. REMAIN. ( EX. �/4" PLYWD. SUBFL. » . . 1/2" GYP... ...._. >. .--..---1/2" GYP. BD. �¢%` TYPE X GYP. BD:_,....,_,,b,�.., BD. �% INSTALL NEW PARTITION WALL 1 LAYER OF 1" NORMAL. WD. SUB FL - - 2•LA WOOD STUDS O i6.FINISH WA R EG BATt INSULATION '•i 0 1 LAYER OF 1/2' GYP.BD.FlNISH AS REQUIRED OR 15/32" INT' PLYWOOD w/ Exr' PROVIDES LID :2x4 --PROVIDE SOLID 2x3 GLUE SUB FL. BLOCKING— BLOCKING— INSULT NEW EXTERIOR WALL TYP. 2x6 WOOD S71D 016. O.C. W/ R19 BATT INSULATION 5/8'THK. GYP.BD. ON INSIDE - - - --'---' --' EX. WOOD JOIST. STAGGERED AGGER ED 3/4" EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER VINYL SIDING FINISH ----µ- ••-•-............... - NEW 1 LAYERS OF a BEARING WALL RATING: 2"x1 O" IWD. JOIST SHEET ROCK FOR 1-HR. U305 INSTALL NEW 10'CONC. BLOCK WALL ® 12" CSC CELLAR CEILING 1-HR FIRE RATED TYP . PARTITION ` -- NEW " SHEET ROC (TYP.EX.)( •EX•) Q SMOKE DETECTOR L__ _- -----'---- EX. WOOD JOIST. chs CARBON MONOXIDE DETECTOR 1-HR. FIRE RATED 1061 TYP. FLOOR DETAIL SCALE' 1"=1'—O" NOTE: PROVIDE R-30 ® CELLAR CEILING AS PER UL: L501 INSTALL 4X4 WOOD COLUMN OPENING HEADER 1GYP. BD. TYPIE 'X LAYER OF 5/8" ' LESS T14AN MORE THAN WIDTH 4'-6• (2)2X10 WOOD HEADER ----NEW. Y FINISH FLOOR L WIDTH THAN WDTH e 2 2X8 WOOD HEADER '-0 EX. WD. JOIST TO REMAIN - ---- _ _.._EX. Y" PLYWD. SUBFL MORE THAN WIDTH 8'-0" (2)2X12 WOOD HEADER 1 HRZ 35 - 39 STC. FL. Z CLG. m"- (COMBUTIBLE BASED ON GA FILE FC 5420.) N.T.S. FIRE TEST: UL R3501-5, 9, 7-15-52; UL R319-2, 3, 6-5-52 UL Design L 501; ULC Design M500 IIC & TEST: 32(66 C & P) NGC 5032,7-'19-66 -— EX. " TYPE'X' GYP. " BD. NOTE: PROVIDE R-30 0 CELLAR CEILING f S P FIRE RATED AS PER UL: L501 DN REVISION DESCRIPTION DATE BY NO. EXIST. DECK THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTI ON,MEANS.METHODS,DEVIATIONS,TECHNIQUES SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN I—"— ——— --I CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE EXIST. I FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE BALCONY ABOVE I EXIST. CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO I BALCONY TO BE SCALED I EXIST. WINDOW EXIST. SIDING DOOR EXIST. WINDOW y>":.,•: ,sa'r.�' ',;.fi.,%n.:,:^v.,Aw.,'i�..arA,ww di...a4ila:' .5vri✓eY.t.:'a:a' s.,;i�rMri<iiy,,`' :+kv...;.__ W 3'-0'X H 5'-0• W 6'-0'X H B'-8 W 3'-0'X H 5'-0' EXIST. WINDOW EXIST. SLIDING DOOR EXIST. WINDOW %«:��;_.,::�,°,���• u"�S��ti�;S;r,'�.»;�• `, _ W 3'-0"X H 5'-0" W 6'-0'X H 6'-8' W 3'—o•X H 5'-0' Fes` 19 -10 I EXIST. LIVING ROOM �3 EXIST. ;jry4{o- C L! C 1 C H ! EE BEDROOM oI ANTHONY CUCICH I CM `° OQ ARCHITECT * PLANNERS k< I 37-02 ASTORIA BLVD, ASTORIA NY 11103 C.L. N (2)2' X 10" WOOD BEAM 6/-px o n+n•.w,� Z - 1 EXIST. EXIST. BATHROOMPROPOSED x32 FTGAREA OF WORK,,. - , (TYP.) HORIZONTAL EXTENSION EXIST. �'>-' >;:'�� F ORK ,,:« AREA O W -_ 1"'c' CONIC �EXIST.'�DOOR ' . . .-. NEW. WINDOW E IS W NEW. WINDOW X T. W 3'-0"X H 5'—0' — /� DECK --_ --_ (2) 2" X 10" - 6 ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. a" C6 1' 50 CFM N I, 0 _g 2 O Z Aq V ELL.PR0 P C D AN IST FLOOR I C 1 R 1 UP TO � EXI X . S 0 2 DF U P CM .`t.:, �� N L 2ND BATH 'Ir D/W ROOM 0 N �Q� ��qq� ^J CM O C.L. ` "ARE A$OF WO"R N DOOR K' `t"> .C.L. � �,. r. 3z x32 FTG (TYP.) 1DOOF EXIST DATE: 09/05/202 LrST EXIST. KITCHEN x�EXlST.2x10 CLG. JOIST 12 C❑NC EXIST. » PLYWOOD FLOOR, _ 1 Q y PROJECT No.: G 1 EXIS ROOT- DRAWING fi:a C' S.T. OF s r DRAWING BY: M. IirN x CM �:� O, 1 �� DINING m � ,-� NE �����°�`Y` ;�'J.�: ;t;:';<a� ► � � / REF _ _ _ - . _ _ ROOM _ :.,m:.. '::. R'- t4, CHECKED BY: A.C. NEW. DOOR OS Q - - !BE (244.89Y sq.R LIGHT:: 244.89 $ , = D ROOM .t DWG No LIGHT:w244.89 X 8(%) ,� 19�9 sq,ft.<45.82 sq,ft, O.K. O CM -:, `3.= ,' *. Exlqr. yyryryNDOW ,19.59 sq,ft,<45,00 s ,ft, ❑,K.: A-Q 0 3 . Q Q W 2-6•X H 5-0' EXIST. DOOjt ,. n..0 gn'xw .4 - i� W2 6•XH6 8' gg 1 - 8 S VENTI...244.89 X 4(%) ;`VENTI.:244.89 X 4(%) A-A 3D A-A �., M SEE S TION y 3 OF 5 9.79 sq,ft.<22.91 sq•ft, D.K. BED ROOM "�' •- - N SEES TION 50 CF = SEES TION 979 sq.ft,<22.50,a sq•ft. MO.K,'; •»• . WALK IN s DOB Job No.: N ® C.L. C.L. C.L. N CIA N EX IST. B T HROO E H W - 32 x32f FTG o (TYP.) EXIST. X B❑ILE n EXIST, __ 12 C❑NC r< _ DOB A r ova I / 1 EXIST. WINDOW EXIST. WINDOW "— W 3'—o'X H 4'-2" EXIST. WINDOW EXIST. WINDOW NEW. WINDOW �— EXIST. W 3'—O'X H 5'-0' W 3'—O`X H 5'-0' W 3'—O"X H 5'-0' (2) 2"X12" COVER PORCH D Bidg Dept copy from ZEA. Final reviewed documents BA File # '-I cjq 6 Dots' 3 EXIST. + PROP. SECOND FLOOR PLAN x x x x A-2 SCALE 1/4" = 1'-0" 1 , EXIST + PROP.CELLAR PLAN A-2 SCALE 1/4" = 1'-0" 2 EXIST.+ PROPYIRST FLOOR PLAN A-2 SCALE 1/4" = 1'-O" LEGEND EXISTING WALL TO BE REMAINED. EXISTING WALL TO BE REMOVED, EXISTING WALL do OPENING TO BE BLOCKED INSTALL 10' CONC. POURED WALL INSTALL NEW PARTITION WALL 2"X4' WOOD STUDS O 16' O.C. W/ R-11 BATT INSULATION 1 LAYER OF 1/2' GYP.BD.FINISH AS REQUIRED INSTALL NEW EXTERIOR WALL TYP. 2X6 WOOD STUD 016' O.C. W/ R19 GATT INSULATION 5/8'THK. GYP.BD. ON INSIDE 3/4' EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER VINYL SIDING FINISH a INSTALL. NEW 10"CONC. BLOCK WALL 0 SMOKE DETECTOR QCARBON MONOXIDE DETECTOR INSTALL 04 WOOD COLUMN OPENING HEADER LESS THAN WIDTH 4' (2)2X8 WOOD HEADER MORE THAN WIDTH 4'-6" (2)2X10 WOOD HEADER LESS THAN WIDTH 8'-0" MORE THAN WIDTH 8'-0- (2)2X12 WOOD HEADER REVISION DESCRIPTION DATE BY NO. CEILING — CEILING EXISTING THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE EXISTING EXISTING '° RESPONSIBLE FOR CONSTRUCTION,MEANS.METHODS,DEVIATIONS,TECHNIQUES SEQUENCES,OR PROCEDURES.OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE EXISTING F"' -µ CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN DRAWINGS ARE NO -77 ► TO BE SCALED ILE:]in AE M W ,0 RK AREA:." „.. ... ..... ... ,.. ...... SECOND F L EL +1 0 ;,� �;a; i i .,,.n..... .. .. EL +13' 0 SECOND F.L. ' }z. CLUNG LL EXISTING EXISTING EXISTING - , '�' � �X •°�< EXISTING EXISTING s'���';,e�"�:$.t�✓;.�s', ��.'rx5�"�ti"LmY,t+; ,::'iv''"r.»2ia�'w':.� ► ► 4 ANTHONY CUCICH ARCHITECT * PLANNERS 1 I ' 37-02 ASTORIA BLVD, ASTORIA NY 11103 k--- EL + 3'-4" F. F.L. i GROUND EL t (U'—O" PROPOSED EL f 0'-0" G ND ....... HORIZONTAL EXTENSION 17-7-1 ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. FRONT ELEVATION PROP.FRONT AND REAR ELEVATION �-4 2 SCALE 1/4" = 1'-0" REAR ELEVATION A-4 SCALE 1/4 = 1 —0 DATE: 09/05/202 �RED PROJECT No.: DRAWING BY: S.M. '• +(t� CHECKED BY: A•C• ' A j-i DWG No * A-004. 00 ` 460 4OF5 DOB Job No.: DOB Approval: Bldg Dept copy from UA Final reviewoJ dOCQM*ntS 7MA File # `799(0 LEGEND EXISTING WALL TO BE REMAINED. WOOD RISER ALUMNI R-38 INSULATI❑N. EXISTING WALL TO BE REMOVED. D - 3 FLOOR TIE ANCHOR WOOD TREAD AP FLASHING EXISTING WALL de OPENING TO BE BLOCKED A - 5 WALL e ; STRINGER 1 �N CEILING INSTALL 10" CONC. POURED WAIL 3 r .,,, y, ,, INSTALL NEW PARTTTION WALL �✓ _ "'" EL +21 -O0 2"X4" WOOD STUDS O 16" O.C. W/ R-11 BATT INSULATION x! 1 LAYER OF 1 2' GYP-BD-FINISH AS REQUIRED / BUILD UP 1 HR FIRRATED"E NSTALL NEW RIOR W I EXTE ALL TYP D S1Ub 1 2X6 W00 O 6'W BE AM M O.C.0. ❑❑D B 19 1T IN W R BA INSULATION 5 8" INK. .BD. ON INS; :.,. GYP DE 3/4 EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER L NG I- S DING FINISH 4ERSTOTA 3'E VINYL S o 0 0 c CARRIAGE OUT CD 0o I �' - K. RHEA: �'.` `'�.� INSTALL NEW 10'CONC. BLOCK WALL FOR RISERS & BED ROOM BEDROOM ..:;,.;..,;;..,, ;' ate. ° LENGTH cO e IOIST TREADS �fBED�ROOM ° RIM J s DETECTOR 0 O SMOKE 0 C EA 0 o S AN R A ° W��D ST AIR DETAIL - ONMONOXIDE o rt CARE DETECTOR V I -T° SIMPSON STRONG-TIE ONG IE �""�?� r i r �NS o Cs1s 1 1/4 = 1 0 o SCALE EXIST. WOOD FLOORING 44 O INSTALL X WOOD COLU 0 ALL MN e 0 EL +13 COND F 0 SE F.L. OPENING HEADER EXIST.WOOD JOIST INSTALL 2"X10 016 O.0 WOOD JOIST LESS THAN WIDTH 4' (2)2X8 WOOD HEADER TOP PLATE a o E D " MORE THAN WIDTH 4'-6" ee NG EL +12 -2 CEILING LESS THAN WIDTH 8'-0" 2 2X70 WOOD HEADER oa EXIST.ASPHALT SHINGLE ROOFING MORE THAN WIDTH B'—O' (2)2X12 WOOD HEADER QQ LL W0 DOUBLE OOD STUD o 0 1 Od TOENAIL EAPCHIFEbU4AfL 1 °° P E SPACER INSTALL NEW EXTERIOR WALL TYP.��2X6 WOOD STUD 016" O.C. W/ R13 BATT INSULATION 5/8 THK. GYP.BD. ON INSIDE o_ DINING ROOM c, /4" EXTERIOR GRADE PLYWOOD SHEATHING 'N/ BUILDING PAPER 1 VINYL SIDING FINISH 00 0 D - 4 0 RAFTER TO RIDGE (RAFTER TO RAFTER) 0 a A - 5 too HEADER EXIST. WOOD FLOORING EW. WOOD LOORI to o- EL + 3'-4" FI F.L. EX►ST.WOOD JOIST INSTALL 2 10 016 O.0 WO J11 dST x N 10d i NEW.WOOD JOIST "X2" KEY AY EL 0'-0" G ND OPEN CELLARh— BEAM AND STRAP END DISTANCE 10d AT 160. ACCESSORY USE ONLY o STAGGERED EXISTING 10d TOENAIL -EXIST. CON'C FLOORING 7 2"X32" CONTINUOUS CONC. FTG. #4 RE-BAR CONTINUOUS REVISION DESCRIPTION DATE BY ° e NO. OLe 0o SOLE PLATE , SECTION A-A .: A :_:: 0-9 DOOR OPENING 1 �� CONTINUOUS CONC. FTC. W 3 5 RE—BAR CONTINUOUS THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE A-5 scxe w.Ts CRIPPLE A 5 SCALE 1/4" = 1'-0" RESPONSIBLE FOR CONSTRUCTION.MEANS,METHODS,DEVIATIONS,TECHNIQUES LIMP—SIMPSON 51-RAST HANGER 20 10d TOENAIL SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR. * SIMPSON STRONG—TIE CS20 SRTAPS WITH SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE 8d NAILS INTO EACH RAFTER: PER STRAP - CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO * SIMPSON STRONG-TIE CS20 SRTAPS AREACUT TO NLENGTNSONTSITE STRAPS WHICH O BE SCALED * MINI UM CUT EN TH IN INCHES= DOUBLE v:��.:;tik.3,}.lr'?i <r ,;:<„k✓ri ;e,.;{'S.''e," ''`.a�"aa».,'rN'srsaw,1.i;::;J''.S:'.F#G:�.Y..v.,wd�.o:3,c'^iL 6 1�2+(2 1/8�X( OF NA►LS INTO EACH RAFTER)-4-(RIDGE WIDTH) Od HEADER D - 5 ! M JOIST TO BEAM CONNECTION C O A 5 DEC 18 2024 ANTHONY CUCICH NAIL BOTHTSTUDS rs6f)APD0F.AP0 Q T' ARCHITECT * PLANNERS �OINX� 37-02 ASTORIA BLVD, ASTORIA NY 11103 CRIPPLE BEAM AS PER; PLANS 0-10 WINDOW OPENING FLOOR JOIST A-6 SCALE N.T,S AS PER PLANS WIND-BORNE DEBRIS PROTECTION SCHEDULE FASTENINGS HE C FOR WOOD STRUCTURAL PANELS PROPOSED HORIZONTAL EXTENSION THE FOLLOWING ARE EXCERPTED CODE OF THE STATE OF NEW YORK. — FASTENER SPACING SIMPSON STRONG;-TIE LUS-JOIST HANGER FASTENER TYPE 4 FOOT< 6 FOOT< PANEL SPAN PANEL SPAN PANEL SPAN ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. 4 FOOT 6 FOOT 8 FOOT .Y "Y ad i'.N,•,.:' Tk'-'•✓' ^P'. i7,'S'.ram' 7 !. 21/2"#6 wooD scREws 16" 12" 9" SECTION AND DETAILS ,. 2 1/2"#s WOOD SCREWS 16" 16" 12" DATE: ` 09/06/202 WINDOW SCHEDULE WINDOW FIXTURE PROJECT No.: 1. THIS TABLE IS BASED ON 110MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. 2. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 015 ` I DRAWING BY: S.M. 3. NAILS SHALL BE 10D COMMON OR 12D BOX NAILS. t ` G �`� I CHECKED BY: A.C. TYPE ROUGH ;OPENING TYPE Q,TY REMARK - 4. WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO, THEY SHALL BE . ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MIINIMUM ULTIMATE DWG No WITHDRAWAL CAPACITY OF 490 POUNDS * " j " � " ANDERSEN TW 24410 � . � A-005 . 00 DOUBLE HUNG WINDOW W 2 -6 1/8 X H 5 -0 7/8 O 3 OR APPROVED EQUAL �>` 400 .Q . 5 OF 5 " 1 4 ANDERSEN TW 210410 ® i ew DOUBLE HUNG WINDOW W 3 0 1/8 X H 5 0 7/8 O OR APPROVED EQUAL D - 7 D - 7 DOB Job NO.: eDOUBLE HUNG WINDOW W 2'-2 1/8" X H 3'-8 7/8" 1� 2 ANDERSEN TW 2036 STUD TO TOP PLATE - STUD TIE D - 8 WALL TO FOUNDATION OR APPROVED EQUAL A - 5 A 5 A - 5 ALL WINDOW MATERIAL, COLOR TO BE SELECTED BY OWNER CONTRACTOR SHALL VERIFY ALL DIMENSION IN FIELD D - 6 DOB Approval: RAFTER TO TOP PLATE PP A - 5 RAFTERS TOP PLATE ., EMERGENCY ESCAPE AND RESCUE OPENINGS (SECTION R310) ° R310.1 BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE SIMPSON STRONG-TIE SIM N TYPICAL ANCHOR BOLT WITH AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. SP4 (SPH4 SIMILAR) L,BPS STALIATION WHERE EMERGENY ESCAPE AND RESCUE OPENINGS ARE PROVIDED 4. THEY SHALL HAVE A STILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. ° Bldg Dept copy from ZETA, R310.1.1 MINIMUM OPENING AREA - 5.7 sq.ft. TOP PLATE FIDAIFile reviewed docum.nts ' R310.1.2 MINIMUM OPENING HEIGHT - 24 INCHES SIMPSON STRONG-TIE Dzt*aa: /aZ) R310.1.3 MINIMUM OPENING WIDTH - 20 INCHES SIMPSON STRONG-TIE H2.5 Ro,q,j APPROVED AS NOTED DATE-5-12 25 B.P#__51 q 10 COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES A - �.(, BY: AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT 7 q SOMOIDTOW 1ZM 3-2 6-a 5 FOLLOWING I SP CT ON FOR THE � ---SOUMOI.DTO1,T1PIAANW4GBOARD FOLLOWING INSPECTIONS: FOUNDATION-TWO REOUIRED SOUTHOWTOthMRuSTEES 12-/$'-24 FOR POURED CONCRETE N.Y.S.DEC ROUGH-FRAMING&PLUMBING SMOI.DR INSULATION SCHD FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW �a o����;� ��, YORK STATE. NOT RESPONSIBLE FOR L l� DESIGN OR CONSTRUCTION ERRORS COMPLY WITH CHAPTER"46" r-LOOD DAMAGE PREVENTION ELECTRICAL :OUTHOLD* TOWN CODE INSPECTION REQUIRED Additional Blower door Certification and ductwork May Be Required* testing required. Must provide Manuals Ifechanical Ventilation, system shall be required D,7 and S as per per 1TYS Energy Code NYS Energy Code TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE Provide windbome debris protection for new exterior glazing on buildings as per NYS cod^. i • i NOTES I LEGEND 20.0' + EXISTING WALL TO BE RE MAINM ti DaS ING WALL TO BE RUIOVED. GENERAL NOTES DECK vs . 20.8LO 3 I -- --- --- ----- EXISTING WALL& oPErlc To eLocicED 1. NO CONSTRUCTION OR DEMOIJ11ON WORK TO COMMENCE BEFORE A BUILDING PERMIT HAS N 20.8' BEEN ISSUED. IN WALL 10'CONC. POUIn WAIL 2. THE DESIGNER HAS NOT BEEN RETAINED FOR AINY CONSTRUCTION REVIEW AND/OR S INSPECTION. THE DISlGNER'S RESPONSIBILITY IS LIMITED TO THE CONTENTS OF THESE 4 n�TALL NEW aARmION WALL PLANS ONLY. INWA WOOD STUDS a is• o.0 W/ R-11 $OTT nrsutATK>H = wQtmRm 3. ALL WORK SHALL CONFORM TO THE: RESIDENTIAIL CODE OF NEW YORK STATE AND SHALL 1 &L of Dff m wWPA As CONFORM TO ALL THE RECOMMENDATIONS AND (REQUIREMENTS OF ANY OTHER AUTHORITIES G A R D I N E R S z HAVING JURISDICTION. THE CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED B A "SAIL NEW ExORVE WALL TYa. sxc wNG STUD U)IN PA PERMITS, INSPECTION, CERTIFICATES, TESTS AND SURVEYS. � /4R� aL�wOOD SHEATHING W/BUI��aAPER VINYL SIDING FINISH 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING.CONDITIONS AND DIMMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL NOTIFY AICM OF ANY AMBIGUITIES OR DISCREPANCIES �S �2 BEFORE PROCEEDING WITH THE WORK, IF ANY 1QUESTIONS ARISE BEFORE OR DURING 10.3' 10.3' CONSTRUCTION AS TO THE INTENT OR DETAILS OF THE DRAWINGS, THE CONTRACTOR SHALL ww INSTALL NEW 1o•CONC BLOCK WALL CALL AICM FOR CLARIFICATION AND/OR INSTURCTIONS. IF-THE CONTRACTOR FAILS TO DECK I ?� t� Q Slam DETECTOR FOLLOW THE PRECIDING PROCEDURE. HE SHALL ASSUME THE RESPONSIBILITY FOR THE , ;.;-; .;, S Ka O ® CARBON MONOXIDE DETECIbR CONSEQUENCES OF HIS ACTIONS AND/OR DECISIONS. ,. Wr 5. CONTRACTOR IS REQUIRED TO PROVIDE HOMEOWNER WITH ALL REQUIRED LICENSES, r7 Lp r7 °°. INSURANCE CERTIFICATES AND INSURANCE COVERAGES. " ® - arsrALL 4xs wooD oouruN I !` s `� CPEMNG HEADER 6. CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE ;3 j AREA OFWOgKJ p_},.•..;5''.,a -f g:4Y� 1 UEM THAN WIDTH 4 (2)ZM WOW HEADER ' RESIDENCE AND ITS CONTENTS FROM THE ELEMENTS DURING CONSTRUCTION. ❑ :':. 3 9 MORE THAN WIDTH s•-e• (2)2)C10 wooO HEADER 7. CONTRACTORS HALL FOLLOW ALL MANUFACTURERS SPECS FOR THE INSTALLATION OF B C `' = B '"TM`' , LESS THAN WIDTH a•-o• EQUIPMENT, PRODUCTS AND SYSTEM EQUIPMENT. O 3 ,?` w L ALL ARRANGE FOR THE SUPERVISION OF THE CONSTRUCTION WORK TO x«e:. 8. THE OWNER SHALL r,,,r.,�.,, MORE THAN WIDTH S-o• (2)2X12 w000 HEADER INSURE COMPLIANCE WITH THE CONTRACT'DOCUMENTS. � 9. NO DRAWINGS SHALL BE SCALED; ONLY WRITTEN! DIMENSIONS SHALL BE USED. -, 10. ALL LUMBER FOR JOISTS AND RAFTERS SHALL BE HEM-FIR #2 HAVING A MIN. REPERIRIVEJ D PRIOR TO DELIVERY TO JOB SITE FIBER STRESS OF 850 P.S.f., MARKE , AND A MIN. BEARING OF 4-(UNLESS OTHERWISE NOTED). _ �GGS� CG ' 11. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RESIDENTIAL CD CODE OF NEW YORK STATE; CHAPTERS 33,34,315,36,37,38,39.40 AND 42 AND ALL + COVER PORCH PROPOSED SECOND FLOOR:(B) wOp1v .i APPLICABLE LOCAL CODES. d" ` ' 12. ELECTRICAL UNDERWRITER'S CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE EXISTING FIRST FLOOR: A♦B+C 2. 20.1 x10.3 = 207.03s:f. OWNER UPON COMPLETION OF ALL ELECTRICAL WORK. ` ( ) EXISTING SECOND FLOOR.(A) 13. ALL PLUMBING WORK SHALT. BE PERFORMED IN STRICT COMPLIANCE WITH THE , , +I RESIDENTIAL CODE OF NEW YORK STATE; CHAPTERS 25,26,27,28,29,30.31 AND 32 AND ALL A: 20.8 X37.3 = 775.84S.f. ' '- W I! � APPLICABLE LOCAL CODES AND HEALTH DEPARTMENT REQUIREMENTS. , , 1: 20.8 X37.3 -- 775.84s.f. r�, �. � >1 14. ALL AREAS WITHIN BATHROOM TO BE 5/8" WATER RESISTANT GYPSUM BOARD. B: 6.5 X4.O =' 26.OS.f. 00 15. INSULATE ALL PIPING AND DUCTWORK IN ATTIC AND CRAWL SPACES WITH 1" INSULATION C: 10.3 X20.1 = 207,03S.f. 982.87s.f. ON ALL DUCTS;1-1/2" INSULATION ON ALL PIPING; 3/4" INSULATION ON ALL WATER SERVICE a 1 M of SUPPLY PIPING. TOTAL PROP. & EX. FL. AREA= 16. CAULK AND FINISH ALL WINDOWS AND DOORS AS REQUIRED. I a 1 N 17. INSTALL METAL FLASHING AROUND ALL ROOF PENETRATIONS. 207.03+775.84= 982.87s.f. Fn 18. PROVIDE AND INSTALL ALL 'MOLDINGS, SILLS, STOOLS AND TRIM AROUND ALL WINDOWS AND TOTAL EX. FL. AREA- E DOORS AS REQUIRED. 19. ALL COLORS AND FINISHES, ETC. SHALL BE SELECTED BY OWNER. 775.84+26.00+207.03= 1008.87S.f. '1 20. ALL WINDOWS, AS SELECTED BY OWNER, SHALL HAVE HIGH PERFORMANCE INSULATED GLASS. 1\TY , ( i 21. ALL WINDOWS THAT SERVE AS EMERGENCY EGRESS MUST COMPLY WITH R310 OF RCNYS. ALL INSULATION WHICH IS CAPABLE OF ABSORBING WATER, SHALL BE PROTECTED BY �'g� REVISION 22•VAPOR BARRIER INSULATION, ON THE WINTER WARM SIDE OF THE INSULATION. INSULATION SHALL TOTAL 1 St, 2nd FL. AREA-- DESCRIPTION DATE BY BE INSTALLED IN SUCH A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT PLATES i W NO. LINES, SILL LINES AND CORNERS AS PER R320 AND R808 OF RCNYS. 1008.87+982.87= 1 ,991.74s.f.. N �' 23. ALL FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OF 2 TONS PER SQUARE FOOT � N STORY BEARING CAPACITY; CONTRACTOR SHALL HAVE THE LEVEL OF BEARING STRATA VERIFIED IN " "- FRAME 0 ECK@ st + 22'-6" ' THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE THE FIELD PRIOR TO CONSTRUCTION. EX.1 st F.A = 1,008.87S.f. 24. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS di HOUSE 2' ' U OF ACI-301-89 "SPECIFICAi10NS FOR STRUCTURAL CONCRETE FOR BUILDINGS (FC=3,000 DECK'(20 0'Xi 2 5')+(6 5X4 0')+( 'x10 3'-317 2 s f RESPONSIES,OR CONSTRUCTION,MEANSFETYP ECAU IONSA DPROIQAMP.S.I.); REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. ALL FOUNDATIONS PROP, SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 2ND Fy., ( CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SHALL BE ADQUATELY BRACED PRIOR TO BACK: FILLING. COVER PORCH =4.3'X20.8 =89.�44S.f.25. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C-90 FOR GRADE "N" UNITS WITH ADD1Tf0 SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FORTHTYPE "M" MORTAR. ALL MAE�ONRY WORK SHALL. CONFORM TO ACI 531-79. PROVIDE shed:16.8'X11.3'=189.84 S.F. A ��� .r, %, p� FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE L TRUSS TYPE REINFORCING EVERY 0 THER COURSE (16" O.C.). PROVIDE MASONRY _ GATE. " " `r CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN•DRAWINGS ARE NO DUROWAL TO AL LOT COVERAGE 1605.35 s.f. ;�f�._� ANCHORS AT 16" Q.C. AT ALL COLUMN, SPANDREL BEAMS, AND LINES OF BRIDGING. 70 BE SCALED 26.-ALL MASONRY WORK SHALL. CONFORM TO R60)6, R607, R608, R611 AND R703 OF RCNYS. i 27. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC "SPECIFICATIONS OVER PORC ^FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4' W .0 "STEEL SHALL CONFORM TO ASTM A-36 AND A601. ALL CONNECTIONS SHALL USE 325 HS M , a w - • BOLTS OR E70XX WELDS. STEEL JOISTS MANUFACTURERS DESIGN AND ERECTION SHALL DECK. CONFORM TO SJI SPECIFICATIONS. DEVICES ON EACH FLOOR AND ONE G ALARM D � � � 0 • 28. PROVIDE SINGLE-STATION SMOKE-DETECTING M „�-'-.� �' ••a,.°kr-'�'.,,. , PER BEDROOM AS PER R317 OF RCNYS. �x � f J � - 29--RAIUNGS AND HANDRAILS, (BOTH INTERIOR AND EXTERIOR, SHALL BE DESIGNED TO RESIST _ _- . -• - r -1 0 � � LATERAL IMPACT AT TOP EQUIVALENT TO A MINI. LINEAR LOAD OF 50 LBS. PER FOOT AS PER /"1i•1 y 6 F RCNYS. R315 AND R31 0 ' •4r *,, �.,,,•. WI1fH R311 R312 AND R314 OR RCNYS. r! ~ k 30. STAIRS, DOORS AND EXITS SHALL COMPLY , 1 DOORS, SHOWER STALLS, FIXED PANELS AND BATHTUB ENCLOSURES SHALL 31. GLAZING !N D , COMPLY WITH R308 OF RCNYS. 32. FOAM PLASTIC INSULATION SHALL COMPLY WITH R318 OF RCNYS. w ' 33. DOUBLE ALL BEAMS AND JOISTS UNDER PARALLEL PARTITIONS AND AROUND OPENING IN O ANTHONY CUCICH FLOORS AND ROOFS. i� *, - 4.4' 34. PLYWOOD SUB-FLOORING SHALL BE INSTALLED AS PER R503 OF RCNYS. ZONING ANALYST' 3 �U,' '``� 35. CHIMNEY CONSTRUCTION SMALL CONFORM TO CHAPTERS 10 AND 18 OF RCNYS. ARCHITECT * PLANNERS 36. CHIMNEY OUTLETS SHALL BE NOT LOWER THAN TOP OF ANY WINDOW WITHIN 20 FEET, W 37-02 ASTORIA BLVD, AST1 NY !1103 NOR LESS THAN 2 FEET ABOVE THE COMBUSTIBLE PART OF THE ROOF OR BUILDING WITHIN 1 10 FEET, BUT SHALL NOT 13E LESS 3'-O" ABOVE THE HIGHEST POINT WHERE THE O' CHIMNEY PASSES THROUGH THE ROOF AS PER R100.6 OF RCNYS. PROPOSED ° 1 37. ATTICS TO HAVE ACCESS AND CROSS VENTILATTiON AS PER R806 AND R807 OF RCNYS. 38. CONTRACTOR SHALL PATCH AND REPAIR ALL EEXISTING AREAS LEFT EXPOSED AND/OR z 5 � a DAMAGED DUE TO THIS ADDITION WITH SIMILAR; MATERIALS OR AS DIRECTED BY OWNER. ' r. 39. PLACE CLIPS ON ALL ROOF RAFTERS. _ X ADDRESS 12960 MAIN ROAD � a `� • � jw 40. PUT DOUBLE HEADERS AND TRIMMERS AROUND ALL STAIRS AND SKYLIGHT OPENINGS EAST MARION NY PARTIAL 41. ALL SUPPLY AND EXHAUST INTAKE AND OUTLEETS TO BE EQUIPPED WITH TIGHT SHUT PROPOSED PARTIAL T BUILDING ENVELOPE TO MINIMIZE AIR LEAKAGE. I W ��' DAMPER A 42. PROVIDE MINIMUM 100 C.F.M. MECHANICAL EXHAUST FROM BATHROOMS AND MINIMUM 150 U O A jq 2ND FL ADDITION C.F.M. MECHANICAL VENTILATION IN KITCHEN AREAS. F-+ OO 43. PROVIDE COMBUSTION AIR FOR FUEL BURNING EQUIPMENT AS PER CHAPTER 17 OF RCNYS. - 1 44. BOILERS AND HOT WATER HEATERS AS PER CHAPTER 17 OF RCNYS. 45. FUEL GAS EQUIPMENT AS PER CHAPTER 24 OF RCNYS. 46. PROVIDE SIMPSON STRONG TIE JOIST HANGERS AT ALL FLUSH HEADER CONDITIONS. ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. 47. PROVIDE CARBON MONOXIDE DETECTOR ON EACH FLOOR AS PER NASSAU COUNTY 1 PUBLIC HEALTH ORDINANCE SECTION 14(A). PAINT GYPSUM BOARD SURFACES MOTES - -SITE PLAN & NOTES 1 ONOTHEADRAWINGS�A SUPPLY PAINT IN THE LL PAINT AND MATERIAL ARE COLOR, E NTO THE JOB SITEINES ONTAINEIRSa 1 • LOT AREA = € 196.53 X 36.06 +(1 /2(28.84X196.53) = 9,9G.J.83 sq.ft. 2. PAINT IS TO APPLIED AS PER MANUFACTURE'S SPECIFICATIONS. 2. EXIST. FIRST FLOOR AREA = A + B + C = 1 ,008.87 sq.ft. 3. ALL SURFACES RECEIVING PAINT ARE TO BE PREPARED AS REQUIRED TO RECEIVE 3. EXIST. SECOND FLOOR AREA = A - 775.84 sq.ft. 36.0d THE SPECIFIED FINISH. FENCE �� 9/05/202 NLINE PROJECT No.: 4. EXISTING TO REMAIN SURFACES SCHEDULED FOR PAINTING ARE TO BE PREPARED AND 4. PROPOSED (a) FIRST FLOOR AREA =0.0' Sq.ft. MADE READY FOR PAINTING AS IF THEY WERE NEW SURFACES. THIS INCLUDES BUT ARE NOT PEELING ���� AND SCALING PAINT, PAINTING AS IF THEY WERE NEW SURFACES. THIS INCLUDES _ '"' R. DRAWING BY: S.M. BUT ARE NOT PEELING AND SCALING PAINT, AND CLEANING THE SURFACE, AND PATCHING ALL HOLES (I?) SECOND FLOOR AREA -- B = 207.03 sq.ft. a `` : y'°. +, CHECKED BY. A.C. AND CRACKS. .' ., ,- M�. I, DWG No : 5. SURFACES ARE TO RECEIVE ON PRIMER COAT SOON AFTER SURFACE PREPARATION TOTAL PROPOSED AREA = 207.03 sq.ft. HAS BEEN COMPLETED. 6. SURFACES ARE TO RECEIVE THREE FINISH COATS. 5. TOTAL FLOOR AREA = 1 ,008.87 + 775.84 + 207.03 = 1 ,991 .74 sq.ft. 7. CONTRACTOR IS TO SUBMIT PAINT COLOR SAMPLE TO ARCHITECT OR OWNER FOR APPROVAL. ' I 6. FLOOR AREA RATIO = 1 ,991 .74 9,920.83 = 0.20 - I OF 5 ` / DOB Job No. ELECTRICAL NOTES 7. FLOOR AREA PERCENTAGE = 0.198 X 100(%) = 20% 1. ALL WORK TO BE DONE BY ELECTRICAL LICENSED CONTRACTOR IN THE NEW YORK STATE. 8. BUILDING FLOOR AREA = 1 ,008.87 = 1 ,008.87 sq.ft. 2. ALL WORK TO COMPLY TO THE STANDARD OF 'THE NEW YORK STATE BUILDING MAIN ROAD (N Y S R O U T E 25) CODE, AND ALL OTHER AGENCIES HAVING JURISDICTION 9. OPEN SPACE = (9,920.83. - 1 ,008.87) = 8,911 .96 sq.ft. 3. ALL ELECTRIC CODE, LOCAL AUTHORITIES AND BE BOARD OF FIRE UNDERWRITERS APPROVED. 10. OPEN SPACE ' RATIO = 8,91 1 .96 / 9,920.33 = 0.899 L T PL N DOB Approval: 4. SEE SEPARATE ELECTRICAL SPECIFICATION. 11 . OPEN SPACE RATIO = 0.898 X 10 0(%) = 8 9.9 8% WORK AREA :FIRST FLOOR,SECOND FLOOR 5COPE 01�f I x FRONT YARD " ` � • - - �, •• 97.0w EXIST.FRONT YARD = 97-0 ` SIDE YARDS " " " 4 ;; t PROPOSED SIDE YARD 12 -10 & 9 - x. 1 t.l PROPOSED PARTIAL 12-10' & 9 -4 TOTAL PROPOSED SIDE YARD 22'-2" 4 a. , .. REAR YARD 36'-4" PROPOSED REAR YARD 36'-4" F'LADDITIONzND • Ar .,. -.,.. < ..., h -,. --.._.,._.-.w«-«..,r...-.,.w+r.....s,..�...v-..w.•e.•...•„s.«««,•m-.,q•,ea-*.vnr..,•...+w- �a�*.+e •w.+a-.•r•w^e..+ws.rnr•+.,,.,ww..-+•+wm••w:.r•�..m.. -� .+ -••.yv.•*....,. rm- ,n LEGEND EXISTING WALL TO BE REMAINED. EXISTING WALL TO BE REMOVED. EXISTING WALL & OPENING TO BE BLOCKED INSTALL 10' CONC. POURED WALL INSTALL NEW PARTITION WALL 2 X4'WOOD STUDS 0 16' O.C. W/ R-11 BATT INSULATION 1 LAYER OF 1/2' GYP.BD.FINISH AS REQUIRED INSTALL NEW EXTERIOR WALL TYP. 2X6 WOOD STUD 016. O.C. W/ R19 BATT INSULATION 5/8'THK. GYP.BD. ON INSIDE 3/4' EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER VINYL SIDING FINISH INSTALL NEW 10 CONC. BLOCK WALL 0 SMOKE DETECTOR ACARBON MONOXIDE DETECTOR ® INSTALL 4X4 WOOD COLUMN OPENING HEADER LESS THAN WIDTH 4' (2)2XB WOOD HEADER MORE THAN WIDTH 4'-6- (2)2X10 WOOD HEADER LESS THAN WIDTH 8'-0' MORE THAN WIDTH 8'-0- (2)2X12 WOOD HEADER DN i EXIST. j DECK --------------------------- I (EXIST. EXIST. DESCRIPTION DATE BY ' I BALCONY ABOVE ( BALCONY REVISION I I NO. I EXIST. WINDOW EXIST. SLIDING DOOR EXIST. WINDOW I DEIST. WINDOW EXIST. SUDING DOOR EXIST. WINDOW W 3'—OX H 5'-0' W 6'—OX H 61-8- W 3'—OX H 5'-0' W 31—OX H 5'-0' W 61-0X H 61-8' W 3'—OX H 5'-0' ��eeN �iSx x THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION,MEANS,METHODS,DEVfATIONS,TECHNIQUES irN oirN c SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 63 63 CONNECTION WITH WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, xx SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE I �cc m FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE N CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO E E 1 TO BE SCALED EXIST. BED ROOM LIVING ROOM ; 5"-10' _ � • _.. i�ry�%tf,,;F!i%i"C. `F„°�<4',{�,,.fd'/./J, /'v+1 2yj„+! cc ANV C.L. t (2)2- X 10- WOOD BEAM CD g CUCiCH ` - �� .. 1 EXIST i� BATHROOM EXIST. socFM 32`x32' FTG �3 ANTHONY CUCICH ' (TYP.) EXIST.IST.12' C❑NC LIVING ROOM ® — — —— —— ARCHITECT * PLANNERS — _ 37-02 ASTORIA BLVD, ASTORIA NY 11103 �————,———— 1 (2) 2- X 10" ® II II 0 50 CF " EXIST. II PROPOSED 1 — UP TO �, 4 _ BATHROOM HORIZONTAL EXTENSION /�� �-�7� 3 n I I UP N ._...—... � D!YY �1VL lili �_ II EXIST. l,�l �; � 3D C.L. G.L. II 32'x32' FTG o LS3 CDOOS it E(TYPXIST. EXIST.2x10 CLG. JOIST KITCHEN 12 C❑NC 1 1 EXIST.J" PLYWOOD FLOOR EXIST.ROO Iv 4 II $c EXIST.ROOF II ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. TO BE REMOVED ° REF ._ —. —— —— FAMILY &I II ROOM (I II II 1 -6N —o' ]ED " EXIST.PLAN ��''° �' BEDROOM BED ROOM II • 50 CF N (:)]BATHROOM G.L. DaTE: 09-06-202EXIST. C.L. IIPROJECT No.: EXIST. H II ; ,-'� � '� � DRAWING Br: S.M. 32'x32' FTG CHECKED BY: A.C. (TYP.) DWG No EXIST • BDILE M a ° .,+. mi i2' C❑NC W EXIST. WINDOW ——— EXIST. WINDOW A-0 0 0 0 W 3'-01'X H W EXIST. WINDOW EXIST. WINDOW W 3'—OX H 5'-0' W 3'-0X H 51-0' EXIST, "' 2 OF 5 COVER PORCH DOB°Job No::- DOB Approval: CELLAR PLAN 2 FIRST FLOOR PLAN 3 SECOND FLOOR PLAN A-2 SCALE 1/4" = 1'—O" �-2 SCALE" 1/4" = 1'-0" A--2 SCALE 1/4" = V-0" 01 1 HR/35-39 STC. FL/CLG SCALE: NTS Q CELLAR CEILING DETAIL SCALE: 1"=1'—O" 0 TYP. 1 H FR BEARING WALL DETAIL SCALE: 11"=V-0"1041 INTERIOR PARTITION DETAIL SCALE: 1"=1'-0" 1051 TYP. FOR BATHRM FL. SCALE: 1"=1'—O" LEGEND _.EX. FLOOR FINISH NEW. !2" CERAMIC TILES EXISTING WALL TO BE REMMNED. EX. " PLYWD. SUE 2x4 @ 112.O.C. THINSET EXISTING WALL TO BE REMOVED. 20 @16'O.C. NEW " CEMENT BOARD EX. VINYL FLOORING TO REMAIN. EXISTING WALL a OPENING TD BE BLOCKED 1 LAYER OF 1" NORMAL WD. FIN. FL IOR 19/32" WOOD STUDS OVER EX. VINYL TILES TO PLYWOOD FIN. FL. W/ LONG EDGES T&G TYPE"X' GYP. BD. 1�2' GYP. 1/2' GYP. BD. REMAIN. EX. X' PLYWD. SUBFL � INSTALL ,o•CONC. POURED wau. ' TYPE'X' GYP. BD. BD. 1 LAYER OF 1" M10RMAL WD. SUB FL INSTALL NEW PARTITION WALL 1 15/32 1* I PLYWOOD W/ EXT' a PROVIDE SOLID 2x4 PROVIDE SOLID 2x3 2"xAY W000 1/2' o ,6• D.O. W/ R EQ RED INsutanoN GLUE SUB FL BLOCKINtG— BLOCKING— , LAYER OF ,/2' GYP 8D.FINISH As REQUIRED INSTALL NEW EXTERIOR WALL TYP. 2X6 WOOD STUD 016- O.C. W/ R19 BATT INSULATION 5/8•THK. GYP.BD. ON INSIDE STAGGERED STAGGERED VINYL SIDING FINISH EX. WOOD JOIST. � 3/4' EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER NEW 1 LAYERS OF BEARING WALL RATING: ' 2"x10" WD. JOIST CELLAR CEILING 1 SHEET FIRE RATED 1—HR. U305 ' " INSTALL NEW ,0""GONG. BLOCK WALL0 12 OC TYP. PARTITION NEW ' SHEET ROCK EX. WOOD JOIST. (TYREX.) ® SMOKE DETECTOR ACARBON MONOXIDE DETECTOR 1—HR. FIRE RATED ® INSTALL 4X4 WOOD COLUMN 06 TYP. FLOOR DETAIL SCALE: 1"=1'-0' - NOTE: PROVIDE R-30 ® CELLAR CEILING AS PER UL: L501 OPENING HEADER 1 LAYER OF 51$", GYP. ®D. TYP X MORE THAN WIDTH 4'-6• (2)2Xi0 WOOD HEADER EX. WD. JOIST TO REMAIN NEW. - FINISH FLOOR LESS THAN VA� 8'-0 2>2 WOOD HEADER 1 H R 3 5-- 3 9 STC. F L. CLG. �• �' PLYWD. sUBFL _ - RE THAN WIDTH 8-0 2)2X72 WOOD HEADER i (COMBUTIBLE BASED ON GA FILE FC 5420.) N.T.S. FIRE TEST:UL R3501-5, 9, 7-15-52; UL R319-2, 3, 6-5-52 UL Design L 501; ULC Design M500 IIC & TEST: 32(66 C & P) NGC 5032,7-19-66 EX. ' TYPE'X' GYP. BD NOTE: PROVIDE R-30 ® CELLAR CEILING 1—HR. FIRE RATED AS PER UL: L501 DN REVISION DESCRIPTION DATE BY NO. , EXIST. i � DECK THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION,MEANS,METHODS,DEVIATIONS,TECHNIQUES ,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE EXIST. ( FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE I BALCONY ABOVE ( EXIST. CONTRACT DOCUMENTS,ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO BALCONY ( I TO BE SCALED I MST. WINDOW EXIST. SUDING DOOR EXIST. WINDOW EXIST. WINDOW EXIST SLIDING DOOR EXIST. WINDOW W 3'-0'X H 5' W 8-0 H B—8 W 3-0 H 5-0 III W 3'—O'X H 5'—e w 8'-01X H 8'-8 W 3'—O•X H 5'-0' o of •� it✓✓/s�' �^«,br^~ r".'r`a 191-10, 1 EXIST. k. f / I T• LIVING ROOM EXIST. co El I BED ROOM ' f71.'.�.5af"J��'J�e/d''�a/si'' Mi.; nr+..".?,:'•r,�✓"f�� I ANTHONY CUCICH ARCHITECT *• PLANNERS �n I 37-02 ASTORIA BLVD, ASTORIA NY 11103 IJ N t�n.l O ra C.L. iv (2)2' X 10' WOOD BEAM 6/_0, o z EXIST. z _ EXIST �F,.ar :�:�;M1 =:�f '° BATHROOM - ',VET%%^� N PR OPOSED 32 x32 FTG -AR RK= 50 CF'Ui - y- 3 T (TYP.) - T .) HORIZONTAL EXTENSION.�• EXIST. `"^ DEG r .dS�,•i; itr AREA OF WORK _ .EXIST- D00{2!':�•�`;l"rt _ DOW O'XNEW. WINDOW NEW. NH 3' EXIST. 3'-0•X H 5'-0' W 3' / DECK (21 2" X 10" / I • � ;a♦a,', =_`J�`--'s.i "'o'' / d•:'C3;v::�r!A Sy",.��' ^,�:i.e' 41ak y g —10 a^a:.>>,:; ,' `,,Ise: ADDRESS: 12960 MAIN ROAD EA ST AST MARRION L.I. 0 9 . .:s.:zx':'``•',?..n,�,.,s�i:�- �4°�` 'a ";yu�;, , .yexd� "`:�".c'°;�'ii;,; :,seyg• rJ ;..z �, .,..xr'`s,.rus.'.✓;Sx ?:.fi;s"tr'-i ® f:j✓:r.: , . �6.r .. PROP.CELL AND IST FLOOR I- UP TO EXIST. - _ _:,� __ :<y „: w> � ;: e - 2ND BATHROOM O c _ = rt, =5.m ., < = _ UP D/w �%: A <ii55;f 2ND FL u '- ; EXIST. NI. CM .L. C.L. _` '� AREA OF pp WORK °`�?z�.�.�rry: i I —�yy, 0 a'z d '"'+ - „s„ ;:»Tar ✓d' "s a i .;�::' :.i, 32 x32 FTG s (TYP.) ,��4�.TI - - :r:; ,.�:..,,��;-. 4 v:E`::=:-.+ fi•€ Ca.: 3;,�,.: .;.-;`e€!' DATE: 09/05/2 " KITCHEN = . < _ s °-s>'- . st.. q .r s, p EXIST. 02 �_ " N ---;e:t:f''' _'' - ; ::.6^ as9'a": 4i3� x10 CLG. JOIST ___ f _ €t€I;: ''. � �,.a.`':- EXIST.2 12 CONIC z EXIST PLYWOOD FLOOR AQ '- ,c, ;M l ;s $; :_€' PR I• =?t.r - _ __-- '' #:,ar ,v,;.,:' �.!y{. { ;' y OJECT No.: •I EXIST.ROOT rf n•fir., 3° ^`�� .'„ -_ (, - : DRAWING BY: S.M. 3 DINING �, •t REP ROOM . —_ — — ———— Q NEVI. DOOR max= a g' `• CHECKED BY: A.C. 0 C _ AND— ABED RDOM(244.89 sq.� j DWG o _ LIGHT: 244.89 X 8(%) O$ Q ;.<<3 N -LIGHT: 244.89 X 8(%) ^'' 19.59 sq.ft.<45.82 sq.ft. O.K. t.<45.00 .' Ki -61�xr+ '.-o' - ±19,59,sq.f ,0 sq.f t. ❑.K '. ".` A 0 0 3. 0 0 W 2 IDW2-8C62-8• }. "� �fi'_ s=i. .t;_• - -z"f<<fre p:, _ -- r.�,'',,6 "S9J:>:�3 •*4� .aA.".., Y•a'.i '� EXIST. <-�':�`- ,�,n - -___ : �` ;�`�€-•�r�, ;..€ r.:�.;� A-A ��9i;-• 1 VENTI.:244.89 X 4(%) 1 f, = ,. ' r;;. ?` $ ;'- ' A-A <: IVENTl.:244.$9 X 4(%) _ sY:,€,: 3 OF 5 - A-A m "';::�d,��� ,�; SEES TION � - 9.79 sq,ft,<22.91 sq,ft. D.K. BED ROOM = ; = f. SEE S ON 50 C = SEE S TION - .. , ,: ;9.79 sq,ft.<22.50 sq.ft, .� WALK IN Y.�:f ® I C.L. C.L. DOB Job No.: C.L.EXIST- n. `o €: ,,Aw a =✓:s r - - - .6'fi- EIATHR00 Hw - „ EXIST. / .r`�r=ss�,r • • r� ;`f;.sa l' = _ __ r.re..;xryy;� :x :z".•^','''..,' ''v? ' 32 x32 FTG (TYP.) EXIST. _ I `:< B❑ILE s;r lfEs; _ ;z;.:. .,. , _.�.•;:I ; r.. , .; ; EXIST. _ _-q � ,�;___ = �.,.. �. - ,m` DOB Approval: — / 1 EXIST. WINDOW W L W LIST. ND4-2' EXIST. WINDOW EXIST. WINDOW NEW, WINDOW W 3'-O'X H 5'-0' w 31-0•X H V-01 W 3'-0•x H 5'-0' EXIST. (2) 2*X12' COVER PORCH 0 3 EXIST. + PROP. SECOND FLOOR PLAN A-2 SCALE 1/4" = 1'-0" x x 1 EXIST + PROP.CELLAR PLAN A-2 SCALE 1/4" = 1'-0" 2 EXIST.+ FLOOR PROP.FIR T F OR PLAN S A-2 SCALE 1/4" = 1'-0" T LEGEND EXISTING WALL TO BE REMAINED. EXISTING WALL TO BE REMOVED. EXISTING WALL"& OPENING TO BE BLOCKED INSTALL 10"CONM POURED WALL INSTALL NEW PARTITION WALL 2'X4'WOOD STUDS O 18' O.C. W/ R-11 BATT INSULATION 1 LAYER OF 1/2' GYP-BD-FINISH AS REQUIRED INSTALL NEW D(TERIOR WALL TYP. 2X8 WOOD STUD Ole" O.C. W/ R19 BATE INSULATION 5/8-THK. GYP.BD. ON INSIDE 3/4- EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER VINYL SIDING FINISH INSTALL NEW 10"CONC. BLOCK WALL US SMOKE DETECTOR CARBON MONOXIDE DETECTOR ® INSTALL 4X4 WOOD COLUMN OPENING HEADER LESS THAN WIDTH 4' (2)2X8 WOOD HEADER MORE THAN WIDTH 4'-8' (2)2X10 WOOD HEADER LESS THAN WIDTH 8'-0' MORE THAN WIDTH 8'-0" (2)2X12 WOOD HEADER REVISION DESCRIPTION DATE BY NO. CEILING (::EILING �4• J is .,... �i< �.... �'-°-••^°�^'"� ,:�'.•• ,,..";;; - _ .__ OT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE e. Mi EXISTING.. ?,.,, f�.,,., eo?;;: : r,-EXISTING EXISTING '"� �::�' s SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH VVOR FOR THE ACTS OR OMISSIONS IC OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FORTH FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE EXISTING '; t'" mI_.,:;•;>;' S; "-'> `'° �-}-- -.L,-•' CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO TO BE SCALED f r:,�tav°.✓ql,✓•�;'��d,�'. :,,:d�k:3:{:Ci:§n` i.'fi.�,,.,. WORK AREAS s.:r•., ram-. �::.��,m �ro00 SECOND LEL ,3 ,.5p,vr,.,��;.:u!,'+ry.'n ,', ra:,.a.r.,;..'?.��^.2°r.;a .. .R,+,,.+..s ew:a;.'e•s�i77, " �y,!���/J'�r�'wo SECOND F.L. Y -------------------------- t ^�✓ry5t EXISTING EXISTING „`� ; ✓3 ' EXISTING EXISTING EXISTING ` ... /`_ ''+1'.�e'<?`,,/`�:;S;si%�;.3'`a.cYl./i'f!a'%�r 4.:•::'/t:'a°•r ► / ► / f ANTHONY CUCICH ARCHITECT * PLANNERS t l 37-02 ASTOR A BLVD, ASTORIA NY 11103 Q• FIRST F.L. EL 11- 3'-4" EL + 3'-4" �F W F.L. GROUND EL t 0'-0" Et, f 0'-0" GI? JND a, PROPOSED - T HORIZONTAL EXTENSION ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. 1 FRONT ELEVATION PROP.FRONT AND REAR ELEVATION A-4 SCALE 1/4" = 1'-0" 2 REAR ELEVATION A-4 SCALE 1/4" = 1'-0" /a _ DATE: 09/05/202 Y PROJECT No.: '913 DRAWING BY: S.M. CHECKED BY: A.C. DWG No . A-004. 00 4OF5 DOB Job No.: DOB Approval: LEGEND EXISTING WALL To BE REMAINED. WOOD RISER ALUMN. R-38 INSULATION. EXISTING WAIL To BE REMOVED. D - 3 FLOOR TIE ANCHOR WOOD TREAD AP FLASHING EXISTING WALL de OPENING TO BE SOCKED A - 5 WALL N - STRINGER 1 �, Lxibi.wuub " " CEILING MISTALL 10" CONC. POURED WALL t; .; EL +21 -OO INSTALL NEW PARTITION WALL .:, c a:✓s. ., ;, c ige s' 2"X4" WOOD STUDS o 16' O.C. W/ R-11 6•°•1:` 1 LAYER OF 1 RED INSULATION B U I L D UP / ,..•:;°¢. ,.».r., ,s.: ;s .'.,err , � /2 GYP.BD.FINISH AS REQUIRED 1 HR FIRE RATE mp"i INSTALL N WOOD BEAM . , ,v4,:`,: M. TYP. 2X6 WOOD STUD o,6-D.C. �.'x:" I r,: #z a r, NEW EXTERIOR WAIL r' 4..,:y ^ ""`r` W/ R,O B ATT INSULATION 5/8'THK. GYP.BD. ON INSIDE END st' ,Y„::-%,,:ti 3'' =i rs;,,?r€fnxi"sS'a%rr'Caas; ' '. 3 4" EXTERIOR GRADE PLYWOOD G --- _f;.p :t` e 'e:.ixf"% I` ,'.INK,,, t,3 / YWOOD SHEATHING W/ BUILDING PAPER A �. E's" VINYL SIDING FINISH CN �G7 S TO' f LIB ° ^:;R-',,Z.,,»rw�,• ', 8 CARRIAGE OUT 80 ._ ' r ° UT I _. !WORK AREA::: € _ :, ALL NEW 1O"CONC. BLOCK WALL pe --'�,:;' F'e.:�=;s:` Y;..;`.1;.,,,:,, INSTALL FOR RISERS & BED ROOM BED ROOM __ r u, ,E wf.. „� 0 O c °i': NGTH •'• U 0 >T „ �: r"5�_ Ra✓:xnv .wd..id}v{w "f;p i :'':f:P�; TREADS _ ; P BED ROOM µw. m; wtz e RIM JOIST O SMOKE DETECTOR p C o $ AN WOOD STAIR DETAIL _ _ N. " e M,y s s" 4aas` } CARBON MONOXIDE DETECTOR V��E MIN SIMPSON STRONG-TIE !'yp. __ � ��:��� '����� •=�;, END DISTANCGS16 p SCALE 1/4 1 0 X1ST. WOOD FLOORING p INSTALL 04 WOOD COLUMN EL +13 0 SECOND F.L. p - OPENING HEADER EXIST.W00 JOIST INSTAL L 2"X10 ®16 O.0 WOOD JOIST LESS THAN WIDTH 4• (z)2X8 WOOD HEADER TOP PLATE 0 " MORE 1HMT WIDTH 4'-6" (2)2X10 WOOD HEADER e� L N EL +12 -2 CEILING LESS THAN WIDTH 8'-0" EXIST.ASPHALT SHINGLE ROOFING MORE THAN WIDTH 8'—W (2)2X12 WOOD HEADER 00 0 WOOD STUD- o0 10d TOENAIL UBLE � cl>`iND IP 9 e _ NSTALL NEW EXTERIOR WALL TYP. 2X6 WOOD STUD 016" O.C. EACH END SPACER ' DINING ROOM � W/ R13 GATT INSULATION 5/8" THK. GYP.BD. ON INSIDE /4 EXTERIOR GRADE PLYWOOD SHEATHING W/ BUILDING PAPER 1 I VINYL SIDING FINISH co 00 0 D - RAFTER TO RIDGE (RAFTER TO RAFTER) o a - A - 5 HEADER 'toEXIST. WOOD FLt00RING EW. WOOD LOORI EL + 3'-4" FlIYT F.L. i EXIST.WOOD JOIST INSTALL 2 i0 016 O.0 WO 6#J IST R • N t od o i NEW.WOOD JOIST io X2" KEY AY EL t 0'-0" G ND BEAM AND STRAP OPEN CELLAR END DISTANCE tod AT 16"0. ACCESSORY USE ONLY o STAGGERED EXISTING 10d TOENAIL IST. CON'C FLOORING _ "X32" CONTINUOUS CONC. FTC. 4 RE-BAR CONTINUOUS REVISION DESCRIPTION DATE BY NO. e SOLE PLATE S E cCT I O N A-A � CONTINUOUS CONC. F�'G. ' .: :,.. •.:.::." �:• . • •' _ �s ..; o-s DOOR OPENING W/�3) 5 RE-BAR CONTINUOUS THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE A-5 Scm : N.rs CRIPPLE �-5 SCALE 11/4" = 1'--0" RESPONSIBLE FOR CONSTRUCTION,MEANS,METHODS,DEVIATIONS,TECHNIQUES —SIMPSON STRAP SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN WS-JOIST HANGER t Od TOENAIL CONNECTION WITH WORK,FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, LUS—J SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING THE WORK,OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE NTH THE 8d NAILS INTO EACH RAFTER PER STRAP * SIMPSON STRONG CS SRT CONTRACT DOCUMENTS.ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NO • * SIMPSON STRONG-TIE CS20 SRTAPS 162AUGE TO TINUOLISON II III (1 STRAPS WHIICH TO �I tt E SCALED AR CUT LENGTH * MINI UM CUT EN T1H IN INCHES= DOUBLE 6 1�2+(2 1/SL}X( OF NAILS INTO EACH (RAFTER)+(RIDGE WIDTH) 1Od HEADER `� � %i/rn•..,;4y MB�;�9,rs!q�,rr isi,•,''ryr�, :t.�tf ra, RIM JOIST TO BEAM CONNECTIO)N �`%f cucicH ANTHONY CUCICH BO BOTH TOENAIL ARCHITECT * PLANNERS CRIPPLE 37-02: ASTORIA BLVD, ASTORIA NY 11103 • BEAM AS PER PLANS 1 �10 WINDOW OPENING - I FLOOR JOIST trl SCAM N.T.S WIND-BORNE DEBRIS IS PROTECTION FASTENING SCHEDULE AS PER PLANS . . ., ° FOR WOOD STRUCTURAL. PANELS PROPOSED HORIZONTAL EXTENSION THE FOLLOWING ARE EXCERPTED CODE OF THE STATE OF NEW YORK. SIMPSON STRONG—TIE FASTENER SPACING LUS-JOIST HANGER ' FASTENER TYPE 4 FOOT< 6 FOOT< PANEL SPAN PANEL SPAN PANEL SPAN ADDRESS: 12960 MAIN ROAD EAST MARRION L.I. 4 SOOT 6 FOOT 8 FOOT 21/2"#6 WOOD SCREWS 16" 12" 9" SECTION AND DETAILS 21/2"#8 K < WOOD SCREWS 16" 16" 12" WINDOW SCHEDULE WINDOW FIXTURE a ...DATE: . , U•,..M.,•"09/06/202 PROJECT No.: 1. THIS TABLE IS BASED ON 11OMPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. ' I 2. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ' x DRAWING BY: S.M. 3. NAILS SHALL BE 10D COMMON OR 12D BOX NAILS. 4. WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO, THEY SHALL BE `:' ,i`. . , ', CHECKED BY: A.C. TYPE ROUGH OPENING TYPE Q,TY REMARK ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE m DWG No _ WITHDRAWAL CAPACITY OF 490 POUNDS " " 1 3 ANDERSEN TIN 24410 A-O 0 5° O 0 eDOUBLE HUNG WINDOW W 2 (6 1/8 X H 5 0 7/8 O OR APPROVED EQUAL — — H •- _ 50F5 2\ W 3' (0 1/8" X H 5' 0 7/8" 1 4 ANDERSEN TW 210410 DOUBLE HUNG WINDOW C OR APPROVED EQUAL DOB Job No.: D - 7 STUD TO TOP PLATE D . 7 STUD TIE D - $ • ® W 2'-� 1/8" X H 3'-8 7/8" (D2 OANDERSEN TW R APPROVED Qunl. A - 5 A - 5 WALL TO FOUNDATION DOUBLE HUNG WINDOW • ALL WINDOW MATERIAL, COLOR TO BE SELECTED BY OWNER A - 5 i CONTRACTOR SHALL VERIFY ALL DIMENSION IN FIELD D - 6 RAFTER TO TOP PLATE DOB Approval: A - 5 NOTCHED a RAFTERS TOP PLATE • EMERGENCY ESCAPE AND RESCUE OPENINGS (SECTION R310) ° 4. R310.1 BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE ° SIMPSON STRONG-TIE SIM N TYPICAL ANCHOR BOLT WITH AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING. SP4 (SPH4 SIMILAR) -WPS STALLATION WHERE EMERGENY ESCAPE AND RESCUE OPENINGS ARE PROVIDED •° THEY SHALL HAVE A STILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. •' ° R310.1.1 MINIMUM OPENING AREA - 5.7 sq.ft. TOP PLATES R310.1.2 MINIMUM OPENING HEIGHT - 24 INCHES Ly SIMPSON STRONG-TIE R310.1.3 MINIMUM OPENING WIDTH - 20 INCHES MTS16 SIMPSON STRONG-TIRE H2.5