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Home My WebLink About51660-Z of souTyo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd UNV Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46031 Date: 03/12/2025 THIS CERTIFIES that the building As built additions/alterations Location of Property: 385 Wendy Dr Laurel, NY 11948 Sec/Block/Lot: 127.-8-19 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/06/2025 Pursuant to which Building Permit No. 51660 and dated: 02/19/2025 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" additions and alterations, including second floor balcony and outdoor shower, to existing single family dwelling as applied for per ZBA#7968, dated 12/19/2024. The certificate is issued to: Patrick Dowden,Leigh Dowden Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51660 02/26/2025 PLUMBERS CERTIFICATION: Richard Rugullio 03/01/2025 thori e Sig tore ho��oFso�ryo� 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 pF SO�jyo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 'Q 100UNT`4,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Patrick M Dowden Address: 385 Wendy Dr City: Laurel St: NY Zip: 11948 Building Permit#: 51660 Section: 127 Block: 8 Lot: 19 WAS,EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Boulevard Electric License No: 70492ME SITE DETAILS Office Use Only Indoor rV-1 Basement r Service F Solar r Outdoor r 1st Floor r Pool F Spa Renovation I— 2nd Floor Hot Tub F Generator Survey rr Attic I— Garage Battery Storage INVENTORY Service 1 ph 1- Heat Duplec Recpt 9 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph r Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 6 Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 10 4'LED Exit Fixtures Other Equipment: Gas F.P. , (2)115ARC Fault Breakers, (1)120 Breaker Notes:. Second FI. Master Bedroom And Bathroom, Smokes EveryWhere Inspector Signature: X Date: February 26, 2025 Sean Devlin Electrical Inspector sean.devlinl-town.southold.ny.us 385WendyRdBedroom o��guFFflt��,0 , Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road a .t P.O.Box 1179 C Southold, NY 11971-0959 41 "ice BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 44 4yLk 7A 2 Building Permit No. S (� Owner: p A 1 tL c L (` b (Please print) Plumber: L��- o' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this E. STUB day of 20_�S My Comm.Expires Sept.18,20_ U). No.01ST6152551 'yJ,q`sS'gU Notary Public, P County F N 0ES0UTyo6 TOWN OF SOUT OLD BUILDINGrDEPT. Cou 631-765-1802 INSPECTION [ ] 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: DATE I INSPECTOR' OF SOUly�lo /sS- " \i --TON OF SOUTH.OLD BUILDING E;T� • io co 631-765-1802 INSPECTION--_ ---- - - [ ] FOUNDATION 1 ST/ 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 41, PRE C/O [ ] RENTAL REMARKS: X1 C DATE `L 2 �� INSPECTOR ho��OE SOUjyOlo # * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST X] RO GH PLBG. FOUNDATION 2ND LATION/CAULKING FRAMING /STRAPPING L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR S. A�/ C/ DATE_ INSPECTOR Spr , 'bn nsu F i cn- a�m USA February 27, 2025 RE: Verification of Spray Foam R Value's PATRICK DOWDEN 385 WENDY DRIVELLJ LAUREL,NY 11948 )r ' To whom it may concern: MAR - 7 2025 Bp number 51660 t•;;i '%.;?,;w�':,'F,';, ,. ,.. .,by The letter is to confirm that Spray Foam Insulation USA serviced the above referenced address to achieve the following R Value in thermal areas required per state and Local Code: Attic Roof Rafters-8"R38(OPEN CELL) Garage Ceiling-5"R19(OPEN CELL) Extension Exterior Walls-5"R21 (OPEN CELL) Exetnsion Roof Rafters- 10"R38(OPEN CELL) SEALING OF ALL WINDOWS AND DOORS GREAT STUFFrm Fireblock Insulating Foam Sealant Should you have any questions,comments and or concerns please feel free to reach out to me at the contact information below. Thank you, fa&'�f�rexa Owner/CEO Tel (51.61216-42212 BOULEVARD PLANNING, PC Architects•Planners•Construction Management 725FrankHn Avenue Garden City,N.Y. 11530 PHONE:(516)877-0400 FAX:(516)746-8622 Internet:www.blvdplan.com March 7 2025 Dept. of Buildings c7t5 , Town of Southold Southold NY - 2 RE: permit 51660 Address 385 Wendy drive NY 11948 Inspected Items walls framing strapping sheathing insulation Rough Plumbing final walk Thur with inspector This letter will serve as notice of completion of the above referenced Inspection Please be advised that all NYS codes and acceptable construction practices were adhered to and believe A CO can be issued upon final inspection All inspection were conducted during or before town building inspectors review and as architect of record found to meet all approved plans and code requirements.Please feel free to contact my office for any question that arise. Very Trul ours _ ti .0 • f;r�_,�gcf Y E. 5 F c, ,a S'T90. 021634'� lF p ,1 • FIELD INSPECTION REPORT DATE COMMENTS �•o FOUNDATION (IST) -- — ---- ------ ------------------------------------- FOUNDATION (2ND) --- ROUGH FRAMING& PLUMBING o(� r., INSULATION PER N.Y. - - -33 STATE ENERGY CODE FINAL - - -- ADDITIONAL COMMENTS U •'?•_.2,S S b d.a-/ Cam.y-4 -I- Ct r 4- _ x TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 � Telephone(631)-7654802 Fax-(63-l)-765--9502htt s://www.Southoldtqwnny. �� ;� f APPLICATION FOR BUILDING PERMIT [ For Office Use Only - i PERMIT NO. A 110 Building Inspector: JAN - 6 2025 `t Appt►cattons and forms must be filled�?ut 1n trieir ent,retyy tncomptete � + applications will not be acceptetl uflheret}ie Appltca00 not the ouiner,an Bu11d1n9:DeAartmentt.11 Owner's AutlioF>Izetlongfol rn(Page 2)shall be completed how �f.$outhold a Date: OVI(NER( )AOF pROPEI�FY* x x ff 4 y 4 r Name: �� SCTM #1000- 0 �? Rs1L.. ,lL_ Project Address. d _...._. ._,.._.. � .,.,.,_.. .. .. .. Phone#: — Email: Ma ltrrg Address: N t CONTACT PERSON �5 f 3 t ix r Name: Mailing Address: �/'ZD,...=�l/l:,tt,�._. • .:. Phone#: Email: Name: .. .�f... Mailing Address: Phone.# Email: ........ ... ..(._(P ..,,g 7 '.D.._ JO..,: ,..... J. ..,..$. ,C.:. .,.....wPOUD &u,-ww i CONTRACTOR INt=OftIVIATION ° �} ,; o. + Zl- = ' Name w.:. v. . .0 Mailing Address: .....�..._..�,�_:�:,_.__..,_...:�,..�....,-7 .,.�,.-V..�..-�tf_E_4a.d�..�_......,�.�..,...�_w..w_�....._.........�,_..�:_...._.�a�..,...�.,.._..rN.,_......_.�_.._�,......:.....r.Y_.,_,_...r._.........,..�..�.....;v�_.........__�..._..M..� Phone# Email S(.. -,�. : .:. x. xDESCRtPEIpN OFf�ROhOSEQCONSTRUCt10[� } `t E ❑New Structure ❑Addition V lteration XReparr 116emolition Estimated Cost of Prdject. _. ❑Other $ �fG,of o Will the lot be re-graded? ❑Yes K o Will excess fill be removed from premises? ❑Yes Ao 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 9, 2024 TO: John Stumpf(Dowden) 220 Main Street Hempstead,NY 11550 Please take notice that your application dated April 4, 2024: For 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: Location of properly: 385 Wendy Drive, Laurel,NY County Tax Map No. 1000—Section 127 Block 8 Lot 19 Is returned herewith and disapproved on the following grounds: The"as built" construction, on this nonconforming 22,266 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring. less 20,000-39,999 square feet in total size require a front yard setback of 40 feet and a rear yard setback of 50 feet. The construction has a front yard setback of 35.6 feet and a rear yard setback of 36.3 feet. Additionally,the existing accessory shed(under 144 sq. ft.) is not permitted pursuant to Article III Section 280-15; which states lots measuring 20,000-39,999 square feet in size require side and rear setbacks of 10 feet. The shed has a rear yard setback of 2.1 feet. . k- 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. i BOARD MEMBERS ��0� so yv Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �� Town Annex/First Floor, Robert Lehnert,Jr. O��•&U��, 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 'u ' E t http://southoldtownny.gov ZONING BOARD OF APPEALS �� #Ueck 3:02 pM DEC 2 3 2024 TOWN OF SOUTHOLD ODEC 0 2024 Tel. (631) 765-1809 �Q =FINDINGS, DELIBERATIONS AND DETERMINA 19 Clerk ._ . .; e." Viz;.• "a�butho®� Town4o@ MEETING OF DECEMBER 19,2024 ZBA FILE# 7968 NAME OF APPLICANT: Patrick M. Dowden PROPERTY LOCATION: 385 Wendy Drive, Laurel, NY SCTM No. 1000-127-8-19 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 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 FACTS/DESCRIPTION: 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. 4 Page 2, December 19,2024 #7968,Dowden SCTM No. 1000-127-8-19 ADDITIONAL 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 OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on 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 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 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 corner of the screened rear yard will not be seen from the street. Additionally,the rear yard is buffered with evergreens and a swimming pool fence. 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 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 the dwelling and the conforming location of the existing in-ground pool, placing the shed in a code conforming location will put it in the middle of the property. 3. Town Law 4267-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 4267-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 4267-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 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 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 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. 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), including the outdoor shower,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 aCertificate 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 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 right 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. IMPORTANT LIMITS ON THE APPROVAL(S) 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 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) c eslie Kanes'Weisman, diairperson Approved for filing 6 /2024 I x: .. 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 ._k._..b..,.__.,.._.,.. ..,.. ..,M..a. _..r. w..�._,._............... ....r.....�. _ _H...,._... .._ this property? Dyes []No IF YES, PROVIDEACOPY. Y" r- '� �e f b ,n - ! 5- 'c LF Yr/ Y � 9EC3t1rXAfti RLadari# Teowaer/contractor/design„�rofess�onalisre ponsibleforaildra�riageandstor►nJvater�ssuesa�provader� y - - 4r y 7 ,�.' , CFiapter236gf the 7oW rn Code APPLICQCION!S HEREBY M to fte; �tding Department far the assuancp of a Bwid ng Permit ursuanttothe"i3uildmg Zone Ordinance of.the Tawrsaf Southold,Sui#oatcrCounty,NewYoik and other appticabte Laws,Ordinances or Regulations,Earths construction of buildings, , �- k add�trons alleraiians order removal or demolPoton as herein described The'appUcant agYees to comply withal)appUcable laws,ordanances budding Cade s iaousing�codeFandregufations and to admit authorized inspectors on��er�lses andinYbui(ding�5fifnr n�cessaryi'nspeceions'Eaise'stateraants�5tacite�herein are r punfshab�e as;3 Class l�misdem�a�or pnrsuantkt�hSeetinn,Z1tr45 of"tire New Ya�Ste't�r'anai Ww '";� �` ,�S'�;;3��;z�,. �',�R t��,F Application Submitted By(print name): ❑Authorized Agent Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) PAT atL 4 ��n being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the ©wL°sq- (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 beforerrrethis day of , 20 .'.�.1iy1lZ.1"`i,"jmi*;,,.- tart'P lic �vo.4i;y`fo1��a�r i QuakfiNd ifl?++s diici8dt�t2i 0 wrnrnis3ion i_xpires$itptg hrig,�,;, $DPERTY OWNER AUTHORIZATION -(-Where the applicant-is-Trot-the-ownerY residing at do hereby authorize to apply on my b f to e-< trf Southold-Building Department for-approval-as described-herein. O er's SignatCre Date Print Owner's Name 2 Building Department Application AUTHORIZATION ION (Where the Applicant is not the Owner) residing at (Print property owner's name) (Mailing Address) do hereby authorize J64 a (Agent) to apply on my behalf to the Southold Building.Department. (Owner's Si vu- (Print Owner's Name) �OSU�I Ot �oGy -BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o =` Town Hall Annex- 54375 Main Road - PO Box 1179 v Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ja mesh(a southoldtown ny.gov - seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12-15 2024 Company Name: boulevard electric and hvac Inc Electrician's Name: micheal serrano License No.: ME 70492 Elec. email: Elec. Phone No: 516 724 5318 ❑I request an email copy of Certificate of Compliance Elec. Address.: 220 main st hempstead ny 11550 JOB SITE INFORMATION (All Information Required) Name: Patrick dowden Address: 385 wendy dr laurel ny 11948 Cross Street: peconic bay blvd Phone No.: Bldg.Permit#: 51660 email: Tax Map District: 1000 Section:127 Block: 8 Lot: 19 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): maintain master bedroom 3 piece bath lighting and outlets Square Fo tage: soo Circle All That Apply: h6 al Is job ready for inspection?: ❑� YES❑ NO ❑Rough In I Final Do you need a Temp Certificate?: ❑ YES ❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 0 H Frame M Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION a 4��oo �T S�ffO�k BUILDING DEPARTMENT- Electrical Inspector ��0� COGye TOWN OF SOUTHOLD o - Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' lamesh ansoutholdtownny.gov- seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12-15 2024 Company Name: boulevard electric and hvac Inc Electrician's Name: micheal serrano License No.: ME 70492 Elec. email: Elec. Phone No: 516 724 5318 ❑I request an email copy of Certificate of Compliance Elec. Address.: 220 main st hempstead ny 11550 JOB SITE INFORMATION (All Information Required) Name: Patrick dowden Address: 385 wendy dr laurel ny 11948 Cross Street: peconic bay blvd Phone No.: BIdg.Permit#: 51660 email: Tax Map District: 1000 Section: 127 Block: 8 Lot: 19 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): maintain master bedroom 3 piece bath lighting and outlets Square Fo tage: 1800 Circle All That Apply: h6 'al lv Is job ready for inspection?: 0 YES ❑ NO ❑Roug In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information:. (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 H Frame Pole Work done on Service? MY DN Additional Information: PAYMENT DUE WITH APPLICATION 2� � 4��oo PERMIT# Address: Switches Outlets GFI's Surface Sconces l H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr SmokeDW Generator Salt Gen. !W' Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC A Hood Blower Service Amps Have Used Sub Amps Have Used Comments Ici 1 so Town Hall Ampex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ Southold.NY 1 1971-09.59 O �ycOUNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Patrick Dowden 45 Huntington Road Garden City, New York 11530 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 385 Wendy Drive, Laurel, New York TAX MAP NUMBER: 1000-127.-8-19 Pursuant to Section §144-8 A(1) of the Town of Southold Code,.you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a building permit. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When a Building Permit has been issued. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE. PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. %VAIL- DATE: 6/10/2024 J J. 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NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) 0 r 0 A A A A A A 112875400 ACRISSURE LLC D/B/A 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. 2666 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://WWW.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 NWT T T Workers` CERTIFICATE OF INSURANCE COVERAGE �rl+t�: Compensatilort 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 carriell 1a.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 Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 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 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 employer's 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 (WO UU (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 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 58 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) II 111°°°1°1°1°°1°1°111°11°°°111°IIIIIII BOULPLA-01 PSOLER CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) �+► -~""'y 3/20/2024 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 endorsement(s). PRODUCER NQAJEACT RCM Insurance Agency Holdings,Inc. PHONE FAX 950 Franklin Ave.STE 100 (A/C,No,Ext):(616)294-1072 (A/C,No):(516)294-1764 Garden City,NY 11630 D&ss:service@contractorsinsurance.org INSURERS AFFORDING COVERAGE NAIC# INSURERA:WESTERN WORLD INS.COMPANY INC 13196 INSURED INSURERS: BOULEVARD PLANNING INC INSURERC: 220 MAIN ST INSURER D: Hempstead,NY 11550 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER PoucY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE [X] OCCUR X 3AA709161 9/15/2023 9/16/2024 DREMISEs Ea oar ence $ 100,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑jnoT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY Ea eBccl itleDISINGI E LIMIT $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ AUTOS ONLY AUTOS OtY Pe�ac.dent AMAGE $ $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PERT E T TE ERH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES ACORD 101,Additional Remarks Schedule,may be attached If more space is required) TOWN OF SOUTHOLD BUILDING DEPT IS LISTED AS ADDITIONAL INSURED. CERTIFICATE HOLDER CANCELLATION 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 1�a► ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD EXPRE-3 ACORUW CERTIFICATE OF LIABILITY INSURANCE DATE(MM MY) 1212712022024 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 endorsements. PRODUCER 516-781-9000 _ .9T Newbridge Coverage Corp. Newbridge Coverage Corp. AHOO N Exit516-781-9000 Na 516 781-9172 1666 Newbridge Road North Bellmore,NY 11710 EMAIL Newbridge Coverage Corp. INSURERS AFFORDING COVERAGE NAIC# INSURER A:Merchants Mutual Insurance 23329 t-Nicpree ss Plumbing Services Corp. INSURER Richard Ruggolo INSURER C I"Allen Bhrd. INSURER - Farmingdale,NY 117M INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPEOFINSURANCE VAM ADDLNqnlSUBR POLICY NUMBER POVCYEFF POVCYDCP LIMITS A X commERciALGENERALLIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS•MADE OCCUR X BOP9100M 12f11/2024 12f11/2025 DAPREMAGETOREnrtID $ 500,000 MED EXP(Anyoneperson) $ 151000 PERSONAL&ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER- GENERAL AGGREGATE $ 2,000,000 POLICY❑m LOC PRODUCTS-COMP/OP AGG $ OTHER: AUTOMOBILE LIABILr Y (EaCOMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NMJ01 Y P OP�ERdfYDAMAGE $ AUTOS ONLY AUTOSONLY UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESSUM CLAIMS-MADE AGGREGATE $ DED RETENTION$ WORKERSCOMPENSATION PER UTE R AND EMPLOYERS'LIABILITY Y/N OFFICRROPRIE GRIP(CWAR1TdD�ECUTNE ❑ NIA E.L.EACH ACCIDENT $ (Mandatary in NH) EL DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT PROPERTY 32,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached it more space is requi Certficate holder is named as additional insured with respect to general -• I liability as required by written contract JA N 6 2025 CERTIFICATE HOLDER CANCELLATION tId¢3 ti TOVMSOU SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED ED 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) ©1988 2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD EXPRE3 '4`O�>0�� CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 12/27/2024 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 WSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(tes)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER 516 781 9000 co cT Anthony Capone Newbridge Coverage Corp. PHONE• 516 781 9000 FAX 516-781-9172 1666 Newbridge Road NC No Ext: (Pic.No): North Bellmore,NY 11710 E 1 Newbridge Coverage Corp. INSURER S AFFORDING COVERAGE NAIC# I A*Merchants Mutual insurance 23329 -INSUREDj rsss Plumbing Services Corp N SURER Express Plumbing CoINSURER C: see remarks for insured 104 Allen Blvd. INSURER D Farmingdale,NY 11735 INSURERE- INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPEOFINSURANCE ADDLSUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE OCCUR BOP9100005 12/11/2024 12/11/2025 DAMAGE TO RENTEDnQrJ $ 500,000 irre X Business Owners MED EXP(AnyonePerson) $ 15,000 PERSONAL&ADV INJURY $ Included GEML AGGREGATE LIMIT APPLIES PER. GENERALAGGREGATE $ 2,000,000 POUCY❑X ,Pja LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANYAUTO BODILY INJURY r rson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ AUED yy��N�� P OaERd DAMAGE $ TOOSONLY AOUT0.SONLY UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESSLIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ A WORKERSCOMPENSATION PER OTH- AND EMPLOYERS LIABILITY YIN CA9096109 12/11/2024 12/11/2025 100,000 ANY PROPRIEFORIPARTNER/EXECUTIVE EL EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? N I A (Mandatory In NH) EL DISEASE-EA EMPLOYEE $ 100,000 N yes,describe under 500,000 DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMB DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION BOULVAR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Boulevard Planning PC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 220 Main Street Hempstead„NY 11550 AUTHOR®REPRESENTTATTIIVE ACORD 25(2016103) ©1988-2015 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'COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured 631-753-6666 Express Plumbing Services Corp 104 Allen Blvd le.NYS Unemployment Insurance Employer Farmingdale,NY 11735 Registration Number of Insured Work Location of Insured(Only required'coverage is spec freally I d.Federal Employer Identification Number of Insured limited to certain locations in New York State,ie:,a Wrap-UPPo&y) or Social Security Number 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Lusted as the Certificate Holder) Merchants Insurance Company 3b.Policy Number of entity listed in box"t a" Town of Southold WCA9096109 53095 Route 25 P.O.Box 1179 3c. Policy effective periodSouthold,NY 11971 2/11/2024 to 12/11/2025 3d. The Proprietor,Partners or Executive Officers are X included. (only ebeck bm if aR parmewow..included) 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 9 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 notify the above cer1 House holder within 10 days 7Fapolicy 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 Certicate. (These notices maybe sent by regular mail.) Otherwise,this Cerdfcateh validforoneyawafterthisform is approved by the insurance career or its licensed agent,or undl the policy expiration date fisted in box 113c",whichever is earlier. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,ifthe business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate bolder with a new Certificate of Warkers' 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 ofthe insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: ( zed ofinsum ) Approved by: (D ) 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-1052. Insurance brokers are NOT authoried io issue it. C-105.2(9-07) wwwwcb.stste nyus Workers' Compensation Law sc>k:aa oalmun;�ua srcrA ray. rtft& go" av�pouf guts'► ,�p6,a0 �:. l4:la/f , d� m LOA a. R 4 , vow t�eut ava ccss:'rY>6 µro cR o�a1;aaramro�.�` ARE&2Z M 4:S F.Oh 0AT ACRE 9 ►} apsanom arw>�.... _ ww wo m'� aFr AFDiRav'!D a Nt:t'IlCfi Cv SFCA�II f?On d�tiri t Sr+YM&MM t it tam u Wr �. ner ro rHc s c:�rer cats�rm m a�a YWD-MT �s Fw wrdr ad, t�C tr �NURnta AsmNer auo cEvag rusnwnat u,Cl�l xwtont eno re:»>E 4ssra es a+�rts cx des srwrn taKsaM s ro 17�.sTMaC7tAPly aRE f aq v s�r�/fir allo SE �'.wr rwr rarexata. r+xC nrtayq�r i rir eccrar'uF aaanau tanavhtrs tw o? aAI A.YJIi+tY+' KDidFs7RUe±LL�Ys p7 AQS.kutc�a�a�anR9tmiEeS:P'tr..GVlrlx'Jfavlavnart!LWiC+'::�cr16 4►stimil. sAv[r nN Ok'JCRIBfD PA01?tR1Y> _ CfR71FIGf!Y0:6HfDORY SCtNIDT;I�':; Wd'OF. WAWA a►m. ��, ca. a :.. { WNAt[o nlc:lAUi�F.4 .. FIO LE NC6 Y ) fOVkt�rSOUTHfSIfl ;NO,a 4Q r 19•• ! ' $�1Ff0Ut COUNTY NEW;YQp(t . ' 1 Gad:B{tmgrW�It+d 1fa�l�' P.O.9vi 9,.y.Wt�wwkv,Ne�YY lion mg►*25 '=421°;.40 ,OM FM`Z0..2009 lAl Ia�1tiG?lo�o, a,tyYiJrpL/Niir' .y►LtsCplpiMeN�`H:R+Mµ. Y,avp. { ' Q.T.M. N0. DISTRICT: 1000 SECTION: 127 BLOCK: 8 LOT(S): 19 MON %� RERY R�ALN ' 35.4,0 0 4' Nu�KE Oh \ \ 2• 90 OE 4, � ct +K MON stiff 40. ..'P�oL: ts� mot,£/ Q 78 �`° N Stoop JC4 • 4,C U_.,,.noR :•:':OVFRtV'!";•�.•D,(,Y��NG:;:;:•:;'•'.:.:..:.:::..M; Uy ^^a O 00 110 o.1E. 6 w `fl F y1 0 rn MON i N C I- MO- .® � I� l MON �' 0� w W. cs; U.P PpVEME� O O O - O )ATE 06-12-24 ,ATE SWIMMING POOL 04-24-08 Bldg Dept copy from Zp Final reviewed docurnen 47ER SUPPLY, WELLS, DRYWELLS AND CESSPOOL GA F1 e ONS SHOIMV ARE FROM FIELD OBSERVA77ONS at*: / R DATA OBTAINED FROM OTHERS N L=28.46. R, aW 61,01� 22,267.4 S.F. OR 0.51 ACRES ELEVAnoNDATUM: o �16' R=36.S0, �_50.00 �1t00 0 G HOR/ZED AL 7ERA 1/0N OR ADD/770N TO 7H1S SURVEY/S A V10LA 710N OF SECTION 7209 OF THE NEW PORK STATE fDUCA PON LAW. COPIES OF THIS SURVEY rmr7 �� 38 9 9, OT BEAR/NG THE LAND SURVEYC�S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE C�'Y. GUARANTEES INDICATED HEREON SHALL RUN O D v/� r0 THE PERSON FOR MOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7IRIAON O n HEREON AND 7O THE ASSIGNEES OF THE L£N01NG INS777U710N GUARANTEES ARE NOT 7RANSfERABL£ O (U j iSJl FSE15 OR DIMENSIONS SHOWN HEREON FRaSI THE PROPERTY LINES TO THE S7RUCIURES ARE FOR A SPEORC PURPOSE AND USE 7HEREFORE THEY ARE O TENDED TO MONUMENT THE PROPERLY UNES OR TO GUIDE THE EREC7)ON OF FENCE$ ADDITIONAL STRUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS F-.O ��hM i SUBSURFACE STRUCTURES RECORDED OR UNRECORDED AR£NOT OUARAN7EE0_UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY W fto °F°DESCRIBED- PROPERTY = _ CERTIFIED To: PATRICK DOWDEN• �' o CD AUG LEIGH DOWDEN• w 1 2 z 2024 AT:LAUREL 201VI1VG : SOUTHOLD - i! �O� BOARD OFAPP ACS .K COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC E 4- "'"^ y�r V Professional Land Surveying and Design Ea +'f P.'0. Box 153 Aquebogue, New York 11931 ��y O �Ar 8-2rJ SCALE: "=30'onrt FEB. 26, 20�8 USG NO. 050882 N.Y.S PHONE (881)298-1588 PAX(881) 298-1588 GJ�--��T INPEX Boulevard Planning, P.C. �' `" �"� Construction Consultants A1.0 - TITLE SHEET " 516-877-2001 PLOT PLAN SITE NOTES ZONING ANALYSIS ENERGY CALCULATIONS NEW 15UILDINCo HEIGHT ADDITION 05-1 CODE DETAILS 05-2 - CODE DETAIL5 TO THE A2.0 - PARTIAL EXISTING FFOUNDATION PLAN DOWDEN PARTIAL EXISTING FIR5T FLOOR PLAN PROP05ED 5ECOND FLOOR PLAN RESIDENCE NOWO Generated by REScheck-Web SoftwareV PROPOSED ROOF PLAN ROOF FRAMING PL / 5ECOND ELECTRICAL FLOOR PLAN Compliance Certificate EL, 24.(0' WINDOW & DOOR 50HEDULE5 ; LEGEND5 385 WENDY DRIVE Project Dowden Residence --/ A3.0 . ELEVATION5 LAUREL NY. 11948 ! t5UILDING 5ECTION Energy Code: 2018 IECC / 1 Location: Laurel, New York / I AIR SEAL DETAIL Construction Type: Single-family /'- 1 Pl-UM15ING R15ER DIAGRAM Project Type: Addition -- 1 = Climate Zone: 4 (5331 HOD) REVISIONS: DATE. Permit Date: Permit Number: /', ; Z All Electric false i Is Renewable false e-100, AWY COMMENTS 08-28-2024 Solar Ready: false NEW SECOND STORY 1 Has Charger false 1 � Q CITY 07-�-Z�4 Has Battery: false �+ ADDITION Has Heat Pump: false (64.0 5Q, FT.) 1 N A CITY COMFITS 07-05-2024 Electric Ready: false ix �� \ 3r I 1 N s 3' NEW SECOND 5TORY Responsive Water Heating: false �' ti �' �y o 1 ACITY TS OQ--22-2024 f' �� _ Construction Site: Owner/Agent: Designer/Contractor: `\ / �jP \3' ADDITION ; 385 Wendy Drive Dowden John Stumpf,RA Laurel, NY 11948 385 Wendy Drive John E.Stumpf, P.C. , ,00 (77,94 5Q• FT.) Laurel,NY 11948 220 Main Street J_ , (p�0•�t -- Hempstead, NY 11550 o J 516-877-0400 :sB �fs,.�.aa"s " ., u9 it°1.,�,��* 'r�..�r'-,Aror '1`/ cam- •R•' ,`O� � \ ( o I 5Y E50 5 I ST M L L Compliance: 10.7%Better Than Code Maximum UA: 75 Your UA: 67 Maximum SHGC: 0.40 Your SHGC: 0.30 X DETAIL NUMBER The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. / C\ 15LUE STONE 1 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. r 33 01 DRIVE ; DETAIL NUMBER 0 Slah-on-grade tradecf.s are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade ` ��' �' - X assembly in the specifiers climate zone must meet the minimum energy code insulation R-va'ue and depth requirements ,!* / �Q !� / - X AX X POOL DWG• NUMBER DWG• NUMBER X P� \\° EXISTING BUILDING SECTION/ELEVATION INTERIOR ELEVATION, " ' '`' �� w p�0 GP TWO STORY . .. .. .. ! , SHADED AREA INDICATES ELEVATIO ....... D T IL NUMR Ceiling: Flat Ceiling or Scissor Truss 780 60.0 0.0 0.024 0.026 19 20 I DETAIL NUMBER Wall:Wood Frame, 16"o.c. 453 20.0 7.0 0.040 0,060 14 21 �P V\a EX15T• SHED ��\G� oOQ-i �' \� I '- �� X Door:Glass Door(over 50%glazing) 40 0.320 0,320 13 13 \ �/ �F 4 e. SHGC:0.30 O / Window:Wood Frame ', `Z`� p �' J 0 35. DWG• NUMBER �,� SHGC:0.30 65 0.320 J.320 21 21 QP�\ �� -- o � _ IX S 'SECTION DETAIL �/ 3S DWG. NUMBER CZECEIVED - / CYO-- %VINDOW MARK SECTION/PLAN ENLARGEMENT EL. 20,49' LINK 4'CHA! ��a� `� I \�� '� • �AU6 2 3 2�J24 �� :� N �` �,q F -- DOOR MARK � s�k FENCE �� ry � �,� /c ,� � Fig'` c ZONING BOARD OF APPEALS Project Title: Dowden Residence Report date: 03/21/24 � .i� / o� WINDOW/DOOR MARK Data filename: Pagel of 2 N 8`° ��I 40 f"W mN�• �� 5EF SCHEDULE / / `w ��- / �� l l U! W. , LE�C��ND �- EL. 22.°J �Q • Sj \ n� 1,\�' Q EXISTING WALLS Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other ��y �� L J EXISTING WALLS TO BE DEMOLISHED calculations submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in _____ Bldg Dept copy frc+m CA REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 5•C.T•M. NO. DISTRICT" 1000, 5 /EGTION: 12 , LOT: 8, LOT(5): (, v`� Z PROPOSED WALLS (CONCRETE) Rival reviiiiiiwed dotxxranta 03/2o/ZoZ4 ZDA file John E.Stumpf,R.A. Date: � Name-Title signature , / Date PROPOSED WALLS (WOOD FRAME) ,��.tly AFtC�,r� P\. � PROPOSED BRICK OR 5TONE MASONRY V0 (P\0\ \ PROP05ED CONCRETE MA50NRY UNIT John E. Stumpf, P.C. r * 4i o IK A515REVIATIONS •ARCHITECTS-ENGINEERS 0j -LAND SURVEYORS �,�0 �� ADD'L. ADDITIONAL HORIZ. HORIZONTAL N0, <rj"�a ALLOY. ALLOWABLE HT. HEIGHT r� ALUM. ALUMINUM JSTS. JOISTS 220 Main Street W �(p�` A.F•F• ABOVE FINISH FLOOR LVL LAMINATED V Hempstead, NY 11550 � BARS:. BARRIER LUMBER 0 (p MANUF. MANUFACTUR (L-�J BD• BOARD Telephone Fax AREA CALCULATIONS: n BLDG. BUILDING MAX, MAXIMUM 516-877-0400 516-746-8622 _ _ _ _ m BM. BEAM MIN, MINIMUM 631-734-2011 516-538-4090 n M.L. MICROLAM HEIGHT EXIST, FIRST FLOOR 1,700•5 5Q• FT• � iN BTHF'.M. BATHROOM EXIST• 5ECOND FLOOR 010.4 50. FT• 15TH CEILING MW MICROWAVE EXIST. FIRST FLOOR 1,700,5 5Q. FT• SECOND FLOOR ADDIT• 770.(o SQ, FT. NOM• NOMINAL Internet: www.blvdplan.com N GLO, CLOSET EXIST• SECOND FLOOR CANT. ZZ.5 50. FT. TOTAL CONDITIONED AREA 3,300.5 5Q. FT. o O.C. ON CENTER EXIST. COVERED PORCH O3.0 5Q• FT. I CONT• CONTIN0005 01'G. OPENING TOP EX15T. SHED 0.1 5Q. FT• �, CONG• CONCRETE THESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE PLATE EXIST• POOL 84Z.1 50, FT• EXI5 . SHED I .I SQ, T. PLYWD• PLYWOOD NEW SECOND FL. BALC. &4.0 50• FT• 0 GORE• CORRIDOR AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. EX15T. FOOTPRINT AREA Z,04&.e 50. FT. NEW SECOND FL. BALL. 04.0 50. FT, I DIM. DIMEN510N PROP. PROP05ED INFRINGEMENTS WILL BE PROSECUTED. ADDITION N PROPOSED FOOTPRINT AREA 2,710-e 50, FT• GRAND TOTAL AREA 4,370.0 5Q. FT. Z D.W. D15H WASHER P.T• PRESSURE T \ N N DWG, DRAWING PTO. PAINTED ' �_ 14 S ITE AND Z O N I N G DATA EA. EACH RP. ROUNP RM. ROOM DATE: 06-26-24 ZND_FL N RIDGE ZONING REQUIREMENTS 6, ------------- _ TOP REQUIRED EXISTING PROPOSED ELE�/, ELEVATION INN _ _ _ __ HEIGHT R-40 ZONE R,O. ROUGH OPENI ��e0AR' II „ PLATE TOP PLOT AREA 40,000 5Q. FT 22,2(07.4 5Q• FT. 22,2(07.4 5Q. FT. EXIST. EXISTING , �`• 7U rF�� EXT. EXTERIOR REQ D. REQUIRED Mom DR. BY: VMB II II PLATE LOT WIDTH 10o' 100.00 FT• IRREGULAR 100.00 ffT. IRREGULAR STL STEEL o FRONT YARD SETBACK 30' 35.0 3r�.O o F•A•I. FRESH AIR INTAKE 44NREAR YARD SETBACK 30 40.8 30.3 TH STL, STAINLESS 5 SHED C4 FLR. FLOOR SCALE: AS NOTED I I I I + I + SI TE. NOT550 FDN, FOUNDATION THK. THICK * 4 II ll 1ST FL � SIDE YARD SETBACK 15/30 AGG. 41.7/°J2.08 AGG, 41.7/02.08 AGG. I � TYP TYPICAL �` _ 15T. FL LOT COVERAGE 20 FP•/PLOT = II,PjB / FP./PLOT = I2.17/ FT• FOOT ./FEET CHKD: J.S. % I. PITCH GRADE AWAY FROM THE BUILDING (R401.3)• FTG FOOTING U,O.N. UNLE55 OTHE GRADE GRADE MAXIMUM HEIGHT Z I/Z-STY./35.0 2-STY./24.20 2-STY./2(o.4Ci I NOTED 1 GYP.BD. GYPSUM BOARD VERT. VERTICALLY' YY 2• STORM WATER TO BE DISPOSED of IN ACCORDANCE WITH N N IN. INCH(E5) V.T.R. VENT TO R00 �\ LOCAL CODE REQUIREMENTS• INFO, INFORMATION W/ WITH A �UlLDING HEI&HT �' A1.0 SCALE: I/8 = I'-0° 3. ALL TREES WITHIN Irv'-0" OF PROPOSED CONSTRUCTION TO 00 BE PROTECTED, �j00 4• ALL LANDSCAPING DAMAGED BY THE CONSTRUCTION Q V OPERATION TO BE REPLACED A5 REQUIRED. PROTECT NUMBER SHEET NUMBER 5. ALL DAMAGED CURBING, 51DEWALK5, ETC.., TO BE InO Project Title: Dowden Residence Report date: 03/20/24 REPLACED, Data filename: Page 2 ofl0 © 1 PLOT PLAN AI O (o. CHECK FOR UNDERGROUND UTILITIES PRIOR TO SCALE: 1 = 20-0 EXCAVATION, WINPOW S0HEPULE HEADER SCHEDULE _ - Boulevard Planning, P.C. , ALL WOOD FRAMING, INCLUDING JOI5T5, SEAMS, Construction Consultants POST.STUDS, ETC. TO BE DOUGLA5 FIR-LARCH#Z — OR BETTER, MODULUS OP ELA5TIGITY "E" I40o,000 _ WR _ 516-877-2001 SYMBOL ROUGH OPENING TYPE QTY. REMARKS Z-(o n ,-o n n n WITH A MIN.Fd-1400 ps, (Zx4), r$- IZ00 ps, I x 5 PH Z ANDER5EN TWZ4410 O (ZX(o),Fb r 1100 p51 (ZXQ/), Fb-1000 psl (ZXIO), n x 1 u n n Fb=°J00 psl (ZXIZ) OZ (2) 30, 5-o DH I ANDERSEN TWZ10410-2 ` EXISTING CHIMNEY NOMINAL LUMBER SIZE: SPANS: / o RA15E CHIMNEY PH I "ANDERSEN" Tw1841d I " NEW (Z) Zxro UP TO 4-o — —— — ;— — — — — — —— — — —— — Z'-0" HIGHER THAN _ CONTRACTOR TO VERIFY WINDOWS W/ OWNER k MANUFACTURER PRIOR TO PURCHASE ANY ROOF (Z)ZXS 4'-0" TO (,'-0" �� N �� ; EXISTING STRUCTURE WITHIN_ _ ALL WINDOWS ARE TO HAVE A U VALUE of 0.32 OR BETTER �- -- 0 Dk � CHIMNEY A 10'-0" RADIUS ROOF 5HINGLE5 TO ADDITION �� ALL WINDOW 51ZE5 TO NAVE A SHGC VALUE OF 0.3Z OR BETTER , „ I " MATCH EXISTING lS 14 ALL WINDOW 51=5 DENOTE NOMINAL DIMEN510N5 (Z) ZXIo -o To b-oIS „ , „ ; FAKE NO MATCH TO THE EGRE55 WINDOW REQUIREMENTS: (Z)ZXIZ 8-0 TO to-o i N i EXISTING NEW CRICKET - XISTI G NOTE: MINIMUM JACK STUD 5HALL BE ONE(1) Zx STUD AT CRICKET DOWDEN 5H - SINGLE HUNG WINDOW MINIMUM OPENING - 5.7 50. FT. >c I oC PW - PICTURE WINDOW MINIMUM OPENING HEIGHT - 24" EACH END OP HEADER UNLESS NOTED OTHERWISE w PX - FIXED WINDOW MINIMUM OPENING WIDTH - ZO" HEADERS (o FEET AND OVER SHALL RECEIVE A MINIMUM OF - - - / (Z)Zx NAILED BUILT UP JACK 5TUD5 UNLESS NOTED �V�� N RESIDENCE TR - TRAN50M WINDOW MAXIMUM SILL HEIGHT - 44" n OTHERWI5E. EXISTING RIDGE I N viz N GL - GLIDING WINDOW GLIDING WINDOW MINIMUM WIDTH - 40 NOTE:ALL 51=5 GALLED OUT ON ANY OP THE BOARD 1(x FOLLOWING DRAWINGS WILL SUPERCEDE THIS 5GHEDULE. GSD 05D I �_ NOTE:USE(3)Z e HEAPERrJ' AT ALL ZY6 EXTERIOR WALLS GM /1 POOR �G EDULE - - ----- --__'-_ \J��``_'---------------�~��`I CRICKET FOR I }-� - P05ITIVE ROOT I 385 WENDY DRIVE DRAINAGE SYMBOL ROUGH OPENING TYPE QTY• REMARKS LEGEND ` I OA ZI-o" x GI-8" 5W 3 - DENOTES LOAD \`� �`. I ' u I ; Z"OZ" RIDGE BOARD LAUREL NY. 11948 BEARING WALL © 21-(o" x (o'-b" 5W 1 ® DENOTE5 P05T © (o,—dn x (ol-Sn SW 1 PRENGH WOOD HINGED PATIO DOOR ANPER5EN FWH&0698 DENOTE5 P05TED `� I I EXISTING PORTION CONTRACTOR TO VERIFY DOORS W/ OWNER & MANUFACTURER PRIOR TO PURCHASE LOAD FROM ABOVE `�` i �% OF ROOF TO BE —vas REVISIONS: DATE: ALL DOOR SIZES DENOTE NOMINAL DIMEN51ON5 `�\ N I REMOVED 5W _SWING DOOR 5L - SLIDING/ BI-PA55 GLA55 DOOR Q DSW - DOUBLE SWING DOOR FR% - FIRE RATED SELF CLOSING SWING DOOR MICRO-LAM OR --- _ i i Uo C11Y Cb�d1 ENT5 0>?3-2a-2024 LAMINATED VENEER X PP - POCKET DOOR OHD - OVERHEAD GARAGE DOOR ML LUMBER (LVL) f. -_._y_r. __. , _...__ I w 2 CITY 07-01-2024 BF - BI-FOLD DOOR BD - BARN DOOR i I - HDR. HEADER ELECTRICAL LEGIENP - I>< EXISTING HEADER V-I.P. I I `� t i 4 EXIST. I � � _ � SWITCH CEILING rAN 8r LIGHT P.T. PRE55URE TREATED %Q :� ; " I � �aL _ -19 L& � EIVED s DUPLEX OUTLET GROUND FAULT OUTLET ® TV JACK LJ ® � �%p I �� AUG 2 2 2024 WR WATER RESISTANT OUTLET 05D SMOKE $, CARRON MONOXIDE �1= AppEALg 0 RECE55ED LIGHT CM DETECTOR. OAFtD HARDWIRED/INTER-CONNECTED Z"x�" R.R• 2"x(o" R.R zoN�NG e - - WALL MOUNTED EXTERIOR LIGHT — @ ►� o.C. � 1� o.c• - WALL MOUNTED LIGHT ® EXHAUST PAN, VENT TO 1 _.a...._.............._._...._._ _._ I ROOF oVERHANGE EXTERIOR I TO MATCH EXISTING ±2gI-d" �• SEGONnFLOOR FLAN AZ.o SCALE: V4" = 1'-0" A 1&1-0" ±7'-d" 1&1-0" ±71_0" • A3,0 P�oPoSEn 81-d„ g,-d" RAILING PER CODE CANTILEVERED R O o MANROOr MAN DECK ABOVE ------- --- AZ 0) SCALE: I/4° - II-o" ROOF LINE ABOVE. EXISTING ROOF �AW NY SEE 4/A4.0 I I LINE ABOVE TO _ — — o I I =o F' REMAIN, TYP. 7 (o COMP051 DECKING d' I Q < (3) Z'XIO HEAPER ✓TO � ✓ tom- 1 to tti �� uco � I c� ,u ¢00 _ _l — N —j ,u N Z I ry CONVERTED N aU \ O - ° FROM BEDRM. Z UJ ? w iV z I0. I g z o ° II+��I t*�vltcopy d docurrwnt il+H dill~ •-T . I= t� D 0. EXISTING CLOSET I IT 5 ,. E IRETY. PATCH FLOOR WALL x ° w N w R i�_ W /::- C ILING AREAS TO MATCH EXISTING OA I N a°C iv W I I j } ' �____�- II �PEMo. EXIST. w d " I w fl � (Z) Z X(o � � _1 L 4-100, FRAME - o = 0 o -- - -- o I o John E. Stumpf, P.C. x I I u N N UP - - WI ox3� GIRDER (UPSET) p B 5EDROOM w ( ► °� UNEXGAVATED •ARCHITECTS•ENGINEERS x iu `' , 3 r w EXIST. GIRDER GA5 D OPENIN N NEW F- I - DN. N I - - - �AMIL ROOM z d EXISTING 2x SLEEPERS -LAND SURVEYORS I OVER EXISTING GONC, N o I SLAB FLOOR I I 220 Main Street - - - P05T ABOVE, TYPICAL - N � I `�' M X w I I Hempstead, NY 11550 - (3) 1-3/4"04" LVL HEADER (UPSET) - - _� w ° N t(1 �' X u o o � 111 w I I Telephone Fax I `� --- k �' 516-877-0400 516-746-8622 odc J N w 1 w � o I I 631-734-2011 516-538-4090 'u v I n 3-1/Z" PIA. STEEL PIPE d I °tL °I- ° F- 7'-IOII SI-4" (oI-4" ( �4 p COLUMN TO BEAR ON ci I I I Internet: www.blvdplan.com x F N EXISTING FOUNDATION, ^•I' u1 I I p IU 0 Q H - TYPICAL OF 5 I W 3-I/Z" DIA, STEEL PIPE THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE � � aU _ - WIox30 GIRDER (UPSET) I `X COLUMN ABOVE TO w I BEAR ON EXISTING AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. OA p ¢ N UP '000 6 i FOUNDATION, TYPICAL INFRINGEMENTS WILL BE PROSECUTED. lu OF 5. 5EE FIRST FLOOR u o (2) Z"X(°" I �j Q 1 PLAN FOR LOCATIONS I5AT}-� -� o - o 1 u aU A f — z uc I I I DATE: 06-26-24 - N w I I A\aEV A�H�TF i� E,sr�,y�cr DR. BY: VMB L_ 31-0" 7 u — — --, kio % uWz o x � u p o N w I I I i * SCALE: AS NOTED N p I EXISTING CONC. I I -- ---- - - - t� FOUNDATION WALL k a moo- �TO I w p I FOOTING, TYPICAL N e CHKD: J.S. po I w 0�4" 5 (3) Z"X(o" (3 Z"XIO" HEAP `v d A ±231_ A3.o A ZA PROJECT NUMBER SHEET NUMBER IF PC'OP05En A3° FARTIAL A3•° PARTIAL 3 5EGOND rLOOR PLAN Z EXISTING MR57" LOOK PLAN I EXISTIN& f:OUNPATION PLAN A4ffo A2.0 SCALE: 1/411 = 1'-0" AZ 0 SCALE: 1/4" = 1'-0" SCALE:A2.0 I/4" = I I-o" Boulevard Planning,P.C. Construction Consultants 516-877-2001 NEW ADDITION TO THE DOWDEN - - _ _ _ _ - _ - - - _ _ 385 WENDY DRIVE LAUREL,NY. 11948 lAVERAGEAVERAGE — — — — — rIR5T BOOR CL Yl.lo' CL 2510' SO4' AVERAGE REVISIONS: DATE: 11 g 417' 510E YARD 5ET5ACK rROM AWTION CM 00..W2024 WE YARD SETBACK 51PE YARD SMACK 2 r1tY OOIYENIS 07-01-2021 )=RONT EL-EVATION_5KY PLANE ©°"`ommom 07-°o-=4 / P \ __________ — — — —— — — -- -- — — — — — — — — — — — \tip — p}[ W Fyl. K �Iz u 1ELI AVERA9E FIRSTrLOOR ❑-25A0' lAVERAGE lEl_RAGE .. '` �L 25.10' EL.2,I ,Ir `O g VIE YARD 5E 11.11X PROM APPITON IL GY 7 r 51PE YARD 5ETBAC[ 510E YARD SETBACK Zn REAR ELEVATION_5K_Y PLANE A3.0, SCALE:I/B'•I'-0 John E. Stumpf, P.C. ARCHITECTS•ENGINEERS -LAND SURVEYORS• 220 Main Street Hempstead,NY 11550 Telephone Fax 516-877-0400 516-746-8622 631-734-2011 516-538-4090 Internet:www.blvdplan.com / / TI{FSF PI.A\S ANI)SPFCIFCATIONS ARF M�TRUMFN'TS or SFRVICF / AND III TIII PROPI'R F1 oI BIIU 'ARI)PIA11.INC.PC / PRINGPMI'NTS Wll I RF PROAl CI1T1 D / \ DATE 06-26-24 ro s. csr.'`: DR.BY:VMB 10/ — — — SCALE:AS NOTED g+ 4� - �j ❑ gl3 *�\��t!S�'� C11KD:J.S. ®AVERAGE — — — — — — - rI95T BOOR EL 2510' AVERAGE rl Y7la 55d � 4n5' rRONT YARD SMACK REAR YARD SETBACK R16HT 51DE 1'It()1Lt'1 Nl1MyL SHLLI N11M!)LH ELEVATION 5KY P �LANE A4.0 \A'j.6 5CALE:V8—-0 Boulevard Planning, P.C. Construction Consultants r Al,o - TITLE SHEETLoo 516-877-2001 PLOT PLAN 51TE NOTES ZONING ANALY515 ENERGY CALCULATIONS " `� NEW GS-I - CODE DETAILS J� o ADDITION Ay C5-2 - CODE DETAIL5 A2.0 - PARTIAL EXISTING FFOUNDATION F N v i ��o TO THE PARTIAL EXISTING FIRST FLOOR PLAN PROPOSED 5EGOND FLOOR PLAN DOWDEN MOP05ED ROOF PLAN ROOF FRAMING rLi RESIDENCE Generated by REScheck-Web Software LA5ECOND ELECTRICAL FLOOR PLAN W y/ WINDOW le DOOR 5GHEDULE5 Compliance Certificate PEI.- 24•(0' LEGENDS A3 o - ELEVATIONS 385 WENDY DRIVE Project Dowden Residence ,/ , PUILDING 5ECTION AIR SEAL DETAIL LAUREL, NY. 11948 Energy Code: 2018 IECC Location: Laurel, New York PLUME5ING RISER DIAGRAM Construction Type: Single-family 1 Project Type: Addition � 1 S Climate Zone: 4 (5331 HOD) �' I REVISIONS: DATE. Permit Date: 1 p Permit Number: 1 Z All Electric false Is Renewable false / r Q C" 08-26-=4 ' Solar Ready: false ' Has Charger false NEW SECOND STORY 1 t9 /� ADDITION 0 Has Battery: false _ (04.0 SQ. F/ ( 1 Has Heat Pump: false O * Tic\ 3 �o ( T.) , N Electric Ready: false Responsive Water Heating: false � Construction Site: Owner/Agent: Designer/Contractor: NEW r✓EGOND STORY �� / (�P� ADDITION 1 , 385 Wendy Drive Dowden John Stumpf,RA (77V4 SO. FT) 1 Laurel,NY 11948 385 Wendy Drive John E.Stumpf,P.C. 00 Laurel,NY 11948 220 Main Street / Hempstead,NY 11550 0 4 J 516-877-0400 . . . _ . 000 5YM6DL-5 U5T Compliance: 20.7%Better Than Code Maximum UA: 75 Your UA:67 Maximum SHGC: 0.40 Your SHGC: 0.30 _ J The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. y� r �LUE STONE DETAIL NUMBER 1 n It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade �o.�1'C' DRIVE DETAIL NUMBER X assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. °Q �l•�t � AX X AX X POOL � ti� ° � DWG. NUMBER DWG. NUMBER Envelope Assemblies X EXI5TING El- 23,3' BUILDING SECTION/ELEVATION INTERIOR ELEVATION. liu-I TWO 5TORY �,'h 3 + ,� 5HADED AREA 1NDICAT55 ELEVATID _ _ 4Aff 1` C RESIDENCE s / Ceiling: Flat Ceiling or Scissor Truss 780 _60.0 0.0 0.024 0.026 19 20 / '7•a �C �'� P, �' DETAIL NUMBER - DETAIL NUMBER '� Wall:Wood Frame,16"D.C. 453 20.0 7.0 0.040 0.060 14 21 �P via ExIST. SHED �C� °°� �' �� I �, 0� X X - AX Door:Glass Door(over 50%glazing) 40 0.320 0.320 13 13SHG 111�� QJ�Q� 3S 1 !��1 AX DWG NUMBER Window:Wood Frame 65 0.320 0.320 21 21 OJT ��° �- �\ S SHGC:0.30 QP r�, J# 0 VSEGTIO DETAIL So WINDOW MARK DWG. NUMBER © / S SECTION/PLAN ENLARGEMENT EL.ZO,V, !P � 4 QtV FENCE . GJ'CG� POOR MARK V \/ Qo�� WINDOW/DOOR MARK Project Title: Dowden Residence Report date: 03/21/24 •�.,� v J f Page 1 of 2 N 8�� 0pf 4On W m �� _l SEE 5CHEDULE All exterior°��► '.' ;ne: '/ �� installed,replaced or iJ1,871 `�--�-__� � _ �W repaired shall conform '�.__ IQ ��11� to Chapter 172 �� v of the Town Code �� U.P. �j ry�!i- fnt � C� EXISTING WALLS Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other ijYV �� Y/ calculations submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in �I p, /�_� L_____J EXISTING WALLS TO 6E DEMOLISHED REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 5L.T.M, NO, DISTRICT 1000, 5ECT ION: IZ /r�, LOT: C!. LOT�•5 1�): 1 v�C �� PROPOSED WALLS (CONCRETE) o3/Zo/ZOZ4 PROPOSED WALLS (WOOD FRAME) -John E.Stumpf,R.A. • Name-Title Signature Date V� ctnf ti A�hi PCQ,�P �\ ® PROPOSED BRICK OR STONE MASONRY AP P 0 EO AS NOTED ��E,src,MA�c� �\ , DATE• ® PROPOSE DP CONCRETE MASONRY UNIT John E. Stumpf, P.C. BP \ FEE BY. ' * �� A1515RE! V 1AT1 V+V 5 . NOTIFY BUILDING DEPARTMENT AT � I ,;; - GJ � -ARCHITECTS-ENGINEERS- NOTIFY 631-765-18M BAM TO 4PM FOR THE a �'��87.0) 0 OI FOLLOW1N13 L'YSPECTIONS: Nd, � 1� � � � � ADDIL• ADDITIONAL HORIZ. HORIZONTAL -LAND SURVEYORS' 1. FOUNDATION-TWO REQUIRED C� _ ALLOW. ALLOWABLE HT. HEIGHT FOU POURED CONCRETE ELECTRICAL hm w � ALUM. ALUMINUM J6T5. JOISTS 220 Main Street q i� tc& A•F•F• ABOVE FIN15H FLOOR LVL LAMINATED V Hempstead, NY 11550 2, " 'iJGH*FRAMING&PLUMBING INSPECTION REQUIRED � � �'Z�' �Ot BARB, BARRIER LUMBER 3. r; ,JLATION �ot� '0. 4. R VAL-CONSTRUCTION MUST AREA CALCULATIONS: BD. BOARD MAY. MAXIMUM UR Telephone Fax \ BLDG. BUILDING MAX. MAXIMUM 516-877-0400 516-746-8622 F"�COMPLETE FOR C.O. p n� MIN. MINIMUM Alt CONSTRUCTION SHALL MEET THE F EC'.SIREMENT$OFTHECODESOFNIrIN -,`PL B,� G, EXIST. FIRST FLOOR 1,700.r 51 FT. ,m N� 15M. BEAM 631-734-2011 516-538-4090 ALC PLU!�481NG WASfiE, EXIST. SECOND FLOOR OIo.4 SGFT. -4 '� BTHRM. BATHROOM M.L. MICROLAM STATE NOT RESPONSIBLE FOR &:WATER LINES NEED'::. S fir c'f.:IN OROCNSTRUCTON ERRORS _�""i �F E COV.ERI[�'G SECOND FLOOR ADDIT• 77°J•(o 5(. FT. GLG. CEILING MICROWAVE -� # Na t3w {yR N GLO. CLOSET NOM. NOMINAL Internet: vvww.blvdplan.com TOTAL CONDITIONED AREA 3.300.5 'Q. FT. o0 010. ON CENTER - I _ CONT CONTINUOUS CONCRETE OPIG• OPENING �9 C. COMPL�"; ;�"TH ALL CODES OF eX15 . SHED 1 .I SQ.T. GON PLYwO, PLYWOOD THESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE NEW YORIP STATE & TOWN CODES (� GORR• CORRIDOR AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. AS RE I SAND CONDITIONS OF NEW SECOND FL BALL, fo4,0 50-7. ` DIM. DIMENSION PROP. PROP05E12 INFRINGEMENTS WILL BE PROSECUTED. _ ..E.0UTuO'__)T0�",'N ZBA PLUMBER CERTIFICATION GRAND TOTAL AREA 4,378.0 G. FT. Z P.T. PRESSURE T ON LEAD 6ONTENT BEFORc N N D.w• DISH WASHER i J 0'�N?LA-59 G BOARD CERf�y JG`ATE OFOCCUPANC o PTO. RONTED SITE AND ZONING DATA � o, EA.G EACH ING RD. ROUND �l,' ";t uSTFES S0LDER.USED!N b"ATER ZONING REQUIREMENTS REQUIRED EXISTING PROPOED �' ELEV. ELEVATION RM. ROOM � DATE: 06-26-24 We& ^ R-40 ZONE r. SUPPLY SYSTEM'CANN0• PLOT AREA 40,000 60. FT. ZZ,Z(o(o 50. FT ZZ,Z(o(o�Q. FT. R.O. ROUGH OPENI cPEd ARC EXIST, EXISTING �'��• H�TF EXCEED 2/10 OF 1% LEAL' LOT WIDTH 150' 100.0o FT. IRREGULAR i0o.o0 FT. IRREGULAR EXT. EXTERIOR REQ D. REQUIRED �,ht�E'�UM,o�c'�' DR. BY: VMB N 5TL STEEL FRONT YARD SETP�AGK 30' 3�•� 3�i• o F.A.I. FRESH AIR INTAKE ST• STL. STAINLESS S REAR YARD 5ETSAGK 30' 40-e 3(0.3 PLR. FLOOR SCALE: AS NOTED Must provide Manuals SIDE YARD SETBACK 15'/'O AGG. 41.VVZ.08 AGG, 41-7'1VZ.0' AGG, � 621TE! NOTE5S0 FDN. FOUNDATION THK THICK ♦ 1 , TYP. TYPICAL J FT• FOOT/FEET N CHKD: J.S. ��.�� D, 3 and S as per LOT COVERAGE Z0/ IO.4 % 1%'06 I. PITCH GRADE AWAY FROM THE BUILDING (R4o1.3). FTC. FOOTING U.O.N. UNLESS OTHE a UNLAWFUL NYS Energy Code MAXIMUM HEIGHT 2 I/Z-STY./3�•0 Z-STY./Z4.Zo Z-STY./z5.20 �� NOTED r GYP. BD. GYPSUM BOARD VERT• VERTICALLY USE IS U - - - - z. STORM WATER TO BE DISPOSED OF IN ACCORDANCE WITH IN, INGH(E5) V.T.R. VENT TO VERTICALLY LOCAL GORE REQUIREMENTS• ROO ��v7HOUT C E RM F I CAT E �� INFO. INFORMATION W/ WITH r%Y Blower door 31 ALL TREES WITHIN 15'-0" OF PROPOSED CONSTRUCTION TO BE PROTECTED. and ductwork � testing required. 4. ALL LANDSCAPING DAMAGED BY THE CONSTRUCTION Additional �'�/ Certification OPERATION TO BE REPLACED AS REQUIRED. PROJECT NUMBER SHEET NUMBER r ,^•r Be F'Equ• I" Tiff 0 ro)ec'�Title: Dowden Residence Report date: 03R0/24 5. ALL DAMAGED CURBING, SIDEWALKS, ETC.. TO BE apol Data filename: Page 2 of10 I REPLACED. FLOTFLAN (o. CHECK FOR UNDERGROUND UTILITIES PRIOR TO AI,O SCALE: V EXCAVATION. Boulevard Planning, P.C. Construction Consultants GENERAL NOTES ROOF N.T.S. BOARD NAILING SCHEDULE Wood Frame Construction Manual 516-877-2001 1995 SBC High Wind Edition TABLE 3.1 AFTER TIE 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH STEEL _ BLOCKING 2 BAYS Joint Description Number of Nails Nail Spacing THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. BACK @ 4'-0" O.C. ROOF FRAMING NEW 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE 1. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE - - Rafter to Top Plate Toe-nailed TOWN OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL _ 3 - 8D per rafter CeilingJoist to To Plate (Toe-nailed) ADDITION STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM A-36 AND A-501 ATTIC3 - 8D per joist 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, TRAP TIE Ceiling Joist to Parrallel Rafter (Face-nailed) 4 - 16D each lap TO THE CERTIFICATES OF OCCUPANCY, INSPECTON APPROVALS, ETC., FOR WORK CONCRETE AND MASONRY LINK# 1 - ATTACHMENT 0 SHEATHING Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16D each lap PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. TO ROOF RAMING 1. ALL FOOTINGS SHALL BEAR ON VIRGIN OR UNDISTURBED SOIL OF 2,000 PSF BLOCKING 2 BAYS Collar Tie to Rafter (Face-nailed) 4 - 16D per tie DOWDEN 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE BEARING CAPACITY. THE CONTRACTOR SHALL VERIFY THE LEVEL OF LINK# 2 - C NNECTION OF RAFTER PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE ACCEPTABLE BEARING STRATA IN THE FIELD. & THE TOP OF WALL BACK @ 4'-0" O.C. Blocking to Rafter (Toe-nailed) 2 - 8D each end VILLAGE Of GARDEN CITY. 2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND Rim Board to Rafter (End-nailed) 2 - 16D each end 5. IF IN THE COURSE OF CONSTRUCION A CONDITION EXITS WHICH RECOMMENDATIONS OF ACT-301-84. "SPECIFICATIONS FOR STRUCTURAL INK# 3 - CONNECTION OF TOP RESIDENCE DISAGREES WITH THAT AS INDICATED CN THESE PLANS, THE CONTRACTOR CONCRETE IN BUILDINGS" (fc=3,500 PSI), REINFORCING STEEL, IF ANY, SHALL WALL FRAMING LATE 0 STUD SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO CONFORM TO ASTM A-615 GRADE 60. TOP PLATE TOP OF PLATE To Plate to To Plate Face-nailed 2 - 16D � per foot FOLLOW THIS PROCEDURE, AND CONINUE WITH THE WORK, HE SHALL SECOND FLOOR ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 3. ALL MASONRY UNITS SHALL BE CLEANED OF ANY DIRT OR DUST PRIOR TO ELEVATION VARIES LINK 4 - CO ECTION OF TRAP TIE Top Plates at Intersections Face-nailed) 4 - 16D joints - each side 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED INSTALLATION TO ENSURE A SECURE AND PROPER BOND. SHEATHING TO HEA R DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE LINK# 5 - CONNECTION F HEADER Stud to Stud Face-nailed) 2 - 16D 24" o.c. INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. MECHANICAL TO ADJACENT EXTE I R WALL -ILI BLOCKING 2 BAYS 385 WENDY DRIVE Header to Header (Face-nailed) 16D 6" o.c. along edge 7. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND 1. RADIATORS AND BASEBOARD CONVECTORS SHALL BE LOCATED BELOW WINDOWS BACK @ 4'-0" O.C. Top or Bottom Plate to Stud (End-nailed) 2 - 16D per 20 stud LAUREL NY. 11948 SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT WHERE POSSIBLE OR ADJACENT TO DOORS AND WINDOWS. SIZE OF FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE CONVECTORS TO BE CALCULATED BY THE PLUMBING AND/OR HVAC USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT 3 - 16D per 2x6 stud BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE CONTRACTOR. 4 - 16D per 2x8 stud ARCHITECT. 2. FIRST AND SECOND FLOORS SHALL BE ZONED SEPARATELY. Bottom Plate to Floor joist, 8. OMISSIONS OR ERRORS CONTAINED IN THE DRAWING AND SPECIFICATIONS DO 3. HVAC DUCTS TO BE HIDDEN WITHIN WALLS AND CLOSETS WHEREVER POSSIBLE. FIRST FLOOR Bandjoist, Endjoist or Blocking (Face-nailed) 2 - 16D 1,2 er foot NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL APPLICABLE FINAL LOCATIONS SHALL BE APPROVED BY THE ARCHITECT AND/OR OWNER. LINK# 6 - CONNECTION OF WALL TUD TO FLOOR P STATE AND LOCAL CODES. TO FLO R FRAMING CONNECTION FLOOR FRAMING REVISIONS: DATE: 4. EXPOSED DUCTS IN CRAWL SPACES OR ATTIC AREAS SHALL BE INSULATED. 9. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND THE SITE LINK 3 - CONNECTION OF TOP Joist to Sill, To Plate or Girder Toe-noiled 4 - BD per joist SHALL BE CLEANED UP AT THE END OF EACH WORK DAY, CLEAR OF ANY FINISH SECOND FLOOR # BLOCKING 2 BAYS Q1 CITY COMMENTS 06-26-2024 HAZARDOUS CONDITIONS. N.Y.S. ENERGY CODE STATEMENT ELEVATION +8-10 PtATE TO 31 BACK @ 4'-0" O.C. Bridging to Joist Toe-nailed 2 - 8D each end 10. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED INSPECTIONS ARE 1. THE ARCHITECT HAS EXAMINED THESE PLANS AND SPECIFICATIONS AND, TO LINK# 4 - CONNECTION 0 Blocking to Joist (Toe-nailed) 2 - 8D each end CALLED FOR IN A TIMELY MANNER. THE BEST OF HIS KNOWLEDGE, THEY COMPLY WITH THE REQUIREMENTS WITH Gable End Wall Bracing 9 P ( ) 11. THE CONTRACTOR SHALL ENSURE THAT ALL TRADES COOPERATE TOGETHER THE NEW YORK STATE ENERGY CONSERVATION CODE. SHEATHING 0 HEADER '� Blocking to Sill or To Plate Toe-nailed 3 - 16D each block TO SATISFY THE PROPER COMPLETION OF WORK OF EACH OF THE TRADES. HE CS 1 Ledger Strip N to Beam (Face-nailed) 3 - 16D each joist SHALL ADVISE THEM OF CONDITIONS NECESSARY FOR THE PROPER LINK 5 - CONNECTION F HEADER .T.S. INSTALLATION OF EACH TRADE. CARPENTRY # TO ADJACENT EXTE R WALL Joist on Ledger to Beam Toe-nailed 3 - 8D per joist I WOOD FRAMING 1. ALL LUMBER SHALL BE NUMBER 2 DOUGLAS FIR OR 1,200 PSI HEM-FIR. Band Joist to Joist (End-nailed) 3 - 16D per joist 2. ALL JOISTS SHALL HAVE SOLID BRIDGING AT 8'-0" O.C. Band Joist to Sill or Top Plate Toe-nailed) 2 - 16D per foot 1. DESIGN LOADS: FIRST FLOOR - 40#/ LIVE LOAD 3. ALL EXTERIOR AND BEARING WALLS SHALL HAVE "CATS" AT MIDPOINT. ALL ROOF - 45#/SF - LIVE LOAD DOOR OPENINGS, , AND WINDOWS SHALL HAVE "CATS" ON EACH SIDE. SIMPSON STRONG-TIE ROOF SHEATHING EINGS ARCHES SECOND FLOOR - 30#/SF LIVE LOAD • 1�-0„CEILING - 30#/SF - LIVE LOAD 4. ALL PLATES AND SLEEPERS SHALL BE PRESSURE TREATED LUMBER. Structural Panels 8D 6" edge/ 6" field CS16 CONNECTOR MIN. LINK# 6 - CONNECTION 0 ALL 2. DESIGN TIMBER STRESS - DOUGLAS FIR SOUTH, N0. 2 GRADE FB = 5. UNLESS OTHERWISE NOTED, ALL PLATES ARE TO BE SECURED TO THE TO FLOOR FR ING USE 22 - 10d x 1 1 2 Diagonal Board Sheathing 825 PSI, E = 1,200,000 PSI. FOUNDATION WITH r DIAMETER GALVANIZED 7' BOLTS 0 4'-0" O.C. 1"GALVANIZED NAILS x 6" or 1" x 8" 2 - 8D per support 3. ALL HEADERS SHALL BE (2) 2"X6" 0 2"X4" WALLS & (3) 2"X6" WALLS 6. ALL PLATES AND SLEEPERS OR ANY OTHER WOOD IN CONTACT WITH FINISH FIRST FLOOR LINK 7 - CONNECTION JOIST 1" x 10" or wider 3 - 8D per support @ 2"X6" WALLS UNLESS NOTED OTHERWISE. CONCRETE, CONCRETE BLOCK, MORTAR, SOIL, TERMITE SHIELDS, ETC. SHALL BE ELEVATION +0-0 TO PLATE PRESSURE TREATED LUMBER. CEILING SHEATHING 4. ALL HEADERS SHALL BEAR ON 4"X4" POST 0 2"X4" WALLS OR 4"X6" 7. ALL PLATES SHALL SIT ON ALUMINUM TERMITE SHIELDS. GRADE POST @ 2"X6" WALLS UNLESS NOTED OTHERWISE. 8. ALL OPENINGS SHALL BE DOUBLE FRAMED, ALL AROUND. LINK# 8 - CONNECTION OF W LL CLEAR Gyp sum Wallboard 5D coolers 7" edge 10" field 9. TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE, PRESSURE TREATED, 40 TO FOUNDA ION SPAN WALL SHEATHING 5. ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY YEARS MINIMUM. CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT 10. ALL JOISTS ALIGNED WITH PARTITIONS ABOVE SHALL BE DOUBLED. Structural Panels 8D 6" edge/a 6" field COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES. 11. UNLESS OTHERWISE NOTED, ALL OPENINGS SHALL HAVE MINIMUM 2-2X8 Fiberboard Panels 6. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING HEADERS WITH J" PLYWOOD PLATES, GLUED AND SPIKED BETWEEN THE 7/16" 6D 3" edge / 6" field SHOULD BE OF CORROSION RESISTANT MATERIALS AND SHOW NO MEMBERS. EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE 12. ALL WOODEN HEADERS SHALL BEAR ON 04 POSTS, MINIMUM. 1I-Olt 25/32" 8D 3" edge / 6" field THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS. 13. ALL FLITCH PLATE HEADERS SHALL BEAR ON 4X6 POSTS, MINIMUM. 7. ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL FINISHES MIN. Gypsum Wallboard 5D coolers 7" edge/a 10" field ES ARE TO BE HOT DIPPED GALVANIZED. PROVIDE MINIMUM 1�J WIND ANCHORS, AND TRUSS PLAT END DISTANCE Hardboard 8D 6" edge 6" field B. GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 20 INCH 1. UNLESS OTHERWISE NOTED, ALL MOLDINGS AND FINISH MATERIALS SHALL EQUAL NUMBER OF Particleboard Panels 8D 6" edge 6" field BLOCKING ON 2-FOOT CENTERS BETWEEN THE RAFTERS AT EACH MATCH EXISTING AS CLOSELY AS POSSIBLE AND SHALL BE APPROVED BY THE GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING OWNER. SPECIFIED NAILS IN Diagonal Board Sheathing INTERIOR FROM EACH GABLE END. 2. ALL SHEETROCK SHALL BE POWER-SCREWED IN PLACE. ALL SHEETROCK 9. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING JOISTS SHALL BE TAPED AND SPACKLED WITH THREE COATS OF JOINT 1" x 6" or 1" x 8" 2 - 8D per support MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. COMPOUND, SANDED AND READY FOR PAINT. 1" x 10" or wider 3 - 8D per support 10. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR 3. PLYWOOD SUB-FLOORS SHALL BE POWER-SCREWED DOWN TO JOISTS OR NOTE: SLEEPERS. STRAP TIES TO BE PLACED FLOOR SHEATHING BLOCKING @ INTERVALS NOT EXCEEDING EIGHT FEET. 4. ALL TUBS AND SHOWER ENCLOSURES AND PLATFORMS SHALL BE COVERED AT 16" O.0 Structural Panels 11. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE WITH TUBS AND SHOWER ALL OTHER BATHROOM WALLS SHALL L COVERED WITH 2 Critical Load Path CLIPS * C ON CENTER. Typ. Strap Roof/Wall Tie Detail 1" or less 8D 6 edge/ 12" field WATER-RESISTANT (BLUE) SHEETROCK. N.T.S. DRAWING IS DIAGRAMMATIC ONLY & IS NOT REFLECTIVE OF ACTUAL MEMBER SIZES $ greater than 1" 10D 6" edge / 6" field 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 MANUFACTURED BY TRUS JOIST CORP. OR EQUAL. SIZES AS INDICATED ON "TOOTHED-IN" TO MATCH EXISTING FINISH FLOORS. OR TYPES. FOR THIS PARTICULAR PROJECT SEE FLOOR PLANS & SECTIONS. PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE CS 1 Diagonal Board Sheathing WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 6. UNLESS OTHERWISE NOTED, ALL CLOSETS SHALL HAVE A POLE HUNG AT 5-6" 13. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED WITH A SHELF OVER THE POLE. 1" x 6" or 1" x 8" 2 - 8D per support ALL NEW WORK SHALL RECEIVE ALUMINUM GUTTERS AND LEADERS. SHALL BE "SIMPSON STRONG-TIE CONNECTORS" OR EQUAL AND SHALL BE 7. 1" x 10" or wider 3 - 8D per support CAPABLE OF HANDLING LOADS 0 CONNECTION POINTS. INSTALLATIONS SHALL S. UNLESS OTHERWISE NOTED, ALL NEW BATHROOMS SHALL HAVE A TOWEL BAR, CS20 x 18' MIN. ICE & WATER SHIELD TO BE BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS. TWO SOAP DISHES, A TOOTHBRUSH HOLDER AND A TOILET PAPER HOLDER, 2" TOP LAP 24" FROM EDGE OF ROOF 1. Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is 14. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND MINIMUM. MET. DRIP 4" TOP LAP nailed 3" on-center ath the panel edge to obtain higher shear capacities, nailing requirements for structural FELT ALL OPENINGS. OVER FELT 9. UNLESS OTHERWISE NOTED, ALL NEW POWDER ROOMS SHALL HAVE A TOWEL EDGE 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 . BAR, SOAP DISH, TOOTHBRUSH HOLDER AND T01LET PAPER HOLDER, MINIMUM. ALONG RAKE ASPHALT FELT 2. ►g4h-wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1 - 16D nail per foot. ASPHALT ROOFING ELECTRICAL 1 WOOD DECK _1. ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. 1. ALL ELECTRICAL WORK SHALL BE DONE AS PER GOVERNING LOCAL CODE. " ° (VARIES) 11 Wind-Bourne Debris Protection John E. Stumpf, P.C. 2. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, 2. ELECTRICAL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED CS 1 OR COPPER ROOFING NAILS - MIN. 12 GAUGE SHANK WITH A MIN.3/8" DIA. HEAD. AS PER NEW YORK STATE CODE REQUIREMENTS. •ARCHITECTS'ENGINEERS' 3. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. 3. EXISTING ELECTRICAL SERVICE SHALL BE RELOCATED AS REQUIRED TO ,. METAL -LAND SURVEYORS' FACILITATE NEW CONSTRUCTION. LOCATION SHALL BE APPROVED BY THE DRIP GLAZING ARCHITECT AND OWNER. o NAILING 9" STARTER STRIP WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 4. ELECTRICAL SERVICE SHALL BE UPGRADED TO ACCOMOOATE THE NEW °° 220 Main Street 1. IDENTIFICATION. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH CONSTRUCTION AND REPLACED WERE DEFICIENT °° LSU28 HANGERS OR COURSE OF FOR WOOD STRUCTURAL PANELS a,b,c,d PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN 5. ANY ALUMINUM WIRING ENCOUNTERED DURING CONSTRUCTION SHALL BE 4 Ridge strap/ teco SHINGLES INVERTED AS PER TABLE R301.2.1.2 Hempstead, NY 11550 START FIRST COURSE FASTENER SPACING SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S REMOVED AND REPLACED WITH STANDARD BX OR ROMEX WIRING. LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFTEY GLAZING WITH FULL STRIP IVMAFT�FR -TIE 4 FOOT 6 FOOT Telephone Fax STANDARD WITH WHICH IT COMPLIES, WHICH IS VISABLE IN THE FINAL CS 1 FASTENER PANEL SPAN < PANEL SPAN < PANEL SPAN 516-877-0400 516-746-8622 INSTALLATION. THE LABEL SHALL BE ACID ETCHED, SAND BLASTED, PLUMBING PALLED UNDER PLYWOOD START THIRD COURSE START SECOND TYPE < 4 FOOT < 6 FOOT < 8 FOOT CERAMIC-FIRED, EMBOSSED MARK, OR SHALL BE OF A TYPE WHICH ONCE APPLIED WITH CEILING COLLAR TIES AT 32" O.C. WITH FULL STRIP COURSE WITH FULL CANNOT BE REMOVED WITHOUT BEING DESTROYED. 1. EXISTING HOSE BIBS SHALL BE RELOCATED AS REQUIRED. CS20 x 18" MIN. WITH (7) 10D COMIMON NAILS MINUS FIRST TAB STRIP MINUS 1/2 TAB 2 1/2" 6 ,� 631-734-2011 516-538-4090 EXCEPTION: TEMPERED SPANDREL GLASS MAY BE IDENTIFIED BY THEMANUFACTURER 2. UNLESS OTHERWISE NOTED, ALL PLUMBING SHALL BE AMERICAN STANDARD OR WOOD SCREWS 16 12 9 WITH REMOVABLE PAPER LABEL KOHLER. 3 Hurricane Clip Detail ALLL ROOF SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. Internet: www.blvdplan.com 3. PLUMBING PERMIT TO BE FILED SEPARATELY BY THE CONTRACTORS PLUMBER. FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS W/ MIN. 3/8" DIA. HEAD 2 1/2 #8 16" 16" 12" p CS 1 SIMPSON STRONG-TIE - (H-2) WO D 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. THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE As halt Roof Shingle Detail. b: Fasteners shall be installed at opposing ends of the wood structural panel. 9 p g c: Nails shall be 10d common or 12d box nails. AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. CS 1 d: Where screws are attached to masonry or mosonry/stucco, they shall be attached utilizing vibration-resistant anchors INFRINGF,MENTS WILL BE PROSECUTED. having a minimum ultamite withdrowl capacity of 490 pounds. SHINGLE CAP RIDGE VENT PROVIDE SOLID BRIDGING 20 GA. COIL STRAPPING @ 16" OC 1/2" SPACING ALLOWS DATE: 06-26-24 BY " SIMPSON STRONG TIE" SIMPSON STRONG-TIE - (H-2.5) HOLDOWN INSTALLATION Le �\RfUARCy�l ENDWALL � E•57�,yA�o� DR. BY: VMB S. HIP RAFTER � "yr EXHAUST AIR CORNER STUD CONNECTED SCALE: AS NOTED ASPHALT SHINGLES 1/2" PLY ROOF p: TO TRANSFER SHEAR FELT PAPER SHEATHING (TYP.) • • MTS12 �° HCP2 FTER . 12 . , a KD: J. Desi n Criteria ° ° IL o CS 1 AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD r't HOLDOWN . • 2-16d COMMON NAILS @6" FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY C, DWELLINGS (WFCM) 1995 HIGH WIND EDITION SIMPSON.. LTT 131 D.C. CLIMATIC AND GEOGRAPHIC DESIGN L.V.L RIDGE • ' • CRITERIA W/ LSU26 HANGERS or WIND SUBJECT TO DAMAGE FROM FLOOD 2-2% TOP PLATE / LSU28 HANGERS �\ow�P�` Ftio�gc ICE SHIELD HAZARDS GROUND SEISMIC WINTER UNDERLAY- SNOW DESIGN FROST LINE DESIGN MENT PROJECT NUMBER SIIEET NUMBER LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED OUTSIDE 1 Hip Rafter Connection � � 500 YR 5 Ridge Vent W/ Strap Detail 6 Simpson Strong-Tie 10 Typical Corner Stud Holdown Detail 45 PSF 130 MPH B SEVERE 3 FT MODERATEIHEAVY SUGHT/MODERATE 11 REQUIRED FLOODPLAIN CS l CS l SIMPSON STRONG-TIE- LSU26 HANGERS �s 1 At Cantilever SIMPSON STRONG-TIE- (H-2.5) CS 1 Sit= I Boulevard Planning, P.C. Construction Consultants 516-877-2001 RIDGE STRAPPING . NEW ADDITION TO THE RAKE OVERHANG WINDOW SILL PLATE HOLDDOWN ANCHORS RAFTER TO WALL RAFTER TO WALL GENERAL WIND PROTECTION CONNECTION NOTES DOWDEN K REQUIRED FOR CONNECTEO ONNECTION ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH THE RESIDENCE OUTLOOK CONNECTIONS TYPE I � II SHEAR FOLLOWING MANUALS. WALLS A) 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION. CONNECTIONS HEADER SPAN UPLIFT Ibs (6II PANEL EDGE B) SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION. C) ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND r : RAFTER UPLIFT 2' 254 NAILING) SPAN LBS OTHER STRUCTURES 3 8 5 WENDY DRIVE � I �:- 4' 504 ' LAUREL NY. 11948 12" O.C. 3G I WALL OLDOWN CAPACI � ! G' 7G2 HEIGHT LBS I G" O.C. 481 81 10 I G 81 3375 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND PROTECTION FOR PROPER INSTALLATION ALL OTHER CONSTRUCTION SHALL BE IN 10, 1270 91 3800 ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 12' 1 524 10, 4225 WALL TO WALL HOLDDOWNS WHERE REQUIRE WALL TO WALL REVISIONS: DATE: 14' 1778 CONNECTED ' ; ONNECTION I ) RIDGE TO RAFTER ASSEMBLY. Q CITY COMMENTS 06-26-2024 I G' 2032 - 1 - 114" x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. WHEN A COLLAR TIE 15 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. U PLI ET CONNECTIONS FOR RAFTER TO WALL, WALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING, JOISTS OR TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. TO WALL, AND WALL TO FOUNDATION USE 4-8d COMMON NAILS PER RAFTER AND/OR CEILING J015T 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 :e SPACING @ I G" O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION HOLDDOWNS WHERE REQUI :_i WHEN RAFTER OR TRUSS DO NOT FALL IN LINE WITH 5TUD5 BELOW, RAFTERS OR 12' 427 4 WALL TO FOUNDATIO ALL TO FOUNDATION TRUSSES SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. I G' 52G 5 CONNECTED 'I ONNECTION 20' G2G 5 -- — 3) WALL ASSEMBLY TO WALL ASSEMBLY. WALL 5TUD5 ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT 24' 72G G CONNECTORS. 28' 82G 7 GIRDER 5TRAPPIN WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE 5TUD5 32' 927 8 SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT 3G' 770 7 12" O.C. CONNECTIONS. TYPICA EWIND ® A A 4) WALL ASSEMBLY TO FOUNDATION. tl A A 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 INMASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN FOR I G' O . C . RAI+TERS ROOF HEADER UPLIFT LATERAL ACCORDANCE WITH TABLE 3.313 OF SBC 1 355 HIGH WIND EDITION WOOD FRAME SPAN 5PAN L55 LBS CONSTRUCTION MANUAL. WHEN THE 5TEEL STRAP 15 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 LB5 2' 4G9 254 HEADER STRAPPIN SPACING SHALL NOT EXCEED 72" O.C. FOR BUILDINGS WITH A CRAWL SPACE OR 121 G44 4' 939 504 BASEMENT. BUILDINGS WITH A SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A I G' 858 G 140E 7G2 SILL CONNECTOR MAXIMUM OF 32" O.C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH 3: 1 2 8' 187E IOIG SLAB-ON-GRADE 20' 1073 20' HOLDDOWN ANCH DDOWN ANCHORS OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVINIZED COATED. 24' 1287 10' 2347 1270 12' 508 12' 2817 1 524 5) HOLDDOWNS. HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEAR WALL REQUIREMENTS OF . I G' G78 14' 328G 177E TABLES 3.5A-B FOR WALL TYPE I OR TABLE 3. I G FOR WALL TYPE II SELECTED IN John E. Stumpf, P.C. 20' 647 I G' 375G 2032 ACCORDANCE WITH 3.4.4.2 FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME 4: 12 2' G20 254 CONSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FROM THE HOLDDOWN TO THE -ARCHITECTS-ENGINEERS- 24' 1017 4' 1239 504 FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN RESISTS THE OVERTURNING -LAND SURVEYORS• 28' 118G LOAD FROM THE STORY OR STORIES ABOVE THE HOLDDOWN SHALL BE 51ZED FOR THE 32' 1357 G' 1859 7G2220 Main Street TYPICALSHEAR" ASSFEMBLYREQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL. PLUS THE REQUIRED 12' 392 28, 8' 2479 I O I G HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. Hempstead, NY 11550 I G' 523 10' 309E 1270 SCALE: N.T.S. CONNECTIONS AROUND WALL OPENINGS. Telephone Fax 20' G53 12' 37 18 1524 G)HEADER AND/OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 516-877-0400 516-746-8622 5: 1 2 24' 783 14' 4338 1 775 MIN . NAIL SPACING fO R WALL SHEATHING 631-734-2011 516-538-4090 28' 915 1 G' 4958 2032 7) WINDOW SILL PLATES. Internet: vvww.blvdplan.com 32' 1045 2' 770 254 LO I 15 NAIL SPACING AT NAIL SPACING AT INTERMEDIATE WINDOW SILL PLATES AL50 SHALL HAVE STEEL CONNECTIONS. 4' 1 540 504 PANEL EDGES SUPPORTS IN THE PANEL FIELD 2x4 WALL SILL PLATE (FLAT), I -PLY FOR OPENING UP TO 4'- 1 " AND 2-PLY FOR 3G' 1 1 7G i THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE 4' EDGE ZONE G" O.C. 1 2" O.C. OPENING UP TO G-0n AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. 12' 351 G' 2310 7G2 2xG WALL SILL PLAT (FLAT), I -PLY FOR OPENINGS UP TO 5'- 1 1 " AND 2-PLY FOR INFRINGEMENTS NVILL BE PROSECUTED. 3 G' I G' 4G8 8' 3081 1 O I G INTERIOR ZONE G" O.C. 1 2" O.C. OPENING UP TO 8'-9" 20' 585 10' 3851 1270 8) CATHEDRAL CEILINGS. DATE: 06-26-24 G: 12 24' 702 12' 4G2 1 1524 WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL BE C 28' 819 14' 5391 1778 NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE DR. BY: VMB 32' 93G I G' G I G I 2032 ATTACHED TO EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. I SCALE: AS NOTED 3G 1053 MIN . NAIL SPACING FOR ROOF SHEATHING W/ I ?' 32G 9) A MINIMUM OR THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN Nd, a CHKD: J.S. 15' 435 ROOF RAFTERS @ 16" O . C . EXTERIOR r 20' 544 LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE WALL. USE TWO (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A PANEL EDGES SUPPORTS IN THE PANEL FIELD HEADER UNLESS OTHERWISE NOTED. 7: 1 2 24' G52 USE TWO (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO G'-0" 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. 12" O.C. 3G' (�.C. [}" O.C. PROJECT NUMBER SHEET NUMBER 979 GABLE END WALL 4 RAKE * RAKE TRUSS HEADER SCHEDULE Boulevard Planning, P.C. WINPOW �0HEPULF- ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, Construction Consultants P05T, 5TUD5,ETG. TO BE DOUGLA5 FIR-LARGH2 _ 516-877-2001 SYMBOL ROUGH OPENING TYPE QTY. REMARKS OR BETTER, MOPULU5 OF ELA5TIUTY"E" I,&oo,00o �/R n i " e e WITH A MIN.Fb= 1400 ps: (Zx4), Flb= IZOO psi % 0 — OI 2-(o x ci-0 PH 2 ANDER5EN T'W24410 (2xlo),Fb= Uoo psi (2x8).Fb= loon psi (2xl0), a 6 - FII,= boo psl(2x12) v EXISTING CHIMNEY OZ (2) 3'-0" x Ci'-0" PH I "ANPERSEN" T WZ10410-2 � NOMINAL LUMBER 51ZE: SPAN5: / O RAISE CHIMNEY O 2'-0" x rJ'-0" PH I "ANDERSEN" TW18410 , " I �S 2'_0" HIGHER THAN _ NEW (Z)2X�o UP Too-o - -- - ;-- - - - - -- - - - - - i ANY ROOF �,11 CONTRACTOR TO VERIFY WINDOWS W/ OWNER & MANUFACTURER PRIOR TO PURGHA5E frAl ALL WINDOWS ARE TO HAVE A U VALUE OF 0.3Z OR BETTER C2) 2X8 4'-0"TO�'-o" \� N vk EXISTING STRUCTURE WITHIN—RDO - �� ALL WINDOW SIZES TO HAVE A 5HGC VALUE OF o.32 OR BETTER , „ , " �` �O 0 CHIMNEY A to-0 RADIUS F SHINGLES 70 ADDITION �� ALL WINDOW 51ZE5 DENOTE NOMINAL DIMEN51ON5 (2} 2XIo G-0 To 8-o i MATCH EXISTING p RAKE TO MATCH EGRESS WINDOW REQUIREMENTS: (Z) 2XI2 0-0 TO TO 10'-0" / NTO THE / EXISTING NEW CRICKET EXISTING 5H - 51NGLE HUNG WINDOW MINIMUM OPENING - 5.7 5Q. FT. # NOTE: MINIMUM JACK 5TUD 5HALL BE ONE(1) Zx STUD AT 0 CRICKET - op e EACH END OF HEADER UNLE55 NOTED OTHERWI5E. 1000, DOWDEN PW - PICTURE WINDOW MINIMUM OPENING HEIGHT - Z4 � -.-.-- w � FX - FIXED WINDOW MINIMUM OPENING WIDTH - 20" HEADERS (o FEET AND OVER SHALL RECEIVE A MINIMUM OF (Z) Zx NAILED BUILT UP JACK 5TUD5 UNLE55 NOTED UZI_: o TR_ TRANSOM WINDOW MAXIMUM 51LL HEIGHT - 44" - o" OTHERWISE. EXI571NG RIDGE I N D�U} RESIDENCE GL GLIDING WINDOW GLIDING WINDOW MINIMUM WIDTH 4 NOTE: ALL SIZES GALLED OUT ON ANY OF THE BOARD FOLLOWING DRAWIN95 WILL 5UPERCEDE THIS 5CHEDULE. 05p NOTE:USE 0)Zx HEADERS AT ALL Zx(o EXTERIOR WAU-5 CM ^ \ ---- v -�� CRICKET FOR 6� POOR SGHEdULE -- _ —______ --- _— a i POSITIVE ROOF 3 85 WENDY DRIVE �` �� . � DRAINAGE SYMBOL ROUGH OPENING TYPE QTY. REMARKS LEGEND I ��` �� N. I AO 2'-0" x (o'-S" 5W 3 - \ ` I 6 I I 2 xl2 RIDGE BOARD LAUREL NY. 11948 DENOTES LOAD �\ `�� ` � I , U I e e BEARING WALL - -- - - - - --- - - ® x &'-en SW 1 ® DENOTES P05T GO (0'-0" x (o'-Pj" 5W ( FRENG WOOD HINGED PATIO DOOR \ t { I ANDERSEN FWH(oo(ge DENOTE5 P05TED `�� j } u'- I EXISTING PORTION �� CONTRACTOR TO VERIFY DOORS W/ OWNER & MANUFACTURER PRIOR TO PURCHASE © LOAD FROM ABOVE �� ! \% OF ROOF TO BE v`rS �� ALL DOOR 51ZE5 DENOTE NOMINAL DIMENSIONS N I REMOVED N ��7c� REVISIONS: DATE: 5W - SWING DOOR 5L- 5LIDING/BI-PA55 GLA55 DOOR DENOTES N p5W - DOUBLE SWING DOOR FR5c - FIRE RATED SELF CLOSING SWING DOOR ML MICRO-LAM OR _-.. # i ou' Ac" CCIENiS 06-26-2024 PD POCKET DOOR OHD - OVERHEAD GARAGE DOOR LAMINATED VENEER �v^� YY�4PY x BF - BI-FOLD DOOR BP - BARN DOOR LUMBER(LVL) II] .�: / �• � 2 CITY COl�"dQ�iTS 07-01-2024 I � — I ; HDR. HEADER \ - - /f ELECTRICAL LE&E N h - EXIST. EXISTING HEADER V.I.F. j i �� / i o ILI SWITCH CEILING FAN Sr LIGHT P.T. PRE55URE TREATED o� N DUPLEX OUTLET 9 GROUND FAULT OUTLET ® Tv JACK Dig> �WR WATER RESISTANT OUTLET OSD SMOKE & CAR5ON MONOXIDE RECESSED LIGHT CM DETECTOR. - - - - - - -- -- - HARDWIRED/INTER-CONNECTED -�- WALL MOUNTED EXTERIOR LIGHT I(o o.C. I. ` WALL MOUNTED LIGHT 0 EXHAUST FAN, VENT TO __.._,___._. I ROOF OVERHANGE: EXTERIORS-0„- TO MATCH EXI5TINIG ----------- ------f� ±2 711 4 SEGONnrLOOR PLAN A I(o'-o" ±7'-0" i(o'-o" t7'-o" 1 do Rol o�EV A3.° 71 8,_0„ 8,_0„ RAILING PER CODE J. PECK IABOVE D a ROOF PLAN ROOF MAN - - - -- - -- - --- - -- -- ^- AZ.O ROOF LINE ABOVE. EXISTING ROOF CZ�I r- N�/ SEE 4/A4.0 I I LINE ABOVE TO {� t�V —T — o I F —o REMAIN, TYP. (o" GOMP051T DECKING d I z I U %] I\ rC3) 2"XIo HEADER W Qy .1-00' 5T 0 - --- - - - - -- - -- - - ( C16 _37 D) o lu u Q F- IU -3 JUL II] �9 (o-4 10' (o = I- -Z O -� tA CONVERTED iv CdU of \ N F- FROM BEDRM. Z V , T` I o IC � W I O 0. EXISTING CLOSET IN IT r✓ a' o = U W O E IRETY. PATCH FLOOR WALL & o U w k o X F. X ° N W x (►1 I 111 R-� r__ ►u __ C ILING AREAS TO MATCH EXISTING OA I "� � J N � 0 IL X p X ====L= 3� -- IL: H II � I 'DEMO. EXIST. " oo I W opt I I I \ I I Q (2) Z X(o Q J le FRAME - o p -? x I O 'V lu UP WIOx GIRDER UPSE I John E. Stumpf, P.C. _ ` u av ( 3J C I'I B BEDROOM N — — — -- — �- i UNEXGAVATED x N N I F_ u� EXIST. GIRDER -ARCHITECTS-ENGINEERS- CA5 D OPENING N NEW - - - ffAMILY ROOM 0 I Q -- r I - EXISTING Zx 5LEEPERS -LAND SURVEYORS- DN. N o I I I OVER EXI571NG GONG. N o I — — — U III Q I ? SLAB FLOOR 220 Main Street 1-10' _� — — — Pos7 aBovE, TYPICAL -N� I �' z I x IIu I I Hempstead, NY 11550 _ 0) 1-3/4"x14" LVL HEADER (UP5E1) I r? ? \ > I O IU ° N `(SV(S — — — _ _� I ° w I I Telephone Fax �' I - - - N`�� I I o w ° I I 516-877-0400 516-746-8622 =' `" -; eW k l o o ° I I 631-734-2011 516-538-4090 Z v I n- 3-i/2 PIA. 5TEEL PIPE 01 Internet: www.blvdplan.com. 1= ►U ' ' I v COLUMN TO BEAR ON 7'-I o S-4 �-4 �o I � X H N EXISTING FOUNDATION. p ul % _ TYPICAL OF 5 - W10x3°J GIRDER (UPSET - _ `' I 3-I/2" PIA 5TEEL PIPE THESE PLANS AND SPECIFCA lO x I COLUMN ABOVE TO TIONS ARE INSTRUMENTS OF SERVICE 0 >L X I �' I BEAR ON EXISTING AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. j O O Q N UP I FOUNDATION, TYPICAL INFRINGEMENTS WILL BE PROSECUTED. OF 5. 5EE FIR5T FLOOR � ( I PLAN FOR LOCATIONS u o q C2)2"X(o" -3 Z = rATH - _ o�2 I 0 Q A F A V I I I DATE: 06-26-24 0 N ¢ N �O � I I �\REl7ARCM,o r DR. BY: VMB 3-0 �� \ " z r x0 -� I — � - — V u3I- o o N w I I I * SCALE: AS NOTED EXISTING GONG. CJ."I'O I w o N I FOUNDATION WALL& I I N a` CHKD: J.S. " �, " " N Q ¢ I FOOTING, TYPICAL �' / �.n .• x04 5 C3) 2 X(o sCo 2 XI0 HEAD Nk SIN �1_Se O 5'_l0" O II'-o" — — — — A Y'O A A PROJECT NUMBER SHEET NUMBER F'ROPO SED �`3° PARTIAL Nq_ PARTIAL 3 SECOND F=LOOR PLAN rz E*52'* TINC7 MR!5T LOO K PLAN I EXIS`TIN� OUNdA`TION PLAN " SCALE: I/4" = I-o AZ.O Boulevard Planning, P.C. IN5ULATION LE&ENP Construction Consultants DESCRIPTION R-VALUE THICKNE55 516-877-2001 WALLS R-ZO + R-7 CONT. 5-I/Z" + I" CEILINGS R-60 &-zoo FLOORS NEW ZOZI INTERNATIONAL ENERGY CONSERVATION GODS ADDITION CLIMATE ZONE 4A TO THE DOWDEN Z"x12" RIDGE BOARD EXISTING CHIMNEY �S IDENCE TYF'. ROOF CON5T: RAISE CHIMNEY Z'-O" HIGHER IZ IZ THAN ANY ROOF STRUCTURE ROOF SHINGLES TO MATCH EXISTING pG� Mq4 g WITHIN A 10'-0" RADIUS 3/4" EXTERIOR SHEATHING MP .� E Cy CRICKET RAFTERS. REF. ROOF PLAN, ROOF FRAMING PLAN R-(o0 CLOSED SPRAY FOAM INSUL STEPPED FLASHING 385 WENDY DRIVE CONCEALED AF-TAL Z" x (o" COLLAR TIES aC 32" D.G. FLASHING 2x PAD C3) 1-3/4"xl4° LVL LAUREL, NY. 11948 HURRICANE TIES Ca EACH RAFTER Z" x !o" C. J. oC I(o" O.C. ALUMINUM GUTTER W/LEADER — — — — — — — — — — TOP_PLATE � I/Z" GYPSUM BOARD FINISH @ REVISIONS: DATE: ALL CEILING BmWPLLS MATCH NEW SCHEDULED NEW SCHEDULED WINDOW ,M#�.T Ail 1 XIST. DOOR TYF. WAL- 00N 5T: - 1 ZR !o" COMPOSITE DEGK'G Fz-- 51DING TO MATCH EXISTING ' �-=EXISTING ROOF STRUCTURE RAILING AS PER 1/Z EXTERIOR 51-IEATHING TO BE REMOVED CODE 45� ku R-7 CONT. RIGID INSULATION '� >_-'----------------------------------1--=\ HOU5E WRAP CL TYF. FLOOR GONST,. �. Z"xG" STUDS @ ID" O.C. I Q FINISH FLOORS T.B.S. R-ZO GATT 1 5ULATIDN 2"x�j" F.J. Ca 1(0" O.C. ATTIC INSULATION SECOND FLOOR I" RIGID INSULATION ROUGH EXISTING CEILING JOISTSP EXISTING CEILING JOIST TOP PLAT 5 ° ° E �I�4" V.T.R. — CUT AROUND VENTILATION 5OLID BLOCIQNG I VENTILATION CHUTE WIOx3V STEEL GIRDER M. BATH CHUTE - AIR SEAL PERIMETER 11'-0 I/Z" I 10'-0" I I II'-0 I/Z" CANTILEVERED w/ EXPANDING FOAM SEALANT r - - - - - - - I I II (Z) Z"x10" TREATED WOOD J015T5C O.C. rAMILY ROOM a NOTE, I 3-I/Z" PIA. 5TL PIPE I I o ' CONTINUOUS BEAD OF SEALANT VERIFY EXISTING FRAMING 'I COL. BEYOND/BEHIND I'I dj cn CONDITIONS B PRIOR TO I TO EAR ON EXISTING I I I LAV I LAV 1 CONSTRUCTION. NOTIFY ARCHITE Ix CT I FOUNDATION. TYPICAL III WC IGID IN OF ANY D E 15CRPANCIE5 OF 5 I,I R-5 CONT. RSULATION I I I CONTINUOUS BEAD EXTERIOR INSULATED WALL FIRST FLOOR OF ADHESIVE — ZND. FL. SHOWER I S B GRADE CONTINUOUS OF SEALANT EXISTING FLOOR 3" 3" Z" I CONSTRUCTION EXISTING GONG. C.O. 3" FOUNDATION WALL & FOOTING, TYPICAL C.O. EX STING DRAIN LINE TO 5.5. SYSTEM CONTINUOUS BEAD OF SEALANT rLUM15IN& R15ER PIA&RAM PAIR SEAL PE PAIL A ffOLPIN& SECTION A3.0 SCALE: NOT TO 5CALE A�j.O SCALE: 3/4" = 1'-0° A3.0 " (NOTES SHALL BE CONSIDERED TYPICAL FOR ITEMS IDENTIFIED AND SHALL APPLY SCALE: I/4 = I-0 AT ALL SAME AND 51MILAR CONDITIONS. ALL LOCATIONS MAY NOT RE NOTED) EXISTING CHIMNEY RAISE CHIMNEY 7.'-0" HIGHER ROOF 5HINGLE5 TO MATCH THAN ANY RODE STRUCTURE EXISTING IZ 12 WITHIN A 10'-0" RADIUS S �G� Mq4 � 7. i _ STEPPED FLASHING John E. Stumpf, P.C. i ROOF 5HIN91E5 TO MATCH EXISTING •ARCHITECTS•ENGINEERS .LAND SURVEYORS - - - - - - - - - - 220 Main Street OP PLATE TOP PLATE — — — — — — — — — — — — _ TOP PLATE Hempstead, NY 11550 i LINE OF ROOF TO BE Telephone Fax r-- - --- ---------- LINE OF ROOF TO BE L-------------------- ----------------- REt`10VED SIDING TD MATCH 1� -------------------------- EXISTING 516-877-0400 516-746-8622 REMOVED F- 5HUTTER5 TO r= RAILING AS PER 631-734-2011 516-538-4090 SIDING TO MATCH o 0 MA?CH EXISTING N r-, ' LINE OF ROOF TO BE GODS `o�� w EXISTING X ' " ' ' Internet: www.blvdplan.com � — SIDING TO MATCH �� ` REMOVED fflflfll EXISTING H RAILING AS PER d CONCEALED METAL Q o Q I CODE FLASHING �'� �` ' Z THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE SECOND FLOOR — — — — — —— — — — — —— — — — —— — — — — — — — — — 1 SECOND FLOOR — — — — — — — — — — — SECOND FLOOR NFRINGEMENTS WILL BE PROSECUTED. PLANNING P.C. AND ARE THE PROPERTY OF BOULEVARD I ---------------------------------------------- TOP PLATE TOP PLATE LINE OF ROOF TO BE DATE: 02-10-24 REMOVED — h\ �,sruyA�c, DR. BY: VMB X X 111101101111 � � „ � � � XSCALE: AS NOTED W ,,, No ti .a CHKD: J.S. — — — — — — —FIRST FLOOR — — — — — — — — — — — — FIRST FLOOR — — — — — — — — — — r FIRST FLOOR PRoPoS�d PROPOS�d PROPOS�d 3 REAR ELEVATION rRONT ELEVATION (-F" RICH ✓ IY E! L � EVATION PROJECT NUMBER SHEET NUMBER A3.0 (NOTES SHALL 15E CONSIDERED TYPICAL FOR ITEMS IDENTIFIED AND SHALL APPLY 5CALE: 1/4" = 1'-0" A30 (NOTES SHALL BE CONSIDERED TYPICAL POR ITEMS IDENTIFIED AND SHALL APPLY SCALE: I/4" = I'-0° A3.0 (NOTES SHALL BE CONSIDERED TYPICAL FOR ITEM5 IDENTIFIED AND SHALL APPLY 5CAL5 1/4" = 1'-0" Mw AT ALL SAME AND 51MILAR CONDITIONS. ALL LOCATIONS MAY NOT 15E NOTED) AT ALL SAME AND 51MILAR CONDITIONS. ALL LOCATIONS MAY NOT BE NOTED) AT ALL SAME AND SIMILAR CONDITIONS. ALL LOCATIONS MAY NOT 15E NOTED) •