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HomeMy WebLinkAbout51660-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 51660 Date: 02/19/2025 Permission is hereby granted to: Patrick M Dowden 45 Huntington Rd Garden City, NY 11530 To: legalize "as built"additions and alterations and to demolish the existing deck to the existing single- family dwelling as applied for per ZBA approval. Additional certification may be required. Premises Located at: 385 Wendy Dr, Laurel, NY 11948 SCTM# 127.-8-19 Pursuant to application dated 01/06/2025 and approved by the Building Inspector„ To expire on 02/19/2027. Contractors: Required Inspections: Fees: As Built Addition/Alteration $1,346.00 DEMOLITION $149.60 CO-RESIDENTIAL $100.00 Total S1,595.60 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1842 Fax (631)765-4542 https://w ,w,soLitholdtownny.go,v q APPLICATION FOR BUILDING PERMIT For Office Use Only d PERMIT N0. Building Inspector: p i � Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted.��Where the Applicant`is not the'owner,an 1 'OPsItt-.;kt Owner's Authorization form(Page 2)shall be completed. Town oI„soothold Date: �/l :1 OWNER(g)OF PROPERTY: Name �d "�✓ , �,? SCTM #1000- Project Address: Wtd&l t7nior to Phone#: S'( fi Zola Email: Mailing Address: � CONTACT PERSON: I Name: Mailing Address: 2,,40 14( ~ Phone M. Ema"rl:. DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: ,] 7,1+[A �T-. Phone#: , .. Email: J.� + �',C CONTRACTOR INFORMATION: Name: 11V6 Marling Address: Phone#: ZI Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition YAlteration ]Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes AO 1 PROPERTY INFORMATION 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 ❑No 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 misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ❑Authorized Agent Owner Signature of Applicant: Date: \ STATE OF NEW YORK) SS: COUNTY OF ) PAT 11(G IV ~+ Oeh being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the wL° I. (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 day of 1E0- 120 A)ilfp�& ti tory P" lic P 3. �' P RTY E AUTHO�I ATI( N (Where the applicant is not the owner) I, L residing atII Cat'lLe py , do hereby authorize to apply on my h fto e of Southold Building Department for approval as described herein. 0 is Signature Date Print Owner's Name 2 BOARD MEMBERS so Southold Town Hall Leslie Kanes Weisman, Chairperson " 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 tol Patricia Acampora Office Localiom Eric Dantes Town Annex/First Floor, Robert Lehnert, Jr. "' Coil 54375 Main Road(at Youngs Avenue) Nicholas Planamento + Southold,NY 11971 VL http://southoldtownny.gov Ri ZONING BOARD OF APPEALS q 1 IiLeA 3:02 pM .� "' TOWN OF SOUTHOLD DEC 0 2024 Tel. (631) 765-1809 FINDINGS, DELIBERATIONS AND DETERMINAT196Uthold Town Ck, X. MEETING OF DECEMBER 19, 2024 5 .- ZBA FILE# 7968 NAME OF APPLICANT: Patrick M. Dowden PROPERTY LOCATION: 385 Wendy Drive, Laurel, NY SCTM No. 1000-127-8-19 EQRA 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 September 17, 2024 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY Y FAC I"S1"C)ESCR[PTION.• The property is a non-conforming 22,267 square foot property located in an R-40 Zoning District. The property is shaped like a trapezoid. The property runs 61.01 feet along Wendy Drive (a private road), runs 191.87 feet on the West side, runs 285.40 feet on the North side, and runs 117.19 feet on the East side. The property is improved with a two-story frame dwelling, a swimming pool, and a shed. All is shown on a survey prepared by Kenneth M. Woychuk, L.L.S. last revised June 12, 2024. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124 and the Building Inspector's July 9,2024 Notice of Disapproval based on an application' for a permit to legalize "as built" additions and alterations to an existing single family dwelling and for the existing accessory shed (under 144 sq. ft.; at; 1) less than the code required minimum front yard setback of 40 feet; 2) less than the code required minimum rear yard setback of 50 feet; 3)"as built"shed less than the minimum rear yard setback of 10 feet; located at: 385 Wendy Drive, Laurel,NY. SCTM No. 1000-127-8-19. RELIEF REQUESTED: The applicant requests variances to legalize "as-built" additions and alterations that will result in a front yard setback of 35.6 feet where town code requires a minimum 50-foot front yard setback and a rear yard setback of 36.3 feet where town code requires a minimum 40 foot rear yard setback. The applicant also requests a variance to legalize an "as-built" shed that is located 2.3 feet off the property line where town code requires a minimum 10 foot rear yard setback. Page 2, December 19,2024 #7968, Dowden SCTM No. 1000-127-8-19 ADDI'I-IQNAt.,, INFORMATION: The applicant demolished a deck without a demolition permit. The Board requested that the applicant research whether the Outdoor shower is included in the application to the Building Department, or in the alternative, apply for a Certificate of Occupancy for the outdoor shower. FINDINGS ,F FAC'I'/JKEASQNS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing oil this application oil December 5,2024 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 §267-b(3)(bl(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a,detriment to nearby properties. The neighborhood consists of single-family homes with non- conforming front yard setback similar to the subject dwelling, Wendy Drive is a private road that is only traveled by residents and guests and the subject dwelling is located at the end of Wendy Drive at a cull-du-sac. The subject rear yard borders a working nursery that is not accessed by the public. The non-conforming rear yard setback for the proposed second story balcony and the as built shed in the comer of the screened rear yard wil I not be seen from the street.Additionally,the rear yard is buffered with evergreens and a swimming pool fence. 2. Town Law §267-b(3)(b)J2J. The benefit sought by the applicant cannot be achieved by some method, feasible for the applican,t to pursue, other than area variances. The lot is an oddly shaped trapezoid and the setbacks to be legalized are for second floor additions, and a front entranceway, Due to the location of the existing house any changes to the existing front or rear of the dwelling will require variance relief. The applicant could move the shed to a code conforming rear yard setback. However,due to the trapezoidal shape of the parcel,the siting of tile dwelling and the conforming location of the existing in-ground pool, placing the shed in a code conforining location will put it in the middle of the property. 3. Town Law§26 -b(3)(b)(3). The variance granted herein for the front yard setback is mathematically substantial, representing I I% relief from the code. The variance granted herein for the rear yard setback is mathematically substantial,representing 27.4% relief from the code. The variance granted herein for the shed's rear yard setback is mathematically substantial, representing 79%relief from the code. However,the lot is oddly shaped and neighbors a nursery,and the non-conforming footprint of the dwelling is not being changed.It would also appear,from personal inspection of the property,that the shed is very old and weathered and moving it would be difficult to impossible. 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. 5. Town Law 067-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 267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor addition, front entranceway, and a shed while preserving and protecting the character of the neighborhood and the health, safety and welfare of the coniniunity. RESOLUTION OFT E BOARD: In considering all of the above factors and applying the balancing test under New - U York Town Law 267-B,motion was offered by Member Dantes,seconded by Member Planamento,and duly carried, to Page 3, December 19,2024 #7968, Dowden SCTM No. 1000-127-8-19 GRANT the variances as applied for, and shown on the Architectural Plans prepared by John B Stumpf, Architect, Sheets labeled Al &A2,dated June 26,2024,and the survey prepared by Kenneth M. Woychuk,L.L.S., last revised June 12, 2024. UB,iEc,1 TO THE 1�OI,L( WIN ` 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 crust obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s), including the ggtaioor l qw r,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. This approval shall not be deemed effective until the required conditions have been met At the discretion of the Board offj'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 right to substitute a similar design that is de minimis in nature Lor an alteration that dices not increase the degree of rtoncon rrrmitprovided de minimis relief is re uested within one ear o the date o this decision. Any time a ter one ear the Board ma,require a new a lication. IMPORTANT LIMITS ON THE APPROVAL S1 GRANTED HEREIN Please Read Carefull 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 ftature 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 RE IJIRED TIME FRAME DESCRIBED HEREIN. Failure to Page 4,December 19,2024 #7968,Dowden SCTM No. 1000-127-8-19 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), Dantes, Planamento,and Lehnert. (3-0)(Member Acampora Absent, Member Lehnert Recused) eslie lanes �man, aimrperson Approved for filing 6 /2024 Buildir DCUartment Anglientiern. AUTHORIZATION (Where tale Applicant is not the Owner) I, /, /44 ..�residing at ,. ,, ,,:��'�', ''' x " (Print property owner's name) (Mailing Address) l Zz r do hereby authorize J64 n (Agent) to apply on my behalf to the Southold Building_Department. (Owner's Sid tare) (Print Owner's Name) c Suffolk County Executive's Office of Consumer Affairs `` VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788 � s {* DATE ISSUED FSNovember 4 , 1999 No 27 , 787-HI z SUFFOLK COUNTYPow 4myrojarmuf Gufrarfor 71riakenst This is to certify that . . John E . Stumpf . . . . . . . . _ # II , ' i , j § . . sx f ` Boulevard Planning Inc. doing business as . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -_• having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk. State of New York, is hereby licensed to conduct business as ag } HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. ` THIS LICENSE EXPIRES . November 1 , 01 C7 A, k t 4AI . NOT VALID WITHOUT DEPARTMENTAL SEAL Director Y_ r n +xis /AF-NN NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) n n n n n n 112875400 ACRISSURE LLC D/B/A r ROBERT C MANGI AGENCY INC 910 FRANKLIN AVE STE 210 GARDEN CITY NY 11530 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BOULEVARD PLANNING INC TOWN OF SOUTHOLD BUILDING DEPT 220 MAIN ST TOWN HALL ANNEX HEMPSTEAD NY 11550 54375 ROUTE 25 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE H2566 457-4 172765 03/12/2024 TO 03/12/2025 3/20/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2566 457-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WVIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOHN STUMPF BOULEVARD PLANNING INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SUR NCE FUND �/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:21799584 U-26.3 IsTworkers' CERTIFICATE OF INSURANCE COVERAGE ATe Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrie 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured BOULEVARD PLANNING INC 516-887-0400 220 MAIN STREET HEMPSTEAD, NY 11550 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,wrap-Up Policy) 113581358 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD BUILDING DEPT TOWN HALL ANNEX54375 3b.Policy Number of Entity Listed in Box"1a" ROUTE 25PO BOX 1179 1 DBL660529 Southold, NY 11971 3c.Policy effective period 03/12/2024 to 03/11/2025 4. Policy provides the following benefits: © A. Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: 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 NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. 'Date Signed 3/20/2024 By ��v At, (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 5 1 6-829-8 1 010 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 4B,4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers' Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 1�1 �11�11 III I II l BOULPLA-01 P6QIEIR � DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 312012024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE 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 penpdorsement(s). � PRODUCER „NAMP CT RCM Insurance Agency Holdings,Inc. 950 Franklin Ave.STE 100 (A/CNN Et):(516)294 1072 mm Ietr NCI(616)294 1764 Garden City,NY 11530 a Set ViCe OItN eliYltn,INN IC .rl ........ „.INSURER(S,)AFFORDING COVERAGE 4 MAIC p _INsuRERA W EST ERN_WORLD INS .COMPANY INC--------, �13196 INSURED .INSURER,9 BOULEVARD PLANNING INC iNsu,RER c j ®. _.®.,m�.�.�eeeeeee .. 220 MAIN ST INSURER D a Hempstead,NY 11550 INsuRER E:..... w.eeee.m..........,...,. ........�..... .....�....m _ ......�.. ..m ....... .. ........... ......... �.._... 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 CONTRACTOR 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 EFF CLAIMS. ADDL ,,.. ... .. ....m...,. ,,.m ., ., ._........... ... ....._...,.,. .,,,, TYPE OF INSU SUBR .... IPOL6CY049C'YEXP LIMITS .----.. � RANCE P, POLICY NUMBER e A X col C E LIABILITY EACH OCCURRENCE CLAIMS-MADE OCCUR ( X 3AA709161 9/1512023 9/15/2024 DAMAGE AMA DEFT E lls ) $ 1'100,000 MED EXP An erson) $ 5,000 ( yone P ENERAL AGGREGAT INJURY $ OOO OOO l P 1 LIMIT APPLIES PER, P 2,000,000 2 nTI�ER PRO- 000,000 X F OLfCY RODUCTS-COMPIOP AGG $ ' GEVL AGGREGATE ,... JECT f f I 1 _ C SINGLE LIMMAUTOMOBILE LIABILITY �,,OMIIINIDEby 4,, I0a I) $ AUTOMOBILE BODILY INJURY(�eT pzrscn)m ,$„ AAMESDONLY AUTOSULEDC I , .,� m .. �, ... .,� .... B, BODILY INJURY(Per accident) $ O � C A�TOSONLY ALSO�N Y �raenIAMAGE H RED N OPI-R Z UMBRELLA LIAB OCLCCUR AOH O,CCUR,REN,CE S m ,m , ,M E EXCESS LIAB AIMS-MADE AGGREGATE $ I DED RETENTION. ..$.. $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STA�TUTE..I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ %FV ER/MFMBER EXCLUDED? N I A an at"In NH) I E.L.DISEASE EA EMPLOYEES ..... ........ .. If yes,descAbe under DESCRIPTION OF OPERATIONS below E.I. DISEASE POLICY LIMIT ,$ ) DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101 Addillonal Remarks Schedule,may be attached if more space Is required) TOWN OF SOUTHOLD BUILDING DEPT IS LISTED AS A661TIONAL INSURED. L. ..................... CERTIFICATE HOLDER ..... .......................� .�...._....... ANCELLATIuG�IV.�.�... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD BUILDING DEPT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN HALL ANNEX ACCORDANCE WITH THE POLICY PROVISIONS. 54375 ROUTE 25 PO BOX 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 I4 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD EXPRE-3 ORI A 4 1:X>a J CERTIFICATE OF LIABILITY INSURANCE 1E(MWD-J712 ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE 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 WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer Nhts to the certificate holder in lieu of such endorsemetmt s. PROwc 516-781-g000 ggAyDACT Newbrld e Coverage Corp. Newbridge Coverage RoadA!C PHONE 516-7814)M FAX 516 781-9172 No 'g? � �LaC,N4� ww North Belknore,NY 11710 11fiss.- Newbridge Coverage Corp. R. AFFORDING COVERAGET N �-- -Merchants Mutual Insurance 23329 Services Corp. Richard R= 104 Allen Farmingdale,NY 11735 INSURER F: COVERWAO CERTIPICATIz R: EVI N U R: 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. INSR ADDL SUBR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER A X COMMERCIAL GENERAL LIABILITY EACH OCGURREN E $ 1,000,000 CLAIMS-MADE OCCUR X BOP9100005 12/11/2024 12111/2025 DAMAGE To RENTED dcoL j l 500,000 t#Eo EXr ny one person).__.S 15,000 PER�ADVINJURY GL A GRATE LIMVTr APPLIES PER GENERAL AGGREGATE }$ 2,000,000 EKI" www. POLICY E]j' LOC PR�&QMP1OP AGG $ O"rH COMBINED S�PIGLE LIMIT AUTOMOBILE LIABILITY ANY AUTO BODILY INJURY r , „$ OWNED rIE BOP $ITOSONLY SIED c rO R MeMAGE AUTOS ONLY . .'.... UMBRELLA LIAB OCCUR EACH OCCURRENCE _ EXCESSLIAB 1:]CLAIMS-MADE AGGREGATE DED RETENTION$ WORKERSCOMPENSATION PER -R AND EMPL OY Y I N LEACH ACCIDENT ANY PRIETOR/PARTNERlD�CUTNE ❑ OFFp �ERT LLANLRY BER EXCLUDED NIA (Ma NH) I- DISEASE-EA EMPLO µ$ R aabe'OF QI'ERATIONS E .DI - GY IMTT PROPERTY 32,000 DESCRIPTION OF OPERATIONS I LOCATIONSI VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) a fi Cerfificate holder is named as additional insured with respect to general liathlt'Ity as required by writen contract C RTIagaTE HOLMR C T10N TOWNSOU SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLm BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 P.O.Box 1179 AUTHOR®REPRESENTATIVE Southold,NY 11971 ACORD 25(2016103) 01998-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD EXPRE-3 "" CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDIYYYY) 4111 ,, -� 1212712024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE 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(es) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED, 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 endorsement IPRODUCER 516-781-9000 c�cT Anthony Capone N Cover P 516 781 90 F�16 Road �...... 516 781�172 au W W W W ... North Bellmore, NY 11710 _ Newbridge Coverage ------------INSURE3.4S ,.------- ........ i -Merchants Mutual Insurance 23329 SU � Services Corp .n�..... ..._ E Plumbing C .... .------- w... pe remarks for riarned insured ��,_ 104 Allen ,A_ _. �Fan� le,IMP'11735 A - —__ . --- ....... INSURER F: COVE ES CE FICATE NUM R: R I ION 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. _.. �... T ADDL FSlIE9R POLICY EFF POLICY EXP - LIMITS 1 000 TYPE OF INSURANCE POLICY NUMBER A COMMERCIAL GENERAL LIABILITY OCCURRENC TY E $ '00 0 ..... ,. .. CLAIMSMADEEl OCCUR BOP9100005 12111/2024 1211112025 RENISDp E z I EN') cL­.1-11111 500,000 F� Business Owners ED ExP one 15„000 ._.� .. ....... .._. included' PERSQNAL„,&AOV INJURY .,,$_ „mmr_ GENt<AGG�REGA7E LIMIT APPLIES PER � _GENERAL AGGREGATE $ 2,000,000 POLICY j LOC P A PRODUCTS COMP/OGG $ 2,000,000 OTHER $ COMBINED SINGLE LIMM AUTOMOBILE LIAMLITY (ate" •— ----._$. ...... ANYAUTO .BQ(IL ,INJU... RYSPerPe!san)_,.S _....... OWNED SCHEDULED AUTOS ONLY AUTOS B4DILYINJUT__,I;Y�PeraccidmmmS HIRED NOWOWNED PP n MAKaE $ AUTOS ONLY AUTOS ONLY UMBRELLALIAB OCCUR EA;CH,OCCURRENCE,ww , $ EXCESSLIAB CLAIMSMADE AGGREGATE ......__. $ ........... DED RETENTION$ A WORKmsCOMPENSATION PER OTH AND EMPLOYERS'LUIBILRY YIN VVCA9096109 12f1 112024 12N 112025 ��^ - 100,00 ANY PROPRIEfOR/PARTNERIFJ(ECUTNE ❑ N 1 A E.L.EACH ACCIDENT ,,,, Q OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E L DISEASE ITEA EMPLOYEE_; _ If driiam 500,000 D APTWDN OF OPERAJIOIVS tAel ISEASE-POLI Y MR DESCRIPTION OF OPERATIONS 1 LOCATIONS VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE"OLDER CANCELLATION ELLATION BOULVAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TION DATE TH , NOTICE Boulevard Planning RIC ACCORDANCEEXPM WITH THE POLICYEREOF PROVISIONS. WILL BE DELIVERED IN 220 Main Street Hempstead„NY 11550 AUTHOR®REPRESENTATIVE ACORD 25(2016/03) ©JUB-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTMCATE OF NYS WORKERS' CONTENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(Use street address only) i b.Business Telephone Number of Insured 631-753-6666 Express Plumbing Services Corp 104 Allen Blvd 1 c.NYS Unemployment Insurance Employer Farmingdale,NY 11735 Registration Number of Insured Work Location of Insured(Oj*required if coverage is spect"(ic^ally I d.Federal Employer Identification Number of Insured limited to certaw locations fit New YorkSW4 i.e.a Wrap-Up ) or Social Security Number 11-3513619 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Merchants insurance Company 3b.Policy Number of entity listed in box"1 a" Town of Southold WCA90%109 53095 Route 25 P.O.Box 1179 3c. Policy effective period Southold,NY 11971 124112024 to 12 '111202, 3d. The Proprietor,Partners or Executive Officers are X included. (o,ty check 6oz If seH crsRrrfrwers inclsoded) 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 will also notes the above certificate holder within 10 days IF policy is canceled due to nonpayment ofpremiums 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 Cert#kate. (7hese notices may be sent by regular mail.) Otherwise,this Certifcate is valid for one year after thisfornr is approved by the insurance carrier or its&tensed agent,or until thepolicy pir^ation date Usted in box 113c',Eychever;; Please Note:Upon the cancellation ofthe workers'compensation policy indicated on this form,Nthe business continues to be named OR a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with anew 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 ofperjury,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: errs Approved by: f Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorL7ed to issue it. C-105.2(9-07) www.wcb.state ayes Workers' Compensation Law Z'rIe Rm'Ge 50ARP EXISTING CHIMNEY Boulevard Planning,P.C. TYP.ROOF GONST: RASE CHIMNEY 2V HIGHER INSULATION LEGEND Construction Consultants 12 12 THAN ANY ROOr STRUCTURE ROOF SHINGLES TO MATCH EXISTING Y y MA4 y GRILrET WITHIN A lo'-0'RADWS DESCRIPTION R-VALE TNNE55 516-g77-2001 EXTERIOR SHEATHING RPPTERS.REP.ROOF'PLAN.ROOF WALLS R-20•R-7 CONT. 5-VZ'•I' rRAMING PLAN R-(a CL05E17 SPRAY rOAM INSUL PROVIDE ACCESS STEPPED PLASHING CeRJNGS R-Ga 0-20 CONLEALeD METAL 2'r G'COLLAR TIES Co 52'Or- FLOORS R-50 % NEW P1A5HING Zr PAD 2a21 INTERNATIONAL ENERGY CONSERVATION CODE HURRICANE TIES Co Ak=(5)I-3/4'rl4'LVL CLIMATE ZONE 4A ADDITION EACH RAPPER 2'r G'G a @ 16'OL ALUMINUM GUTTER I TO THE W/LPADER L PLATE I DOWDEN L VZ'GYPSUM BOARD PIMeH La) ALL LPJL1NG1nW(J15 MATCH PNEWOOR 5CHEOIALO RESIDENCE New SCHEDULED mNvow ,_ j� wsi. DOLR TYP.WALL GON5T: ',E�9 `- _ b'COMPOSITE Owes Z ---- -- F- 51DWG TO MATCH EXISTING �=EXISTING ROOF STRUCTURE 5ALG, RAL.ING A5 PER k I DELETED ' V2'e%TERIOR 5HEATHING TO BE REMOVED _ ODE v ROOF'SHIN TO MATCH t__�G___ ______ _ _��__]�� EXISTING R-7 r W AP INSLRATION u .House WRAP ti TYP.FLOOR GONST: 4. - o Y vG'STUDS 016'PC, FINISH FLOORS T5.5. I 385 WENDY DRIVE •� R-20 SATT INSULATION 2'rg'PJ.Co IG'OG I 5ECO LAUREL, 11948 NDFi 0 R 0 NY. ________-_ TOP PLATE ii EXISTING LELlNG JOISTSEXISTING LPJ4NG JOIS TS TOP PLATE SOUP SLOLKING I mor5%STEEL GIRDER I/2' I l0'-% III-0 1/2' CANTILEVERED I LINE OP POOP TO ee (Z)Z'd0 TRPATFD L_____________ - __ - ____________________ REMOVED I I FAMILY ROOM WOOD JOISTS�d IG'OL �� El REVISIONS: DATE: NOTE: I'F 5-V2'DIA 57L PrE III o F SIDING TO MATCH VERrY EXISTING FRAMING HMI COL SEYLND/BPJIND N e 5TI 'p lu 1 OTY COME1I18 OQ-2D-2024 CONDITIONS PRIOR TO III TO BEAR ON EXISTING III y - - u CONSTRUCTION.NOTrY ARCHITECT I I FOUNDATION.TYPICAL 2 CITY 0O001I5 W-01-T024 Or ANY DISCREPANGES ICI OF 5 ICI I CONC2AfED METAL ' I I I I I QS aff cGl�i1415 07-05-7R24 _ �IR5T FLOOR ---________________ __________ � SECOND PIDOR GRADE STOP P1AT_E EXISTING FLOOR CONSTRUCTION EXISTING LONG FOUNDATION WALL 1 I FOOTING.TYPICAL n 15UILPING SECTION A�J.O(NOTES SHALL V CON• J T rrL POR mG,PENTr L AM1 5HW AIRY SCAT V4,-I'-0 V AT ALL SAME A.m a M6AR CONDLTIONS.ALL L XATIONS MAY NOT 5E NOTED) DFleTPD FIRST FLOOR ATTIC M5IAATON *0,F1,APHE6rVe }4'V.TR r _ __ _ _ _ _ _ _ I'RIGID INSULATION ROUGH I CUT AROUND VENTILATIONVENTILATION CHUTE -r---T----I-- CHUTE-AR SEAL PERIMETE -_- I - /EXPANDINGPOAMSEALA I ; ; ; PROPOSED I aV �FRONT ELEVATION _ CONTINUOUS 51'AD Of SEAL I WL W. (NOTES 5HA m CONSmLRm TYrGAL POR ITEMS m&mT Alm 5NA:1 A, SC.V4—II-0 AT N.L SAME AND SIML.AR CONDIDONS,ALL LOCATIONS MAY NOT 5E NOTED) HOWFR R-5 CONT.RIGm INSUATIONZND.fi I EXTERIOR INSULATED WALLOTINUOUS SPAD 5' 4• Z' I OTINUOUS SrAD L.O. I SEALANT GO. I C, DRAN NE TO 5.5. SYSTEM HAIR SEAL DETAIL 4 PLUM ING RIr✓ER PIA R M A3•o SCALE:5/4=I-a 3.0 •NOT TO SCALE EXISTING CHIMNEY RASE CHIMNEY Z'-a'HIGHeR ROOP SHINGLES TO MATCH THAN ANY ROOF STRUCTURE EXISTING 12 12 WITHIN A l0'-0 RADIUS T 5 S Ayg4 5 5 SST. ell rLASMNG John E. Stumpf, P.C. RO SHIN 5TOMATCH -ARCHITECTS-ENGINEERS- nNG -LAND SURVEYORS• 220 Main Street Hempstead,NY 11550 OP PLATE _ _ _ _ _ _ __ _ _ 71qk _rOP rLATE 7- 1 . Telephone Fax --------- LINE OF ROOF TO BE SIDING TO MATCH 516-877-040- --------- XISTI 631-734- 011 516-538-4090 REMOVED F RAILING A5 PER FenNG TO MATCH o m r CODE o Nf .- EXISTING w I i 5EInternet:Www.blvdplan.com RAIUNG AS PER < THESE PV.NS AND SPECIE-1011 ARE NSTRU—OF SERVICE LODE ANDARETITEPRUPERT'OFBUULEVAROPLANNINGP.C.INFRINGEMENTS W ILLBEPROSECIl l SECOND FLOORSeCOND FLOOR ____________________________________________ _TOP RATE TOP RATE DATE:06-26-24 -OOVP�RooP To 5E DR.BY:VMB ® ' SCALE:AS NOTED F- i cll](D:J.S. • DELETED DELETED DELETED -- - - -FIRST FLOOR - _ 5 BOOR PROPOSEDPROPOSED PROJECT NUMBER SHEETNUNIBEA n REAR ELEVATION n RIGHT SIDE ELEVATION �� A3. O w3.0(NOTES SHALL be CON51DH w TYPICAL rOR neM5 mrJ Trw AND SHALL Amy SCALE,V4'•1", 3.O(NOTES 5HN L 5E CON5VERm TYPICAL.FOR ITEMS meNTPI®AND PP SHALL APPLY SCALM V4•I-0 AT ALL SANS AND VALAR COWMONS.ALL LOCATIONS MAY NOT 5E NOTED) A7 ALL 6MC AFm 50.AAR CONDITIONS.ALL LOCATIONS MAY NOT 6E NOTED) 5HEET INDEX Boulevard Planning, P.C. o - 4 Al. Construction Consultants TITLE SHEET .. .�- .� A rs U ti 516-877-2001 SITE PLAN 51TE NOTES r JAN 6 20. ; 6 I. ZONING ANALY515 ENERGY CALCULATIONS NEW Aeft G5-1 - CODE DETAIL5 ADDITION 05-Z - CODE DETAILS AZ-0 - PARTIAL EXISTING FFOUNDATION PLAN TO THE W N PARTIAL EXISTING FIR5T FLOOR PLAN DOWDEN PROP05ED SECOND FLOOR PLAN PROP05ED ROOF PLAN ROOF FRAMING PL RESIDENCE Generated by REScheck-Web Software NSECOND ELECTRICAL FLOOR PLAN IN ® � WINDOW & DOOR SCHEDULES w\ L) Compliance Certificate LEGEND5 40 A3 o - ELEVATIONS 1 , ; 385 WENDY DRIVE Project Dowden Residence ,, / ' 15UILDING 5ECTION LAUREL NY. 11948 AIR SEAL DETAIL Energy Code: 2021 IECC / Location: Laurel, New York / \ ' PLUMBING R15ER DIAGRAM Construction Type: Single-family i' ' Project Type: Addition do,lop / Climate 4 (5331 HOD) ', � REVISIONS: DATE: `� VV `Z_D Permit Date:ate: / \� � Permit Number: \ 1 Z All Electric false \` ' Is Renewable false 0-/ Solar Ready: false 00CJ ; Has Charger false / � NEW SECOND STORY� 1 Has Battery: false ADDITION Has Heat Pump: false kO #-�/ (64.0 50• FT.) ; N_ Electric Ready: false Res onsive Water Heating: false 0.10e N p g' � 3 NEW SECOND STORY Construction Site: Owner/Agent: Designer/Contractor: / 4� ADDITION 1 385 Wendy Drive Dowden John Stumpf,RA V ♦' .' 1 Laurel, NY 11948 385 Wendy Drive John E.Stumpf,P.C. '00 / v� (7715`4 50• FT.) Laurel,NY 11948 220 Main Street 'do�y, ? Hempstead,NY 11550 ^�p / 516-877-0400 1 C` ov/ T. '0 o' ; 5YM50L 5 LI 5T de �S /Compliance: 0.0%Better Than Code Maximum UA: 64 Your UA: 64 Maximum SHGC: 0.40 Your SHGC: 0.30 /' c, 7 /��/ DETAIL NUMP ER The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. DRIVE It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. or � /� 33 i DETAIL NUMBER Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade / X assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. / %o' '�t — X AX X ,0/ �' EXISTING o, % �• � AX / POOL ``� EXISTING ' DWG. NUMBER DWG. NUMBER Envelope Assemblies ,� X / li TWO STORY BUILDING SECTION/ELEVATION INTERIOR ELEVATION. '� ? JK0. '�� SHADED AREA INDICATES ELEVATID ..� : 4 RESIDENCE 6 ti ' _ DETAIL NUMBER Ceiling: Flat Ceiling or Scissor Truss 780 60.0 0.0 0.024 0.024 19 19 / �� �'� P' S i DETAIL NUMBER Wall:Wood Frame,16"D.C. 453 20.0 7.0 0.040 0.045 14 16 / / � S' i /j"�O\ x AX lY Door:Glass Door(over 50%glazing) 40 0.320 0.300 13 12 40� SHGC:0.30do Window:Wood Frame i/ 0' DWG. NUMBER SHGC:0.30 55 0.320 0.300 18 17 � , 0 y SECTION DETAIL i Additional Efficiency Package(s) �� ,.� C9 3S, DWG. NUMBER Not applicable WINDOW MARK SECTION/PLAN ENLARGEMENT L / �J� �/ q 1-- DOOR MARK Project'ritle: Dowden Residence Report date: 03/20/24 •""�••1• i '-o� WINDOW/DOOR MARK Data filename: Page 1 of 2 N 810 00 4-D+i ••.,.�,_ �m�Noo SEE SCHEDULE i fj_ •• p L�G�ND NO EXISTING WALLS Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.he proposed building has been designed tom meet the 2021 IECC requirements in V �. r , EXISTING WALLS TO BE DEMOLISHED REScheck Version: REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. p PROPOSED WALLS (CONCRETE) ohn E.Stumpf,R.A. ® Name-Title Signature ...,., Date PROP05E12 WALLS (WOOD FRAME) �`t,tco ARCjyyTF PROPOSED BRICK OR 5TONE MA50NRY b � LL:r1iJ PROPOSED CONCRETE MASONRY UNIT John E. Stumpf, P.C. \ �l ► A15L$REVIATION5 •ARCHITECTS-ENGINEERS- ADD'L ADDITIONAL HORIz HORIZONTAL •LAND SURVEYORS- &, ALLOW, ALLOWABLE HT. HEIGHT 220 Main Street r ALUM. ALUMINUM JST5. J015T5 (p` A.F.F. ABOVE FINISH FLOOR LVL LAMINATED V Hempstead, NY 11550 BARB. BARRIER MANUF. MANUFACTURE-� BD. BOARD Telephone Fax MAX. MAXIMUM BLDG. BUILDING 516-877-0400 516-746-8622 MIN. MINIMUM BEAM 631-734-2011 516-538-4090 BTHRM, BATHROOM M.L MIGROLAM S CLC. CEILING MW MICROWAVE N GLO. CLOSE wv T NOM• NOMINAL Internet: vv .blvdplan.com o D.G. ON CENTER CONT. CONTINUOUS GONG. CONCRETE OP'G. OPENING THESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE CORR. CORRIDOR PLYWD. PLYWOOD AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. DIM. DIMEN5ION PROP. PROPOSED INFRINGEMENTS WILL BE PROSECUTED. y D.W. DISH WASHER Ls P.T. PRESSURE T 34 o DWG. DRAWING PTO. PAINTED R �7�3 EA. EACH RD. ROUND ELEV. ELEVATION RM• ROOM DATE: 02-10-24 �2. EXIST. EXISTING R.O. ROUGH OPENI �\*kEVAChiIF EXT. EXTERIOR REQ'D, REQUIRED �t�E'STOMA c� DR. BY: VMB No F.A.I. FRESH AIR INTAKE 5TL STEEL FLR• FLOOR 5T. STL STAINLESS 5 SCALE: AS NOTED 51 TE! NOT55IO FDN, FOUNDATION THK. THICK �1 FT. FOOT/FEET TyP. TYPICAL a U.O.N. UNLE55 OTHE CHKD: J.S. I. PITCH GRADE AWAY FROM THE BUILDING (R401.3)• FTC. FOOTING NOTED GYP. BD. GYPSUM BOARD VERT. VERTICALLY 2. STORM WATER TO BE DISPOSED OF IN ACCORDANCE WITH IN, 1NGH(E5) V.T.R. VENT TO RDO LOCAL GODS REQUIREMENTS. INFO. INFORMATION W/ WITH dN G 3• ALL TREES WITHIN 15'-0" OF PROPOSED CONSTRUCTION TO it O�� BE PROTECTED. J G 4• ALL LAND5GAPIN9 DAMAGED BY THE CON5TRUGTION \ OPERATION TO BE REPLACED AS REQUIRED. PROJECT NUMBER SHEET NUMBER 5. ALL DAMAGED CURBING, 51DEWALK5, ETC... TO BE TnO Project Title: Dowden Residence Report date: 03/20/24 REPLACED. Data filename: Page 2 of10 1 51TE5 PLAN (0. CHECK FOR UNDERGROUND UTILITIES PRIOR TO AI.O SCALE: I = 20-o EXCAVATION. Boulevard Planning, P.C. Construction Consultants GENERAL NOTES ROOF BOARD NAILIN5 5GHEDULE Wood Frame Construction Manual 516-877-2001 I N.TS. IggS 5BG High Wind Edition TABLE 3.1 AFTER TIE I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE - BLOCKING 2 BAYS Joint Descri tion Number of Nails Nail Spacing PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH STEEL THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. BACK @ 4'-0" O.G. ROOF FRAMING NEW 2. CONTRACTOR 0R OWWNER SHALL OBTAIN A BUILDING PERMIT FROM THE i. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE - - Rafter to Top Plate (Toe-nailed) 3 - 8D per rafter ADDITION A-36 AND A-501 TOWN OR VILLAGE PRIOR TO STARTING WORK.(IF REQUIRED) SPECIFICATIONS FOR THE DESIGN,FABRICATION AND ERECTION OF - STRUCTURAL STEEL FOR BUILDINGS".STEEL SHALL CONFORM TO A5TM ATTIC CeilingJoist to To Plate (Toe-nailed) 3 j- SD per joist 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, TRAP TIE Gelling Joist to Parrallel Rafter (Face-nailed) 4 - I&D each la CERTIFICATES OF OCCUPANCY,INSPECTION APPROVALS, ETC.,FOR WORK CONCRETE AND MASONRY LINK# I - ATTACHMENT 0 SHEATHINGG CeilingJoist Laps over Partitions (Face-nailed) 4 - 16D each lopTO THE PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. TO ROOF FR MING I. ALL FOOTINGS SHALL BEAR ON VIRGIN OR UND15TURBED 501L OF 2,000 Collar Tie to Rafter (Face-nailed) 4 - I6D per tie D O WREN 4. ALL WORK SHALL CONFORM TO THE NEW PORK STATE UNIFORM FIRE P5F BEARING CAPACITY.THE CONTRACTOR SHALL VERIFY THE LEVEL OF LINK# 2 - CONNECTION OF RAFTER BLOCKING 2 BAYS " PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE ACCEPTABLE BEARING STRATA IN THE FIELD. BACK © 4'-0" O.G. Blockingto Rafter (Toe-nailed) 2 - 8D each end VILLAGE OF GARDEN CITY. $ TH TOP OF WALL 2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENT5 AND Rim Board to Rafter (End-nailed) 2 - I&D each end RESIDENCE 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH RECOMMENDATIONS OF ACT-301-84. "SPEGIFICATION5 FOR STRUCTURAL LINK# 3 - CONNECTION OF TOP WALL FRAMING DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR CONCRETE IN BUILDINGS" (fc=3,500 P51),REINFORCING STEEL, IF ANY, SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO SHALL CONFORM TO A5TM A-615 GRADE 60. PLATE TO STUD FOLLOW TH15 PROCEDURE, AND CONTINUE WITH THE WORK,HE SHALL TOP PLATE TOP OF PLATE To Plate to To Plate (Face-nailed) 2 - I&D I per foot A55UME ALL RESPONSIBILITY AND LIABILITY AR151NO THEREFROM. 3. ALL MA50NRY UNITS SHALL BE GLEANED OF ANY DIRT OR DUST PRIOR TO ELEVATION VARIES LINK# 4 SECOND FLOOR - CON ECTION OF TRAP TIE Top Plates at Intersections (Face-nailed) 4 - 16D joints - each side INSTALLATION TO ENSURE A SECURE AND PROPER BOND. 5H ATHING TO I'-EADE 6. DO NOT SCALE DRAWINGS. WRITTEN DIMEN510N5 SUPERGEDE SCALED Stud to Stud (Face-nailed) 2 - 16D 24" o.c. DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON 51TE LINK# 5 - CONNECTION F HEADER 385 WENDY DRIVE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. MECHANICAL TO ADJACENT EXTERIOR WALL BLOCKING 2 BAYS Header to Header (Face-nailed) I&D 6" o.c. alonq ed e 1. PRANIN65 AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND I. RADIATORS AND BASEBOARD CONVECTORS SHALL BE LOCATED BELOW BACK @ 4'-0" 0.0. Top or Bottom Plate to Stud (End-nailed) 2 - I&D Per 2x4 stud LAUREL NY. 11948 SHALL REMAIN THE PROPERTY OF THE ARGHITEGT WHETHER THE PROJECT WINDOW5 WHERE P055113LE OR ADJACENT TO DOORS AND WINDOWS. 51ZE FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE OF CONVECTORS TO BE CALCULATED BY THE PLUMBING AND/OR HVAG 3 - I6D per 2x6 Stud USED ON ANY OTHER PROJECTS OR EXTENSIONS TO TH15 PROJECT EXCEPT CONTRACTOR. 4 - 16D per 2x8 stud BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARGHITEGT. 2. FIRST AND SECOND FLOORS SHALL BE ZONED SEPARATELY. Bottom Plate to Floor joist, 8. OMISSIONS OR ERRORS CONTAINED IN THE DRAWING AND SPECIFICATIONS FIRST FLOOR Band'oist, End oist or Blockin (Face-noiled) 3. HVAG DUCTS TO BE HIDDEN WITHIN WALLS AND CLOSETS WHEREVER TUD TO FLOOR � � g 2 - I6D �2 per foot REVISIONS: DATE. DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL POSSIBLE. FINAL LOCATIONS SHALL BE APPROVED BY THE ARCHITECT LINK# 6 - CONNECTI OF WALL APPLICABLE STATE AND LOCAL CODES. AND/OR OWNER. TO FLO FRAMING CONNECTION FLOOR FRAMING q. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND THE 4. EXPOSED DUCTS IN CRAWL SPADES OR A171G AREAS SHALL BE Joist to Sill,To Plate or Girder (Toe-nailed) 4 - 8D per joist INSULATED. LINK# 5 - CONNECTION OF TOP BLOCKING 2 BAYS 51TE SHALL BE GLEANED UP AT THE END OF EACH WORK DAY,CLEAR OF FINISH SECOND FLOOR ANY HAZARDOUS CONDITIONS. N.Y.S. ENERGY CODE STATEMENT ELEVATION +8'-10" BACK ® 4'-0" O.G. Bridging to Joist (Toe-nailed) 2 - 8D each end 10. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED INSPECTIONS ARE Blocking to Joist (Toe-nailed) 2 - 5D each end GALLED FOR IN A T IMELY MANNER. I. THE ARCHITECT HAS EXAMINED THESE PLANS AND SPEGIFIGATIONS AND,TO LINK# 4 - CONNECTION D THE BEST of H15 KNOWLEDGE,THEY COMPLY WITH THE REQUIREMENTS WITH SHEATHING TO HEADER Gable End Wall Bracing Blocking to Sill or Top Plate (Toe-nailed) 3 - 16D each block 11. THE CONTRACTOR SHALL ENSURE THAT ALL TRADES COOPERATE THE NEW YORK STATE ENERGY CONSERVATION CODE. TOGETHER TO SATISFY THE PROPER COMPLETION OF WORK OF EACH OF CS 1 Ledger Stripto Beam (Face-nailed) 3 - I&D eachjoist THE TRADES. HE SHALL ADVISE THEM OF CONDITIONS NECESSARY FOR THE LINK# 5 - CONNECTION F HEADER N.T.S. PROPER INSTALLATION OF EACH TRADE. CARPENTRY TO ADJACENT EX IOR WALL Joist on Ledger to Beam (Toe-nailed) 3 - SD per joist WOOD FRAMING 1. ALL LUMBER SHALL BE NUMBER 2 DOUGLAS FIR OR 1,200 P51 HEM-FIR. Band Joist to Joist (End-nailed) 3 - 16D per joist I. DESIGN LOADS: FIRST FLOOR-40#/5F LIVE LOAD 2. ALL JOISTS SHALL HAVE SOLID BRIDGING AT V-O"O.G. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16D per foot ROOF -45#/5F-LIVE LOAD 3. ALL EXTERIOR AND BEARING WALL5 SHALL HAVE "CATS" AT MIDPOINT. R00F SHEATHING SECOND FLOOR- 30#/5F LIVE LOAD ALL DOOR OPENINGS,ARCHES,AND WINDOW5 SHALL HAVE "CATS"ON 5IMP50N STRONG-TIE CEILING- 30#/5F - LIVE LOAD EACH SIDE. I -O 6 Structural Panels SD " edge/b" field 4. ALL PLATES AND SLEEPERS SHALL BE PRE55URE TREATED LUMBER, C516 CONNECTOR MIN. 2. DE516N TIMBER STRESS -DOUGLAS FIR SOUTH,No.2 GRADE FB = LINK# 6 - CONNECTION O ALL Dia oral Board Sheathing 5. UNLE55 OTHERWISE NOTED,ALL PLATES ARE TO BE SECURED TO THE TO FLOOR F MING USE 22 - IOd X I I/2 825 P51,E = 1,200,000 P51. FOUNDATION WITH�"DIAMETER GALVANIZED "J" BOLTS a 4'-0"O.G. x 6" or I" x 5" 2 - 8D per Support " 6. ALL PLATES AND SLEEPERS OR ANY OTHER WOOD IN CONTACT WITH GALVANIZED NAILS 3. ALL HEADERS SHALL BE(2) 2 X6 ® 2 X4 WALLS � (3)2 X6 WALLS FIN15H FIRST FLOOR LINK# 7 - CONNECTION J015T (" x 10" or wider 3 - SD per Support a 2"X6" WALL5 UNLE55 NOTED OTHERWISE. SHALL BE CONCRETE,CONCRETE TREATED LUMBER.,SOIL,TERMITE SHIELDS,ETC. ELEVATION +O'-O" TO PLATE CEILING SHEATHING 4.ALL HEADERS SHALL BEAR ON 4"X4"P05T 0 2"X4"WALL5 OR 4"Xb" 1. ALL PLATES SHALL 51T ON ALUMINUM TERMITE SHIELDS, GRADE G sum Wallboard 5D coolers 7" ed e/ 10" field LINK# P05T® 2"Xb"WALLS UNLESS NOTED OTHERWISE. 8. ALL OPENINGS SHALL BE DOUBLE FRAMED,ALL AROUND. / 8 - CONNECTION OF HALL 5P N WALL SHEATHING CLEAR A q. TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE,PRESSURE TREATED, TO FOUNDA ION 5.ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY 40 YEARS MINIMUM. CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT 10. ALL JOISTS ALIGNED WITH PARTITIONS ABOVE SHALL BE DOUBLED. Structural Panels SD b" edge/6" field COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORGES. 11. UNLESS OTHERWISE NOTED,ALL OPENIN65 SHALL HAVE MINIMUM 2-2X8 Fiberboard Panels 6.FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING HEADERS WITH " PLYWOOD PLATES,GLUED AND SPIKED BETWEEN THE 1/16" 6D 3" ed e /6" field SHOULD BE OF CORROSION RE515TANT MATERIALS AND 5HOW NO MEMBERS. EVIDENCE OF CORRO5ION OR DETERIOATION WHICH MIGHT REDUCE 12. ALL WOODEN HEADERS SHALL BEAR ON 4X4 POSTS,MINIMUM. i.-O, 25/32" SD 3" edge /6" field THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS. 15. ALL FLITCH PLATE HEADERS SHALL BEAR ON 4X6 POSTS,MINIMUM. MIN. Gypsum Wallboard 5D coolers 7" ed e/ 10" field 7. FASTENERS AND CONNECTORS INCLUDING NAILS FINISHES BOLTS STEEL PROVIDE MINIM0, - " HIND ANCHORS,AND TRUSS PLATES ARE To BE HOT DIPPED GALVANIZED. END D15TANGE Hardboard 8D 6" ed e/6" field 8.GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2x4 INCH 1. UNLE55 OTHERWISE NOTED,ALL MOLDINGS AND FINISH MATERIALS SHALL EQUAL NUMBER OF Particleboard Panels SD 6" edge/6" field BLOCKING ON 2-FOOT CENTERS BETWEEN THE RAFTERS AT EACH MATCH EXISTING AS OL05ELY A5 P0551BLE AND SHALL BE APPROVED BY GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING THE OWNER, 5PEGIFIED NAILS IN Dia onol Board Sheathing INTERIOR FROM EACH GABLE END. 2. ALL 5HEETROCK SHALL BE POWER-5GREWED IN PLACE.ALL SHEETROGK I" x 6" or I" x 8" 2 - SD er support q. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING JOISTS SHALL BE TAPED AND 5PAGKLED WITH THREE GOATS OF JOINT MEMBERS AND FIREPAGE OR CHIMNEY MASONRY. COMPOUND,SANDED AND READY FOR PAINT. I" x 10" or wider 3 - SD er support 3. PLYWOOD SUB-FLOORS SHALL BE POWER-5GREWED DOWN TO JOI5T5 oR NOTE: • 10. ALL FLOOR J015T5 SHALL BE LATERALLY SUPPORTED BY BRIDGING OR SLEEPERS. STRAP TIES TO BE PLACED FLOOR SHEATHING BLOCKING® INTERVALEi NOT EXCEEDING EIGHT FEET. 4. ALL TUBS AND SHOWER ENCLOSURES AND PLATFORMS SHALL BE COVERED AT 16" O.G 11. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALL5 WITH HURRICANE WITH TUBS AND 5HOH".ALL OTHER BATHROOM WALLS SHALL BE COVERED 2 Critical Load Path Structural Panels CLIPS ® I6"ON CENTER. I" or less 8D 6" edge/ 12" field WITH WATER-RE515TANT(BLUE) SHEETROGK. 12. ALL "MICRO=LAM" LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS 5. IN AREAS WHERE WALLS ARE REMOVED,FINISH FLOORS SHALL BE CS 1 N.T.5. DRAWING 15 DIAGRAMMATIC ONLY 4 15 NOT REFLECTIVE OF ACTUAL MEMBER 51ZE5 8 Ty . Strap Roo Wall Tie Detail greater than I" IOD 6" ed e /b" field MANUFACTURED TRUS J015T CORP.OR EQUAL. SIZES A5 INDICATED ON "TOOTHED-IN" To MATCH EXISTING FINISH FLOORS. OR TYPES. FOR TH15 PARTICULAR PROJECT SEE FLOOR PLANS 8 SECTIONS. PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE CS 1 Diagonal Board Sheathing WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. b. UNLE55 OTHERWISE NOTED,ALL CLOSETS SHALL HAVE A POLE HUNG AT 13. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED WITH A SHELF OVER THE POLE. I" x 6" or I" x 8" 2 - 5" er Support SHALL BE "SIMPSON 5T'RON5-TIE CONNECTORS" OR EQUAL AND SHALL BE 1. ALL NEW WORK SHALL RECEIVE ALUMINUM GUTTERS AND LEADERS. I" x 10" or wider 3 - SD er Support CAPABLE OF HANDLING LOADS a CONNECTION POINTS. INSTALLATIONS SHALL 8. UNLE55 OTHERWISE NOTED,ALL NEW BATHROOMS SHALL HAVE A TOWEL 0520 x IS" MIN. ICE WATER SHIELD TO BE " FROM EDGE OF ROOF " BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS. BAR,TWO SOAP DISHES,A TOOTHBRUSH HOLDER AND A TOILET PAPER 2" TOP LAP 24 I. Nailing rectuirements are based on wall sheathing nailed b"on-center at the panel edge. If wall sheathing Is 14. DOUBLE J015T5 UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND EDG HOLDER,MINIMUM. MET. DRIPE APPD 4" TOP LAP nailed 3" on-center ath the panel edge to obtain higher shear capacities,nailing rectuirements for structural ALL OPENINGS. q. UNLESS OTHERWISE NOTED,ALL NEW POWDER ROOMS SHALL HAVE A OVER FELT UNDERLAYMENT 15 LB members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load 15. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD . TOWEL BAR,50AP DISH,TOOTHBRUSH HOLDER AND TOILET PAPER HOLDER, ALONG RAKE ASPHALT FELT 2. 140-Nail sheathing is continuous over connected members,the tabulated number of nails shall be permitted to MINIMUM. be reduced to 1 - I6D Hall per foot. ASPHALT ROOFING ELECTRICAL WOOD I" DECK _ I. ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR 8E INTERLOCKING. t. ALL ELECTRICAL WORK SHALL BE DONE A5 PER GOVERNING LOCAL CODE. ° ° (VARIES) 11 Wind-Bourne Debris Protection John E. Stumpf, P.C. 2. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,5TAINLE55 STEEL, 2. ELECTRICAL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE OR COPPER ROOFING NAILS -MIN. 12 GAUGE SHANK WITH A MIN.3/8" VIA. HEAD. INSTALLED AS PER NEW YORK STATE CODE REQUIREMENTS. Irg CS 1 •ARCHITECTS-ENGINEERS- 3. ASPHALT STRIP 5HINGLE5 SHALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGLE. 3. EXI5TING ELECTRICAL SERVICE SHALL BE RELOCATED A5 REQUIRED To °° ° METAL FACILITATE NEW CON5TRUG7I0N. LOCATION SHALL BE APPROVED BY THE DRIP •LAND SURVEYORS- GLAZING ARCHITECT AND/OR OWNER. NAILING al" STARTER STRIP WIND-BORNE DEBRIS PROTEGTION FA5TENIN5 5GHEDULE 4. ELECTRICAL SERVICE SHALL 8E UPGRADED TO AGGOMODATE THE NEW OR COURSE OF 220 Main Street 1. IDENTIFICATION. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH CONSTRUCTION AND REPLACED WERE DEFICIENT L5U25 HANGERS FOR WOOD STRUCTURAL PANEL5 obc,d 5HINGLE5 INVERTED AS PER TABLE R301.2.1.2 Hempstead, NY 11550 PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN 5. ANY ALUMINUM WIRING ENCOUNTERED DURING CONSTRUCTION SHALL BE Rid e strap// teco p , SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S REMOVED AND REPLACED WITH STANDARD BX OR ROMEX WIRING. 4 g p START FIRST COURSE FASTENER SPACING LABEL,DESIGNATING'THE TYPE AND THICKNESS OF GLASS AND THE 5AFTEY GLAZING WITH FULL STRIP STANDARD WITH WHIC-I IT COMPLIES,WHICH 15 VI5ABLE IN THE FINAL CS 1 SIMP50N STRONG-TIE FASTENER PANEL 5PAN 4 FOOT 6 FOOT Telephone FaX INSTALLATION. THE LABEL SHALL BE ACID ETCHED,SAND BLASTED, PLUMBING PER RAFTER INSTALLED UNDER PLYWOOD START THIRD COURSE START SECOND < PANEL SPAN < PANEL SPAN 516-877-0400 516-746-8622 WITH CEILING COLLAR TIES AT 32 O.G. WITH FULL STRIP COURSE WITH FULL TYPE < 4 FOOT < 6 FOOT < 8 FOOT CANNOGERAMT G-FIRED,EMBOSSEDD41TH MARK,OR SHALL 8E OF A TYPE WHICH ONCE APPLIED I. EXI5TING H05E B155 SHALL BE RELOCATED A5 REQUIRED. 0520 x 0" MIN. WITH (1) IOD COMMON NAILS 631-734-2011 516-53 8-4090 CANNOT 8E REMOVED WITHOUT BEING DESTROYED. MINUS FIRST TAB STRIP MINUS I/2 TAB 2 I/2" #6 EXCEPTION: TEMPERED SPANDREL GLASS MAY BE IDENTIFIED BY THEMANUFAGTURER 2. UNLE55 OTHERWISE NOTED,ALL PLUMBING SHALL BE AMERIGAN STANDARD WOOD SCREWS 16 I 1211 q" WITH REMOVABLE PAPER LABEL OR KOHLER. 3 Hurricane Clip Detail ALL ROOF 5HINGLE5 SHALL HAVE A MINIMUM OF 51X FASTENERS PER 5HINGLE. 2 1/2° #8 Internet: vv-N W.blvdplan.corn 3. PLUMBING PERMIT TO BE FILED SEPARATELY BY THE CONTRACTORS FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS W/MIN. 5/5" DIA. HEAD I(V I6" 12'PLUMBER. CS 1 SIMP50N STRONG-TIE-(H-2) WOOD SCREWS 4. COPPER PIPING SHALL BE USED FOR ALL WATER SUPPLY. a: This table is based on 100 mph wind speeds and a 33-foot mean roof height. �qAsphalt Roof Shingle Detail. b: Fasteners shall be installed at opposing ends of the wood structural panel. THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE c: Nails shall be IOd common or 12d box nails. AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. d: Where screws are attached to masonry or masonry/stucco,they shall be attached utilizing vibration-resistant anchors INFRINGEMENTS WILL BE PROSECUTED. Cji having a minimum uitamlte withdrowl capacity of 4q0 pounds. SHINGLE GAP RIDGE VENT PROVIDE SOLID BRIDGING I/2" SPACING ALLOWS o DATE: 02-10-24 20 6A.COIL STRAPPING® I6"OG SIMPSON 5TRONG-TIE-(H-23) HOEDOWN INSTALLATION A�/yitF BY"51MP50N STRONG TIE" ° • ENDWALL �I HIP RAFTERS -T+�MA°r DR. BY: VMB EXHAUST AIR CORNER STUD CONNECTED r ASPHALT 5HINGLE5 .• TO TRANSFER SHEAR # I � ,4 I/2 PLY ROOF „• • . RA f�;,� SCALE: AS NOTED q J FELT PAPER SHEATHING(TYP) MT512 �° HCP2 No, a CHKD: J.S. �p FTER 12 I�esi n Criteria r r ,o• f • • �SlAMERIGAN FOREST AND PAPER A55XIATION (AF$PA) WOOD ` ry HOLDOWN . • 2-Ibd COMMON NAILS ©6" FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY O.G. DWELLIN65 (WFCM) 1115 HIGH WIND EDITION 51MP50N.. LTT 131 CLIMATIC AND GEOGRAPHIC DESIGN L.V.L RIDGE • CRITERIA WK/L5U28 HANGERS or v�P�� Fti WIND SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD 2-2"x TOP PLATE Sad o���! GROUND SEISMIC WINTER UNDERLAY- HAZARDS SNOW DESIGN FROST LINE DESIGN MENT PROJECT NUMBER SHEET NUMBER LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED OUTSIDE 1 Hip Rafter Connection 5 Ridge Vent W/ Strap Detail 6 Simpson Strong-Tie ( 10Typicalrn Comer Stud Holdown Detail 45 PSF 1 130 MPH B SEVERE 3 FT MODERATE/HEAVY SLIGHT/MODERATE 11 REQUIRED FLOODP AIN CS 1 CS l �-v Cji51MP50N 5TRONG-TIE-1-506 HANGERS �At Cantilever 51MPSON STRONG-TIE-(H-2.5) CS 1 Boulevard Planning, P.C. Construction Consultants 516-877-2001 RIDGE STRAPPING NEW ADDITION TO THE WINDOW SILL PLATE HOLDDOWN ANCHORS RAFTER TO WALL RAFTER TO WALL GENERAL WIND PROTECTION CONNECTION NOTES DOWDEN RAKE OVERHANG REQUIRED FOR CONNECTIO ONNECTION ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH THE RESIDENCE OUTLOOK CONNECTIONS TYPE I * II SHEAR FOLLOWING MANUALS. A) 1935 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION. CONNECTIONS HEADER SPAN UPLIFT Ibs WALLS B) SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION. (6" PANEL EDGE C) ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND RAFTER UPLIFT 2' 254 NAILING) SPAN LBS 4' 504 OTHER STRUCTURES 385 WENDY DRIVE 12" O.C. 3G I WALL HOLDOWN CAPACI j !G LAUREL, NY. 11948 7G2 HEIGHT LDS I G" O.C. 481 81 IOIG THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND 8' 3 i' ! PROTECTION FOP, PROPER INSTALLATION ALL OTHER CONSTRUCTION SHALL BE IN I O' 1270 g� 380800 ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 12' 1 524 10, 4225 REVISIONS: DATE: WALL TO WALL � HOLDDOWNS WHERE REQUIf�E WALL TO WALL 14, 1 778 CONNECTION ONNECTION I G' 2032 % 1 ) RIDGE TO RAFTER ASSEMBLY. :���1777 1 - 1/4" x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF I Od COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE IS NOT TO EXCEED THE TABULATED NUMBER OF 8d IN THE STEEL STRAP. 2) RAFTER TO WALL ASSEMBLY. UF'LI ET CONNECTIONS FOR RAFTER TO WALL, WALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING, JOISTS OR RT INCLUDED. TO WALL, AND WALL TO FOUNDATION usE 4 TO TOP NAILS PER RAFTER SHALL BE IN OAND/OR CEIRDANCE LING JOIST TO TOP PLATE CONNECTION CAPACITY MIN. 8d NAILS NOTES CONNECTION AT WALL HEIGHTS UP TO I O' AND AT RAFTER/CEILING JOISTS ROOF SPAN LBS REQUIRED SPACING @ I G" O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION WHEN RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW RAFTERS OR 12' 427 4 WALL TO FOUNDATIONHOLDDOWNS WHERE REQUI{�E ALL TO FOUNDATION TRUSSES SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. I G' 52G 5 CONNECTIO !' ONNECTION 20' G2G 5 3) WALL ASSEMBLY TO WALL ASSEMBLY. 24' 72G G WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS. 28' 82G 7 GIRDER STRAPPIN WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS 32' 927 8 SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT 30 770 7 12" O.C. CONNECTIONS. TYPICAL WINDL®AD PATH 4) WALL ASSEMBLY TO FOUNDATION. FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR SCALE: N.T.S. BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 RIDGE STRAPPING HEADER GIRDER CONNECTIONS INCHES IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN EOP, I G' O . C . RAFTERS ROOF HEADER UPLIFT LATERAL ACCORDANCE WITH TABLE 3.38 OF SBC 1995 HIGH WIND EDITION WOOD FRAME SPAN SPAN LBS LBS CONSTRUCTION MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE ROOF ROOF CONNECTION CAPACITY 3" SQUARE WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT PITCH SPAN LBS 2' 4G9 254 HEADER STRAPPIN SPACING SHALL NOT EXCEED 72" O.C. FOR BUILDINGS WITH A CRAWL SPACE OR 12' G44 4' 939 504 BASEMENT. BUILDINGS WITH A SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A I G' 858 G' 1408 7G2 SILL CONNECTOR- MAXIMUM OF 32" O.C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH 3: 12 SLAB-ON-GRADE 2 ' 1 20' 8 1878 10 I G OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVINIZED COATED. 244' 1287 287 10' 2347 1270 HOLDDOWN ANCH LDDOWN ANCHORS 12' 508 12' 2817 1 524 5) HOLDDOWNS. I G' G78 14' 328G 1778 HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEAR WALL REQUIREMENTS OF TABLES 3.5A-5 FOR WALL TYPE I OR TABLE 3. 1 G FOR WALL TYPE II SELECTED IN John E. Stumpf P.C. 4: 12 20' 847 1 G' 375G 2032 ACCORDANCE WITH 3.4.4.2 FROM THE SBC 1935 HIGH WIND EDITION WOOD FRAME 24' I0I7 2' G20 254 CONSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FROM THE HOLDDOWN TO THE -ARCHITECTS-ENGINEERS- 28' 1 18G 4' 1 239 504 FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN RESISTS THE OVERTURNING -LAND SURVEYORS- G' 1859 7G2 LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE SIZED FOR THE 220 Main Street 32' 1357 TYPICAL EAR WALL ASSEMBLY REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL. PLUS THE REQUIRED 12' 392 8' 2479 IOIG `Y�' L HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. Hempstead, NY 11550 2 8' I G' 523 10' 3098 1270 SCALE: N.T.S. G) CONNECTIONS AROUND WALL OPENINGS. Telephone Fax 20' G53 12' 3718 1524 516-877-0400 516-746-8622 HEADER AND/OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 631-734-2011 516-538-4090 5: 1 2 24' 783 14' 4338 1778 MIN . NAIL SF'ACI NG FOR WALL SHEATHING 28' 9 1 5 1 G' 4956 2032 7) WINDOW SILL PLATES. Internet: vvN� .blvdplanxom 32' 1045 2' 770 254 LAO&,_,0M r N 15 NAIL SPACING AT NAIL SPACING AT INTERMEDIATE WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. 3G' 117G 4' 1540 504 PANEL EDGES SUPPORTS IN THE PANEL FIELD 2x4 WALL SILL PLATE (FLAT), I -PLY FOR OPENING UP TO 4'- 1 " AND 2-PLY FOR OPENING UP TO G'-0" THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE 4' EDGE ZONE G" O.C. 1 2" O.C. AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. 12' 35 I G' 2310 7G2 2xG WALL SILL PLAT (FLAT), I -PLY FOR OPENINGS UP TO 5'- 1 1 " AND 2-PLY FOR INFRINGEMENTS WILL BE PROSECUTED. I G' 4G8 30 8' 3081 IOIG INTERIOR ZONE G" O.C. 12" O.C. OPENING UP TO 8'-9" 20' 585 10' 3851 1270 8) CATHEDRAL CEILINGS. � DATE: 02-10-24 G: 12 24' 702 12' 4G2 I 1524 WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL BE �,��£a"�h�rF 28' 519 14' 5391 1778 NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE "i DR. BY: VMB 32' 93G I G' GIG ) 2032 ATTACHED TO EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. . 3G' 1053 MIN . NAIL SPACING FOR ROOF SHEATHING W/ CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. SCALE: AS NOTED ' ' ! 12' 32G p p ^ p \OO� I��TEI\S I ��� O . C . 9) A MINIMUM OR THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN �. N�, , CHKD: J.S. r_ I G 435 EXTERIOR 20' 544 NAIL SPACING AT NAIL SPACING AT INTERMEDIATE WALL. USE TWO (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A 7. 1 2 LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD HEADER UNLESS OTHERWISE NOTED. 24' G52 USE TWO (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO G'-O" AND 12: 12 28' 7G I 4' PERIMETER EDGE ZON G" O.C. G" O.C. THREE (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED. 32' 870 INTERIOR ZONE G" O.C. 1 2" O.C. 3G' 979 GABLE END WALL 41, O.C. 4" O.C. PROJECT NUMBER SHEET NUMBER RAKE � RAKE TRUSS WINPWn HEADER 5GHEDULE Boulevard Planning, P.C. "O"*�`' H E P U L E. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, Construction Consultants SYMBOL ROUGH OPENING TYPE QTY. REMARKS OR 5TUD5, ETC. TO BE DOUGLA5 FIR- LARCH O2 516-877-2001 OR BETTER, MODULUS of ELASTICITY "E" 1400,000 - WR _ I 2'-(0" z >%j'-0" DH 2 - WITH A MIN, Fb s 1400 (Zx4), Fb= 1200 rsl i (Zx(o), Fb =iloo rsl (2x8).Fb - loon G51 (Zxlo), Fb = 000 r51 (2x12) �\ __ 0 (Z) 3'-0" x �'-•o" PH I - _EXISTING CHIMNEY NOMINAL LUMBER 51ZE: 5PAN5: / O RAISE CHIMNEY NEW O - - - ' (2) ZX(o UP TO 4'-0" — — — — ' — — — — — — — — — — — — ANY HIGHER THAN *� CONTRACTOR TO VERIFY WINDOW5 W/ OWNER & MANUFACTURER PRIOR TO PURCHASE , � ANY ROOF ALL WINDOW5 ARE TO HAVE A U VALUE OF 0.3l OR BETTER CZ) 2X8 4-0 TO (0-0 __ N V; p� EXISTING STRUCTURE WITHIN 5HING_E5 To- ADDITION *� ALL WINDOW SIZES TO HAVE A SHGC VALUE OF o•Z5 OR BETTER " " v - ` O t(� be CHIMNEY A 10-0 RADIUS #� ALL WINDOW 51ZE5 DENOTE NOMINAL DIMEN510N5 (2) ZXIo -o To 8-o i MATCH EXISTING o EGRE55 WINDOW REQUIREMENTS: (2) 2XI2 8'-0" TO 10'-0" 1 iv RAKE TO MATCH TO THE F- 155 5TING NEW CRICKET - EXI5TING )rl NOTE: MINIMUM JACK STUD SHALL BE ONE(I) Zx 5TUD AT L11 CRICKET - 5H - SINGLE HUNG WINDOW MINIMUM OPENING - 6.7 50. FT. x DOWDEN PW - PICTURE WINDOW MINIMUM OPEMNG HEIGHT - 2411 EACH END OF HEADER UNLESS NOTED OTHERWISE "F w " HEADERS & FEET AND OVER 5HALL RECEIVE A MINIMUM OF 1-001 FX - FIXED WINDOW MINIMUM OPENING WIDTH - ZO (Z) Zx NAILED BUILT UP JACK 5TUD5 UNLE55 NOTED �v�� N RESIDENCE GL - GLRID NG WINDIOW W GL D11NG WINDOW MINIMUM WIDTH - 40" OTHERWISE. EXISTING RIDGE N D�k )1' NOTE:ALL 51ZE5 CALLED OUT ON ANY OF THE BOARD FOLLOWING DRAWINGS WILL SUPERCEDE THI5 SCHEDULE, (DSp (D5D _ NOTE:U5E 0)Zx HEADER5 AT ALL Zx(o EXTERIOR WALLS CM n n DOOR SCHEDULE --------; '' �''� -- ------------ ��' � CRICKET FOR I POSITIVE ROOF ' 1 385 WENDY DRIVE DRAINAGE i SYMBOL ROUGH OPENING TYPE QTY. REMARKS LEGEND --��` `.�\ 0 2-0 x (0-S SW 3 - r-•--• DENOTE5 LOAD , , , LAUREL NY. 1194 8 1 " 1 " \ I BEARING WALL �� 6 1 2"x12" RIDGE BOARD - -- ® Z'-(o" x (0'-811 5W I ® DENOTE5 PO5T \ i Ud t 1 � OG (0'-0" x (ol-8" SW I FRENCH WOOD HINGED PATIO DOOR DENOTES P05TED ` �� I I EXISTING PORTION CONTRACTOR TO VERIFY DOOR5 WA OWNER )e MANUFACTURER PRIOR TO PURCHASE © LOAD FROM ABOVE ��� - OF ROOF TO SE JCS REVISIONS. DATE. ALL DOOR 51ZE5 DENOTE: NOMINAL DIMEN510N5 SW - SWING DOOR 5L - SLIDING/ BI-PASS GLASS DOOR DENOTES f I D5W - DOUBLE SWING DOOR FRSC - FIRE RATED SELF CL051NG S M,L, WING DOOR MICRO-LAM OR ` i F' i U ----- Qi PD - POCKET DOOR LAMINATED VENEER OHD - OVERHEAD GARAGE DOOR O x I BF - BI-FOLD DOOR BD - BARN DOOR LUMBER(LVL) I I HDR. HEADER ELECTRICALLEGEND EXIST, EXISTING HEADER V.I.F. ►u --- Q _ SWITCH CEILING FAN & LIGHT F.T. PRESSURE TREATED DUPLEX OUTLET ' _ ' ,� N Z- ® `. GROUNC FAULT OUTLET ® TV JACK J I �WR WATER RE515TANT OUTLET 051? SMOKE 8e CAR15ON MONOXIDE �p IZ 12 O RECESSED LIGHT CM DETECTOR. I \9 2"x(o" R.R. Z"x(0" R.R. HARDWIRED/INTER-CONNECTED 1(0 o.c. WALL MOUNTED EXTERIOR LIGHT @ @ - WALL MOUNTED LIGHT E EXHAU5T FAN, VENT TO F .,.m._...-..-. .., . ._....v,..m .,...w.... . -.:-.,. I -.-..-.-.. .... � RDO OVERHANGS EXTERIOR - _ 31 ON TO MATCH EXISTING 3 4 SECOND rLOOR PLAN A2,0 SCALE: 1/4" = 1'-0" A W-O" ±71-0" I(o'-0 ±7'-0" PROPOSED A3.o / 8,-0" S,-o" RAILING PER CODE CANTILEVERED ECK ABOVE 4 R O 0 PLAN RO DFRAMIN& MAN .4 40D ROOF LINE ABOVE EXISTING ROOF 15ALC NY SEE 4/A4.0 I I LINE ABOVE TO REMAIN, TYP. (o"COMrO!571TE DECKING Q U C " I 1-00 0 (3) Z"XIO HEADER - � I I — tom- �a� Z F � O - - - - - - - _ _ O fw-, U Q - - - - - - - - — — - - c -4 -— f- - Z o lV Z I O JU Z lL p � 1L U Uj fL x W.I.G. ° w N � q' Il] t11 O N � Q� MIN N � N W C, I lu h w o � I X � of � � I I o .� w w I ILI o X , UP i John E. Stumpf, P.C. _ ? WIOx3� GIRDER (UP5E1� tv tv N i'i ® MASTER BEDROOM x I I - - - - - i UNEXGAVATED -ARC HITECTS•ENGINEERS N N DN. FAMILY ROOM r w EXIST. GIRDER z EXISTING Zx SLEEPERS -LAND SURVEYORS OVER EXI5TIN9 GONG. � I II Q 1 F SLAB FLOOR I I 220 Main Street - - - P05T ABOVE, TYPICAL N o I z I x w 1 1 Hempstead, NY 11550 C3) I-3/4"x14" LVL HEADER (UPSET) _ �9 t(N - - - ►i- 3 u > I O Q II � _ = o I w N 1 1 Telephone Fax '- s I +' — — — x = ( \� I o ° 1 I 516-877-0400 516-746-8622 V11N w I V Y a I I 631-734-2011 516-538-4090 C� U I >< LL 3-I/Z" DIA. STEEL PIPE \ I a° H °�► N z 7'-l0" 8'-4" (,'_4" aX o COLUMN TO BEAR ON �, I I I Internet: vvrvw .bled lanxom x iv EXISTING FOUNDATION, p w w z TYPICAL OF 5 I w 3-IAZ" DIA, STEEL PIPE � 3U WIox3� GIRDER (UPSET) �i X — — — — — I4,000. COLUMN ABOVE TO THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE 100111 O o R N w I BEAR ON EXISTING AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. - UP I FOUNDATION, TYPICAL INFRINGEMENTS WILL BE PROSECUTED. OF 5, SEE FIR5T FLOOR 06 Q I I PLAN FOR LOCATIONS v d M. BATH I I DATE: 02-10-24 I >< U � A _ INS O z --� x w .I.G. N ° N I I ( ���EV Ai�fy, 3-o N N I 1 1 E,sruM Fir DR. BY: VMB 10 o lJ� o o k N I I — I N w I I 1 SCALE: AS NOTED _ _ _ _ _ N F- EXI5TING CONI LI N. FOUNDATION WALL P I I a I �p CHKD: J.S. x54" 5 "XIo" HEAD FOOTING, TYPICAL s(3 2 r A A PROJECT NUMBER SHEET NUMBER PR01�05ED A3° PARTIAL PARTIAL AV 3 SECOND rLOOR PLAN rz ffX1!5T1N& FOIR!5T MOOR PLAN rI EX15 ING rOUNPATION PLAN 'lir A2,0 SCALE: 1/4" = 1'-011 A2,0 50ALE: 1/4" = 1'-0" SCALE: I/4 I A2.0 " -o" =