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46083-Z
o�SUFFOtk o Town of Southold 9/24/2023 y� P.O.Box 1179 H x 53095 Main Rd �yfj0 ao� }�y� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44592 Date: 9/24/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 845 Maple Ln, Southold SCTM#: 473889 Sec/Block/Lot: 64.-1-29.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/23/2021 pursuant to which Building Permit No. 46083 dated 4/14/2021 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: additions and alterations, including covered porch,to existing single-family dwelling as applied for. The certificate is issued to 845Blisshouse LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46083 9/20/2023 PLUMBERS CERTIFICATION DATED 9/12/2023 Eile n ingate a::. : th rize Si ature ��o�g�fP�(KcoGy TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Vi • 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#: 46083 Date: 4/14/2021 Permission is hereby granted to: Stanton, Philip 75 Wall St Unit 35-0 New York, NY 10005 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 845 Maple Ln, Southold SCTM #473889 Sec/Block/Lot# 64.-1-29.1 Pursuant to application dated 3/23/2021 and approved by the Building Inspector. To expire on 10/14/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $628.40 CO-ADDITION TO DWELLING $50.00 Total: $678.40 B ' dingnspector • Forin No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be tilled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2, Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied;the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. August 30, 2007 New Construction: Old or Pre-existing Building: % (check one) Location of Property: 845 Maple Lane, Southold,'NY House No. Street Hamlet Owner or Owners of Properiy�li4ah rh .1. Todd Suffolk County Tax Map No 1000, Section 06400 Block 01000 I,ot 02900 Subdivision Filed Map. Lot: Permit No.^ _Date of Permit. Applicant: Elisabeth J. Todd Trust Health Dept. Approval: Underwriters Approval: _ Planning Board Approval: Request for: Temporary Certificate— Final Certificate: g (check one) Fee Submitted: $ 100.00 +7 3 13 r 6APplicant Signature .co 396a 9 hO��pF SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(c-town.southold.ny.us Southold,NY 11971-0959 �yC4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 84513Iisshouse LLC Address: 845 Maple Ln city:Southold st: NY zip: 11971 Building Permit#: 46083 Section: 64 Block: 1 Lot: 29.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Custom Lighting of Suffolk License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 61 Ceiling Fixtures 25 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures $ Smoke Detectors 10 Main Panel 400A A/C Condenser 3 Single Recpt Recessed Fixtures 22 CO2 Detectors 3 Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights $' Dryer Recpt 30A Emergency StrobeHeat Detectors Disconnect Switches 56 4'LED Exit Fixtures Sump Pump Other Equipment: Floor Heat-5, Gas FP, Central Vac, Towel Warmer-2, Mini Fridge, Fridge, Oven, DW, Micro, Hood, 400A Panel 40 Circuit Notes: Whole House Renovation Inspector Signature: Date: September 20, 2023 S.Devlin-Cert Electrical Compliance Form pF SOblyo: ~ Town Hall Annex Telephone(631)765-1802 �. _ `�. 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT �C V TOWN OF 8®UTHOLD r\ I` SEP 1 2 2023 'BUU,DING DEPT, CERTIEICAT112N Date: Building Permit No. Lp o1 Owner-. (Please print) Plumber:. — ---------- - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 4(P, bens Signature) Sworn to before me this day of, Notary Public, CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2 Q),Y fOE SOUTyo # } TOWN OF SOUTHOL`D BUILDING DEPT. °yco 765-1802 INSP �ECTION [ ] UNDATION 1 ST [ ] ROUGH PLBG.- [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ [7 FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1056 IKSt� DATE �� INSPECTOR OF SOUIyQ� rL� 0 o&3 3 E" l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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 REMARKS: A) DATE INSPECTOR 0 SOUT�O # �# TOWN: OF.SOUTHOLD BUILDING DEPT. 765-1802 " .- .INS-PEC-:-7 . - .1 NSPEC ION [ ] FOUNDATION IST [ ] GH PLBG. [ ] F NDATION 2ND [ IN SULATIOWCAULKING FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,- WOO 6 DATE Ctl W ?A �1 INSPECTORfi *OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 d�3 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL ArLA--s [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Aori. ff OM did C/ ca�b- A'CA)EL r n0? PlAfzc�' �01 &�V Cfnl��IW(Jeo" �[ I24Zz :. DATE ly 0 y//�� �, fes_ _ OF SOUTyD� V C/� c�-( � [/�/�L OLI/w e # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 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: r ;PJ7 &im, DATE v f INSPECTOR Jeffrey ;Sande Architect Sept 1, 2021 M Englebardt Residence I 845 Maple:"Lane SEP 1 2023 Southold, NY 11971 '. ON '� ,is RE- Foundation and framing inspection certifications Attention Town of Southold. Building Department: I have done a visual inspection of the installed concrete footings,:foundation walls as well as framing relating to the.proposedaddition'filed with the town. [certify that,in my professional opinion, that all work conforms to current building codes and is acceptable: Sincerely, BRED q:,4 M. C' 1 0 02,>89� ;DC7 NE . Jeffrey Sands Architect 6 Evergreen Lane, East Quogue, New.York 11942 phone-_63:1-375-6997;fax, 631-576-8916 email.—Jeffrey sands(0)htlitt?�ii.u(3?ti • � • IWO COMNMNTS, FOUNDATION(1ST) FOUZiDATION(M.) • • _ � � _ L..aJ �t �ifY.•t� . � L�7.•llr1� EN, v INSULATION.PER N.Y. STATE'ENtRGY • 5 ® • - kj ff U7.� y IM / I �A� Ap-DITIONA.L. • i 12MIffm Wff Qr�'.f IERTY,. F Existing use of property Intended use of property: k�I uv�& vjv Zone or use district in which premises is situAied: Are there any covenants and restrictions with respect to this property? E]Yes ElNo IF YES, PROVIDE A COPY. W 4dfng:,'�.,,T.he0iWrk6�/,6 r� 'o i Id d';b-' M HEREBY MADE16the,ftildihi 9,opai*01�ntfo,rlh6l ngl Tdw eqe!q�p rsUdfit.tq,,.tbe Bul ding ppe -4, -of s66661d;IW61 cdp-,t Y rk- nd o poqtp,!P,the-Tpwn 11 V 6 1 'f�iii� Ne hn, -n��i 0 'ih ke. q'qpo Icant agriiesiii)6rnply wi :�611'apwidaklq,1�0�iJ r�. Fa sesthter- -ti, -h rn#�aUt 6r1zqdj"�pqqprspp-prp se! "nen US P&F9�11#P, ,��W d ulatioiisandldii� I 1kii ;Law 'ab e�M, 41i�i ' hi� B`IclasiArnis ern6arfor 0,ursuent-toSed on 21 -0,0*.04,yqoi� -5r, Application Submitted By(print name): Q-6-6� iV��6k- 4j;uthorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.OIBU6185050 COUNTYOF Qualified in Suffolk County Commission Expires April 14,2_0Qy being duly sworn,deposes and says that(s)he is the applicant V (Name of individual signing1contract)above named, (S)he is the -ky� r)A\ff— ., (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �1�ddayof 20_c�j Notary Publi PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) —�Mresiding at do hereby authorize to apply on my behalf to e wn of Sout jucling Department for approval as described herein. t n r's t te?s Signature Date Print Owner's Name 2 `•,�`�` , ; BUILDING DEPARTMENT- Electrical In§pector a 21 TOWN OF SOUTHOLD, =� Town Hall Annex - 54375 Main Road= PO B11179 2021 I. FT, Southold, New York 11971-0959 @' .; Telephone (631) 765-1802 - FAX (631) 765;_950217��rBT r rogerr southoldtownny.gov - seand(cDsoutholdtownny.gov,; APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: (� Company Name: ;v License No.:_,g email: _ bvv„ Phone Nou ❑f request an email copy of berWicate of Compliance Address-_T�o l ( S�— JOB SITE INFORMATION (All Information Required) Name: Address: c Cross Street: Phone No.: Bldg.Permit#:LloO email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) V__NedrrkCGL Irl amu, Check All That Apply: Is job ready for inspection?: KYES ❑NO �QRough In ❑Final Do you need a Temp Certificate?: ❑YES ONO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals ❑1 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: J `. PAYMENT DUE WITH APPLICATION JUN 16 2021 -- �--•.,�.�;r�.=moo �� �� Electrical Inspection-Form 2020.xlsx Fol 7?` BUILDING DEPARTMENT- Electrical Inspector G TOWN OF SOUTHOLD 4'fCM Town Hall Annex - 54375 Main Road - PO Box 1179 y � '< Southold, New York 11971-0959 -A p j;r Telephone (631) 765-1802 - FAX (631) 765-95.02 rogerr(cDsoutholdtownny gov — seand(g southoldtownwgov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit #: L-1 6 D%—,� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size F1 Ph❑3 Ph Size: A # Meters Old Meter# [—]New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground ❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches 1 Outlets � G GFI's ��, LA / 1 Surface WW Sconces 9 H H's 11 'LZ UC Lts f Fans Fridge HW Exhaust Oven W/D Smokes ( l G DW Mini - I Carbon ? Micro I Generator d Combo Cooktop Transfer AC� AH Hood j Service Amps Have Used Special: 4- k( W L� 0) Comments 'W Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Curated Construction,LLC 112 Hampton St From:Town of Southold Sag Harbor,NY 11963-4245 PHONE:631-903-1599 FEIN:XXXXX5309 The location of where work will be performed is 845 Maple Lane,Southold,NY 11971. 'Estimated dates necessary to complete work associated with the building permit are from March 1,2021 to February 28,2022. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers,leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE.for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Seth Kelley,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge, information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGNSignatureo'z z �yDate: 2/19/2021 HERE .... ,r-...-.,.., r.w-. .:.a.-, �.., ,.,per-,,y.,7-...,•. -;w :�?-`,: - - _ - �ll m. ,t %i !b P Y ?. P- ":ansa:t19 `_°:Boa' l. : ..,=,.x,..:r..:.-,�;:�.�.�.'�'�-y._,.�.����sysn�.z.���.���= .�:.e�= .c��,.�-'� �-:�°:.�,�;�,R�- .�.s>-�'�z�.s � ..::�;�.r.�a: �'�'�s -�•.ice;'}...a'�>� ':..�' �!��;a�: :< CE-200 01/2018 A� CERTIFICATE OF LIABILITY INSURANCE DA ti,92�2�) 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(les)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 CONTCNAMEA T Kathleen Daniels Dayton Ritz&Osborne PHONE (631)324-0420 FAX 78 Main Street A/C,No. Ext): AIC, IC No): (631)324-3526 F-MAIL s: KDaniels@droinsurance.com ADDRE P.O.BOX 5099 INSURER(S)AFFORDING COVERAGE NAIC# East Hampton NY 11937 INSURER A: Southwest Marine&General Ins Co 12294 INSURED INSURER B: Curated Construction LLC INSURER c: PO Box 100 -INSURERD., INSURER E: Sag Harbor NY 11963 INSURER F COVERAGES CERTIFICATE NUMBER: CL2121916610 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ALJ1JL1bUk5K POLICY EF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS ' COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FRI OCCUR PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 10,000 A Y GL2021RLH00049 01/28/2021 01/28/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2.000,000 PPOLICY JEC LOC PRODUCTS-COMP/OPAGG $ Included OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Par. $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ (Mandatory In NH) It yes,describe under E.L.DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Certificate Holder is included as Additional Insured with regard to General Liability coverage as required by written contract and is subject to all policy terms& conditions CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 PO BOX 1179 AUTHORIZED REPRESENTATIVE Southold NY 119714M ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD SURVEY OF PROPERTY 11 D -t7f_-28� 0 3,• ti � g N N/0/F - a N72'59 n / •+ ac lz l a m a WAY oe N 20� RIGHT 0.c —__�`----- g `�•$- ____� --T- __-- Ste. 8 ox.,r.oa-...m••ti._——— /t;- 70'��\to NI0/F pNN k LUCY TERP N83-27 2 'E +1\.. 45.57 i L q,DG p r �y a NB495'40�`' .+ t 11B/ga'd .1 �A r• L; 91 �'t1 , � t1 J 11 0 tll+ x D 1 5j4.49 z m rV I 4 n o m / I o 0 1r- .1: .J `� y Y y Y .Y• ':�,rtv ':: -c.� .� is L.:,7�t. ..i k:�c•?V»3 "� - �:`/'iM1,�£,�pS's-.,- ,Y•ral•t'�1.:;'i}'-•;��_�„Y= ° :,a t�Y r���^"ora�,c''':i;fC'��'�;''xif••: � -5'., ='e 'a�4i'' "tio-' ; .._c..s�.>t„ ,:I .,:. ,5�,. .,a-.. r':;t"�...r. :gr;`:�. .4 {�' •.Y„'c�_ Wit,,{. r4.. .' i�� ;',h:•s-,v h=�".,';4, ,.8d•_n 'SZ;.,- t” .,,•"'�" ��{.fin7:,,3?i"• - 4" 5 ! - .d' w..S, .. - - � - :'"71821 .-t �,3_r a.AH;'•.:�.:1�:.,: -%�� sf: n,ID,w�,y ':i •,F:• _G. v4 .a-.5�' -.Ki--�• •r I.rs: e..:i �"d5x.: � .r ..m.{r .'•.S'�''• •,a S ".c :Y•..�; Alk '.ir.:� ��' :::%: +�:,'-�•. f�",n ..t�'�>"�''`,�' 9�� `'F;.v_..�;;,� ��''_;svt;`a `v:4rt'e., - ;t-•f '9,t•.'2'.. ..a`•`-h�.�a�n`�*.5'.'?,rr.+; ;": � :.nC.,.. }: •rr.: q'..�ti, - _ -• 001, ..,.3.:,- -?r rrst0•- - -",F� :f�,.''- -+✓"~h.r> +t,..'t°:•ng' -m r+., - Nt' ftp. 9::f• 7 fir. -.R. ..4,...... 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"^'.' ��Yw::,��4:�:,3r''ie: •.y� �#?`ifi'�t�=��� .'..r:.S �F.=.n*..:ir!. -,r..<-,,, 1.�:.": -�k.,',"'"..S =f,�' ��• 3�•• ��•rA''..,j'`!' �c-• - C �,Y I,� :.€pBp4rkw.J.y+t-a.,'e:v,',. ;.�;�± .r�;;ti:�'g. :f'~�v'' Y.tt1D ft)Q� r�EdlLtFh - r AREA=�5.3257 ACRES - -swv tw Cannes eEw sr�c asam',�c:rx n+c sw+ein+ "":23d'"ir1AGF1�:�.__. i'f'K��l�'' .._ SURVEY OF PROPERTY oAp LOTS 1•2.&3-SUBDIVISION MAP OF PHILIP&JENNIFER STANTON MA,N R, 25 FILED:SEP.20,2017-MAP NO.12093 SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. TAX MAP NO.:1000-064.00-0 1.001LOTS 029.001&029.002&029.003 OVERALL LOT AREA TO M.H.W.:228.945.73 S.F.(5.256 ACRES) LAND N/F_JOSEPH & SHARON SNAILER DATE SURVEYED:APRIL 12.2021 FEN.N84°00'07"E 200.001, 1.2N DEERY�NCE / -ELEVATIONS REFER TO NAVD88. \ O]N °2w -SUBJECT TO COVENANTS&RESTRICTIONS AS PER LIBER 12893 PAGE 133. 77 1 -TREE LOCATIONS AS PER SASKAS SURVEYING COMPANY. W Z cr0 m 0.>W\ �oO, 0 40 80 g 00 �\'k U) SCALE: I INCH- 40 FFFI Fae1 F IRRE.VOCA846 TRU'� OF SHEILA 0 THOMT IWO c) 97 ��fL!TEST HOLE rNpTTo sCNrl J LAND N/ 1�4XoeN T MLDONALD GEOSCIENCE HEDDE ROW l r`\ ♦`,� DATE'MARCH 12.2009 `�♦ \ GRADE 1`172°59'H�a °" MIXED SAND AND HEpcE LOAM , OA SP PALEBROWNFINETO r>4° /'3j / 1 •y0 l MEDIUM SANG O / ``-�•�` T 1 O/ �`N `T RI lo' LEGEND 'g WATER IN °YAnDo-N :Aq 04 \\ 9♦\ -_- y Q SP PALEBROWNFINETO W V�1 i ``IB `♦CLEARING UNEP 15' MEDIUM SAND ® DRAINAGE INLETCOVER I ' \\ q \ O MANM.I.ECOVER I 17' ;0•IITILRYPULE r WATER ENCOUNTERED 10'BELOW SURFACE GUY WIRE '�2;, 111 // \\ 1 LOT'S\ 'U Q WATER MLTFR SEPTIC SYSTEM LOCATIONS N WATER VALVE p5 ni HT9nAM �\ 1\ NT3•rl330 E 1\Y1 `♦` `\ \\\ '�1' n 9 Lf'Z Jn� IIP' MONUMENTFUUND t\ \ $ �'1 P I>B5 199' OAS VALVE 'rj 1 , 1 \\\ TY' \ 1 \`♦\ r( LCA I5! 120>' Ir 11 I 11 \♦ \\\ 0 \ J ♦ iG N PASSIVE DRAINAGE \\ I \\\ \ T\ V EASEMENT b'p 01\ \ DRNATURAL)AIN NATURAL) `♦gl \\ \\ J \ o<w O 0' 13 `. t �F LAND N/F EDWARD SIDOR \ \\ \\ / 'R=36. cr) 22 . O\ BS/ rSa rs°q ''WIDE RIGHT bPWAK 77 EDGEPAVEMCNT '•7 :ASPHALT PAVEMENT Nei-45-3 •.. `•Fp `. SO4°59'00"E "E a F _ __ ___ B" 20.00 49. 7 • 'Z ., ♦ .T \1 -` EnT N84°32'30"E 160.10 Q 1% `♦ Dr'TE J u .wI EFENC r 1 .. .- • S52°40' .•.5, •.` A'WIRE FENCE O.6'S / AP M R O %4 GIPS„ •••.,. u / 58 D E MWItS \ �G - : ^wPs - W ` S 3 / r � �'n,• D\1 NIH WTE .... ..AENERMOR�\1 r ♦`\'` rr`tir N 11 O• ,: i , \I ., ° LLI yCORY 1p-,~wW G'. 'RICK g r FNCF IA N . ,r. - O.5 �1<a¢ ,..... \\ \ \ 1� '♦> ..�•�oNG. \ \ //LSA '•- _:'' _Q.-�,r $ ,• \ \\\ ° 0. pPICN�Y \II 1 1 \\\\ CLFARINGUN�_ U < r� A r G r.`O`•W[IIB fPNM �p D0.NE'M: I I 1' 1{�7 ♦ ♦`1 h - w ,^ D M 'v 7 .z n � �`Lv.i........ I. / fr".' ��.•`. yt;��..uu. \\\ 11\\ L0T2 rc .�LP.31 di J 1 111 MANHOIE-ti!,\ N ],2>/ °«-••nn I 11 f \\ // :� I / ' %. ":' \(' 1 \\ Ii\ )�` -4jp'`I'... 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'•. _ 'ol n.z / ♦`\ N... ..� Z ". / IN GROUND POOL \ 1 1 ♦ 6 .... ` • \ 1 1 .FMEp`♦\ .:......... ,4�WI ECFNZ6 .. 3 BEOUE bot00 1 Rm OIC 6 END.FEN Lj'3O Y Nq ` \ \\ S B MEA YVr OOG OVGPI / ` `7(�° =rqY Xistln barn \ SONE° O P JTFOPM 1 CdNC // MA } w,.p 9 .` `.♦\` BAB PATO / \ }lU /. °r lur«�I \I\ •' +c O.'+•,i A SEo6VB '.!STORY1 N N EDEC% FPPE � e_1 y7.� 9 1 \". •.�.W •> � . g o� ,� 7�g p BI�FI_�0 17 H .�a• I I'R%/GOHTT'PPO i 1' ; �111 1\\ y\ \`b •,d•.:M 3a •`.` n:"P" ' 'Cs41'°°A I _.I p r.SA�� 1 7 q/,`I I I 1 I 1 e�\\ �\ .01 O O15Tv. 2OW,NG'�/1 I 'd "o.EO N ___"• "I I rT 4cn �`A\�\•.-. cR:P:LY4'•>;. �.////►►/�♦ '\\ `>O; i A,AJ MOELtF \ e...O JOpUELM N/t C ` A S�, \. ♦.♦N\' ♦`..,�Iy�...J aD%-.. CO\ 9&FIR PATIO'' / I J 1'SO/.h \. ♦\�•, ♦ .y,(['- , bFIREPR' `• \`� ` N "GATE'-, CLEMING UNE •...1/�1 \Al62j0q/``•'�� \�\ .Y.♦_\, ^"•1�-`a�� TOP OF SLGPE/_.- \.. •A�+t/Ia)v„r^rvrww. •,ri',., •\ 'OS Iy NBO 9 >`�. ,t`.M.r :^::.?•:...;.Fs'rtic -.r .. -._� 2.79 �p,� •- V:( "`�. _ vrvvrvr: _ .t � I 'C�pF NEty P4 'm a ..� I. z-FucccowE udos .. .:J ,1 �O • NO ,\ OV'9'yy ASPER TILE MAP .� : p. Ay� \BOTTOM 1 0 • 4� ,\ � � OF BLOPE ♦�_.- _ I` ,.h•.,../"-N . 1 Io y _ �> ME4NH,GN WATER 4.12gD21 1_•_ 1 26 o _ r•1� ��` SB9 B32'W S81.07'10'VY Nee°32'11-W f lf: 1• r� 37.65 19.83 �'>3•r• ` ` 29.el3..W 58a•59'42'•W -SEAN LOW WATEI= IDS 90 60.29 CANDY / TOWN CREEK CLEARING CALCULATIONS: SURVEYI�.�,V PLLC -LOT I EXISTING LIMITS OF CLEARING:89.336,69 S.F.OR 87.5% Tar rv..ww,•N.wN.n..,.re..»....•r,.,.,,wr,..,,..,,,,,,...r,:r.,nn r,,..,.,..,,...r:.: ,,. „5...:.._ --""-"';'---•.-_ .�.1-_ PERMITTED:35% .r: r .,•,.. ;'W..' y, .N.rmNw.•ca,°Pc,:AA.w«,• °rrs,,,,,rrw.A..,._«...N PI.r:,,Irr.N,r.I :rr„:: r • ;'+LAND�SURVE�YIlL1Gs 8L'F?4AI�t II�I.C7..1...... -LOT LIMITS OF CLEARING:38,077,695.F.OR 68.2% s ;.r' .• .. L. 0 -. ` PERMITTED:25% ,,...r^• nAwocM,.Ts.P..+n„rn.r.w..ww,n.,.•..x•...,.>-r.,_Tsv+..:,wn:,N.r,..•,r..r.. r.,,rr o r.rr„r.... ' 7.•7'S,>COL'EMAN,ROADi CENT REACH•,'NY G�+120 1 t20.118.77 _ {' :•^t:: 7- 1 -LOT EXISTING LIMBS OF 5.E OR 83% urwms.s,.elu•sruLu,nrn.wr»ur.r...a.rn,.rn,.:.,.«...,,,.n••,.n.:.rrr...•r•.:.I:r:,...r ..�; E ST 2 . .._ a mwwoN:.>nm:r..rµ ...°.sue.:,°.e•r.o.+se.mw..Fa<«..........,.r....s°.x...<r..,..s..u;.,.r.- �.,.....-•...PHONE,:63\t^846.9$� _...............................:.......................... w•..,yr:.L.,.,.,�•N....>h».r..w..,e.,.>...,K.,..PrR.,«.>..,,:».,«..�,..,:F.<.,._„�,.r... a".• .. „.•e:,.G°xx-.,•-_..,..I i PERMITTED:35%. .w.r.»•..Pr.I....nr,.r.wrr, !"T.:'•�sY^°EMAAI,L:,�JC'2� @OPTO IN INE.NET i r,,.,.r,.,,•wwsrl.Y.,•rw,s,:,..,,r„ ^'r.,.,•,,.r....,°...,,: r. ,r NT KR Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party." The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit Curated Construction,LLC 112 Hampton St From:Town of Southold Sag Harbor,NY 11963-4245 PHONE:631-903-1599 FEIN:XXXXX5309 The location of where work will be performed is 845 Maple Lane,Southold,NY 11971. Estimated dates necessary to complete work associated with the building permit are from March 1,2021 to February 28,2022. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers,leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I, Seth Kelley,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge, information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature��K 2 Date: 2/19/2021 HERE _ Ti "MT.. ^^ v:k'.. �"7^'tGpi',,:,•:L.,"G. iR ti '- ' r`? N y;,._....:� "rw'Y,.>;;,-•,;Sr�C;'?'• r :=<4- P. ....4 1 `4. r. yv _ u,. 4 ti- _ 't r ., .k'. n .,'.,.•.,ALL•.:•:a.!'•:...":...':',:_ — - -.:,,-' • h Yir6 'S s. _N�� C Ci'-S:- _:/3< •� 1;.10 E)`dl' `l - .d,:v<-.f+..�..,':n"._v':;:,, .y2i'aW.`o'..Y :#k-' •fir' r - » ....,_ ,..:,�:=str�,�:<:::�:�":,_�,.a:�'::i�:,..�..*,°,::. '.;��,;. ,,:..�::.::.�.._'.,._yw�v"�'+, _� ,-:.... _.._....h �.c�.>"•N� '>�:::'�-�. CE-200 01/2018 AC ® DATE(MM/ Y) `..I CERTIFICATE OF LIABILITY INSURANCE 02/19/20212021 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(les)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 CONTACT Kathleen Daniels NAME: Dayton Ritz&Osborne PHONE (631)324-0420 FAC, (631)324-3526 AIC No Ext): AIC,No): 78 Main Street E-MAIL KDaniels@droinsurance.com ADDRESS: P.O.Box 5099 INSURER(S)AFFORDING COVERAGE NAIC# East Hampton NY 11937 INSURERA: Southwest Marine&General Ins Co 12294 INSURED INSURER B: Curated Construction LLC INSURER C: PO BOX 100 INSURER D: INSURER E: Sag Harbor NY 11963 INSURERF: COVERAGES CERTIFICATE NUMBER: CL2121916610 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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. I�iSRR TYPE OF INSURANCE INSD WVD POLICY NUMBERMM/DDY/YYYY MM/DDIYPICY Yrr LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 ENTLIT CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 10,000 A Y GL2021RLH00049 01/28/2021 01/28/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 RO- POLICY El JECT F7LOC PRODUCTS-COMP/OPAGG $ Included OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ REXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate Holder is included as Additional Insured with regard to General Liability coverage as required by written contract and is subject to all policy terms& conditions CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 AUTHORIZED REPRESENTATIVE PO Box 1179 Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD t'. '1 Generated by REScheck-Web Software Compliance Certificate Project 845 Maple Lane - Southold Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 845 Maple Lane Samual Englebardt Jeffrey Sands Southold, NY 11971 845 Maple Lane Jeffrey Sands Architect Southold, NY 11971 6 EVERGREEN LN East Quogue, NY 11942 16313755997 jeffrey_sands@hotmail.com empliance- Plasses Using UA trade�off Compliance: 6.7%Better Than Code Maximum UA: 60 Your UA: 56 Maximum SHGC: 0.40 Your SHGC: 0.19 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Fact,@ Ceiling: Flat Ceiling or Scissor Truss 312 40.0 0.0 0.029 9 Wall:Wood Frame, 16"D.C. 312 21.0 0.0 0.057 10 Door: Glass Door(over 50%glazing) 70 0.290 20 SHGC: 0.19 Window: Wood Frame 60 0.28D 17 SHGC: 0.19 Compliance Statement: The proposed building design described here is c he building plans,specifications, and other calculations submitted with the permit application.The proposed buil d to meet the 2018 IECC requirements in RE check Version : REScheck-Web and to comply with the mandato a REScheck Inspect' n C ecklist. Name-Title Sig N C7 'te 0 ?894 OFNE\,N�� Project Title: 845 Maple Lane-Southold Report date: 03/04/21 Data filename: Pagel of 9 y. RESciheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 95.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified . Field Verified. # Pre-Inspection/Plan Review Value Value Complies? Comments/Assurnptions & Req.lb 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 :documentation demonstrate i❑Does Not [PR111 ;energy code compliance for the J ;building envelope.Thermal ❑Not Observable !envelo a re resented on ;❑Not Applicable j P P ;. construction documents. 103.1, ;Construction drawings and ❑Complies :Requirement will be met. 103.2, !documentation demonstrate a ❑Does Not 403.7 :energy code compliance for i ; [PR3]1 ;lighting and mechanical systems. ❑Not Observable !Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate t ;compliance with the IECC i Commercial Provisions. 302.11 . Heating and cooling equipment is i Heating: Heating: !❑Complies 'Requirement will be met. 403.7 isized per ACCA Manual S based Btu/hr I Btu/hr []Does Not [PR2]2 on loads calculated per ACCAg Cooling ❑Not Observable Manual J or other methods Btu/hrBtu/hr )approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 845 Maple Lane-Southold Report date: 03/04/21 Data filename: Page 2 of 9 Sec tfon #r` Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to j❑Complies ;Exception: Requirement is not applicable. [F011]2' 'protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below ; grade. ❑Not Observable ❑Not Applicable 403.9 'Snow-and ice-melting system controls;❑complies ;Exception: Requirement is not applicable. [FO12]2 ;installed. ;❑Does Not i Q ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 845 Maple Lane-Southold Report date: 03/04/21 Data filename: Page 3 of 9 r Section Plans Verified Field Verified # Framing/Rough4n Inspection Value Value Complies? Comments/Assurnptions & Req.ID 402.1.1, Glazing U-factor(area-weighted , U- U- '❑Complies ;See the Envelope Assemblies 402.3.1, 'average). ;❑Does Not ;table for values. 402,3.3, ; 402.5 ;❑Not Observable [FR2]1 ; ❑Not Applicable 303.1*3 ;U-factors of fenestration products ?❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance „ i❑Does Not !with the NFRC test procedure or ;taken from the default table. ; ❑Not Observable f ❑Not Applicable 402.3.5 ;Fenestration in thermally Isolated;, U- U- ;❑Complies ;Requirement will be met. [FR8]1 :sunrooms in Climate Zones 2-8 ;❑ Isolated ;❑ Isolated ❑Does Not t7 ;have maximum U-0.45. ❑ Not Isolated ❑ Not Isolated ;QNot Observable ❑Not Applicable 402.3'5 ;Skylights in thermally isolated U- U- ❑Complies ;Exception: Requirement is [FR9]1 sunrooms in Climate Zones 2-8 ;❑ Isolated ;❑ Isolated ;❑Does Not not applicable. have a maximum skylight U- ;❑ Not Isolated ;❑ Not Isolated ![]Not Observable ;factor of 0.70.All other sunroom ; !skylights must meet code ;❑Not Applicable requirements. 402.4.1.1 Ar barrier and thermal barrier f '❑Complies :Requirement will be met. [FR23]1 !installed per manufacturer's '- a❑Does Not j instructions. 1171Not Observable ' +' ;❑Not Applicable 402.4.3 ;Fenestration that is not site built 1 ❑Complies [FR20]1 is listed and labeled as meeting l 3❑Does Not AAMA/WDMA/CSA 101/i.S.2/A440! E ,or has infiltration rates per NFRC ;, ❑Not Observable ;400 that do not exceed code ❑Not Applicable limits. 1 402.4.5 'IC-rated recessed lighting fixtures '❑Complies ;Requirement will be met. [FR16]2 . !sealed at housing/interior finish + UDoes Not and labeled to indicate s2.0 cfm }; ,QNot Observable leakage at 75 Pa. ❑Not Applicable ; 403.3.1 'Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 !insulated >= R-8 where duct is +❑Does Not completely inside the 1 ;>= 3 inches in diameter and >= l. . QNot Observable ;building envelope. R-6 where< 3 inches.Supply and; '❑Not Applicable return ducts in other portions of f pp ;the building insulated >= R-6 for . diameter>= 3 inches and R-4.2 'for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter { ;❑Complies ;Requirement will be met. [FR13]1 :boxes are sealed with ❑Does Not ;joints/seams compliant with ;International Mechanical Code or f"'- `❑Not Observable iInternational Residential Code, as l , ❑Not Applicable applicable. 403.3.5, Building cavities are'not used as _ i❑Complies Requirement will be met. [FR15]3 ducts or plenums. i j❑Does Not `'[]Not Observable } []Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 845 Maple Lane-Southold Report date: 03/04/21 Data filename: Page 4 of 9 Section Plans Verified. Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assurnptions & Req.ID 403.3.7 Ducts declared to be within the ;❑Complies :Requirement will be met. [FR28]3 conditioned space are either 1) ;❑Does Not completely within the continuous ! ,❑Not Observable ' ;air barrier and within the building ,thermal envelope, 2) buried ;❑Not Applicable within ceiling insulation in i accordance with Section E R403.3.6 and the air handier is located completely within the 1 continuous air barrier and within ' sthe building thermal envelope and the duct leakage is<= 1.5 I cfm/100 square feet of I conditioned floor area served by . ;the duct system, or 3)the ceiling ; insulation R-value installed against and above the insulated duct>=to the proposed ceiling insulation R-value, less the R- ;value of the insulation on the 403.4 i HVAC piping conveying fluids i R- R- ;❑Complies ;Exception: Requirement is [FR17]2 ;above 105 4F or chilled fluids ❑Does Not not applicable. below 55 4F are insulated to a:R- .Ab ; I3 '❑Not Observable j ;❑Not Applicable 403.4.1 Protection of insulation on HVAC ;❑Complies ;,Exception: Requirement is [FR24]1 piping. ❑Does Not ;not applicable. J i s❑Not Observable ❑Not Applicable ; 403.5.3 Hot water pipes are insulated to R- R- ❑Complies !Exception: Requirement is [FR18]2 l zR-3. ❑Does Not not applicable, ❑Not Observable ❑Not Applicable 403.6 ?Automatic or gravity dampers are :❑Complies iRequirement will be met. [FR19]2 l installed on all outdoor air ❑Does Not intakes and exhausts. s 1 ,❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 845 Maple Lane-Southold Report date: 03/04/21 Data filename: Page 5 of 9 Section # Insulation Inspection plans Verified Field Verified Complies? Comments/Assumptions & Req.ID Value Value 303.1 All installed insulation is labeled j ;❑Complies ;Requirement will be met. [IN13]2 ;or the installed R-values '[]Does Not }provided. ❑Not Observable ?[ Not Applicable j 402.1.1, ;Wall insulation R-value.If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least lh of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable ,� requirement applies(FR10). pP , ; 303.2 ,Wall insulation is installed per i Requirement will be meta [IN4]1 !manufacturer's instructions. ❑Does Not f '[]Not Observable c❑Not Applicable 303.2 ;Sunroom wall insulation installed ❑Complies ;,Requirement will be met. [IN9]1 !per manufacturer's Instructions. s ❑Does Not ❑Not Observable I 1, ]Not Applicable 303.2 ;Sunroom ceiling insulation is ;❑Complies ;Requirement will be met. [IN1111 !installed per manufacturer's ❑Does Not instructions. r ❑Not Observable Z❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 845 Maple Lane-Southold Report date: 03/04/21 Data filename: Page 6 of 9 o Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions a & Req.ID 402.1'l, :Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, Steel ❑ Steel ;❑Not Observable ; 402.2.6 [FI1)1 ❑Not Applicable ; ; ; 303.1.1.1,!Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. i ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable i i❑Not Applicable ; 402.2.3 Vented attics with air permeable s❑Complies :Exception: Requirement is [FI22]2 insulation include baffle adjacent {❑Does.Not not applicable. to soffit and eave vents that ; I extends over insulation. []Not Observable i ,❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [F117)1 ach in Climate Zones 1-2,and i❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable- 403.3'3 pplicable403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 i❑Complies ;Requirement will be met. [FI27]1 !determine air leakage with ft2 ft2 :❑Does Not either: Rough-in test:Total ;leakage measured with a ; ;❑Not Observable :pressure differential of 0.1 inch ; ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler ;enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch ;w.g,across the entire system 1 including the manufacturer's air t handier enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met, [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ; ;handler @ 25 Pa. For rough-in ; ❑Not Observable tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 jAir handler leakage designated ?❑Complies ;Requirement will be met. [FI24]1 by manufacturer at<=2%of I F❑Does Not :design air flow. '❑Not Observable t❑Not Applicable 403.1'l Programmable thermostats ❑Complies Requirement will be met. [FI9]2 installed for control of primary i❑Does Not heating and cooling systems and i initially set by manufacturer to ❑Not Observable ;code specifications. { s❑Not Applicable 403.1.2 E Heat pump thermostat installed ;❑Complies ;Requirement will be met. [FI10]2 on heat pumps. 1EIDoes Not { s❑Not Observable } T❑Not Applicable 403.5.1 ;Circulating service hot water •i❑Complies ;Requirement will be met. [FIJI]2 systems have automatic or ❑Does Not !accessible manual controls. F S❑Not Observable ' ;❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 845 Maple Lane-Southold Report date: 03/04/21 Data filename: Page 7 of 9 Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;AII mechanical ventilation system "❑Complies ;Requirement will be met. [FM]2• ifans not part of tested and listed f 5❑Does Not s HVAC equipment meet efficacy ; j and air flow limits per Table i ;❑Not Observable R403.6.1. i, ❑Not Applicable 403.2 j Hot water boilers supplying heat i ;❑Complies ;Requirement will be met. [FI26]2 ithrough one-or two-pipe heating F❑Does Not systems have outdoor setback E control to lower boiler water ❑Not Observable itemperature based on outdoor - ?❑Not Applicable temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies ;Requirement will be met. [FI28]2 have a circulation pump.The : []Does Not isystem return pipe is a dedicated return pipe or a cold water supply i .11[_ Not Observable pipe. Gravity and thermos- ;❑Not Applicable syphon circulation systems are not present. Controls for dcirculating hot water system 1 i pumps start the pump with signal; ifor hot water demand within the ; occupancy. Controls automatically turn off the pump ! when water is in circulation loop S" is at set-point temperature and no demand for hot water exists. 403.5.1.2 `Electric heat trace systems ❑Complies ;Requirement will be met. [F129]2 comply with IEEE 515.1 or UL ;❑Does Not 1515. Controls automatically „ adjust the energy input to the ❑Not Observable . heat tracing to maintain the ❑Not Applicable ; ;desired water temperature in the I piping. .. ' 403.5.2 Demand recirculation water t ❑Complies ;Requirement will be met. [F13012 systems have controls that ❑Does Not manage operation of the pump i { ( - ❑Not Observable ,and limit the temperature of the ; 'water entering the cold water j❑Not Applicable }piping to<= 10412F. 403.5.4 ?Drain water heat recovery unitss❑Complies ;Requirement will be met. [FI31]2 tested in accordance with CSA a ;❑Does Not B55.1.Potable water-side i pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for []Not Applicable j individual units connected to one i or two showers. Potable water- i side pressure loss of drain water i }heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 ;90%or more of permanent } ❑Complies ;Requirement will be met. [FI611 :fixtures have high efficacy lamps.; s❑Does Not F i 6. ;❑Not Observable ( ❑Not Applicable 404.1.1 Fuel gas lighting systems have ;❑Complies ;Requirement will be met. [F1231 !no continuous pilot light. =❑Does Not ;I❑Not Observable f ;❑Not Applicable 401.3 ;Compliance certificate posted. i❑Complies [F17]2 #❑Does Not + f '❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 845 Maple Lane-Southold Report date: 03/04/21 Data filename: Page 8 of 9 Section, Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assurnptions &Req.ID 303.3 Manufacturer manuals for j •❑Complies ;Requirement will be met. F11813 mechanical and water heating i❑Does Not systems have been provided. i ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 845 Maple Lane-Southold Report date: 03/04/21 Data filename: Page 9 of 9 A 2018 IECC Energy Efficiency Certificate Insulation RatingRmvalue� Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Glass & Door 0 Window 0.28 0.19 Door 0.29 0.19 Cooling Heating System: Cooling System: Water Heater: Name• Date• Comments TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtomm.gov Date Received FIRE PROTECTION SYSTEM PERMIT, APPLICATION For Office Use Only PERMIT NO.Pt-4093 —Building Inspector: MAY 1 3 2021 ""I",......... s-must,;be filled,out in their,entir' y;,In'complei .0t, e &WORK,IS NOT TO'BE STIARTED,pri 1 601 c or vito issuance,ofa'perim Has a building permit been obtained for this project? Yes 11 No If yes,building permit# E@ Li Date: No-r t�E@ ,vaw ibe, Project Address:845 MAPLE LN SCTM# 1000-64 - 1 29.1 City:SOUTHOLD ZiP: 11971 ,ORMATION ";!C Name:RUSI MITEV Mailing Address:735 FLANDERS RD RIVERHEAD, NY 11901 Email:SALES@SENTRYNY.COM P hone# 63 1-712,31-3.095 Preferred contact method(select one): OPhone REmailSALES@�,�,NTRYNY.COM OJk,11NF011;t"TION. !CT Nam,e:,RU,SI.MITEV Contractor License,#: Mailing Address:7�5 FLANDERS RD RIVERHEAD, ,NY 119,01 Phone#:631-723-3095 mail:SALES(�-SENTRYNY.COM "OR'k Occupancy Description: 0 Assembly 0 Business 0 Education 0 Factory/Industrial El institutional 0 Mercantile R Residential 0 Storage Description of Work: INSTALLING SPRINKLERS ON THE 3RD FLOOR AND EGRESS R New System 0 Existing System Modification [,Standpipe/-Watbr.S' u ly fire AlannJ CO�Detection Systems .,,,",Othdr'�'ire,?iotir�tibn,,,�ystems,�.., Pp ' eckdllfhatap'ply)� — ck that apply)' Check'Ail:tfiaii6p Ch aii R NFPA 13,13D or 13R System OManual OAutomatic El Smoke Control OStandpipe El Fire Pump ElProtected Premises(local) El Wet or Dry Chemical Clean []Supervising station' Agent Number of sprinkler heads: 16 OCentral Station El Kitchen hood/exhaust 0 Other .Floo I r Area(sq. ft.) 12.94 ;B Check:Box'After Reading:;I,the undersigned;understand that the issuance of a permit for,the type which is herelu,applied far.'is based oit" the,agreement.to conform•to'all regulations and,requirements.I further understand that non-compliance of said requirements,,by myself or any otl ic. r emptoyee,of the rm.or individual listed as the applicaut on'this,form,shall because for revocation of said permit..Upon revocadon:'of.said permit;the,'•,;` ,applicami or.any employee„of the applicant shall be prohibited to�conduct such work for•which this permit was issued:The reissuance'of a,perinitshall:be',:;:,, based upon review•of the circumstances leading to;the revocation Any fslscjstatement(s)made lierein are punishable as a Glass A misdemeanor:pursuant',,F', ..ta.Section 2I0.45 of thePenai Law ' Application Submitted By(print name): QAalthorized Agent Owner Company(if applicable):��� Applicant Signature: Date: -�s /11 Jawl FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • WATER-BASED FIRE PROTECTION SYSTEM SUBMITTAL GUIDELINES FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$250 permit fee is required for a non-residential permit.A$50 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit. Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. s> FOR OFFICE USE ONLY Amount Paid: �, Check No.:, 7�p FM: �. Permit No.: Date: SEx Date: /3 Z6L/ p• 2 SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: BP#46083 - additions & alterations to existing SFD DATE: 5/14/2021 LOCATION: 845 Maple Lane, Southold S/B/L: 64-1-29.1 Scope of Work: Alterations to a single family dwelling. Sprinkler Plan Review: Limited area NFPA 13D system to protect attic (partially finished) and means of egress. Making attic space habitable? Not reflected in BP#46083 plans. Sprinkler plans show bedroom and bathroom in the attic that are not reflected in the building plans nor the pre for the house. To make the attic habitable: • Sprinkler protection of attic and means of egress • Emergency escape/rescue opening needed in compliance w/ R310. • Entire dwelling equipped w/a fire alarm in compliance w/ R314.7 to be monitored by an approved supervising station in accordance w/NFPA 72. 5/14/2021 Prepared by J.E. [Page] Bulletin 0U8September 202O ~ Model RFC Series Residential Sprinklers Flat Concealed Pendent Rellmabld oULuo Listed Features , oULuoListed aoResidential Sprinklers , Push-On cover plate installation , Low water flow requirements Product Description Model RFC Series residential sprinklers are flat cover p|ago, concealed pendent sprinklers intended for installation in accordance with NFpA 18, NFPA 13R. or NFPA 18D. The sprinklers are oULuo Listed as Residential Sprinklers in ac- cordance with o'oondanoewith UL 1620. In addition, Model RFCLLSeheo sprinklers are oULuuCertified for Health Effects toNSF/ANSI standard O1Annex 8(LL)and Australian VVaarK4arkCertified (VVMCS). Model RFC30 uphnNora have a 105"F (740C) temperature rated fusible-link operating element. Model RFC43, RFC40. RFC58. and RFC70sprinklers are offered with either a1O5"F (74"C) or212°F (100"C) temperature rated fusible-link oper- ating element. Sprinklers with a 1050F (74°C) temponatue rating are ordinary temperature classification and are listed for use with a 1350F (57°C) temper/dura rated cover plate. Sprinklers with a212°F (100°C) temperature rating are inter- mediate temperature ntor-madiatetemporekue classification and are listed for use with a105"F(74°C)temperature rated cover plate. K8udo| RFC Series sprinklers are installed with a Model RFC or Model G5 Cover Plate. Model G5 Cover Plates may be installed by either pushing or threading the cover plate into the sprinkler cup. Model RFC30,RFC30LL'RFC43, RFC43LL. RFC49 and RFC49LLoprink|oro allow 1/2^ (13 mm) of cover plate adjustment. K4odo| RFC58 and RFO78 aphnNom allow 3/4^ (19 mm) ufcover plate adjustment. K4oda| RFC and 85 ModeIRFC76 Model RFC&G5 Cover Plate Cover Plates are available inavariety offinishes aulisted in Table H. FrMl Sprinkler Model Nominal K-Factor Max.Coverage Area Listings& Sprinkler Identification gpm/psil/2(1/min/bar"2) ft x ft (m x m) Approvals Number(SIN) RFC30 3.0(43) 14 x 14(4.3 x 4.3) cULus RA0611 7 cULus:cULus Listed to UL1626, Residential Sprinklers for Fire Protection Service. LL:oULuvCertified for Health Effects toNSF/ANSI Standard 61Annex S (Less than o.25mLead content). wwCS:Australian WotedNarkCertified. wwem|iab|nvp,ink|er.00m RFC3 61.1 Model 1 &RFC30LL • - • 1 A0 RFC30LL: v Technical Specifications Sensitivity Style-Flat Concealed Pendent Fast-response Threads:1/2"NPT or ISO 7-1 R1/2 Nominal K-Factor:3.0(43 metric) Temperature Rating 165°F 74°C sprinkler Max.Working Pressure:175 psi(12 bar) ( ) P = 135°F 57°C cover late Min.Spacing:8 ft.(2.4 m) ( ) P .: Material Specifications Cover Plate Thermal Sensor:Nickel Alloy Solder Link Model RFC Cover Plate ; ( w Sprinkler Body:Brass Alloy Model G5 Cover Plate )3 Levers:Bronze Alloy Yoke:Brass Alloy Sprinkler Wrench J, Sealing Assembly:Nickel Alloy with PTFE Model FC(without wrench-able cap) Load Screw:Bronze Alloy Model W3(with wrench-able cap) Towers:Copper Alloy r Pins:Stainless Steel Listings and Approvals Deflector:Bronze Alloy cULus Listed to UL 1626 tx-�► 'ter Bottom View Cup:Steel cULus Certified for Health Effects to NSF/ANSI '' Standard 61 Annex G(RFC30LL only) Cover Plate Finishes Watermark Certified(RFC30LL only) (See Table H) Model RFC30&RFC30LL Sprinkler Components and Dimensions 2-5/16"(58 mm) Threads Dia. Body Cup�\ Tower 1-3/4"(44 mm)+/ 1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) ������� �3/16" 5 mm Pin(extended) Il ll Deflector(extended) „ Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC30 and RFC30LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure(') Max.Coverage Area(') Flow Pressure ft.x ft. gpm psi (m x m) (1/min) (bar) 12 x 12 9 9.0 (3.6 x 3.6) (34) (0.62) 14 x 14 10 11.0 (4.3 x 4.3) (38) (0.76) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table B above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Reliable Page 2 of 8 September 2020 www.reliablesprinkler.com Model RFC43&RFC43LL Residential Sprinklers RFC43:SINRA0612 RFC43LL:SINRA3212 Technical Specifications Sensitivity Fast-response Style:Flat Concealed Pendent Threads:1/2"NPT or ISO 7-1 R1/2 Temperature Rating Nominal K-Factor:4.3(62 metric) Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 165°F(74C)sprinkler135°F(57°C)cover plate Material Specifications Intermediate: y; Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C)sprinkler ' Sprinkler Body:Brass Alloy 165°F(74°C)cover plate Levers:Bronze Alloy Cover Plate Yoke:Brass Alloy Model RFC Cover Plate Sealing Assembly:Nickel Alloy with PTFE Model G5 Cover Plate Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC(without wrench-able cap) Cup:Steel Bronze Alloy Model W3(with wrench-able cap) Bottom View Cover Plate Finishes Listings and Approvals cULus Listed to UL 1626 ' (See Table H) cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(RFC43LL only) Watermark Certified(RFC43LL only) Model RFC43&RFC43LL Sprinkler Components and Dimensions �. 2-5/16"(58 mm) Threads Dia. Body Cup Tower 1-3/4"(44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) 3/16"(5 mm) Pin(extended) I I Deflector(extended) �tf tf 1 Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC43&RFC43LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure t'f Max. Coverage Area i2i Ordinary Temperature Intermediate Temperature ft.x ft. Flow Pressure Flow Pressure (m x m) gpm psi gpm psi (1/min) (bar) (1/min) (bar) 15 x 15 12 7.8 12 7.8 (4.6 x 4.6) (45) (0.54) (45) (0.54) 16 x 16 13 9.1 13 9.1 (4.9 x 4.9) (49) (0.63) (49) (0,63) 18 x 18 18 17.5 (5.5 x 5.5) (68) (1.21) 20 x 20 21 23.8 (6.1 x6.1) (79) (1.64) -- -- Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table C above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Reliable Page 3 of 8 September 2020 www.reliablesprinkler.com Model • &RFC49LL ResidentialSprinklers RFC49LL: Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response - Threads:1/2"NPT or ISO 7-1 R1/2 Nominal K-Factor:4.9(71 metric) Temperature Rating ,";per , '"•:; Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 165'F(74°C)sprinkler 135'F(57°C)cover plate Material Specifications Intermediate: Thermal Sensor:Nickel Alloy Solder Link 212°F(100OC)sprinkler Sprinkler Body:Brass Alloy 165°F(74°C)cover plate Levers:Bronze Alloy Yoke:Brass Alloy Cover Plate Sealing Assembly:Nickel Alloy with PTFE Model G5 Cover Plate Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench ;401&1 _ Pins:Stainless Steel Model FC(without wrench-able cap) �,�:•� � Deflector:Bronze Alloy Model W3(with wrench-able cap) Bottom View Cup:Steel Listings and Approvals Cover Plate Finishes cULus Listed to UL 1626 (See Table H) cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(RFC49LL only) Watermark Certified RFC49LL only) Model RFC49&RFC49LL Sprinkler Components and Dimensions • 2-5/16"(58 mm) Threads Dia. Body Cup�` Tower 1-3/4"(44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) 3/16"(5 mm) Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. V,Ceiling Model RFC49&RFC49LL Sprinkler Hydraulic Design Criteria F1•ra s Minimum Flow and Residual Pressure M Max.Coverage Area tet Ordinary Temperature Intermediate Temperature ft.x ft. Flow Pressure Flow Pressure (m x m) gpm psi gpm psi (1/min) (bar) (1/min) (bar) 16 x 16 13 7.0 13 7.0 (4.9 x 4.9) (49.0) (0.48) (49.0) (0.48) 18 x 18 17 12.0 17 12.0 (5.5 x 5.5) (64.3) (0.83) (64.3) (0.83) 20 x 20 20 16.7 21 18.4 (6.1 x 6.1) (75.7) (1.15) (79.5) (1.27) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table D above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Reliable Page 4 of 8 September 2020 www.reliablesprinkler.coni Kodel RFC58 Residential1. Technical Specifications Cover Plate Finishes Style:Flat Concealed Pendent (See Table H) Threads:1/2"NPT or ISO 7-1 R1/2 Nominal K-Factor:5.8(84 metric) Sensitivity _ Max.Working Pressure:175 psi(12 bar) Fast-response Min.Spacing:8 ft.(2.4 m) Temperature Ratings Material Specifications Ordinary: Thermal Sensor:Nickel Alloy Solder Link 165°F(74°C)sprinkler Sprinkler Body:Brass Alloy 135°F(57°C)cover plate Levers:Bronze Alloy Intermediate: Yoke:Brass Alloy 212°F(100°C)sprinkler Sealing Assembly:Nickel Alloy with PTFE 165°F(74°C)cover plate Load Screw:Bronze Alloy Towers:Copper Alloy Cover Plate Pins:Stainless Steel Model G5 Cover Plate Deflector:Chrome Plated Bronze Alloy Cup:Steel Sprinkler Wrench Bottom View Model FC(without wrench-able cap) Model W3(with wrench-able cap) ` ' Listings and Approvals cULus Listed Model RFC58 Sprinkler Components and Dimensions 2-5/16"(58 mm) Dia. Threads _ Body Cup Tower Fusible Link 1-7/8"(48 mm)+/-3/8"(9 mm) Deflector(retracted) Nominal face of fitting to ceiling 3/16"(5 mm) Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC58 Sprinkler Hydraulic Design Criteria Minimum Flow and Residual PressureN Max.Coverage Area(2) Flow Pressure ft.x ft. gpm psi (m x m) (1/min) (bar) 16 x 16 16 7.6 (4.9 x 4.9) (60.6) (0.53) 18 x 18 18 9.6 (5.5 x 5.5) (68.1) (0.66) 20 x 20 20 11.9 (6.1 x 6.1) (75.7) (0.82) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table E above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Reliable Page 5 of 8 September 2020 www.rellablesprinkler.com Model RFC76 Residential Sprinkler SIN RA0618 Technical Specifications Cover Plate Finishes Style:Flat Concealed Pendent (See Table H) Threads:3/4"NPT or ISO 7-1 R3/4 Nominal K-Factor:7.6 109 metric Sensitivity .`' Max.Working Pressure:175 psi(12 bar) Fast-response �- Min.Spacing:8 ft.(2.4 m) Temperature Ratings Material Specifications Ordinary: Thermal Sensor:Nickel Alloy Solder Link 165°F(74°C)sprinkler Sprinkler Body:Brass Alloy 135°F(57°C)cover plate Levers:Bronze Alloy Intermediate: Yoke:Brass Alloy 212°F(100oC)sprinkler Sealing Assembly:Nickel Alloy with PTFE 165°F(74°C)cover plate Load Screw:Bronze Alloy Towers:Copper Alloy Cover Plate Pins:Stainless Steel Model G5 Cover Plate 7� Deflector:Bronze Alloy Cup:Steel Sprinkler Wrench Bottom View - Model FC(without wrench-able cap) Model W3(with wrench-able cap) 1 Listings and Approvals cULus Listed Model RFC76 Sprinkler Components and Dimensions 2-5/16"(58 mm) Dia. Threads Body Cup Tower Fusible Link 1-7/8"(48 mm)+/ 3/8"(9 mm) Nominal face of fitting to ceiling Deflector(retracted) —� 3/16"(5 mm) Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC76 Flat Concealed Sprinkler Hydraulic Design Criteria F1 g W. Minimum Flow and Residual Pressure(') Max.Coverage Area 121 Flow Pressure ft.x ft. gpm psi (m x m) (1/min) (bar) 16 x 16 21 7.6 (4.9 x 4.9) (79.5) (0.52) 18 x 18 24 9.9 (5.5 x 5.5) (90.8) (0.68) 20 x 20 34 20 (6.1 x 6.1) (128.7) (1.4) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table E above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 Reliable Page 6 of 8 www.reliablesprinkler.com 2020 ww.reliablesprinkler.com Cover Plate Finishes') . . • Standard Finishes Special Application Finishes White Polyester Off White Paint Black Paint Raw Brass Chrome Plated Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad(3) Custom Color Paintm Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Custom color paint is semi-gloss,unless specified otherwise. 3. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Allow on the backside.Cover plates are not listed or approved as corrosion resistant. Installation Dimensions - Recommended Min.to Min.to Max. Sprinkler Cover Cover Plate Hole Diameter Cover Plate Max.Face Dropped Deflector Cover Plate Plate Diameter Adjustment of Fitting to Distance below Temperature Model Model inch (mm) in Ceiling inch(mm) Ceilings') Ceiling Rating inch(mm) inch (mm) inch(mm) RFC30, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 135°F RFC30LL G5 (84) (67) (13) (38 to 51) (13 to 25) (57°C) RFC43, 1350PI) RFC43LL, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 (57°C) RFC49, G5 (84) (67) (13) (38 to 51) (13 to 25) or 1650F(3) RFC49LL (74°C) 1350F(2) RFC58, RFC or 3-5/16 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (57°C) RFC76 G5 (84) (67) (19) (38 to 57) (6 to 25) or 1650F(3) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on a nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable P/N 6999991900)is available where necessary for replacement of existing sprinklers. 2. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 3. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F(66°C). Installation Model RFC series sprinklers are intended to be installed in Do not exceed the maximum recommended torque. Exceeding accordance with NFPA 13,NFPA 13R,or NFPA 13D,as well as the maximum recommended torque may cause leakage or the requirements of applicable authorities having jurisdiction. impairment of the sprinkler. Use care when inserting or removing Model RFC series sprinklers must not be installed in ceilings with the wrench from the sprinkler to avoid damage to the sprinkler. positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model Install the cover plate by hand by pushing the cover plate into the RFC series sprinklers are shipped with a wrench-able protective cup and turning the cover in the clockwise direction until it is tight cap that should remain on the sprinkler until the sprinkler system against the ceiling. is placed in service following construction. Model RFC series sprinklers can be installed without removing Application the wrench-able protective cap using the Model W3 wrench. Model RFC series sprinklers are intended for installation where Alternatively, Model RFC series sprinklers can be installed using residential sprinklers are permitted or required by NFPA 13, the Model FC wrench by temporarily removing the protective cap NFPA 13R, and NFPA 13D. The sprinklers are concealed during installation of the sprinkler.The use of any other wrench to pendent residential sprinklers. installed Model RFC series sprinklers is not permitted and may damage the sprinkler. Fully insert the Model W3 wrench over Model RFC 30 and RFC30LL sprinklers are available in the cap until it reaches the bottom of the cup,or the Model FC ordinary temperature classification for installation where wrench over the sprinkler until the wrench engages the body. the Maximum Ceiling Temperature does not exceed 100°F Do not wrench any other part of the sprinkler/cup assembly.The (38°C). Model RFC43, RFC43LL, RFC49, RFC49LL, RFC58, Model W3 and FC wrenches are designed to be turned with a and RFC76 sprinklers are available in either ordinary or standard 1/2"square drive,Tighten the sprinkler into the fitting intermediate temperature classification for installation where after applying a PTFE based thread sealant to the sprinkler's the Maximum Ceiling Temperature does not exceed 100°F threads, Recommended installation torque is 8 to 18 ft-lbs(11 (38°C)or 150°F(66°C), respectively. to 24 N-m)for 1/2"thread sprinklers and 14 to 20 ft-lbs(19 to 27 N-m)for 3/4"thread sprinklers. Bulletin 006 Reliable Page 7 of 8 September 2020 www.reliablesprinkler.com Installation Wrenches g ' . - ; Model FC Model W3 For use with Model RFC Series sprinklers For use with Model RFC Series sprinklers without wrench-able cap installed with wrench-able cap installed Service/Spare Head Cabinet Wrench Listings and Approvals Listed by Underwriters Laboratories, Inc. and UL Certified for Model W8 Canada to UL1626, Residential Sprinklers for Fire-protection Service(cULus). High-strength plastic wrench " for limited (emergency) Certified by Underwriters Laboratories, Inc. and Underwrit- use with Model RFC ers Laboratories of Canada for Health Effects to NSF/ANSI Series sprinklers without Standard 61 Annex G (LL) (RFC30LL, RFC43LL, and RFC49LL wrench-able cap installed. only). ;z Meets NFPA requirements for sprinkler wrench on premises. Australian WaterMark Certified (RFC30LL, RFC43LL, and RFC49LL only). Patents Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, Maintenance RFC58,and RFC76 sprinklers are covered by U.S. Patent No. 9,248,327 and U.S. Patent No. 7,275,603. Model RFC series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do Model RFC30, RFC30LL, RFC43 and RFC43LL sprinklers are not clean sprinklers with soap and water, ammonia or any other additionally covered by U.S. Patent No. 8,776,903. cleaning fluids. Remove dust by gentle vacuuming. Replace any sprinkler cover plate assembly which has been painted Ordering Information (other than factory applied)or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replace- Specify the following when ordering. ment of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and Sprinkler packaging until used to minimize the potential for damage to • Model (RFC30, RFC30LL, RFC43, RFC43LL, sprinklers that would cause improper operation or non-oper- RFC49, RFC49LL, RFC58, RFC76) ation. • Temperature Rating Cover Plate Guarantee • Model RFC or G5 • Temperature Rating For the Reliable Automatic Sprinkler Co., Inc. guarantee,terms, • Finish (See Table H) and conditions, visit www.reliablesprinkler.com. Sprinkler Wrench • Model FC • Model W3 N • Model W8 (Limited use) o CDCD rn z n. Bulletin 006 Reliable Page 8 of 8 September 2020 www.reliablesprinkler.com Sentry Automatic Fire Protection Inc. 735 Flanders Rd Riverhead, NY li9oi Phone (631) 723-3095 �d SENTRY 6b0 3 � o 9-hcF�RE Fire Sprinkler Calculations REMOTE AREA i For ENGLEBARDT RESIDENCE 845 MAPLE IN SOUTHOLD, NY 11971 o 3 �ROfESS10��� ..h MAY 1 2021 ENGLEBARDT RESIDENCE Drawing Date: 5/ 3/21 13:46 HYDRAULIC DESIGN INFORMATION SHEET Job Name: ENGLEBARDT RESIDENCE Location: 845 MAPLE LN SOUTHOLD , NY, 11971, USA Drawing Date: Remote Area Number: 1 Contractor: Sentry Automatic Fire Protection, Inc. Telephone: 631-723-3095 735 Flanders Rd. Riverhead, NY 11901 Designer: RF Calculated By:SprinkCAD www. sprinkcad.com 1400 Pennbrook Pkwy. Lansdale, PA 19446 Construction: WOOD Occupancy:RES Reviewing Authorities :TOWN OF SOUTHOLD SYSTEM DESIGN Code:NFPA 13D Hazard:RES System Type:WET Area of Sprinkler Oper. 512 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: RASCO Area per Sprinkler 256. 0 sq ftj Model: RFC 49 Hose Allowance Inside 0 gpm K-Factor: 4 . 90 Hose Allowance Outside 0 gpm Temperature Rating: 165 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 26.2 psi Required: 30.7 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test I Rated Capacity 0 gpm Static Pressure 47 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 40. 0 psi Elevation 0 1 At a Flow of 40 gpm Make: Elevation 0" Model: Location: Source of Information: TALCO PUMP'•...• SYSTEM VOLUME 11 Gallons Notes: 4t+y ENGLEBARDT RESIDENCE Drawing Date: 5/ 3/21 13:46 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 26 29.3 psi 1 1" CPVC 90 Ell CPVC 5 ' 120 1 .049 26 1 . 4 1 Pipe 11,�" 10x21 Allied Domestic 4 ' 120 1 . 682 26 0 .1 1 11-x" Thrd Alarm Valve Tyco 513D,D/ 0 ' 0 1 . 610 26 0 . 0 Hydr Ref R1 Required at Source 26 30.7 psi Water Source 47 . 0 psi static, 40 . 0 psi residual @ 40 gpm 26 gpm 43.8 psi SAFETY PRESSURE 13.1 psi Available Pressure of 43.8 psi Exceeds Required Pressure of 30.7 psi This is a safety margin of 13.1 psi or 30 % of Supply Maximum Water Velocity is 8 . 9 fps ENGLEBARDT RESIDENCE Drawing Date: 5/ 3/21 13:46 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/_P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi. Addition may vary by 0 .1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations ENGLEBARDT RESIDENCE Drawing Date: 5/ 3/21 13:46 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^;,�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) Al 27 . 92 7 .2 AIS 27 . 58 4 . 90 7 . 0 13. 0 13 . 0 0 . 05 A2 27 . 92 7 .3 A2S 27 . 58 4 . 90 7 .3 13 .3 13 . 0 0 . 05 B1 27 . 92 7 .2 B2 27 . 92 7 .7 W 9. 50 29.3 Max velocity of 8 . 93 occurs in the pipe from W TO B2 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. ENGLEBARDT RESIDENCE Drawing Date: 5/ 3/21 13:46 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE Al TO W (PRIMARY PATH) 12 . 96 1 . 101 1T 0 .33 7 . 0 7 . 0 K = 4 . 90 A1S C=150 9.56 -0 . 1 0 . 0 12 . 96 0 . 031 9. 90 0 .3 7 . 0 Vel = 4 . 41 1 . 101 2 .29 7 .2 7 .2 EqK = 4 . 85 Al C=150 0 . 00 0. 0 0 . 0 12 . 96 0 . 031 2 .29 0 . 1 7 .2 Vel = 4 . 41 1 . 101 1E 12 . 00 7 .2 7 .2 Bl C=150 3. 83 0 . 0 0 . 0 12 . 96 0 . 031 15 . 83 0.5 7 .2 Vel = 4 . 41 13.28 1 .101 5E 82 .53 7 . 7 7 .7 B2 C=150 2T 38 .25 8 . 0 0.0 See PATH 2 26.24 0 . 112 120 .78 13 . 6 7 . 7 Vel = 8 . 93 W 26.24 29.3 K = 4 . 85 PATH 2 FROM HYDRAULIC REFERENCE A2 TO B2 13 .28 1 .101 IE 0 .33 7 .3 7 .3 K = 4 . 90 A2S C=150 3 . 83 -0 . 1 0. 0 13.28 0 . 032 4 . 16 0. 1 7 .3 Vel = 4 . 52 1 . 101 1T 2 .29 7 . 3 7 .3 EqK = 4 . 90 A2 C=150 9.56 0 . 0 0 . 0 13 .28 0 . 032 11 . 85 0 . 4 7 .3 Vel = 4 .52 B2 13 .28 7 . 7 K = 4 .78 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ENGLEBARDT RESIDENCE Static Pres: 47.0 psi Pressure: 30.7 psi In: 0 gpm 845 MAPLE LN Resid. Pres: 40.0 psi Sys Flow: 26 gpm Out: 0 gpm SOUTHOLD Flow: 40 gpm Sys+Hose: 26 gpm Remote Area: 1 Date: Safety Pres: 13.1 psi Loc: Hd Elv Pres: 7.8 psi 70 60 50 Supply 40 30 20 10 - -7.8 psi 100 150 200 250 300 350 400 450 5( V TABLE 8602.3(1)--continued FASTENING SCHEDULE-continued FRAMING NOTES FASTENING SCHEDULE ITEM I DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER- •° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS I NUMBER AND TYPE OF FASTENER' ` SPACING AND LOCATION Floor I 6 common(3 12"x 0.162') 16"o.c,face nail 24 2-snbfloor to Gist or girder 3-16d box(3'/,"x 0.135"):or DRAWING LIST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO. 2 OR BETTER 14 Bottom plate to joist,rim joist,band joist or 3 2-16d common(311,"x 0.162') Blind and face nil Joist hanger into girder ALL FRAMING SHALL BE NAILED IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) blocking(rot at braced wall panels) 16d box(3!_"x 0.135"?;or ,,, p I o.c.face nail { 2. ALL WALL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 1/2", 5/8", 3/4" THICK (SEE DRAWINGS FOR SPECIFICATION) 3"x 0.131"nails 25 12-planks(plank&beam-floor&roof) 3 16d box(3'12'x 0.135'0;or At each bearing,face nail (not Shown) site per Joist 2-16d common(3/2"x 0.162") 3-16dbox(31/,"X 0.135',:or 3each16"o,c.facenail 8 A001 DATA SHEET/ DRAWING LIST SHEATHING SHALL BE NAILED TO FRAMING IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) t5 Bottom plate t joist,rim joist band joist or 2-16d common(311_"x 0.162)-,or 2 each 16"o.c.face nail � 3-16d common(3/,"x O.t62') biocking(atbracedwlipanei) 4.,3,•X0.131"nails 4each16"O.C.facenail 26 Band orrimjoisttojoist T3 box(3"x0.ai Is:o),or End nail A002 ENERGY NOTES AND SCHEDULES 3. ALL SUBFLOORING SHALL BE AP/, RATED STURD-I-FLOOR, EXPOSURE 1, T&G 3/4" THICKNESS0.13 ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE ALL SUB-FLOOR TO JOISTS USING ADHESIVE FOR THIS PURPOSE 4.8d box(2'1,-x 0.113'0;or 4-3"x 14 g "nails;07 ALL SUB-FLOOR TO BE NAILED 114 ACCORDANCE WITH LOCAL AND STATE BUILDING CODES (SEE ATTACHED NAILING SCHEDULE) j3-16dbox(3r/2"x 0.135'):or 4-3"x 14ga staples,7/16"crown MTS12 ° A010 LANDSCAPE PLAN 4. DOUBLE JOISTS SHALL BE SET UNDER ALL PARALLEL PARTITIONS 4-Sd common(21/5"x 0.131');or Toenail 20d common(4"x 0.192'1:or Nail each layer m follows::2"o.c. A100 FOUNDATION PLAN 4-10d box(3"x 0.128');or at tog and bottom and staggered. MTS12 5. DOUBLE JOISTS OR STRUCTURAL BEAM SHALL TRIM ALL STAiR, CHIMNEY, AND SKYLIGHT OPENINGS. 16 Top or bottom plate to stud 4-3"x0.131"nails IOdbox(3"x 0.128');or 24"o.c.face nail at top and barom ° A110 FIRST FLOOR PLAN SECOND FLOOR FRAMING 3-16d box(31/2"x 0.135);or27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides SEE FRAMING PLANS FOR MORE DETAILS 2-16d common(31/x"x 0.162'0:or layer And: MTS12 O A120 SECOND FLOOR PLAN/ ROOF FRAMING 6. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL-DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS: OR BY ATTACHMENT TO A HEADER 3-l0d box(3"x 0,128');or End nail 2-20d common(4"x 0.192'):or BAND JOIST, OR RIM JOIST, OR TO AN ADJOINING STUD: OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION 3-3"x 0.131"nails 3.1Od box(3"x 0.1L81:0r Face nail at ends and at each splice 3-IOd box(3"x 0.128').or 3-3"x 0.131"nails A200 ELEVATIONS 7. ALL JOIST r0 BE BRIDGED WITH EITHER SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1" X 3" STRIP NAILED ACROSS THE 80TTOM OF THE JOISTS 17 Top plates,laps at corners and intersections 2-16d common(3112"x 0.162');or Face nail. 4-I6d box(3'/�"x 0.135"}:or m A210 ELEVATIONS PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET 3-3"x0.131"nails 28 Ledger strip supporting joists or rafters 3-164 common(311,"x 0,162 ):or At each joist or rafter,face nail 8. BEAMS SHALL BE NOTCHED AND DRILLED IN ACCORDANCE WITH 8502.8 OF THE IRC 2018 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS 3-8dbox(2 A"x0.113'):or 4-IOdbox(3"x0,128'):or A300 SECTIONS 2-8d common(21/,"x 0.131'):or 4.3"x 0.131"nails DIAGRAM 5 FOR ENGINEERED WOOD PRODUCTS 18 1"brace to each stud and late Face nail p 2-10d box(3"x 0.128');or 29 bridging t0 joist 2-1Od(3"x 0.]28") I Each end,toe nail Stud t0 Band Joist/Girder 9. DRAFTSTOPPING SHALL BE REQUIRED WHEN THERE iS USABLE FLOOR SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEIUNG 2staplesl;/y" 10 COLUMN HANDRAIL DETAILS ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET s-Sd box(2'12"x 0.113'):or DESCRIPTION NUMBER AND SPACING Of FAST ENERS (Flush Connection) pS418 iate {SEE 8502.12 OF 2020 RESIDENTIAL CODE OF NEW YORK STATE 19 1"x 6"sheathing to each blaring 2-8d Common(2112"x 0.131'):or ITEM OF BUILDING ELEMENTS TYPE OF FASTENER°m° EdgesR la Supports,-'e° 2-1Od box(3"x 0.128');or Face nail (Inches) (inches) 10. ALL PRESSURE TREATED MATERIAL SHALL BE PRESERVATiVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 2 staples,1"crowd,16 ga.,13Jy"long Wood structural panels,subtloor,roof end Interior wan sheathing to framing and particleboard wall Shea ling so hsmtng SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES34d box(2112"x 0.113'):or [see Table R602.3(3)for wood structural panel exterlorwalt sheathtng to wall framingl 11. ALL PRE-ENINEERED LUMBER SHALL BE GEORGIA PACIFIC WI SERIES JOISTS (WOOD i-BEAMS), LVL PRODUCTS, AND ANTHONY POWERBEAM PRODUCTS 3-Sd common(211,'x 0.131');or 30 3/g"-1/2" 6d CoT-jnon(?i x 0.113')nail(subtloor,%%all)` 6 12f ALLL JOISTS, GIRDERS, AND HEADERS SHALL HAVE BEARING 'STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS 13-10d box(3"x 0.128'0:or 8d common(_1,"x 0.131'0 nail(roof) WEB STiFFNERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS. DOUBLE 1 3/4" LVL'S SHALL BE INSTALLED AT ALL STAIR, CHIMNEY, 3 staples.I"crown,16 ga.,13/3"long 31 I' /a,"-1" 8d common nail(2/,"x 0.131'7 I 6 tj AND OTHER FLOOR OPENINGS. SEE MANUFACTURERS NOTES FOR ALL JOIST CONNECTIONS 20 1"x$"and wider sheaL'1irg to each bear'ng SVider than I"x 8" Face nail .,i 32 11/s"-Illy" 10d common(3'x 0.148')nail:or 6 HANDLING, STORAGE, AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS 4-8d box(-/2'x 0.113');or 8d(. /2"x 0.131')deformed nail 'a 3-8d common(211,"x0.131):Or NO CHANGE IN BEDROOM COUNT 12. ALL JOISTS SHALL HAVE 1 i/2" BEARING MINIMUM ON WOOD AND 3" MINIMUM ON CONCRETE OR STEEL (SEE MANUFACTURER'S SPEC'S FOR ENGINEERED LUMBER) 3-IOd box common 0.128'0. 3 Other wall aheathtng? A35 13. ALL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR -LARCH NO.2 OR BETTER 16" O.C. MIN 4 staples,1"crown,I Vga.,I314"ion; 33 /,"structu ul cellulosic fiberboard 1'/2"galvanized roofing nail, /16"head INTERIOR WALLS SHALL BE 2" X 4" NOMINAL THICKNESS MINIMUM, SEE DRAWINGS FOR SIZES sheathing diameter,or 1"crown staple 16 1114" 3 6 Floor g"' y a LSTA18 H10 14. ALL WOOD FRAME WALLS SHALL HAVE A DOUBLE TOP PLATE (OVERLAPPING CORNERS) AND SINGLE SOLE PLATE (MIN.) THE SAME LUMBER DIMENSION AS THE WALL -/;,"strucrurzl cellulosic 1'14"galvanized rooting nail,1/j6*head diame- LST 48d box(2/2"x 0.113');or 34 , 3 6 WALL BLOCKING SHALL BE INSTALLED OF THE SAME DIMENSION LUMBER AT MID SPAN ON WALLS UNDER 10' AND IN 1/3 INTERVALS IN TALLER WALLS. 3-8d Common(211,"x 0.131 0:Or fiberboard sheathing ter,Or 1"crown staple 16 ga.,1 14 long 21 Joist to sill,top pure or g Iden 3-)0d box(3"x 0.228 Toe tia?1 1 /,"galvanized roofing nail;stn 15. STUDS MAY BE DRILLED AN NOTOHED IN CONFORMANCE WITH 8602.6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ��or 35 1112"gypsum s`^e21-:i.^.Sd t- g '.' 1 pie galvanized, 7 I 7 p� 16. ALL HEADERS SHALL BE AS SPECIFIED ON PLANS AND NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE AND WFCM, IF THERE IS ANY DISCREPENCY OR 3-3"x 0.131"nails 11/; long:11/,."scTeu•5,Type W or S S�+ 8d box(2/2"x O.I13'0 4"D.c.roc rail s ,, „ •„^d �'g g p:.galvanized, DIAGRAM 8 AppROVED a'iJ �� E� OR IF A SPECIFICATION iS NOT PRESENT, CONTACT THE ARCHITECT OR REFER TO TABLE 8502.5 OF THE IRC 2020 RESIDENTIAL CODE 36 !g"gypsums,t 11 IBJ ' shansedroofin nail;ata 1• 7 7 g Rafter to Ride Connection Rim joist,band joist or blocking to sill or top 8d common(2-/,'x 0.131'0:or 1./g"long:i /$ screws.TY1x R'or S 2' plate(roof applications also) Iod box(3" 0.128'):or 6"o.c.toe nail DATE: B.P.# COMPLY WITH ALL CODES O 17. ROOF BLOCKING SHALL BE SET To ALLOW 2" AIR SPACE AT THE TOP OF THE RAFTER FOR VENTING a Wood DIAGRAM 7 NEW YORK STATE & TOWN CODES 18. ALL CEILING JOISTS SHALL LAP A MINIMUM OF 3" AT SPLICE CONDITIONS OVER BEARING WALLS 3"x 0.131"nails t 6d deformed(2"x 0.120"0 nail:or 37 /�"and less ,, , 6 t2 Rafter Connections to Waod Top Plates FEE: � BY: 8dcommon(2lA"x0.131")nai. i�S071FY BUILDINu DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 19. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2" OF BEARING ON W000 OR METAL 3-8dbox{2/2"x0.113'O;or AND NOT LESS THAN 3" ON CONCRETE OR MASONRY 23 1"x 6"Subfloor or less to each joist 2-8d common(211,"x 0.131"),or 7 8d common.(2 /,"x 0.131')nail:or ' - 20. ALL ROOF SHEATHING ON ASPHALT ROOFS SHALL BE 1/2" THiCK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2018 RESIDENTIAL CODE 1 3-10d box(3"x 0.128 );or Face nail 38 !s"-)" ,i- " 6 )� ` sd deformed(_/, x o.12a�rail 765 1802 SAM TO 4 PM FOR THE ^T^"'`17 2staplts,1"crown,16 ga.,131;,"long vL '�,�� WITH 2020 RESIDENTIAL CODE 01-NEW YORK STATE (SEE ATTACHED NAILING SCHEDULE) 39 111 "_111," IOd common(3"x 0.148")nal):or , FOLLOWING INSPECTIONS: mlrinTnlJJtiP °I'"dGBOARD 20. ALL WOOD ROOF SHALL BE COMPLETELY SHEATHED NTH 1/2" THiCK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE 6 Sddeformed(21/2"xO.120Onil 6 1` 1. FOUNDATION - TWO REQUIRED � "' (SEE ATTACHED NAILING SCHEDULE) 5/4 X 3 SPRUCE LATH SHALL BE INSTALLED 0 16" O.C. PARALLEL AND IN LINE WITH THE ROOF RAFTERS For SI: 1 inch=25.4 mm,i foot v 304.8 mm.I r..:Ie per hour=0.447 mts:i ksi a 6.395\fpa. �_�- `1 TRUSTEES 5/4 X 3 LATH SHALL BE INSTALLED PERPENDICULAR TO THE ROOF RAFTERS SPACED TO ALLOW AIR FLOW BEHIND THE WOOD SHINGLE ROOF FINISH FOR POURED CONCRETE Sri' T' , 21. ALL FRAMING SHALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL 2. ROUGH - FRAMING & PLUMBING MTs2o MTS20 Mrszo 3. INSULATION �- SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION 4. FINAL - CONSTRUCTION MUST CONCRETE/ MASONRY NOTES CS16 BE COMPLETE FOR C.O. OCCUPANCY OR CS16 o ALL CONSTRUCTION SHALL MEET THE 71 01� ' REQUIREMENTS OF THE CODES OF NEW USE IS UNLAINFL TABLE R602.3(1) ! I.°j 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 8606 OF THE 2020 NYS IRC RESIDENTIAL CODE FASTENING SCHEDULE ° LSTA21 YORK STATE. NOT RESPONSIBSLE FOR r.. ACCORDANCE WITH THE PROVISIONS OF ACI 530/ASCE 5/TMS402 �� ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE I SPACING AND LOCATION WITHOUT CERT 1 r 1`',11-1 i 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40 + DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED OF FASTENER° LSTA21 0. ® DESIGN OR CONSTRUCTION ERRORS. FROM FREEZING FOR A PERIOR OF 14 DAYS (ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED) Root ) 0 LTS12 OF OCCUPANCY 4-8d box(2'/,"x 0.113")or 3, ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL, HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT 3-8d common(21/,"x 0.131'0:or LTS12 I Blocking between ceiling joists or rafters to top plate 340d box(3"x 0.128 ):or Toe nail RETAIN STORM WATER RUNOFF 4. ALL FOUNDATION WALLS SHALL HAVE A MINIMUM THICKNESS OF 8", ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8" DEEP AND 16" WIDE 3-3"x0.131'nails ® PURSUANT TO CHAPTER, 236 SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND FOOTING SIZES 4Sdbox(2xro ® ' OF THE TOWN CODE. 5. ALL CONCRETE SHALL BE 3000PS1 AT 28 DAYS 2 Ceiling joists to top plate 3-8d common(2''/,"x 0.131'0:or per joist;Loc nail I I PLU��'$ER CERTIFICATION 3-10d box(3"x 0.125 O:or DIAGRAM 4 3-3"x0.131"nails ON LEAD CONTENT BEFORE 6. THE CONCRETE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REQUIRED BY OTHER TRADES. LSTA21 Post to Girder Connections ANCHOR BOLTS SHALL BE SET PER 2020 RESIDENTIAL CODE OF NEW YORK STATE Ceiling joist not attached to parallel rafter,laps over 4.1Od box(3"x 0.123'):or CERTIFICATE OF OCCUPANCY SEE ATTACHED STRAPPING SCHE0l1LE FOR SPACING AND SIZE 3 partitions[see Sections R802.3.1.R802.3.2 and Table 3-16d common.(311,"x 0.162'):or Face nail I M7516 / PS720 8802.5.1(9)] 4.3"x0.131"nails ® ,d A35F MTS16 PLUMBING 7. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL Ceiling joist attached to parallel rafter(heel joint) MTS16 SOLDER USED IN WATER LTS12 A35F ALL PLu�"',3,�dG 4"JASTE BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS 4 [see Sections R802,3.1 and R802.3.'_and Table Table R802.5.1(9) Face nail A35F STA2 I I c SUPPLY SYSTEM CANNOT R8025.1(9)] i LTS12 &VWATER LINTS NEED 8. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED TO PRECLUDE ANY CORROSION S4IOd box(3"x 0.128�:o- MTS16 'TSTING BEFOB-E COVERING EXCEED 2/10 OF 1°I LEAD. 5 Ica."ie to refter,face nail or Il/.1"x 20 ga.ridge strap to 3-10d common(3"x 0.14S');or Face nail,each rafter I MTS16 MTS16 rafter 4-3"x 0.131"nails ® DIAGRAM 2 9. ALL REINFORCEMENT BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318, CLASS "C", WITH 40 DIAMETERS MINIMUM, BENT AROUND CORNERS 3-16d box nails(3/,'•x 0.135'):or I AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT toe nails on one side and 1 toe nail: DIAGRAM 6 Shearwall Holdown Conneetlons AT SUPPORTS, REVERSE FOR FOJNDATION MATS. STAGGERSPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE ENDS 3-i0d common nails(3"x 0.148 0:or ` 6 Rafter or roof truss to plate 4-10d box(3-x 0.128):or on opposite side of in rafter or �„ -c'1 nicAL 10. ALL SLAB ON GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED, INCREASE AS REQUIRED FOR DRAINAGE PITCH. 4-3"x0.131"nails 171t5S post t0 Girder Connections(Over Frame) CS16 4+1� REQUIRED 4-16d(3^/2"x 0.135'):or PS418 CS16 11. SLABS ON GRADE SHALL BE PLACED IN STRIPS AND SHALL THEN BE SAW-CUT OR TOOLED TO PROVIDE CONTROL JOINTS 3-IOd common(31(,"x 0.1>8'0:or CS16 x$16 Toe nail APPROXIMATELY 20' O.C., CONSiRUCIION JOINTS SHALL BE KEYED 4.1Od box(3"x 0.128');or ° 7 Roof rafters to ridge.valley or hip rafters or roof rafter 4-3"x 0.131"nails i 12. EXCEPT AS NOTED, ALL OUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS to minimum 2"ridge beam 3-16d box 3 V,"x 0.135'•):or SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS 2-16d Common(3112"x 0.162');or 3-10d box(3"x 0.128');or ! End nail 13. FOR CONCRETE WALLS, VERTICAL. CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40' AT LEAST 4' AWAY 3-3"x0.131"nails ° FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS wall must provide MuTI?J ° ° ° u�a .y 16dcommon(3•/,"x0.i62") 24"o.c.face nail I ' *'•• D,J and S as per 8 Stud to snrd(not at braced wall panels) IOd box(3"x 0.128");orBP 15. CONCRETE WALLS, DECKS, AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515. 1R-79 SPECIFICATIONS, CHAPTER 3 FOR CONCRETE SURFACE QUALITY 3"x 0.131"nails 16"o.c.face nail NYS Energy Code AND FINISHES. CURING COMPOUNDS, RELEASE COATINGS OR ADD MIXTURES THAT INTERFERE WITH THE ADHESION OF THE BARRIER MATERIAL SHALL NOT BE USED. 16d box{3'h"x 0.135);Or ," ° LIQUID APPLIED BARRIERS SHALL.NOT COVER, HIDE, OR LEVEL SURFACE IRREGULARITIES 9 Stud to stud and aburin¢studs at intersecting wall comers 1. o.c.face nail 3"x 0.131"nails i 16. MASONRY OVER OPENINGS SHALT_ BE SUPPORTED BY STEEL UNTELS, REINFORCED CONCRETE OR MASONRY LINTELS, OR MASONRY ARCHES (a?b^ced wail par.-.Is) 2' 16"o.c.face rail 16d common(3'1,"x 0.16_0 LSTA18 4H10-2 . ' DESIGNED TO ACCEPT LOAD IMPOSED 16d common(3 A"x 0.162') 16"o.c.each edge face nail LSTA18 10 I Built-up header(2"to 2'fheader Nzth 1/2"spacer) 16d box(3'/ "x 0.135") 12"o.c.each edge face nail AC 4 A35F All exterior lighting 17. THE BOTTOM OF ALL FOOTINGS 'SHALL BE A MINIMUM OF 36'" BELOW FINISH GRADE 2 5-8d box(2'J,"x 0.113"):or y�► �" installed,replaced or 18. ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED iN ACCORDANCE WITH CHAPTER 10 OF THE 2020 NYS RESIDENTIAL CODE 11 Continuous header to stud 4-8d common(211,"x 0.131'):or Toe nail DIAGRAM 9 DIAGRAM 3 I3 oven door P SEAL -• a-lOd box 3~x 0.128 A35F ? '311 Conform BUILDING DESIGN NOTES ' - • repaired Post to Porch Lintel Connection Floor-to-Floor Connections „ � xZ�Ad°s 16d common(3/2"x 0.162'0 16"o.c.face nail t.1�� 12 Top plate to top plate 10d box(3"x 0.128"):or DIAGRAM i0 1F a 12"n c face nail A35F ^t1YY ;"� • O Chapter 172 P �. 1. ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES AND Rafter/Ceiling Joist to Wood Top Plates DIAGRAM 1 tF�S � � e�the Tomm C � ' `( � ',•ftt°a WITH 2020 RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE : THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE DESIGNS ARE NOT WITHIN THE CODES OF THE STATE AND LOCAL AUTHOURITiES F100r-to-FLOOr Connections 1 , I. 2. ALL HABITABLE ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6 AND HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, AND TABLE R3,01.20) LAUNDRY ROOMS SHALL HAVE A CIEILING HEIGHT OF NOT LESS THAN 7'-0" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF 7'-0" SEE R305 OF NYS RESIDENTIAL CODE FOR MORE DETAILS ' +°,''•-� % 3. BASEMENTS NTH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE CODE COMPLIANCE REFERENCES. v OPENING. OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. MINIMUM OPENING AREA SHALL BE 5.0 SQUARE WIND SUBJECT TO DAMAGE FROM ICE SHIELD = GROUND SIESMIC WINTER FEET AT ALL GROUND FLOOR OPEININGS AND 5.7 SQUARE FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WIDTH (20"), MINIMUM OPENING HEIGHT(24") SNOW DESIGN FROST DESIGN UNDERIA- FLOOD 2020 NYS RESIDENTIAL CODE ARCHITECT (SEE R310 OF NYS RESIDENTIAL CCDE FOR MORE DETAILS) LOAD SPEED (MPH) EXPOSURE CATEGORY WEATHERING LINE TERMITE DECAY TEMP YMENT HAZARDS 4. WINDOW WELLS SHALL BE DESIGNED FOR BASEMENTS WITH HABITABLE SPACE. THE MINIMUM AREA OF THE WINDOW WELL SHALL BE 9.0 SQUARE FEET DEPTH REQUIRED 2020 NYS PLUMBING CODE 2020 NYS ENERGY JEFFREY SANDS WITH A MINIMUM WIDTH AND HORIZONTAL PROJECTION OF 36". WINDOW WELLS WITH A DEPTH GREATER THAN 44" SHALL HAVE A PERMANT LADDER 25PSF 140 MPH D B SEVERE 36" MODERATE SLIGHT TO 11 YES X CODE ENGINEERED STRUCTURAL ARCHITECT LADDER SHALL HAVE A INSIDE WIDiH OF AT LEAST 12", SHALL PROJECT 3" FORM THE WALL, AND BE SPACED MAXIMUM 18" APART VERTICALLY DECAY MODERATE (SEE SECTION R310 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS) COMPONENTS PER ASCE 7-10 6 EVERGREEN LANE 5. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOM. EAST QUOGUE, NY 11942 THE MINIMUM OPENABLE AREA TO iIAE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED (SEE 8303 OF NYS RESIDENTIAL CODE FOR EXCEPTIONS) WALL SHEATHING NAILING SCHEDULUE FLOOD DESIGN LOADS PER ASCE 24-15 PHONE 631.375.5997 EVERY HABITABLE SPACE SHALL BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT, 3 FEET ABOVE THE 140 MPH WIND ZONE (3 SECOND GUSTS) ROOF NAILING SCH EDU LU E FAX 631.576.8916 FLOOR AND 2 FEET FROM EXTERIOR WALLS (SEE SECTION R303 OF THE NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) USE 1/2" CDX WALL SHEATHING EMAIL:JEFF@JSA-NY.COM 6. THERE SHALL BE ONE HABITABLE POOM WITH A MINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET FASTEN WITH 80 COMMON GALVANIZED NAILS 140 MPH WIND ZONE (3 SECOND GUSTS) ALL OTHER HABITABLE ROOMS SHALL HAVE AN AREA OF NOT LESS THAN 70 SQUARE FEET, KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE FEET 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW USE 1/2" CDX ROOF SHEATHING HABITABLE SPACES SHALL NOT BE LESS THAN 7' IN ANY HORIZONTAL DIMENSION (EXCEPTION KITCHEN) "FASTEN WITH 8D COMMON GALVANIZED NAILS PROJECT (SEE R304 OF NYS 2020 RESIDENTIAL CODE FOR MORE DETAILS) 2 X 11 1/2" GA. - PATTERN AS INDICATED BELOW AREAS- 7. 1 7. ALL DESIGNS SHALL BE IN CONFORMANCE E N G L E R V A R D T WITH 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2020 RESIDENTIAL CODE (SEE CHAPTER 11) THE FOLLOWING GLAZING AND INSULATION VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULATIONS O 3 RESIDENCE GLAZING U-FACTOR: .35 MAX CEILING R-VALUE: R-49 1 LOOK WALL R-VALUE: R-20 845 MAPLE FLOOR R-VALUE: R-19 - REMOVE 330 SQ FT COVERED PORCH SOUTHOLDANE BASEMENT R-VALUE: R-10/13 SLAB PERMITER: R-10 (DEPTH OF 2') - - _ /) REPLACE WITH 407 SQ FT CONDITIONED SUNROOM CRAWL SPACE : R-10/13 8. THE FOLLOWING CRITERIA WAS USED IN THE BUILDING DESIGN 0 ' NEW 70 SQ FT COVERED PORCH W YORK WIND ZONE 140 MPH (3 SECOND GUSTS) I 1 ( DRAWING TITLE EXPOSURE D I I 0 1 GROUND SNOW LOAD 25 PSF 4 Q LIVE LOADS OF 30 PSF SLEEPING AREAS, 40 PSF LIVING AREAS I SECOND FLOOR DEAD LOAD 40 PSF 5 I I © 2 I i DATA NOTES SOLAR PANEL LOAD 5 PSF © 4' I CONVERT EXISTING BEDROOM TO BATH AND HALL 215 SQ FT 9. ALL DESIGNS REPRESENTED ARE PRESCRIPTIVE. IF ENGINEERED DESIGNS ARE PRESENT, CALCULATIONS WILL BE SUPPLIED 10. WIND BORNE DEBRIS PROTECTION (PER R301.2.1.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ) I O O i CI RELOCATE BEDROOM OVER SUNROOM (312 SQ FT) DETAILS RISER 1/2" THICK WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. STRUCTURAL PANELS SHALL BE FASTENED TO THE FRAMING IN THE EVENT OF 4 HURRICANE FORCE WiNDS TO PROT1=CT FROM WiND BORNE DEBRIS. PANELS SHALL BE FASTENED WITH WITH 2 1/2" /j6 WOOD SCREWS ® 16" O.C. FOR PANELS LESS 2 I BUILD FRONT AND BACK ROOF DECKS OVER SUNROOM (152 SQ FT) LESS THAN 4', 12" O.C. FOR PANELS GREATER THAN 4' AND LESS THAN 6', 9" O.C. FOR PANELS GREATER THAN 6' AND LESS THAN 8' O i I DIAGRAM (SEE 8301.2.1.2 FOR MORE DETAILS) ( O 11. ALL FRAMING SHALL BE NAILED AI40 FASTENED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 4' 4' OEXISTING FIRST FLOOR 1911 SQ FT SEE ATTACHED NAILING SCHEDULE AND FASTENER DIAGRAMS FOR DETAILS THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE SPECIFICATIONS DO NOT MEET CODE REQUIREMENTS OR IF ADDITIONAL SPECIFICATIONS ARE REQUIRED 1 NA EXISTING SECOND FLOOR 1516 SQ FT �� 3�4-2021 12. ALL EXTERIOR FINISHES SHALL BE IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ZONE 5 ZONE 6 DRAWING NUMBER TOTAL EXISTING= 3427 SQ FT 13. ALL ROOF OVERHANGS SHALL RECII:VE ONE LAYER OF ICE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHANG TO A MINIMUM OF 24" INSIDE THE OUTSIDE WALL „ „ ALL UNDERLAYMENT SHALL BE NAILED DOWN WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE NTH MANUFACTURERS SPECIFICATIONS FIELD 12 O.C. 12 O.C. 14. ALL FLASHING SHALL BE SPECIFIED BY THE ARCHITECT AND/OR CONFORM TO 2020 NYS RESIDENTIAL CODE (SEE SECTION R905 FOR ROOF COVERING) PANEL EDGES 6" O.C. 6" O.C. ZONE 1 ZONE 2 ZONE 3 ZONE 4 15. ALL MECHANICAL SYSTEMS SHALL CONFORM TO THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE ,WITH 2020 MECHANICAL AND FUEL GAS CODES OF NEW YORK STATE FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. A TABLE R402.&I.1 TABLE R405,52ti AIR BARRIER AND INSULATION INSTALLATION SPECIFI+CA71ONSFOR THE STANDARD REFERENCE AND PROPOSED VESIGNS tic�r��al�ErrT ��E� e���lE��cRr;E�ia IPa�UL�,'Ti�P�sPv'aTf•tt-t�t�P�CRITcr�14 ENERGY NOTES !S Uit!}IN C�C OM�PtE'TtT STAP1C�:,R J FiEFE�;.P:�C E D�Ey1GlJ PROPOSED BE-SIC-1; A S:c i7_t.Om air Wine--s -sl b-2 i=t.:11z_d tri.�je I� ,-m_�.: tfiall�+g. .�drt-1 i. sus: at.,�- z ��r, �►dfi a. k::pro: bui?din��s��Iapz. 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL G�cEs91 r_r'+T:retn::=_nt§ Th=e.. _r�+r��I en,� o c�'t..as 3 CaL'ti.71'�T.,S .��-� mEttbTB LR;LT9 wan.stlaL zz t be L?d 95 a +����=r'Te2: ;---e-a: = p: a.ed °`; + t'� �` ' int �' � s?3.t�srtlL.terial. ENERGY CONSERVATION CONSTRUCTION CODE WITH 2020 ENERGY t�-•A�mve-gTda-al2ls L�-fa--tor:a: �cifie�3 in T:'ate 8402.1.4 -As proposed 2i b::r.�er. Sian , orlo:nt-� isr+<y :b a t::ar shaut-- ss. d. CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE Soi an:angtaroe =" z Dr.o`,''ed ThsaixbnTr.e'iza-- dropped ce May of=ts�n1!lie AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO r',.erm tartce=0.90 .As pn-ax►.ed aligmed wab fte imri]c(i�L nod n.}'��5 31 the 01 C*s•;rn:�a�;c b=. ersW.a':t�Es¢.ed. �e,inswati�'s any d.-,- ed�°a _''s f�=sbill DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE T-.T4sut e a:pro�.ed Asl pr�a.ed - be sligmed wits_the air ba.•rien. �a: 1�it.�Li�rl:lit� ��,�'8 .'' cces5{R� T�'t'itS.G'rCtda�a5t� �r L`=2�3rIIL�aar: ENERGY EFFICIENCY REQUIRED BY THIS CODE. `�' ` nem: same alrmFc's�''s =�%po.ed to uTcositia3acl a:rc spaces.I]a11I'E sailed. Ll fa:tar. frac]1ab£eR402.I.4,-i,t =u'-mc'n L;'er on]rtenci, of-aIL- _Asp• =o.ed t:1;:nerin!bei ct ycot4»c:: offrarr=. 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY BUILDER AND T)pe:-,vood t;.me As purposed The j�=tio n of the foun.•�•�zan and s:Jl plate s?talI ba �ells =_l•,3L'be in�T'.:-e{tai•cotnple:elv fl�fi tlr; se:t:E ca��t}- ;tl� nr�t?r.�Sl 3z;na•. Fr�a3r .:=ta*�re POSTED ON A WALL IN THE SPACE WHERE FURNACE IS LOCATED. a�-1^O•ee-t".n Tc�8 i''loor': �S o:. zxer: tame a:_rope:.� As ^o o.ed a a 1 a M, k ks f n C;{�_-F �. L3Cbt Tj"3ti�ttr7= prop 'als Tn_j rti�n rf Lt_td�p .._rid r1�=�p c.e..ter.'v: 1:-' - vu-IL cube sealed �vt=r�artt :rrs �eat,tapa� u a�ca:ar t ea CERTIFICATE SHALL COMPLY WITH IRC N1101.14 U,-f_%-tor:a1. cif�ed in Tab1.F�-1C_.1.�# y I c';-'a,e'c _� r� walls sWI3 be insu!lei in subst3moiA.tmctant nn, s,,�I�.,, , _.�__•�3:I�_ be 21ea. coan�„� ,fl,. t : r� sairba_-rer. 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND T:�e:5'.'4�d i..c�8 �a,i F�a•�_•�'��Nll a' 4 +'� - . a C`eilin C-ro:. are-- =3�^e alp pa'-s r"propa. &�.imfo- s s'_cybEht• = dtr,-s ? a -"'c'- - '�'-e ' tdo �W 'y�°d - INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE an,l slixhg'its iod frar�gr sl3all be 5eilcri U-f-.:tor: a. sp=eifredinTableR402.1.4 propow'i SURROUNDING SURFACES. ctrl ic..ts Rini joists sh-0 isclr le the ni ba.e=. E_i_n joists shall be ins ul.'ted. ipe:,copper-itlon=isle on xRvod sheatz t]a As pro--posed Fleur firmiks cm iry irnmT ion sbnll be r-En led �s Gro... area: sa�e,a,-pn.-epos�. As proposed �.r.�l. 4. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL 1'ocfi t:=21 n!:dr_p':3 r3,..7rs=C'f utxt M.th dae L�.7' de S.'de C;0h a:MMptasce=0.7s �.gra�a:ed ofsub�oord:c]:is�.or;leo:fz�:n:ingcstit�• ENVELOPE SHALL BE INSULATED IN ACCORDANCE WITH THE CRITERIA ;7 intlti'-ir¢�ba T e gara_E azo Ta=air b+zr e=sL,la 1'�i t�?1=d at ns_, Espose�.edge in..=. Tinct;s5z'-t bs p�ttt>_d:a he canto:: ith -,,,�;unce=O. .grc a=ed canztex-eT dEoars) ofin5ulat:as. thsaps.deofslie au:z,o.cc=iuuousimUad LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN i>_ ta'_Ieda�rl:e ''nder�`d�offl�`�f mLn�a'd APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND T� :.-prated rria �'►u. '=1 ft'per3GCI ft' ceiling area ..g:rp�.ed _ a...end5 from tba be.=to the.op o: anU Type:: measprapr.eti zzwmo:ed peniniverfloor±-3mins member.. VERIFY COMPLIANCE. T . c z Z 9. �.xpozzed eam"h i:9.uave:3 aed c v.4 5 aces c}iAI be R bene a17ded t:Ir e3d o':floor]i n0ar:cn. Found:aia:: Fo:�+�tian=11 area aboz-�e be:o�n p-3dp and.cul fihar.,.tenz:tt:.s:..�.... , --� P Fr - jr.opo rev A:propo.ed C't-.;'t-Dicswalls c. ndwitHaaClassI",mr •e4tudo-U't'tb irsTsl3�.ons�,:.al] beF�anent'_1;att3Ch:dtatsa aae£lat• :na 5. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND kreQC'�"5 t3^?ti. cnz�lrtiWca�'alis 3: iDrn: =ed VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ 4A, 516A, Duct-0ifra_ut:sitv r"net=atom.�.nd ine sha�s Opo ueclaor O�rientatioa2�orth .g:�cx.ed 5h�fr:.p�8tr'itit�s ap ngta �` SdOT'e=rr<'=a'ii:9auetl `3-° s:l TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY L=faztor._.a_ a a. faze:tt-at3cfn Ecm Tal1e R,402_1.tel BVsin a,--raw ca,t:ssst.allbecutia ft_ti= 6. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED Tori az e:l"= An.pro o'ed ra.-ro�;•ca 4� e: sh:]l be fisted by iasu1:3:14;on.that �a;►Ttse gropa:�3 E?i.�n�a.'-ea,�:h_�.ra di�eFnopc:.���a�z area i.:l::i than 11 i`'srro ta�=tie' on instalbittor.rs3dh•co:ifarrai to hex. ).able TO A MINIMUM OF R-8 @a TOR GREATER DIAMETER AND R-6 @ 13exen+a:the cntidiitio=ed Eoo-.'area ca-w sp"e. DUCTS LESS THAN 3' DIAMETER. �b?1 t pkercem of rhe canditianeti Eacr a1vv.where the proposed Fl=.=_-a-e-a i z se3itor thq be vcv ded benveen:fie pxive nzd 1'5rerc�'`tor re of thew='-tionedfloora=flaarase ```d`d°�'dsPa1 7. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE �r O'tie=tstt+on X71^ tL� ib-�^t=a:to fd^�L ear�'n_�' tax a:. a.ie.i*atia:: :* Recessed li=st E."' rtes instsl:ad in the buil!i-e' Recessed 1!-=b,�xtm s ias fled in:he b fldinp -Tti=a1f'--e ;} or-- ' �,T t - Aspro:o..d i` e` 'd l'= rl~_ z"2 ac_.ape t ddbe sea!e-!to the d.•i-'..I_ t>:_�l mi-e:� sbJlb= airiws:mdICrand. AIR LEAKAGE BY AN APPROVED THIRD PARTY 11�.�. ���.61� '^4 P a � al c � 1' c z a e a n' e•' � og,rcut do on !.1�1 L-factor:n::rEIt:E6 in T3 D1?F� 72.1.' -'i'.}'7C aj 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS Bart inst0 tion sha'1 be cut iZ=vIv to fit t=Quad wirirl_2nd r3'1 bi:Lzine":.ehorwatls,cs S_-HGC.:as=r_-zif ed m T d.,!e F.402.1.2 exc*pn thzt --T ctru]are:n i±no plustbing and n-ir ig in:ul3ton P.Lt Can izstallytion ra3zbl3•Conforms to r�:i.- } iSHGC =0:�'l�hiEI-*=ea. �F"``=`c`-`d s;�da'��e`�Ce `��=iev�d��dgi=`'a�¢md 9. MECHANICAL SYSTEM PIPINGINSULATION CARRYING FLUIDS > 105E Iriedor:bdefla6on:'�_92-�G.21 S for ffia ��d�e�e:enceca�i l 0.11121 '02SH a rn-1,T:d) DEGREES OR < 55F DEGREES (SHALL BE INSULATED WITH R-3 t te d -,d I, ncme A-,pre-o.ed SLon'�er'tub on exltenor nxsT] show,u:s�:tub E stall seg_�ratE tbenc vu_am Ithe E.*.tuior r.•a 1L adj icem to sbarse:-4a:tnb sb311 MINIMUM sbowen -zd rzf1- l-`fi t" "o e p"' T b s rur b=eT shi1t--i.=tri -dbs1,irdE -strtcsla- 10.MECHANICALVENTILATION - SHALL MEET THE REQUIREMENTS IhP.ma24'[.alat�:tu...,co Nons .�+,,p,-,D`o.ed F14;cnc.0 f.3m2 bet m exo_n:K!'t'i iEs romur imizc.den,ban; €r2ir-;tt;_d.bo?:Q:.sal be OF THE IRC 2020 L 9 Install AND IMC 2020 �.1]'i�':�i.ivc]ata Of 5 3L'."�'.Slc�°:•�:LL-'f.r Jr, CjL'La'a'_"�7L]L s L .�.Zd,•'.�d.'� 218 than e: boon- per hour cli*°a to:ene ?that_=_h S at a;Yr�e. ire aft mcl .; . For re�dryn�-tt]et are not NAC'z- z e,r boons ::�'_�C r2&i.1erboors teat reaetrate builriaQ thsrtzal (50 Pa)., Q our chnnatez T` + Eh? �,a 3 DIIo,,ti��3 e�� 3� tort :�.tr?esa=eair leakizer Le im-e4^'e?�ilbsseadgm.td thes:lbf:oaror&n-t all- 11.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOADS rate a`4 the- ]e a:in tha proposed aesis3 but xc greaierthan C.C1 „. :' :- a.�3= "d=rd" de=i=" V,7i=sreclu�d to be se31E: coace_-Ie fire sprim:Iers CACU LATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY Far sp edze idem._the mea- sh::11 t>,� `t^e sealed m a�.� a=tfi.3::r.rscorr Fr Ed HERS RATER :� E3 L21]T'S r1le :tL'ai air EmElnse n'te. ConE221�_przi Ll lei C by th�r.Ginuf3'.''mxer.Cauldr s CT Othl's:stihs- i char°` se 1hint< sbal: not b-3 mid to fill v cids be';�ees re CF-1 conaidonsdia orar=_a rh-1=e-cLinicalVer•tiatioarats, spri-0-lerccr-e:p=at'-:and o.ceilings. 12. LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED :h�lll:�invdditionto the ai,-€eaj•_ aeen_te be a;pry,0led, a. Irsd�u� ut_�eCnano lopes:Ls st�Iifi��aoccr�ti.e�ziL�'epco:t:=oma ofiCE-�=�. FIXTURES MUST HAVE HIGH EFFICIENCY LAMPS Enen•�.•n�c��en. rill]~at be a..�e d fir'n�ch,�.'7.•�al�.--eattilation. 13.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL ENERGY CONSERVATION TABLE R405.5_2(1}--oon finued CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL SPEWTICATIONS FOR THE STANDARD KEt=ERENCEAND PROPOSED DESIGNS autgalltGcOk,t=OlaEPIT STANDARD 1�EFERE17GEt3E�l�Pi PliOPOJEDDESIGti CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, N. ons.e-ceptv.he me<:hankalp•en labmnisspci.liedbythe p:o- DRAWINGS, WRITTEN STATEMENTS OF MECHANICAL AIR SEAL p .edde: g-a.int�h:�:L- case: CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW EXISTING OR vent e= in UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY : l�`echanira':fntil� rn kIll'�•r=+0.0350-1_' - CFA 29.565 . (.N.-1) OWNER OR BUILDING DEPARTMENT CEI=eotsYne = °-r 14.ADDITIONS, ALTERATIONS OR RENOVATIONS.SHALL COMPLY WITH IECC 2018 WITH 2020 ENERGY CONSERVATION CONSTRUCTION Ent-3-MA st:. Dais=17.90-23.S CFA 4144 ' V,,(Btu'd:r.per dveUina=t.l Same as=*an.dard refc de.nrrL CODE OF NEW YORK STATE ARCHITECT S=ex riii•dnef�..-rmce 15.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE JEFFREY SANDS de.iplu. ::acl, tionvl n>� PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN ARCHITECT An impar):-.was:for f.n-rmp_and contena�of IS uountk-pe.squ:e foci -._"}ce i eti,�s a ther- 1:t zeal n.]_.. ` of ficrar a:ea. ma .tnnp element`:bte-ot iste- 1to Ole x1 e c- ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS EVERGREEN NY11 EAST QUOGUE, NY 11942 PHONE 631.375.5997 sttvrhue. 16.ALL EXTERIOR WALL/ FLOOR/ CEILING JOISTS SHALL BE AIR EMAIL JEFF SANY.COM F or m .;a:]'-tl oor::v}r_.8G percent cf&.or a sa cm-eyed€�_R-2' �c.lpet �:pr�go�� aucpaland_0� cent off oorci_�t=xe_ _ed ori air.. SEALED AND INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1 5tz�r-t��lui�_. For ma.-o>r-ba::e]eat"Ih.:p:o oreIbat-1.0- �-n7 ucnrecrtned -::pmpo:� APPLY A FRESH BEAD OF CAULK TO TOP AND BOTTOM PLATE PROJECT tm•TableF,4;0-.t-1o{catedan_4ei�.tP_nc sic._ cfthe��a]Is IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. ENGLEBARDT For other v.-I:,far cersnr: £or:-..and ittoicq-r-alh,-wood fir:i can- - h:prop,�; RESIDENCE A�s prop s::ed Ica•oth-z 4h:1s eIect i,:he-attn=_iri+,h^nt a haat pu=p.-Ix'he zs 845 MAPLE LANE �Ispna;�ied ce.i�rrtilirp: e'±«thic'heating rtrthaT.i a hea':pu►ra.p the He3tns,.te.n~- 't3nsar ;�r _cdesi�sllaubeas;airsc� eheatpun]pule+=tine .�;.. p.�aea SOUTHOLD ` reqx,,,etr... or Section C:4033 al:the IEC'+C-Col=s.-dA NEW YORK Canac]ty:wed in acevrdance r itli S's ctxo 8.4'03•.7 DRAWING TITLE p.rp a+ed CoaLn] lten>7s" C:�u_ ENERGY NOTES acirv: !zed ir_accord.T±ce v.ith Sectio RZ-03.+- . =:gt��go.e,3 Sin-.sae�4t a`es hea ;: _ I.. DmDo:ed T 4 tr g�os T U:*:san]e a.prep ec cert = 1 3�1-(10 ;� � Ductru:�,.t�tian: Frame,Sectoz;R403.2-1AND A thnm.al distub-a i.on,:Rtan ef3ciency(DSE)of 018 sbaE,:e applied kss tested o]'as v cif ecin 71ae SCHEDULES T m31 distribution .--tem:: t botl]tL=lip-atinan,;ewliuz=te= a f Ei ciancie:for all!:7;:;nnz:other R405-5-2(2)if not ts_ts'i (this' than to:#ed&xt vti tens.For to:ted duct ,stn ::±•e le23sw'ge,mte.�:11 in. anon.�.:.ll be an p.o na:ed'. SCALE � be 4 c s(113.3 L,'njinl Der 100 f' (9.29 m:) r ofcorldrcr.rdvrlvr:u�. NA 3-4-2021 at a pn _iLse of prantial Ca°L�_1 in^-;-e..r.-.g.('255 Pa}. DRAIMNG NUMBER Tse:i�IasJal. cooling:, tempeara.me se point=7_51:E; Th-n-mc,tat y�F .�2nue stand_udrefer=e Heating temp--ru-e ruin t= , A002 A 1 A21 -------------------------------- -I I I I 1 I I ( t • E I 1 I I I A300 t I I I i i I I I 1 I _ I I I I 1 I DOWEL AND EPDXY NEW I j FOUNDATION INTO EXISTING 1 I WITH #4 BARS 12° OC I � � � .� ... ... ..� - - - - moi � sr.. ---------------- ------------------------ -- - ---I . t I W4 COMPACTED FILL BETWEEN EXISTING AND NEW ' FOUNDATIONS, DOWEL AND EPDXY NEW SLAB IN EXISTING I `• t II $' ' 1 RADIANT HEAT STONE FLOOR ON MUD SET r OVER EXISTING SLAB :.:•`. I EXISTING L FOUNDATION TO - i REMAIN N I 0 0 ❑ I i . •: I I I I I L 2 A21 I 15'-42" Ib 1'-4" o 2q. 1 I � A20 ' r--------- I I I I- 1 /NE -------i COMPACTED O O I GRAVEL FILL1771 i 7-7PC FOUNDATION' 2 I : X 12" FOOTINGS 0g" t PIERS AT COLUMNSDOWEL AND EPDXY NEWFOUNDATION INTO EXISTING WITH #4 BARS 12" OC00 - ------- .:;�•' 1 00 � SEAL hr 1 i AREA OF WORKc. ARCHITECT JEFFREY SANDS ARCHITECT 6 EVERGREEN LANE ST QUOGUE, NY 11942 FOUNDATIONPL N: EAST 631.375.5997 1 FAX 631.576.8916 SCALE = 1/4" = 1'-011 EMAIL:JEFF@JSA-NY.COM PROJECT ENGLEBARDT RESIDENCE 845 MAPLE LANE SOUTHOLD NEW YORK DRAWING TITLE FOUNDATION PLAN SCALE DATE f "=1'-0" 3-4 2021 lDRAWING NUMBER 1 A21 16'-3" +/- 10'-3" ELEV-.-29" EXISTING AREA OF WORK WOOD EXISTING SITTING DECK 15 x 10 ' A300 ' j ELEV:-6.5" + 16'-2" j EXISTING FRENCH _ -_-_-_ DOORS ' t CN 04 3.5 -_.875 PB HDR o Iii t I + 0 r I I i l l l I I I 1 51 I IIIA I EXISTING I / "' -' � I III I I I l o HA BATH + ' °N FIXED INSULATED `� o I III I I I I = „ Ilm = 6 x -4 / I ,n_ PICTURE WINDOWS_ _ ��j i ili i IM I I f - - - - - - - EXISTING DINING EW 5.5 X 14 PB HDR' i° i i 0O ' ' ' I 1 ><CLG. ® 9'-8" 1 0 DEG ' I I I`I I I I 1 �, f --------- ------------ -------------- // // %� % 15' x 13' WING - II --------- / ------------- ------------ / -------------- FRENCH RADIANT ------------- Ao, DOORS ' HEAT STONE Ii!ji �] i I ELEV:-1 s�TLOOR I i I I *� LEV:0.0' II PARTIALLY COVERED PORCH % wP 14" TJ 360 @16"OC o 16-12 I ( I i I I ' UP I i - - - - STONE_ _ _ i 'i I I I m Qi t z I I 3.5 X 14 PB HDR I I °) 00 N o COVERED I I c Z II °° W PORCH 111+ I I IIx ' o 1 I 1CP2 I I!f I I I I c Lq 1 VIII t 15'-42„ ° Ing o 2 z �A21PF / EXISTING FAMILY ROOM/ 7 � CD x 21 EXISTING LIVING ROOM CLG. @ 9'-8" CLG. ® 9 -8CL. X 14" TJI 360 @16"OC 20 xis � r=0oS lo o ' wX M 5X14PBHR Il�i,� 1I ° EXISTING KITCHEN - -- -+ -=3.5 X 11.875 PB HDR__ � � _ ► I HH CL I I CLG. © 9'-8° ' _ -_-_-_--_ "--- ------------- EXISTING ENTRY % 15' x 20' I = I I 7-9 1 I CLG. © 9'-8" III 8„ ' SEAL / I I 10 x 26 a ► �� ' ELEV.-l" u III a I GRAD / — ----------- E — - m � I I `' ELEV:-16 / '� ----- ----------- STONE I I i i CL. O COVERED °° / _____- O EXISTING' STUDY PORCH iIII -4 ST2 7.251VLEXISTING CLG. @ g'-8" EXISTING '-6 x 5JOISTS 16"OCGUEST BA _ ~ ARCHITECT i I I 1 -" JEFFREY SANDS OVERHANG OVER DOOR ARCHITECT ' COVERED PORCH I I 6 EVERGREEN LANE I I t t EAST QUOGUE, NY 11942 I I I I PHONE 631.375.5997 I I I I FAX 631.576.8916 EMAIL:JEFF@JSA-NY.COM PROJECT 1 Ago ENGLEBARDT RESIDENCE 16'-01" 845 MAPLE LANE +/- 64'-6" 2 SOUTHOLD NEW YORK FIRST FLOOR PLAN DRAWING TITLE 1 1911 FIN. SQ. FT. SCALE = 114" = 1'-0" FIRST FLOOR SMOKE/CO HARDWIRED COMBO DETECTOR PLAN SCALE DATE "=1'-0" 3-4 2021 DRAWNG NUMBER I A2l AREA OF WORK 1 1 1 A300 EXISTING EXISTING 1 I MASTER 1 _ BALCONY ~'loo MBI ' 1 ' TIN �`�' FWH26611 FM50611 FWH26611 MASTERBATHROOM --- ---- CLG. @ 8 FT. 1 EXISTING EXISTING EXISTING I 4 " 1'-91" Lo1 i / / %/ � 3-3 3,-3" 3-11 3.5 X 9.5 PB HDR _ � 1 CI l ., a 5 RELOCATED DOOR TO C�' O° co N i BATHROOM, SWITCH ___ �' N N SHVLS BUILT-IN 15'-14° z 04 a 1 LAVATORIES AND I I _I TOILET I I 26xfi8 1 EXISTING BATH`� I (FORMER _ MASTER I i CLG. ®�8 FT. ` MASTER / EXISTING BEDROOM #4 EXISTING BEDROOM L3 8 x 8 O12' 'I , iBEDROOM) MASTER BEDROOM HALLWAY O BEDROOM CLG. @ 8� CD 2FT. CLG. � 8 FT. F JRELOCA7DI-1 O X 16 11 x 16 _ �- J -- II A2091 - - - - - - - - vpe 1 / i 6 1 0 \� CLOSET I /2X12 RR 16°OC CLG. © 8 FT. 7777 7-77. 7 77712 1 �0 11' x7' iN , Ld / F 2'-14 2-14 z SEAL ; ¢ -IN SINLr Lo 2 GALLERY i ,,` , r A21 / CL CL. u HALLWAY CLG. 8 FT. ANDERSEN ANDERSEN 1 7' x 21' TW21052 TW21052 0? ARCHITECT O EXISTING BEDROOM #2 BEDROOM#2 1 F JEFFREY SANDS CLG. @ 8'-6" BALCONY �>� 18' x 11' 1 0 62 6 EVERGREEN LANE I ARCHITECT CD EXISTING BATH �� � � �� � 1 � I XISTING LAUNDRY EAST QUOGUE, NY 11942 CLG. 8 FT. �- w O CLG. @ 8 FT. O O f _ PHONE 631.375.5997 9 x 6 N FAX 631.576.8916 EMAIL:JEFF@JSA-NY.COM --- --------i EXISTING EXISTING EXISTING EXISTING EXISTING PROJECT SECOND FLOOR PLAN: EN GLEBARDT 1 16FIN. SQ. FT. SCALE 1/411 = 11_01f Ago RESIDENCE 845 MAPLE LANE O SMOKESMOKECO HA UJIRE$ COMBO DETECTOR SOUTHOLD NEW YORK div DRAWING TITLE vel � SECOND 1 FLOOR PLAN SCALE DATE =1'-O" 3-4 2021 DRA'MNG NUMBER i AREA OF WORK j 1 1 1 1 I 1 - 1 1 1- 1 1- I i_ 1 _ 1 I 1 ® ® 1 00 I I I i GRADE—ELEV-.17.75AMSL (2)3'Ox7'1or 3'0x5'6" INSULATED I i INSULATED PICTURE WINDOWS OVER GLASS DOORS TEMPERED INSULATED (LASS PANELS ---------------- i r--------------------- ----- - ----------------------- - L-----------------, '--, � s - - s - - - - - - - - - - - - - - =j I----------------------------------------------------- -----------.....----------------------j NORTH BUILDING ELEVATION: 1 SCALE = 1/4" = F-0" AREA OF-T WORK - --_ _--__--- K i �rrr=rr=7rrr`-ar�r=�r�r'-lrrw"Yrr'71�r1-irr"=7rrr►'�Irrr'rrrrr�-�r'lrrt - _ _ SEAL - - -- - - -� EU ,,t I q (f)t S l S ARCHITECT 1 JEFFREY SANDS ARCHITECT - 6 EVERGREEN LANE - -- --- - EAST QUOGUE, NY 11942 _ � _ _ PHONE 631.375.5997 EMAIL:JEFF@JSA-NY.COM -I PROJECT = =i ENGLEBARDT i 103 I RESIDENCE I 1 o g�� 845 MAPLE LANE SOUTHOLD NEW YORK DRAWING TITLE GRADE—ECFV:—16" ELEVATIONS 3'4x5'6" INSULATED PAINTED WHITE COLUMNS j 1 I PICTURE WINDOWS OVER AND WINDOW FRAMEWORK TEMPERED INSULATED I I I L ----------------------------------------GLASS PANELS-------------------- --I----- ----------------- 1 I SCALE DATE =1'-0" 1 3-2, 2021 DRAMNG NUMBER WEST BUILDING ELEVATION 2 SCALE = 1/4" = F-0" A200 LEAD COATED COPPER ROCFING WITH 1.5:12 PITCH TO MATCH LOW PITCH RDDF ON OPPOSITE SIDE OF HOUSE ON CDX PLYWOOD, BLUE SKN HOUSE - - -- WRAP ON 2X OVERLAY FRAMING ON FLAT 2X12 016' OC RAFTERS - AREA OF WORK 1 ! ! ! 1 1 2'6x7'0' (2)2'6x7'0* 2'6x7'0" 1 - SIDELITE J INSULATED SIDELITE - ! 206 GLASS DOORS ! ! -I 1 ! 1 --I E:l I ° O iLL1 I 1 I I ! I I 3'0x5'6` INSULATED (2)3'0010" 1 { PICTURE WINDOWS OVER INSULATED I I I I I TEMPERED INSULATED GLASS DOORS I I I I GLASS PANELS I r- 1 I I ! I 1 { r-_j r----------------� L----------------------------L---------------------L--------------------------------{ ------------------------------------------ ---------------------- -------' SOUTH BUILDING ELEVATION 1 SCALE = 1/4" = 1'-0" - -- - - - SEAL - -- ARCHITECT - -- -- JEFFREY SANDS - - - ARCHITECT - - 6 EVERGREEN LANE EAST QUOGUE, NY 11942 _ PHONE 631.375.5997 - -,------_-..-. _ -__.- - - -_--. FAX 631"576.8916 EMAIL:JEFF@JSA-NY.COM PROJECT ENGLEBARDT RESIDENCE 845 MAPLE LANE SOUTHOLD NEW YORK DRAWING TITLE ELEVATIONS TF TF, 1 1 I I { I I I { { I I i I I { I I I { I i f L ----------------------------------L------------L---- ---- � I f L-------J SCALE DATE "44, 3-2, 2021 DRAWING NUMBER EXISTING EAST BUILDING ELEVATION 2 SCALE = 1/4" = P-0" A210 T - i i i L T -l- _17--- - - - -- - ' 1-- 1 .- I --" -I —, 1 =-1 _ - 1 — L -' r-- ;-r== - INTEGRATED GUTTERS - -_� � _ �-- ; 1 � I AND LEADERS TO - A REA O WORK -1 MATCH EXISTING -- - - --- -1- - - - _ _ _ _ _®_ - NEW ROOF EDGES AND — BRACKETS TO MATCH — EXISTING DETAILS ® PAINTED WHITE CLOSED CELL FOAM MAHOGANY POSTS AND INSULATION IN DECK 2X12 AT 16"OC BALUSTERS 1X4 MAHOGANY DECKING OVER �,�, MASTER EPDM RUBBER ROOFING Q0 BEDROOM 8 CDX PLYWOOD 00 2X SLEEPERS 0 7.25"LVL JOISTS 16"OC -z 14 TJI 360 _MASTER o = - i - SERIES AT 16 OC _BALCONY — i - z ri r 'i 1 r 7__ r i _m.,"i CLOSED CELL FOAM - -�_ r INSULATION IN DECK ---' - -- — SEAL SHEETROCK e •r r y 1 WALL i --;-1--,----�1- - _-r-L-�- . -- --�--;--__ EXISTING t-;,. 4•� a ,,_:_ ,,� BRICK TO r, -�-1--�--1-7 REMAIN ' • O O io ARCHITECT 1— r ---- JEFFREY SANDS - -- ARCHITECT ENCLOSED \ / 6 EVERGREEN LANE T-- -- —!--- - -- EAST QUOGUE, NY 11942 Ll PORCH PHONE 631.375.5997 FAX 631.576.8916 EMATL:JEFF@JSA-NY.COM L -1 i TI —T— - PROJECT _ _ tl �— ---_— r— - ..O ..•• a d < ... r1 a. ENGLEBARDT :.. RADIANT HEAT STONE RESIDENCE • � 845 MAPLE LANE FLOOR ON MUD SET , , •. SOUTHOLD d NEW EXISTING OVER EXISTING SLAB NEW YORK FOUNDATION FOUNDATION ( DRAiMNG TITLE WALLS a TO REMAIN SECTIONS a• Ge • d'a :p SCALE DATE ® 1 g ! 1 ® mom Emm "=1'-0" 3/2, 2021 DRAWING NUMBER PORCH SECTION I A300 R f�71W 39 , 0 ! 2X SLEEPERS 16" OC OVER EPDM MEMBRANE SPRUN II CROWN a 1" � _ o � f) L 0 wow �� z_ N m of z II m w 'id• h LVL'S 16" OC 11.25"— 9.25" TAPER 00 " r71d� 'dao 2 5/8" BEDMOLD 0 II 2 M/ gD 2 5/8R I�R " �� BED OL BEDMOLD ,co - M II II �! --- -ICV cl I 11• SEAL ! X } Or- ARCHITECT 2g" 3" 2j' JEFFREY SANDS 5.5x9.25" ARCHITECT PB HEADER BEADBOARD CEILING 6 EVERGREEN LANE (BACKPRIMED) 8» �--- M 17EASTNY 11942 PHONE 631.375.5997 FAX 631.576.8916 1.5" SQUARE BALUSTERS WITH 4" 121" SQu E in EMAIL:JEFF@JSA-NY.COM SPACING (5.5" OC) MAXIMUM 8" HBBcG SQUARE COLUMN (NO SPLIT) � JECT EoN GL BARD T E RESIDENCE 845 MAPLE LANE 04 SOUTHOLD NEW YORK DRAWING TITLE SECTIONS 7j" SQUARE it BUILDING SECTION D1 SCALE DATE SCALE 3"=1'—O" AS NOTED 3-4 2021 DRAWING NUMBER POST AND HANDRAIL SECTION DETAIL pt FULLSCALE A310 EXISTING SITTING 15' x 10' r EXISTING EXISTING MASTER 1 , o i l I11 I I i i i BALCONY 0 0 � I VIII I = I I I VIII I II " ° MB1 I " EXISTING LO N EN (I lI IIiI lI I ii =cotom U') FWH26611 FWH50611 FWH26611H BATH FIXED INSULATED MASTER BATHROOM 6 x 4" LO PICTURE WINDOWS 111_ EXISTING DINING NEW 5.5 X 14 PB HDR .'-l j j EXISTING EXISTING EXISTING CLG. ® 8 FT. " " CLG. @ 9'-8" 180 DEG I i rl I I 4 1 -9 II r ------------- --------- ------------- ------------ -------------- / 15' x 13' SWING I I lil I I 3'-3" 3'-3" 1" 3. 9.5 PB HDR FRENCH LRADIANT I I I I I I I 51" ------------ --------- ------------- ------------ --------------- 2 DOORS HEAT STONE I III ELEV:-1 1111 X X „ 4 F 00R VIII RELOCATED DOOR TO , I I I III 1 I I I r BATHROOM, SWITCH SHVLS BUILT-IN 15_1 1 ► PARTIALLY COVERED PORCH ELEV. „ „ I 11 r F==== N N 4 1 1 � 14 TJI 360 i�16 OC I I i I I TOILET RIES AND I 12'6x6'8 � I I 16-1 ILII 1 CLGST® 8 BT THS \\ _ co MF MASTER MASTER 8 x 8 _ , 0 I MASTER BEDROOM HALLWAY BEDROOM uP I 1 _ _ _ _ STONE_ _ I�I I I I EXIS NG BEDROOM 4 EXISTING BEDROOM 3 _ � ;r, BEDROOM) / I I COVERM X 14 PB HDR�� i I I I r CLG. C� $ FT. CLG. ® 8 FT. ' 1 - I � N t 1 I I = Ili I I I I 12 X 16 11 x 16 - - __-- _ (RELOCATED) 1 1 _ I I 1 C:) PORCH II r I I I ' CP2 j II r- � 11- � 1 I I I 15'-4 " , III I I 3_10 T 7-312 N 00 I I I. I i r 6-4 1 I I / 1 �ILII 1 11 1 1 DROP TO n CLOSET 2X12 RR 16"OC o I lil I 1 i TO FIRST- _ CLG. ®�8 FT. i EXISTING FAMILY ROOM/ 8-0 I = Illi 1 1 FLOOR 11 x 7 I I1 co i II I I "4 2'-1j" 2'-1�" 14' x 21'� EXISTING LIVING ROOM 1•- „ „ 4 4 CLG. ® 9 -8 CLG. @ 9'-8" 1 RISER TO CL IX 14 TJ 360 ®16 OC TO SECOND I 11 20' x 15' FLOOR I - -� - - L11 11 1 I 1 II 3.5 X 14 PB HDR 111! I I 1 1 DN I i C:) Ll" RISER TO I I __---- - ------------ — i t i TO THIRD `n I I o -____ __ -- X-11_8-- HDR-- .!��n_ I I H L WAY GA L R � FLOOR 1 EXISTING KITCHEN _ _ _ _ CL CLG. ® FT. cV I 1 - - CL. CLG. CSD 9'-8" -- ___- -�---- i t EXISTING ENTRY 15' x 20' 1 1 1 T x 21' I I 1 CLG. ® 9'-8" I = I I I 10' X 26' ELEV:-1" I I 1 I 0 CLG. ® $'-6" EXISTING BEDROOM BEDROOM #2 I I ---- ----------- STONE i i I I 1s' x 11' BALCONY / CL _ COVERED j j ,L6 I I F EXISTING BATH B2 O PORCH I I I h N EXISTING LAUNDRY ______ 0 EXISTING STUDY �, _ 1 T 725"LV I I I w CLG. ® 8 FT. CLG. ® 8 FT. EXISTING CLG. ® 9-8 -EXISTING 11 5 2 S 2 1 I Q Z GUEST BA 8'-6" x 5' I CLOSET ,JOISTS i 16"OC i7� ' 9 x 6 8 x 5 5 MEE / EXISTING EXISTING EXISTING EXISTING EXISTING I i I I I I 1 1 s COVERED PORCH 1 E SECOND FLOOR FIRE SPRINKLER PLAN 1 1 1 1 O SCALE: 1/4 "= 1'-0" 1 ___-_------ ► I FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL SECOND FLOOR s © 16 PEND WHITE 165 4.90 1 /2 RA0616 RASCO RFC 49 UNLESS NOTED OTHERWISE E FIRST FLOOR FIRE SPRINKLER PLAN = PIPE DROP CEILING ELEVATION : 18 - 7" O SCALE: 1/4 "= V-0" '— " MAIN PIPE ELEVATION . 1 � 11 N = PIPE RISER SUPPORT ECtrP et,la BRANCH PIPE ELEVATION : 18 - 11 " WITH TIiREA('s GUID FIRST FLOOR PINS () COLING ELEVATION FROM JOB REF: UNLESS NOTED OTHERWISE CEILING ELEVATION : 9' - 2" F.P. = FIRE PUMP DEFLECTOR IN DEFLECTOR DROPPED POSITION MAIN PIPE ELEVATION : 9'- 6" RETAINER MPP � -RETAINER DIMPLES BRANCH PIPE ELEVATION : 9 - 6 ELEVATION FROM JOB REF: COVER PLATE CONCEALED SPRINKLER ASSEMBLY . HOME HYDRANT U.S.Patents#8,678,032&8,905,069 NFPA-13D Packaged Residential Fire Pump & Tank SPRINKLER NOTES HH3- 150C 40GPM @ 40PS1 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFRA 13D 2016. 29 � 1 350 Gallon Water Tank —� 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS AIRE OMITTED IN ACCORDANCE 1 1Q Tank Drain Y2"(GHT) WITH NFPA 13D 2016 SECTION 8.3.5 CI-4 _g Q2 Overflow Fitting 1"(NPT) BEDROOM 0 AUtO-PITT Valve 3�4"(NPT 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL INSPECTORS 1" DROP TO HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM TEST OUTLET TO SECOND 1 .5HP Electric Motor CEILING. FLOOR -- � 240 Volt Single-Phase --© 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR, CPVC. BATHROOM 8.1 Amp (Full Load) 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, N m I 1 Y4" Discharge (NPT) IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. - Smart Riser Control System 76 —® ® Isolation Ball Valve 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY DN, 5 Test Line/System Drain --Q9 REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION 1 A2 t- I 6 40-60 Pressure Switch 0 REQUIREMENTS ETC. o Q7 Pressure Gauge - 10 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM ® Flow Switch LOCAL WATER AUTHORITIES HAVING JURISDICTION. 2 .0 N 1 1 256.0— LOCAL 1 1 1 1 1 1 O9 Discharge Check Valve —Q 1® Suction Shut-off Valve 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. 12-0 6-6 3-7 �1' 10-412 2-21-012 2-6 2-1112 N - 49 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE m m o �- Performance REQUIRED. ALL PIPES ARE TO RUN CONCEALED. UNFINISHED ATTIC UNFINISHED ATTIC Periormancevaluesbasedonmultiplepumptests.Nottorcertiflcationpurposes. 1 GPM 0 20 25 30 35 40 45 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM >YSTEM WITH REQUIRED TAMPER SWITCH AND WATER FLOW SWITCH. PSI 47 45 , 44 43141 40 39 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40° IN ALL AREAS OF WET THIRD FLOOR FIRE SPRINKLER PLAN r�� �" " �° �` ,. \.. PIPING. O SCALE: 1/4 - 1 -0 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. N 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH THIRD FLOOR F.M. STAMPING AREA 5� �o 110 _ PROPER VENTILATION UNLESS NOTED OTHERWISE W ENGLEBARDT RESIDENCE SENTRY S E N T R' 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE CEILING ELEVATION : 271 ) - 7)) 845 MAPLE LN AUTOMATIC FIRE ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC; PROTECTION SHALL INSTALL A MAIN PIPE ELEVATION .- 27 - 11 " Of SOUTHOLD, NY 11971 n PROTECTION INC. BOOSTER PUMP. — o BRANCH PIPE ELEVATION : 27 11 735 FLANDERS RD 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE ELEVATION FROM JOB REF: FIRE SPRINKLER PLAN �c'��RePa�`� FLANDERS, NY 11901 CONNECTED TO AN GENERATOR PH#(631 }723-3095 fz NO. REVISIONS DATE BY FILE 845 maple In SCALE southold.dw AS NOTED DRAWN CHEKED PROJECT # BY RFBY RM S21.3547 DATE 5/3/21 DWG. # SP — EXISTING SITTING 15' x 10' EXISTING EXISTING ------- -- = _ -_--_- 01w -_--- y3.5-TIT.875-PB-HDR-PBHDR ---_--� I � I� I I � MASTER BALCONY EXISTING i N I I ii! i I i ;' II MB1 H BATH I FIXED INSULATED 0 I I (.0rlt r- I Intl I c FWH26611 FWH50611 FWH26611 61-6" x '-4" PICTURE WINDOWS_ _ `4 1 I�! 1 I MASTER BATHROOM 1 - I I CLG. ® 8 FT. I EXISTING DINING NEW 5.5 X 14 PB HDR I ' I I EXISTING EXISTING EXISTING CLG. ® 9'-8" 180 DEG I I ri i I I I i / I 4� 1'-9 " ------------- ------------- -------------- 15' x 13' SWING I I ISI I t t t " " " - -----_--- / FRENCH RADIANT ISI I I I II� 3-3 3-3 - 1' 3. 9.5 PB HDR 9-------------- --------- ------------- ---------_-__ -------------- DOORS SHEAT STONE I ��I I I xH 51" ELEV:—t -Y F.00R j I RELOCATED DOOR TO 2 SHVLS BUILT-IN I I ELEV:0.0' " " 1 ��! I j j BATHROOM, SWITCH "' to X I I PARTIALLY COVERED PORCH 14 TA 360 ®16 OC I I I LAVATORIES AND jF- -- �' �' I I 16'-1 I i I I I I TOILET 112'6x6'8 i I I I I I I I EXISTING BATH�\ FORMER MASTER I 1 L_li I I I I � CLG. @ 8 FT. � ( _17UP _ _ _ _ STONE_ _ i I I t EXISTING BEDROOM #4 EXISTING BEDROOM #3 8' x 8' --a- ` co c° MASTER MASTER BEDROOM HALLWAY BEDROOM 11 COVERED X 14 PB HDR I j j CLG. @ 8 FT. CLG. 0 8 FT. , M BEDROOM) 1 j j o PORCH I� I I i 12 X 16 11 x 16 �_ I _ C.I_-- o (RELOCATED) li — n I A 101 1 11- q ' ' �, CP2 - I 1 I I I 15-41" ii I I I rn N 3-10 , 7_31 2 / I 00 6-4 �� 1 o i it i I I I 1 TOOP TOFIRST I CLOSET 2X12 RR 16"OC CLG. ® 8 FT. 8-0 I �I I FLOOR 11' x 7' ' EXISTING FAMILY ROOM/ I M �I I I co 14' x 21', " EXISTING LIVING ROOM 1" RISER TO i�� i� i I cJ, _ 2-14 2- CLG. ® 9 -8 CLG. ® 9-8' CL Ix �1 I �" TO SECOND �, 14 TJI 360 ®16 OC i �I I I I ' 20' x 15' ,77,7777 FLOOR �''' ` _ _ _ 1 II - - - - 3.5X14 PB HDR DN ----__--_-----_—_--_-—_ -- O -Ir -F-ICV�*`- - _ I N 1„ RISER TO- TO THIRD - 1GALER EXISTING KITCHEN _____ _ ____ _ �� HALLWAY N CLG( ® FT. FLOOR CLG. � 9'-8” CL. , EXISTING ENTRY 15 x 20 - I I CLG. @ 9'-8" = I 0o I I I 10' x 26' ELEV._I• _T I EXISTING BEDROOM #2 BEDROOM #2 CL. _ COVOERED_i t I z EXISTING BATH 0 BZ 0 PORCH I N EXISTING LAUNDRY EXISTING STUDY �, I I III x CLG. ® 8 FT. EXISTING CLG. ® 9'-8" EXISTING 11-512 ST2 7.251V_ "� I I ``' O 9Lx 6' 8 Z GUEST BA 8'-6" x 5' t CLOSET ,JOISTS 116 OC 8 x5' '-6" x5 U � 1 11 i i r EXISTING EXISTING EXISTING EXISTING EXISTING I I I I I I I I I I I I s I 1 COVERED PORCH I E O SECOND FLOOR FIRE SPRINKLER PLAN 0 FIRE SPRINKLER HEAD LEGEND �' SCALE: 114 - V-0" SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL N 16 PEND WHITE 165 4.90 1/2 RA0616 RASCO RFC 49 SECOND FLOOR s UNLESS NOTED OTHERWISE O FIRST FLOOR FIRE SPRINKLER PLAN = PIPE DROP CEILING ELEVATION : 18 7 0 -- � SCALE: 1/4 - 1 0 Q — PIPE RISER SUPPORT CUP BULB MAIN PIPE ELEVATION : 18 — 11 " N — WITH THREADS BRANCH PIPE ELEVATION : 18 - 11 " FIRST E GUIDE FCEILING UNLESS NOTED OTHERWISE PINS (2) ELEVATION FROM JOB REF. CEILING ELEVATION : g'- 2" F.P. = FIRE PUMP ' 1 DEFLECTOR IN DEFLECTOR U DROPPED POsnON MAIN PIPE ELEVATION : 9' - 6 " RETAINER WITH THREAD DIMPLES BRANCH PIPE ELEVATION : 9'- 6 " C5 ELEVATION FROM JOB REF: COVER PLATE CONCEALED SPRINKLER ASSEMBLY HOME HYDRANT U.S.Patents#8,878,032 8 8,905,069 NFPA-13D Packaged Residential Fire Pump & Tank SPRINKLER NOTES HH3- 150C 40GPM @ 40PSI ® -© 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. 29 1 350 Gallon Water Tank I —0 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE 1 Tank Drain " i WITH NFPA 13D 2016 SECTION 8.3.5 �, -g12 0 a /2 (GHT) N 02 Overflow Fitting 1"(NPT) ® ' ID `-' 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES BEAMS ETC. S EWA LL BEDROOM (3 Auto-Fill Valve 3/4"(NPT T HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM INSPECTORS 1" DROP TO , (5 EST OUTLET TO SECOND 1.5HP Electric Motor CEILING. FLOOR 240 Volt Single-Phase —© 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. BATHROOM 8.1 Amp (Full Load) ff 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, I' 1 %4" DischargeNPT IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. �- ? m Smart Riser Control > Con t o System 76 —® 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY @ Isolation Ball Valve DN. O Test Line/System Drain - —@ REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION 1 C�i) I REQUIREMENTS ETC. © 40-60 Pressure Switch o o Q Pressure Gauge - 0 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM N N ® Flow Switch LOCAL WATER AUTHORITIES HAVING JURISDICTION. 2 .0— N 1 1 256.0 N 1 1 1 1 1 1 O9 Discharge Check Valve 1 1®Suction Shut-off Valve 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. 12-0 6-6 3-7 a' 10-412 2-21-012 2-6 2-1112 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE m m C:) 49 fI REQUIRED. ALL PIPES ARE TO RUN CONCEALED. UNFINISHED ATTIC UNFINISHED ATTIC Pel"formance Performance values based on muldple pump tests,Not for certification purposes. 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED1 1 GPM 0 20 25 30 35 40 45 TAMPER SWITCH AND WATER FLOW SWITCH. 1-1 PSI 47 45 44 43 41 40 39 s � 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM I OF 400 IN ALL AREAS OF WET THIRD FLOO IRE S1PI N KLER PLAN PIPING. O - , "-' SCALE: 1/4 "= -0 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A.GENERATOR. N 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH THIRD FLOOR F.M. STAMPING PROPER VENTILATION AREA UNLESS NOTED OTHERWISE 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A RE=DUCED PRESSURE CEILING ELEVATION : 2 7"— 7" � w ENGLEBARDT RESIDENCE SENTRY S E ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A >11 — (tA p 845 MAPLE LN AUTO: BOOSTER PUMP. MAIN PIPE ELEVATION : 27 11 SOUTHOLD, NY 11971 BRANCH PIPE ELEVATION : 27 - 11 " o P35 F 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE Ld �c � � FLANC CONNECTED TO AN GENERATOR ELEVATION FR 0 M J 0 B REF: FIRE SPRINKLER PLAN 'c�RE PR � PH#(6 NO. REVISIONS DATE BY FILE 845 maple In southold.dw DRAWN CHEKED BY RFBY R DATE 5/3/21