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HomeMy WebLinkAbout48784-Z o�OS�FFa(k or_ Town of Southold 12/6/2023 y� P.O.Box 1179 o - W x.� 53095 Main Rd `may Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44802 Date: 12/6/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 7120 N Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 79.-7-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/16/2022 pursuant to which Building Permit No. 48784 dated 1/23/2023 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: addition and alterations to existing single family dwelling as applied fora The certificate is issued to Hevia JD&MM Rev Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48784 10/23/2023 PLUMBERS CERTIFICATION DATED th riz gnature Suf fe TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48784 Date: 1/23/2023 Permission is hereby granted to: Hevia JD Rev Trt 5 Redan Rd Lido Beach, NY 11561 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 7120 N Bayview Rd, Southold SCTM #473889 Sec/Block/Lot# 79.-7-7 Pursuant to application dated 12/16/2022 and approved by the Building Inspector. To expire on 712412024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $520.40 CO-ADDITION TO DWELLING $50.00 Total: $570.40 Building Inspector pF SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �o Jamesh southoldtownny.gov Southold,NY 11971-0959 1 It 0mjkrr4 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jorge & Mary Hevia Address: 7120 N Bayview Road city:Southold st: New York zip: 11971 Building Permit#: 48784 section: 79, Block: 7 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: VSC Electric Electrician: Vito Cudia JR. License No: 2351 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 19 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 9 4'LED Exit Fixtures Sump Pump Other Equipment: 1 mini-split Notes: DEN Inspector Signature: Date: October 23, 2023 Copy of 7120 n bayview rd oe souryO� 7/� /'�7,AYty c ,/ ,/* # TOWN OF SOUTH/OLD BUILDING DEPT. cou 631-765-1802 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 [ ] RENTAL REMARKS: 77t)&11 DATE 3 Z A?f INSPECTOR fJ � �aOF soblyo Y F 7 0 7100 0 f V 6 a- v � -e a/ A4 / # TOWN OF SOUTHOLD BUILDING DEPT. °ylourm��'' 631-765-1802 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 [ ] RENTAL REMARKS: br eakt r 4o 6t -FD r mf i 14c -�lnit+ j,A C�e mew. Waker NO, DATE o�J INSPECTOR ' L� � OF SOUTyo(o --- `� # # LD TOWN OF SOUTHO BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ])IPI§ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE Y INSPECTOR 24L DERET ASSOCIATES LLC Planning & Design 2310 Hempstead Tpke., East Meadow,NY 11554 Tel. 516-735-4140 Ce1. 631-943-7977 Tom@deretllc.com November 10,2023 RE:Hevia Residence 7120 N.Bayview Rd Southold,NY 11971 B.P.No. 48784 S.B.L. 79-7-7 Dear sir/madam; This is to certify that,the foundation,framing, strapping and insulation have been inspected and installed as per the approved plans at the above address under the above BP No.and meets the minimum standards of the 2020 NYS Building codes and Energy Conservation Construction Code. If you have any.questions or concerns,please feel free to contact me. f SCE !? "TNA Very truly yoFs "'` �. Thomas W ' S,RA r' i [ELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) OCR j ----------------------------------- FOUNDATION (2ND) � i� 4 ROUGH FRAMING& PLUMBING - r r� INSULATION PER N. Y. - -- STATE ENERGY CODE - 1 � FINAL ADDITIONAL COMMENTS Su act o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 dy�o a� 9 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only � � ��/ ' PERMIT NO. Building Inspector.. ® 1 Applications and forms must be filled out in their entirety. Incomplete �C ��� ._applica#ioris will'not be accepted. Where the Applicant is not the owner,an '"F � g Owner's Authorization'form(Page 2)shall be completed. S Date: OWNER(S).OF PROPERTY: Name: SCTM#100 - -- . . 0- e - es Project Addrs. ( �� _. - - -- -- 1 V- ( - �� - - -�tt' -1 - --- - - - _ ---- ------- Phone#: �J ''�..�. _-3 -- -- Email:. C`.��1CV -- Mailing Address: , ,CONTACT PERSON: Name: Mailing Address:. 5-- ch-cs-, K-)--4 -1 pq 3ff ` Phone#: ---- -- Email: l.-t' oo. 6 DESIGN PROFESSIONAL INFORMATION: Mali Adde � - ---.i -ng- .__ -d -rss:- - 2 3 � - 5 (n - -! - k - 2_.�Ccs h - - Phone#: S L J S .. Email: CONTRACTOR INFORMATION: Name: Ir -h - - - - Mailing Address M1 Pub-In --AVR-_ _ ._ � i, ..7.�' Phone#: 3( _ Le, S c� Cj Z ,3 D Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition ❑Alteration []Repair ❑Demolition Estimated Cost of Project: ❑Other $ Fi the lot be re-graded? ❑Yes ENO Will excess fill be removed from premises? ❑Yes ED/No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: „Q Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 2_ this property? Dyes FLKo IF YES, PROVIDE A COPY_ - Check Box After Reading: The owner/contractor/design professional is responsible for.all drainage and storm water issuesjas provided by.: ' Chapter 236 of the Town Code.:APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to,the Building Zone Ordinance of the Town of Southold;Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction'of buildings, " additions,alterations or for.removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements.made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.`.: Application Submitted By(print name) DAuthorized Agent ❑Owner Signature of :Applica Dat e: te _ ----- --- - -I-21_l STATE OF NEW YORK) SS: COUNTY OF St—dab_) �(xH It:Ln c ite fly` being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)ab ve named, (S)he is the AqC(t, (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 I S' day of—be l:e m ht r— 20 22. Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, * *V( Cl residing at 1 dGC,n o . Lido 1 .:e aM do hereby authorize I'a-4'1�e e_Ill a'1 C_{C A CL4 to apply on my behalf to the Town of Southold Building Department for approval as described herein. IS—IZ2 toO�wner's Signature Date TRACEY LYNNE SCHLESI(r Notary Public St°1,bi h'::iv0'ork 3 Pri owner's Name >i . `._is 4ualificdinSu;fol:,counly I Commission Expires Septembor27,20 2 L (� r11lV, )� ogUEfU� F�Ir-�all I.DING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD �Dft '�D �To Annex - 54375 Main Road - PO Box 1179 o �OF ()JJV�t)LD Southold, New York 11971-0959 4,j p Telephone (631) 765-1802 - FAX (631) 765-9502 ro-gerr(cDsoutholdtownny.gov - seand(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: --22 2q '2-3 Company Name: V SC 'P— C Electrician's Name: V;-6 C�Axk Jr, License No.: `�3 Elec. email: LU a LA&�-G i c v e ��e-c 4 v i Lv ty1 Elec. Phone No:j 1(-7 7g . �7042 ❑I request an email copy of Certificate of Compliance Elec. Address.: �4Y 1 ( '76 ,j JOB SITE INFORMATION (All Information Required) Name: S6Lf y i r t-►-eV c� Address: O 5OLLA011 Cross Street: e,� R ,� Phone No.: - 9fD ?3 3 Bldg.Permit#: V4 7 (a,L\ email: oy- ' e r,& 112 (P Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): t(o "o W er(-e-S Square Footage: Circle All That Apply: Is job ready for inspection?: M�YESDNO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches 1 Outlets'"" -� GFI's �. Surface l Sconces HH's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments I WVVV �� ` REF. 'NO. SIOOO-79-7-7 MAP OF PROPERTY SIMAATED IN SOf OLi! SUFFOLK COUNTY, N.Y. TAX DIST.: 1000 TAX SECT.- 79 TAX BLOCK.• 7 TAX LOT(S): 7 e NORTH PA ROAD S 7720'30'E S 73'02150-E S 75-02'50v E 185.00 417.10 170 ���D 338.23 A40N FOUND S 73'03'30' E HEto I � i N I 4i oN I I i 44 . I I wi e G47 CATS OR ---•-. .•--____--__ _•_•_•_•_•-•.• �:�ii ►�^PSADC 13h 12.171 ; 20. D}YEZLJNG I .. #12 �i PAVERS I M 9: I #10 SHO COMP-WD.DECAt ;- U 17.0 i PAVERS I. • j¢ - WALL i. W I Iv i ©,�e p I *� W I I one stc��H 10 3 R I #12 ILS `� #11 ��crl 13 O r + I �Y 6y— �2S 0o WIRE FENCE ATTACHED 10 W000 FENCE UP 70 f 1:ON j MON FOUND N 7"2'500 W HELD 184.-9.6 #12 i 1 PART OF LOTS 11 & 12 ON W OF LEEWARD ACRES AT.-BAMEW" FILED ON JUNE 4, 1971 AS MAP #5599 SCALE: 1=20' SURVEYED: -MAY 12. 022 ' ammmom aTEra�Troxs AND/oR ADDmoNs m nDs CERTIFIED T0: TIRE NO. 71207764 SURVEY BfARNG A LICETYSED,LAND S!/RVEYORS zu Is i A WOLA17M OF SECDON 7M OF WE NEW YORx STATE STEWART TIRE INSURANCE COMPANY pF NE COM OF TIM SURVEY MAP NOT BEMO THE LAND JORGE HEM Q'�� K GALL 0 smwwM�mw�R VAUD TRUE ssHAu Nor BE MARY"HEWA cCMDER '� CERRFM70AS!NDWED HEREON"SHALL RUN ONLY TO VIE PETMON FOR'WHOM THE SURVEY is PREPARED, THE WW * p COMPANY, THE GOVERNMENTAL AGENCY AND THE LENDING INSDTUDON LISTED ON THIS SURVEY MAP..CERDFIGDONS Emp■fe State:Land S'urvevor.,P.C. o ARE NOT TRANSFERABLE TO ADDIROMe GVSNTURONS AND/OR SUBSEQUENT OWNERS.FENCE OFFSETS TAKEN AT POSTS Frank I. Galluzzo Professional Land Surveyor i5VQlMQHMMS OR VAULTS BELOW SURFACE ARE NOT �S OS0 0 J� SHOWN.Mir OF M AND/0R EASEMENT'S OF RECORD Records ofAlbertA.Bianco-Robert B. F Holzman S Q. NOT SHOWN ON THLS SURVEY ARE Nor CDWREO. ,.Stephen J.Reid-M..Berry Carman-G. W.Haviland �toOFFM N �. AA1D° 01�HEM SE.L '�FOR w, o Yandewater&'La Robert E. Carlin-William I Daly PURPASE AND ARE NOT TO 8f USED M THE-•ERECRON OF PP- •y ADDmDNAL;STRrlCR1RM FENCEs OR OTHER IMPRovEMEN>s 1065 Glen Cove Avenue, Glen Hea4 1VY,11545 ©2022 ALL RIM RESERVED empiresurveys@aoa'com 1(516)240-6901 ORAWN"Br.JG N Y S ' F New York state Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 f' � A A A A A 112797483 KENTSTRUCTION INC. 18 ROBINSON AVENUE O 42 MEDFORD NY 11763 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HEVIA KENTSTRUCTION INC. TOWN OF SOUTHOLD 18 ROBINSON AVENUE 53095 ROUTE 25 MEDFORD NY 11763 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICYPERIOD 7DATEG 983 493-8 610171 06/29/2022 TO 06/29/2023 2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 983 493-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:I/WWW.NYSIF.COMICERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT KENT BUELL KENTSTRUCTION INC. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT S?NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:833891940 i { i s i i IIIIIIIIIIIII�iII�����Iilll111�IIIIIIIIIIII�I�IIIIIINII IIIIIIIIIilllllllllllllll SUFFOLK COUNTY CLERK RECORDS OFFICE i RECORDING PAGE Type of Instrument: DEED Recorded: 10/11/2022 Number of Pages: 4 At: 03:18:28 PM Receipt Number : 22-0145923 TRANSFER TAX NUMBER: 22-05024 LIBER: D00013173 PAGE: 642 District: Section: Block: Lot: 1000 079.00 07 .00 007 .000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $901,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $0.00 NO Comm.Pres $15,020.00 NO Fees Paid $15,415.00 TRANSFER TAX NUMBER: 22-05024 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County M 2] il - Number of pages 0F This document will be public L record.Please remove all' p Social Security Numbers priorto recording. Deed Mortgage Instrument Deed Mortgage Tax Stamp Recording Filing Stamps 3 FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax-. TP-584 Sub Total SpecJAssit, Notation or EA-52 17(County) > Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX 00 Dual Town Dual County R.P.T.S.A. Held for Appointment Comm.of Ed. S. 00 Transfer Tax Affidavit Mansion Tax Certified Copy The property covered by this mortgage Is or will be improved by a one or two Surcharge is. 00 family dwelling only. CYS Sub Total Other YES-or NO. Grand Total If NO, see appropriate tax clause on page# of this instrument. 4 1 Dist. 5 Community Preservation Fund 22036574 1000 07900 0700 007000 Real Property T Tax Service ( PDLt-)I 11C 1% ration Amount$ blQC0 Agen cy �28-jUL-22) 'CPF Tax Due $_!:a'0'_ Verification Improved 6 'SatlsfaLt[6hs/Di!�charg6s/Releases List-Property Owners Mailing Ad-dress RECORD&RETURN TO: Vacant Land TD TD �� ZIA TD Mail to:Judith A.Pascale,SuffokCounty Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# -Suffolk County Recording Page Endorsement This page forms part of the attached --- made by: (S1PEQFYTYPE OF INSTRUMENT) The premises lherein is situated in SUFFOLK COUNTY,NEW YQRK. TT TO In the TOWN of Op V 4(M In he VILLAGE_b W_ i.L QW6 ojo AMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO!RECORDING OR FILING. over i i LPt) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the ay of June ,2022 BETWEEN �G 'v6Tfadvwmlo 4 t, i&IA4, f L2 ALBERT GABBERTY&LORI GABBERTY,husband and wife,residing at 3644 Rockhill Road, Mountain Brook,AL 35223 party of the first part,and JORGE'D.,HEVIA A,.Trustees of the JORGE D.HEVIA REVOCABLE TRUST dated June 22;2022;and MA M.,-HEVIAA,Tru_steej of the MARY M HEVIA REVOCABLE TRUST dated June 22,located at: party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars($10.00) 7 paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs W successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being in the annexed Schedule(A)and made a part hereof. BEING AND INTENDED TO BE the,same premises conveyed to the party of the first part by deed dated November 25,2008 and recorded December 29,2008 In Liber 12576,Page 241,In the Office of the Clerk of the County of Suffolk- Premises known as and by: 7120 NORTH BAYVIEW ROAD,SOUTHOLD,NY 11971 DISTRICT:1000;SECTION:079.00; BLOCK:07.00;LOT.007.000 1 ;h 1 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein"'granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that1he party of the first part has not done or suffered anything i whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND4he party ofthe-first•part;-in cornpiiatine with Section 13 of the Lien Law,covenants that the pally of the first part will receive.the consideration for this conveyanceiand will hold the right to receive such;consideration as'a trust fund to be applied first for the purpose,of paying the cost"of the improvement=and,will apply the:same first to the payment of the cost.of the improvement',before using any part of the total'of the same for any other purpose.The word!party"shall tie construed'as ifit read"parties"when ever the sense of this indenture so 7 requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: i AL"ERT GAB_ERTY 1 - - - ORIGABBERTY Standard N.Y.B.T.U.Form 8002 Bargain and Sale Deed,with Covenant against Grantor's Acts-Uniform Acknowledgment ` Form 3290 I i "�evVf!"� t�t'e Policy Number: 0-8911-000918283 Date of Policy: June 28, 2022 File Number: 71207764 SCHEDULE A-DESCRIPTION ALL that certain plot, piece or parcel of land with the building and improvements thereon erected, situate, lying and being at Bayview, Town of Southold, County of Suffolk and State of New York, known and designated as part of Lots 11 and 12 on a certain map entitled, "Leeward Acres at Bayview"filed in the Office of the Clerk of the County of Suffolk on June 4, 1971 as Map No. 5599, and more particularly bounded and described as follows: BEGINNING at a monument on the southerly side of North Bayview Road distant the following three courses and distances from a monument situate at the intersection of the southerly side of North Bayview Road and the easterly side of Jacob's Lane; 1. South 73 degrees 20 minutes 30 seconds East, 417.10 feet; ] 2. South 73 degrees 03 minutes 30 seconds East, 338.23 feet;and 3. South 73 degrees 02 minutes 50 seconds East, 3.70 feet a THENCE from said point of beginning running along the southerly side of North Bayview Road, South 73 degrees 02 minutes 50 seconds East 185.00 feet to a monument situate at the division line between Lots 10 and 11 on Map of Leeward Acres at Bayview,filed as Map No.'5599; i 4 3 THENCE along the division line between said Lots 10 and 11, South 16 degrees 57 minutes•10 seconds West, 216.30 feet to a monument; THENCE North 73 degrees 02 minutes 50 seconds West, 184.96 feet to a monument; THENCE North 16 degrees 56 minutes 30,seconds East, 216.30 feet to the point or place of BEGINNING. -Schedule A Description(Page 1 of 1)- ,a; TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of SUFFOLK ss: State of New York,County of ss: On the 26th day of JUNE in the year 2022 On the day of in the year before me,the undersigned,personally appeared before me,the undersigned,personally appeared ALBERT GABBERTY&LORI GABBERTY personally known t o me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the Individual(s)whose name(s)is satisfactory evidence to be the individu al(s)whose name(s)is (are)subscribed to the within instrument and acknowledged to (are)subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/hedtheir me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/thei r signature(s)on the capachy(ies),and'that by hismer/their signature(s)on the instrument the individ js),or the person upon behalf of which instrument,the individual(s),or the person upon behal f of which the individuals)a a�0,.executed the instrument the Individual(s)acted,executed the instrument (si at nd office of individua• -in g acknowledgment) (signature and office of individual taking acknowledgment) ANTONIO CORCELLA NOTARY PUBLIC-STATE OF NEW YORK No.02CO6344419 Qualified in Suffolk County My Commission Expires 07-05-2024 DISTRICT 1000 SECTION 079.00 BARGAIN AND SALE DEED BLOCK 07.00 WITH COVENANT AGAINST GRANTOR'S ACTS LOT 007.000 Title No.71207764 _STEWART TITLE INSURANCE COMPANY COUNTY Suffolk GABBERTY STREET ADDRESS 7120 North Bayview Road ; Southold,NY 11971 TO Recorded at Request of JORGE D.HEVIA REVOCABLE TRUST & RETURN BY MAIL TO: 'MAR M.-HEVIA REVOCABLE TRUST DISTRIBUTED BY 0 ht r h i i D 0 W LL I W V ' a r- K W rc i i V , .. . - -— — — . • -. I L/I J/GUL L THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). IRODUCER CONMTA NA E:CT MARK RAMPOLLA THE RAMPOLLA AGENCY PHONE 631-213-3331 AIC No: FAX 631-213-3627 380 TOWNLINE RD,SUITE 120 E-MAIL_D SERVICE.380@AMERICAN-NATIONAL.COM HAUPPAUGE,NY 11788 INSURE S AFFORDING COVERAGE NAIC# INSURER A;FARM FAMILY CASUALTY 13803 NSURED INSURERS: KENTSTRUCTION INC INSURERC: 18 ROBINSON AVENUE INSURERD: INSURER E: MEDFORD NY 11763 INSURERF: OVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. JSR TYPE OF INSURANCE ADDL SUBR POUCY EFF POUCY FXP LIMITS JR POLICY NUMBER MM/DD MMIDDIY A X COMMERCIAL GENERALUABIUTY 3101L7463 07/25/22 ,07/25/23 EACHOCCURRENCE $ 1,000,000 CLAIMS-MADE O OCCUR PREM SES Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL BADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY❑JEC LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 3152C6368 05/19/22 05/19/23 EOtaB�INdEDI SINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY Oaccident)PERTDAMAGE $ AUTOS ONLY AUTOS ONLV $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUTE I ERH ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFlCER/MEMBEREXCLUDED? NIA (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ )ESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 7a7,Additional Remarks Schedule,maybe attached if morn space Is required) 'ERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD TOWN HALL SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 53095 RT 25 THE EXPIRATION'DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1179 ACCORDANCE WITH THE POLICY PROVISIONS. SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE @ 1988-2015 ACORD CORPORATION. All rights reserved. NCORD 25(2016103) The ACORD name and logo are registered marks of ACORD YORK workers CERTIFICATE OF INSURANCE'COVERAGE 57ATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier is.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured KENTSTRUCTION,INC. 18 ROBINSON AVENUE 6316540233 / MEDFORD„NY 11763 Work Location of Insured(Only required if coverage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,I.e.,Wrap-Up Policy) or Social Security Number 7120N Bayview Rd., Southold,NY 11971 11-2797483 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold Standard Security Life Insurance Company of New York 53095 Route 25 3b.Policy Number of Entity Listed in Box"la" PO Box 1179 . R90992-000 Southold, NY 11971 3c.Policy effective period 1/1/2013 to 12/12/2023 4. Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the'insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as de sc' d above. Date Signed 12/13/2022 By (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 NameandTitle SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DS-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1(10.17) IIIIIIIP1111°°1e2°0°�11°��1111011a�17�°!°IIIIIiI 12/14/ZZ,'I:4u t-M License nas open renewvu From:monthlycalicensingrenewafs@suffolkeountyny.gov, To:KENTBUELL@AOL.COM, Subject:License has been renewed Date:Wed,Dee 14,20221:23 pm Hello, Your license,,has been renewed and will next expire on 7/l/2024.You will receive an email reminder to renew your license approximately 30 days before that date. If you need more information please contact Suffolk County Consumer Affairs at consumer.affairs@suffolkcountyny.gov. Please leave us feedback at licensing@suffolkcountyny.gov DIVISION OF CONSUMER AFFAIRS Suffolk County Department of Labor,Licensing&Consumer Affairs Rosalie Drago--Commissioner Steven Bellone--Suffolk County Executive LAG. https:Hmail.aol.com/webmail-std/en-us/PrintMessage 1/1 Generated by REScheck-Web Software Compliance Certificate Project Hevia Addition Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg.faces 0 deg.from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7120 N. Bayview Rd. Jorge Hevia Thomas Winnes,RA Southold,New York 11971 7120 N.Bayview Rd. Thomas Winnes,Architect Southold, New York 11971 2310 Hempstead Tpke. East Meadow,New York 11554 516-735-4140 Tom@deretllc.com Compliance: Passes using UA trade-off Compliance: 13.0%Better Than Code Maximum UA: 154 Your UA: 134 Maximum SHGC: 0.40 Your SHGC: 0.31 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Ceiling 1:Cathedral Ceiling 625 49.0 0.0 0.022 0.026 14 16 Wall 1:Wood frame,16"o.c. 212 21.0 3.0 0.048 0.060 5 7 Orientation:Right side Door 1:Glass Door lover 50%glazing) SHGC:0.26 40 0.300 0.320 12 13 Orientation: Right side Window 1:Wood Frame SHGC:0.32 30 0.280 0.320 8 10 Orientation:Right side Window 2:Wood Frame SHGC:0.32 30 0.280 0.320 8 10 Orientation:Right side Wall 2:Wood Frame,16"o.c. . 288 21.0 3.0 0.048 0.060 9 12 Orientation:Back Window 1:Wood Frame SHGC:0.32 45 0.280 0.320 13 14 Orientation:Back Window 2:Wood Frame SHGC:0.32 45 0.280 0.320 13 14 Orientation:Back Project Title: Hevia Addition Report date: 11/17/22 Data filename: Page 1 of 10 r i Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Wall 3:Wood Frame,16"o.c.Orientation:Left side 212. 21.0 3.0 0.048 0.060 7 9 Window 1:Wood Frame SHGC:0.32 30 0.280 0.320 8 10 Orientation:Left side Window 2:Wood Frame SHGC:0.32 30 0.280 0.320 8 10 Orientation:Left side Floor 1:Ail-Wood Joist/Truss 625 19.0 0.0 0.047 0.047 29 29 Compliance Stateme t. The proposed building design describ ere s'stent the building plans,specifications,and other calculations submit ubmi d with the permit application.The pr163 n d igned to meet the 2018 IECC requirements in REScheck Versio .REScheck-Web and to comply with t eh isted in the REScheck Inspection Checklist. d� 'CO Az� Date � d 02�dg°` OF Project Title: Hevia Addition Report date: 11/17/22 Data filename: Page 2 of 10 r REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requlrements: 76.0% 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/Assumptions &Req.ID 103.1. ;Construction drawings and =❑Complies ;Requirement will be met. 103.2 :documentation demonstrate : ;❑Does Not [PR1]1 ;energy code compliance for the ti ;building envelope.Thermal ;❑Not Observable : :.envelope represented on ❑Not Applicable ; ;construction documents. 103.1, iConstruction drawings and , ❑Complies 103.2. :documentation demonstrate E �❑Does Not 403.7 ;energy code compliance for 1 ; [PR3]1 ;lighting and mechanical systems. ' ❑Not Observable AD !Systems serving multiple = ;❑Not Applicable ;dwelling units must demonstrate { ;compliance with the 1ECC { :Commercial Provisions. 302.1,. Heating and cooling equipment is{ Heating: ; Heating: UComplies 403.7 sized per ACCA Manual S based : Btu/hr : Btu/hr UDoes Not [PR2]2 Ion loads calculated per ACCA : Cooling: Cooling: Manual J or other methods : gtu/hr Btu/hr ;❑Not Observable i approved by the code official. 1 ;❑Not Applicable ; Additional Comments/Assumptions: J 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3• Low Impact(Tier 3) Project Title: Hevia Addition Report date: 11/17/22 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 'A protective covering is installed to ❑Complies Exception:Requirement is not applicable. [F011]2 iprotect exposed exterior insulation I❑Does Not and extends a minimum of 6 in.below J grade. ;❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls(❑Complies ;Exception:Requirement is not applicable. [FO12]2 sinstalled. ;❑Does Not ;[]Not Observable T]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hevia Addition Report date: 11/17/22 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-fin Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Glazing U-factor(area-weighted ', U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;table for values. ;average). � � �❑Does Not 402.3.3. 402.5 ;[]Not Observable [FR2]1 ; I !❑Not Applicable 303.1.3 ;U-factors of fenestration products! ?❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance j ❑Does Not ;with the NFRC test procedure or00 ; ;.taken from the default table. ,ONot Observable ❑Not Applicable ; 402.4.1.1 :Air barrier and thermal barrier ; ;❑Complies ;Requirement will be met. [FR23]1 ;installed per manufacturer's ;❑Does Not instructions. , ;❑Not Observable ❑Not Applicable 402.4.3 {Fenestration that is not site built 10Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting 1 ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable I or has infiltration rates per NFRC I f ;400 that do not exceed code ;ONot Applicable , limits. 402.4.5 IC-rated recessed lighting fixtures; [ Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish 1❑Does Not and labeled to indicate s2.0 cfm ; ' leakage at 75 Pa. i❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics f i❑Complies [FR12]1 :insulated>=R-8 where duct is I I❑Does Not >=3 inches in diameter and>_ ' I 00 R-6 where<3 inches.Supply and ❑Not Observable ; ;return ducts in other portions of ,❑Not Applicable ;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 I ••!❑Does Not ;joints/seams compliant with 40D ;International Mechanical Code or ; i❑Not Observable ;International Residential Code,as y❑Not Applicable ; applicable. 403. i Building cavities are not used.- ❑Complies Requirement will be met. [FR15] ducts or plenums. t❑Does Not I 101 „❑Not Observable ;❑Not Applicable 403.4 f HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105 QF or chilled fluids I ;❑Does Not below 55 QF are insulated to zR- ;❑Not Observable ;❑Not Applicable 403.4.1 ;,Protection of insulation on HVAC 1❑Complies ;Requirement will be met. [FR24]1 1 piping. ❑Does Not l� {❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 i?-R-3. ,❑Does Not U ; ;❑Not Observable ;❑Not Applicable 403.6 ;Automatic or gravity dampers are; iOComplies ; [FR19]2 i installed on all outdoor air ;❑Does Not I intakes and exhausts. ;❑Not Observable ;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hevia Addition Report date: 11/17/22 Data filename: Page 5 of10 Additional Comments/Assumptions: 1,1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hevia Addition Report date: 11/17/22 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 "All installed insulation is labeled ; UComplies !Requirement will be met. [IN13]2. or the installed R-values ElDoes Not J i provided. ❑Not Observable j j❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- !❑Complies ;See the Envelope Assemblies 402.2.E 1 Wood ;❑ Wood El Does Not ;table for values. jlN111 �] Steel ;❑ Steel ONot Observable U ;❑Not Applicable I I I 303.2, ;,Floor insulation installed per i, " ;❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and f ;❑Does Not [IN2]1 ;in substantial'contact with the ; V :underside of the subfloor,or floor ❑Not Observable !framing cavity insulation is in 1 ;❑Not Applicable :contact with the top side of sheathing,or continuous , !insulation is installed on the f :underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 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 Yz of the n Wood {❑ Wood {❑Does Not table for values. 402.2.E ;wall insulation on the wall I Mass j Mass :[]Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ;❑ Steel El Steel ❑Not Applicable j 303.2 ;Wall insulation is installed per ;❑Complies ;Requirement will be met. [IN4]1 I manufacturer's instructions. i I01)oes Not , i❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier.1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hevia Addition Report date: 11/17/22 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;,Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood UDoes Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.E[Fill, j❑Not Applicable 303.1.1.1.;Ceiling insulation installed per ;❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ;❑Does Not [FI2]1 ;Blown insulation marked every 300 ftz. ,❑Not Observable ;❑Not Applicable ; 402.2.3 Vented attics with air permeable ; ;❑Complies ;Exception:Requirement is [FI22]2 !insulation include baffle adjacent ;❑Does Not !not applicable. Ito soffit and eave vents that i extends over insulation. } ;❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [FI3I1 1 insulation aR-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; AC_H 50= { ACH 50= ;❑Complies [FIl7]i each in Climate Zones 1-2,and ;❑Does Not ; <=3 ach in Climate Zones 3-8. ; :,[]Not Observable ; ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 (determine air leakage with I 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 j ;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 j ;including the manufacturer's air ; handier enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 1❑Complies [F14]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 ;Air handier leakage designated i❑Complies ;Exception:Requirement is [F124]1 jby manufacturer at<=2%of ❑Does Not not applicable. design air flow. ; ❑Not Observable I ❑Not Applicable 403.1.1 Programmable thermostats ; ;❑Complies ;Exception:Requirement is [FI9]2 installed for control of primary :[]Does Not !not applicable. heating and cooling systems and initially set by manufacturer to y I[]Not Observable I code specifications. !❑Not Applicable) 403.1.2 E Heat pump thermostat installed ;❑Complies ;Exception:Requirement is [FI10]2 ion heat pumps. ;❑Does Not not applicable. { ; ;❑Not Observable y UNot Applicable 403.5.1 SCirculating service hot water ;[]Complies :Exception:Requirement is [flll]2 systems have automatic or ❑Does Not ;not applicable. accessible manual controls. ;[]Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hevia Addition Report date: 11/17/22 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 iAII mechanical ventilation system; ;❑Complies ;Exception:Requirement is [FI25]2 i fans not part of tested and listed ❑Does Not not applicable. HVAC equipment meet efficacy and air flow limits per Table ; ❑Not Observable ; 1;403.6,1. '[]Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Exception:Requirement is [F126]2 Ithrough one-or two-pipe heating ! i❑Does Not :not applicable. systems have outdoor setback control to lower boiler water ; ❑Not Observable {temperature based on outdoor j❑Not Applicable j j temperature. j 403.5.1.1 Heated water circulation systems ' ;❑Complies I Requirement will be met. [F128]2 have a circulation pump.The ` ❑Does Not system return pipe is a dedicated!' return pipe.or a cold water supply; hNot Observable I pipe.Gravity and thermos- ❑Not Applicable j {syphon circulation systems are not present.Controls for I circulating hot water system 1 pumps start the pump with signal l for hot water demand within the {occupancy.Controls automatically turn off the pump I !when water is in circulation loop I is at set-point temperature and no demand for hot water exists. 403.5.1.2 E Electric heat trace systems ; I❑Complies ;,Exception: Requirement is [F12912" ?comply with IEEE 515.1 or UL ; ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ; t❑Not Observable f heat tracing to maintain the ❑Not Applicable desired water temperature in the {piping. t 403.5.2 ;Demand recirculation water ; ;❑Complies ;Exception:Requirement is [F130]2 systems have controls that I j❑Does Not ?not applicable. i.manage operation of the pump ; and limit the temperature of the -]Not Observable , water entering the cold water } ;❑Not Applicable ; piping to<= 104QF. 1 403,5.4 'Drain water heat recovery units i ;❑Complies 1 Exeeption:Requirement is [FI31]2 tested in accordance with CSA ❑Does Not :not applicable. B55.1.Potable water-side pressure loss of drain water heat I❑Not Observable recovery units<3 psi for ;❑Not Applicable individual units connected to one or two showers.Potable water- side pressure loss of drain water jbeat recovery units<2 psi for individual units connected to Ethree or more showers. I I I 404.1 {90%or more of permanent , '❑Complies ;Requirement will be met. [FI6]1 fixtures have high efficacy lamps. i01)oes Not ❑Not Observable I ❑Not Applicable 404.1.1 Fuel gas lighting systems have ;❑Complies ;Exception:Requirement is (F123]3 i no continuous pilot light. UDoes Not not applicable. ;❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. ! ;❑Complies ;Requirement will be met. [F17]2 } j❑Does Not tlNot Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hevia Addition Report date: 11/17/22 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 H Manufacturer manuals for UComplies [FI18]3 mechanical and water heating !ODoes Not ;systems have been provided. ,ONot Observable „ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hevia Addition Report date: 11/17/22 Data filename: Page 10 of10 a 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 24.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling 1 Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.32 Door 0.30 0.26 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments APPROVED AS N TED OCCUPANCY OR DATE• ��3 a 6.P.&A USE IS UNLAWFUL fl FEE` �o, � BY: WITHOUT CERTIFICif 6311-76 B802 NOTIFY D8AM TO PM FOR THE OF O V V U ING DEPARTMENT ATR'-',�,V FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION �� � Qr- 4. FINAL-CONSTRUCTION MUST �;.,_rl 'L,� W; �-1 ALL BE COMPLETE FOR C.O. T�PIT ONS OF tj-pv Y(�FR'K S;ATE & ALL CONSTRUCTION SHALL MEET THE ED AND coN REQUIREMENTS OF THE CODES OF NEW Ac }��QU I YORK STATE. NOT RESPONSIBLE FOR sovom 100ZBA DESIGN OR CONSTRUCTON ERRORS SOpOLD TOWN PLp,NNING BOARD SOtnH41-D SOW►d TRUSTEES DEC CARDING REQUIRED TRUSS P� - ��IAEfl RETAIN STORM WATER RUNOFF �. PURSUANT TO CHA ER 236 OF THE TOWN CODE' erior ltghti�� All61ct iced.01 repa� �ed Shall co fcr� o pteX 11 c,h e of the °` �� Q0 Ex t ST - 3 UEC�C�o�t--1 S Pk\S 7 1`7\0 V�J ;t 5tr.,,a' tt...�.�,- OvuZ '2- 5 Qkc, tr" IQ5UL. , OQ l5 QoOrt� i-EL`t'- Ott-T`ME� r(' t(�., .tom-,.t, •.G�X�., t� �CT�t�tC�'.._. CAI.•15T"fLU L-C'� 22.�' x 8.C?' Fi'�.4tST" U�� ��t�tUt.-. �" ►!2" G..�CCa �.��� C�' l U'TT�?.1t�z_ 5 t�� �✓� R- Z t w( 200� O�/c=Z ------ 1�tEW tt•.ITt=-i�...tc�'Q._ PAtZ�'"tTl O�..11 - Z��t Fi'.A,t--�t�t G,,_ � o.C-. .N/ ttt:„ c_Y-k-) cz-)� , rbo-TIA Co" PL.- t1s.I`.1 C-E.. � P2o���F� EXX.l �T �a Q t'tk.t 0I � 1- STY AmtTtoo IR1S.tAS -t7w.& t`�ot-t PL C wl�ts -tit C 25.o' x Z5 0`� ~�5 co t7C MKS "r Aa— wo2dG, &WV-L- I - - 5� .S�otc�=._.. `�- Crt`ca�2, cdu�o�r� -M -�-�t� �.OL=� AQ �� c�v�nc�u C416-7 �� \1J O -it-1E 77 VA-.1 0� �C�'�\cX.i`;, 1 3tLD4t.,i� t-' , Y 'Rb f,�:._ -0- co -1- L c i-0�,.. � s CO �.�, Rl �! General Notes: �=t=t CIEl.!G'(' pt=- 'Tt l� 2s7 L O CZ 1 E1..\7 /�.(_._ i�Xt s'T r J R . c /if The Architect has not been retained for any supervision or observation of the work and his responsibility is limited to accuracy of the plans. 4G'2- e dimensions r hscaled. Noted s ns shall take precedence over those E: ," �q�� 2�' 11 Any omissions or change in these drawings should be brought to the attention of the Architect Q prior to all construction and/or installations by the contractor or owner. The contractor shall verify all conditions in the field. The contractor shall field verify the location and depth of all underground utility piping prior K1.1Uvcll.�-"�G�. , CAE l�fit= A.\1Z > Ptz?E'05�blva&4._ 9 R• , �EGt to the proposed construction excavation. JU©G�.r�ll 4•.tT� �t1-l��t, .1pe.A" 5 �� ( required � '"` 1�1 CA1t'. \O `Iks �R.E Iva CW r--A PLIb.1.� W(TTA The contractor shall brace,shore,reinforce and/or underpin all neighboring structuresas q -�-�� �� ���•j �� - -Y �OVSt.iZ�/bTtO 1�� for safe operation. All site development including retaining walls,sidewalks,plantings,etc.by others. All labor,materials and construction shall comply and confirm with rules,regulations,codes and 185, 00 local authorities having jurisdiction over the work design criteria: �� ' �� � �^ X ��✓�� ,� /�,,�b� 2020 NYS Code Books 2020 NYS Energy Conservation Construction Code Soil bearing value assumed at 1 ton per S.F.All footings to bear on virgin soil(3'-0"min.below grade). LO'T L\O, 01 k (R 5 Concrete to have min.compressive strength of 3000 P.S.I.&5 to 7%air-entrainment @ 28 days. �, �tQ EZTI-1 Qj b YV I F—V/ RQA� LC3'C- CO�/"�c4A�� � �'Qfo (804 2..• Anchor bolts to be min.5/8"diameter located at Y-0"max.on centers. 1 foot max.from each end of side,and a min.of two anchor bolts in each sill piece. L6T ARCA, x Zo = t V V- . l.oT CoVEQ 'E-- yo,011 �- . 2c� = 8)CO'L14 t-� ter WV All lumber to be American standard sizes,Hem/Fir#2 or better.All structural lumber to be grade marked prior to delivery to site and subject to inspection. ACTUAL- LO--r- Covc-Z -,' Double studs at all openings in exterior and bearing walls.Double all joists,headers and trimmers t t� t around all openings and under all partitions.Use Teco hangers or connectors where required �-xt �..�`�� - 1£�1F.� = L{ x. ? •�{ 4 C 1`t•3 1U C� �..// `` t.....- 1 V (or approved equal). t! 2.N.0 2.0�, .� 17--V IC -1.-7 All headers to be min.(2)2x8 unless otherwise noted. (wQt�C t, - 6015 _ Z.�•O ' U �C 22�5 x,�.0� Provide min. 1"x 2 %s (actual size)mitered cross bridging max.8'-0"o.c.For floor joists or equivalent _. metal bridging. 2,(o'L.'J - or l.1Jt- GOUE►2AGr SEC. 7q All interior partitions to be 2 x 4 wood studs,standard grade with • Double- up floor joi is under partitions running parallel to joist gypsum board on both sides.Double- " IX 7 Gypsum board to be 1/2"tapered edge"sheet rock"taped and spackled(3-coats)or equal;unless IZ_yo otherwise noted on drawing. All glazing shall be insulated,high-performance glass(i'.,=.32)unless otherwise noted. Provide flashing at all roof,wall or other intersections.over heads of all openings and under sills of ` 1 all windows and doors.Caulk all joints exposed to the weather. Roof covering shall be in accordance with Residential Code of NYS Sec.R-905 All structural steel shall be min.36,000 p.s.i. I \\� `► ��11 LS ., �� F--I�Y I �-\ All electrical work shall be performed by a licensed electrician and inspected by the Board of Fire i .. Underwriters as per the N.E.C. . B `7 120 Q , (?j/aH wF_Vt-/ All plumbing shall be installed by a licensed plumber in accordance with the Plumbing Code of NYS. oRC Curbs,curb cuts and paving must conform with all regulations and requirements of the Department of �� 5 W INN Public Works. TP 02429�` S1 G - 73�5- LI I L40 i t-2_S- 2z. ot-= 10 0240 Cif\../ \� ,` '`` � , tL • '�/ iO�/ ^ ^ �� ` � 1V�111 � .J✓y''4.`5,`eH,a�1 � N`W \ V V 1� 4r/. W V CO _ VE - 511'1P Ot.k NDW� _ _- _- _ _ _ _. _- _. _ 4 i icy 0 i 0 g, . 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L 4- 0 E�-V7 LrAxEi—> cli CA->.ecLTr;!n> w/ -T AC)A\- LiL� Z:' -67L AUC4 QCCT- um5 0) -c-Arif-Z-40 C-N 30 eo A I�L .,WIN J" C) � 02400 10 14E-v - 73,5-- q190 I\- C-5-1 oF- \0 \Z� � xtrsT C-1-AtMuE C ��Pi-1A.C.T vN1 t�1�l..E� Xp Z: 7_7 X 71 J-TEr�S io Ca21�� i-E�2 Cs�z E , 22 �2 vIw**_fL - � 51D1tJ � �E LIEVA�T or. 4 .SCAc. 1I L4 _ 1 _ C) MR_ - MRb PF \/s/u lJ_D N�)o RktF__ ' E7-D'R�b 9R T=T 1 O Q w t ktt D V/ ci- V: )009, -71 OL� .�c�t�w Qk . tPZO-rEct-toL_t o� EX-r'FD_Ok_Z. vAQOaws a CIAR>S tZS -c t Typ SiZ..E - �,��14,�Dq �.13Rt5 S CAE:_ .aD .STZc�L`cvtZ� t�At�t�--5 11' ��" �V•t�ER�`>o�! - cxw I S (o . �// � M 1 tt , '-TU IG�t,tt��� Ot= �'2'' �' A, 1"1b►�iMt1M .Si��.!•S C?�° �� _..._____._._�._� _ 2" '�L`( �• �s'� ." P/�. tkcL > St��L1- � C� Ea" T '' (�a�jE(---� b 5=11 sl8° x- y'-t t��8' A�L�t�Z.SOt1 - UCu1 Z5 LA Z 'tu� �Cls.�..�`� C��4�t 1 t�4S w�A.'t-T"AC_1-•t M F._.t��- k-1 AZ�WA►Z� {�Zc���C� C 5-1 l l y � �-1 1� A�.tfl�2ti,v�.i - �=u/G Gc�R 1 � ���� � ,r Z'J 1 O t��t-1�'�_,�.� T�C.� -� �._._ 1 t� 5.0" G' 8" 1-t.o. P+ ...Y i 02 i -- -- _-------._.- . — _ . j _..._._ -..- ��. - - - Cof w 2Atc...►vG,- I �?� TO CJ2�Di atEt�s TO �r V1 M`CL- ------------4LJ ].I- I ... jp_- Yll D ( �'' /� � ( 1.. 1 � D �V--V/-�7-1 �R l'�•....! �6 ARCy/T� 50C�'C�-�O t�C� , t-1.`P, ►lit`7 I CO W IN Npo S I G • 736- LINO 1 t- 25- Z.Z. <:JI;r to Generated by REScheck-Web Software Enemy Notes: TABLE N11024.1.1(R402.4.1.1) vf,Y;�.BARRIER AND INSULATION INSTALLATION' Compliance Certificate COMPONENT A11Zf1ARRiER CRITERIA INSULATION INSTALLATION CRITERIA 1. All construction shall comply with the 2020 NYS Energy Conservation A continuous air barrier shall be installed in the building Construction Code,The authority having jurisdiction shall be permitted to determine envelope. an energy efficiency program to exceed the energy efficiency required by this code. General requinements The exterior thermal envelope contains a continuous air Air-permeable insulation shall not be used as a sealing barrier. material. 2. A permanent certificate shall be completed by the builder and posted on a wall in Breakaorjointsin the air barrier shall besealed. Project Hevla Addition the space where the furnace Is located Certificate shall comply with NYSRC N1101.14 The air barrier in any dropped ceiling or soffit shall be aligned with the insulation and ary gaps in the air barrier 3. Ceilinglattic sealed• aligned insulation su l with the iany dropped ceilingfsoflit shall be Attic or crawl space access shall be weatherstripped and insulated to a level equivalent Access openings,drop down stairs or3-nee wall doors to Energy Code: 202E IECC to the Insulation on the surrounding surfaces. unconditioned attic spaces shall be sealed. Location: Southold, New York Cavities within comers and headers of frame walls shall Construction Type: g y 4. Installation-the components of the building thermal envelope shall be installed in accordance 'lhejunctionofthefoundationandar'llplateshallbesealed. be insulated by Completely filling the cavity with a YPe Sin ledami! P g P materitl having a thermal resistance of not less than R-3 Project Type: Addition With the criteria listed in table 402.4.1.1 Where required by code official,an approved third walls lhe junction of the top plate and the top of exterior walls W;nch party shall inspect all components and verify compliance. shall be sealed. Orientation: Bldg.faces D deg.from North Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and in continuous Climate one: 4 (5572 HOD) 5. Testing-Building or dwelling unit shall be tested and verified having less than or equal to alignment with the air barrier. Permit Date: 3 ACH50 in CZ 4A,5,6A.Testing shall be conducted by an approved third party. windows skyGghtaanddoots �aa framing and skylights,and the jambsof windows and doors.shall be sealed Permit Number. - 6. Ducts-Supply and return ducts in attics shall be insulated to a minimum of R-8 @ 3"or Rim joists Rim joists shall includethe air batrier. Rim joists shall be insulated. greater In diamer,and R-6 @ ducts lessthan 3"in diameter. Floor framing cavity insulation shall be installed to Construction Site: Owner/Agent: Designer/Contractor: maintain permanent contact with the underside of 7120 N.Bayview Rd. Jorge Hevia Thomas Winnes,RA 6a. Duct sealing-Ducts,air handlers and fiter boxes shall be sealed. �including The airbatriershallbeinstallcdatanyexpoaededgeof insulation ckin�mAlternatively, vely,flo the to cavity Southold,New York 11971 7120 N.Bayview Rd. Thomas Winnes,Architect insulation. tsoopp garages- sheathing or continuous insulation installed on the Southold,New York 11971 2310 Hempstead Tpke. 7. Duct testing-Ducts shall be pressure tested to determine air leakage by an approved third party. underside of floor framing;and extending from the East Meadow,New York 11554 bottom to the top of all perimeter floor framing members. 1 -7 -4140 8. Building cavities shall not be used as ducts or plenums. crawl space wens Exposed earth in unvented crawl spaces shall be covered Crawl"cc insulation,where provided instead of floor Tom@deretlle.eom with a Class I vapor retarder with overlapping joints taped. insulation,shall be permanently attached to the walls. 9. Mechanical system piping insulation carrying fluids>55F degrees shall be Insulated with Shafts,penetrations Duct shrf<x,utility penetrations,and flue shaftsopening to R-3 Minimum. exterioro.. -onditionedspaceshallbesealed.RIP - au • - '', a 3 'tt- :'• -', : - Batts to be installed in narrow cavities shall be cut to fit 10. Mechanical ventilation-shall meet the requirements of the NYSRC/MC. Narrow cavities _ or narrow cavities shall be filled with insulation that on Compliance: 13.0%Better Than Code Maximum UA: 154 Your UA: 134 Maximum SHGC: 0.40 Your SHGC: 0.31 installation readily conforms to the available cavity space. Better or ware Than code index rertens how nose an cornpllance the house is cased on code trade-off rules. 11.Equipment sizing-Per ACCA manuals,based on loads calculated er ACCA manual as It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. As provided by third party HERS Rater. P J Garage separation Air sealing shall be provided between the garage and - conditioned spaces. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade Recessed lighting Recessed light fixtures installed in the budding thermal Recessed Ugbi fixtures installed in the building thermal assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 12.Lighting-A minimum of 90%of permanently installed fixtures must have high-efficiency lamps. envelope shall be sealed to the finished surface. envelope shall be airtight and IC rated. In exterior walls,batt insulation shall be cut neatly to fit 13.All HVAC,Plumbing&electrical systems shall meet the NYSRC chapter it Energy Plumbing and wiring - around wiring and plumbing or insulation that on efficiency,NYS mechanical code,NYS energy conservation code. installation,readily conforms to available space,shall Envelope Assemblies It shall be the responsibility of the General contractor to submit in detail the design, extend behind piping and wiring. TheevbnrrierinstalleGatexteriorwallsadjacentto calculations, drawings,written statemeits of the mechanical,air conditioning,ventilation, Showerhub on exterior wall aheairsartdmbasalldateatethewallfromtentthe owttor Exterior walls adjacent to showers and tubs shall be 1x 3.-1 heatingsystems(new,existingor u ceded) stamped b a professional engineer If required b tub. insulated' : t jF t'a ' � at jx air ?• s t the Owner or P9 P Y P 9 q Y The air barrier shall be installed behind electrical anBuilding Dept. Electric hone box on exterior wa is communication boxes.Alternatively,air-sealed boxes shall - be installed. Ceiitng 1:Cathedral Ceiling 625 49.0 0.0 0.022 0.026 14 16 14.Additions,alterations or renovation;shall comply with 2020 NYS ECCC. HVAC supply and return register boots that penetrate Wall 1:Wood frame,16"o.c. Unaltered portions of the existing building is not required to comply with this code. HvXC register boots building thermal envelope shall be NOW to the subfloor, wall covering or ceiling penetrated by the boot.212 21.0 3.0 0.048 0,060 5 7 Orientation:Right side 15.Minimum one Programmable thermostat shall be provided for each separate heating and cooling Where rapriredtobes«aed,Concealed fire sprinklers shall Door 1:Glass Door(over 50%glazing) system in accordance with section NI103 Control Systems only be scaled in a manner that is recommended by the Concealed SHGC:0.26 40 0.300 0.320 12 13 sprinklers manufacturer.Caulking or other adhesive seslania shall not - be used to fill voids between fire sprinkler cover plates and Orientation:Right side 16.All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance with walls or ceilings. Window 1:Wood Frame Table R402.4.1.1.Apply a fresh bead of caulk to the top and bottom plate immediately prior - •• -- SHGC:0.32 30 0.280 0.320 8 10 to installingInterior Orientation-Right side gypsum wall board. Window 2:";nod Frame SHGC:0.-2 30 0.280 0.320 8 10 Orientation:Right side Wail 2:Wood Frame,16"o.c.Orientation:Back 286 21.0 3.0 0.048 0.060 9 12 Window 1:Wood Frame SHGC:0.32 45 0.280 0.320 13 14 Orientation:Back �"��"' sat DIAhtTER �� & Window 2:Wood Frame SHGC:0.32 45 0.280 0.320 13 14 Orientation:Back Wall 3:Wood Frame,16"o.c. Orientation:Left side 212 21.0 3.0 0.048 0.060 7 9 ...... Window 1:Wood Frame SHGC:0.32 30 0.280 0.320 8 10 REFLECTIVE RED ��'} - a REFLECTIVE WHITE Orientation:Left side PANTONE R1aT . Window 2:Wood Frame ° SHGC:0.32 30 0.280 0.320 8 10 { Orientation:Left side 1 Floor 1:All-Wood Jo)SVTruss 625 19.0 0.0 0.047 0.047 29 29 d, Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 20181ECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. M:� w 1/2" The construction type STROKE devignaticn shall be allns "ll","Ill's"Wor"Vet to Indicate the construction Classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the OCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION �I`�QtA 70 -r->; RE-2- 1DF_QCF_ oF: "'F" FLOOR FRAMING,INCLUDING ...� . ` GIRDERS AND BEAMS r,I�� � { C' \O ,./" ��I "R" ROOF FRAMING 1 \ 1 J ` 1FR FLOOR AND ROOF FRAMING = STANDARDS AND CODES �p PPRC T , i C�A``c'V 1vr✓ 1-� Each new residential structure and each s{dition to or rehabilitation of an existing residential structure that f ,r,�li� NNFS C e. �V�-�O L Y� -7 utilizes tluss type construction,pueengi- tied wood construction and/or timber construction shall be identified by a sign/symbol in accordaecewith the provisions of this part. The si bon - �sym required by this part shall by affixed to the electric box 02 Ll i t-t0 11- ZS Coz, 0P- 10 I 1 PR.OVlOE Mtt1_. !" , Fi+IL:E SIMP_->0K f:J�" � TABLER602.3(l) TABLER602.3(t) TO RQ-5'T NAIL �pt+d{•' >L 2p FASTENING SCHEDULE FASTENING SCHEDULE--continued rEM DESCRIPTION OF BUILDING ELEMENTS OF FAR AND TY,E SPACING AND LOCATION rrFJ1 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"' SPACING AND LOCATION OF FASTENER- Rotor L61-.�_J•1A1L5 'SiNPSON' H008 \ _ Roof 3-t6dhox{3'1,•x0.t357;« EA'. SIDE OR 4-8d box(2'/,"x 0.113')or24 2'"flowto joist or girder 2-16d common(3'/,'x 0.162') Blind and face nail SIMPSON' NDUS" 2-160 COMMON NAILS 0 6' O.C. 1 Blocking between ceiling joists or rafters to tap plate 3-fid common(2'/2'x 0.131'),or Toe nail 3-16d box(3'/"x 0.135').or FOR FULL LENGTH 3-10d box(3'x 0.128");or 25 2"plamks(plank&beam--floor&rwO 2-16d common(31/,'x 0.162') At each bearing,face Dail 3-3"x 0.131'nails 3-16d common(3'/,'x 0.162") EA _Eli_ NAILS : BLOCKIN OF STUD i 4-8d box(2%! x0.113w);« E:14• S1DE e 0 ENDWA ( , 3;« 4-3"Ox131'nails;or« u 3-8d common 2'!"x O.I3 3 26 Band«rim joist w joist End nail RlI�CaE. n 2 Gearing joists o top plate 3-10d box(3"x 0.128');or Per joist toe nail 4-3"x 14 ga.staples,'/,d'crown 3-3"x 0.131"nails 20d common(4"x 0.192);« Nail each layer as follows:32"o.c. • 3 Ceiling joist not attached to parallel rafter,laps over 3-16d coommon(3'/2 x 0 162 ;or Face nail u top and bottom and staggered. L partitions(see Section R802.5.2 and Table R802.5.2) 7 10d box(3'x 0.128');or 24'o.c.face nail at top and bottom ,• 0 • ', Ceiling joist attached o parallel rafter(peel joint} 43"x 0.131`nails Built-up girders and beano,2-inch lumber 3"x 0.131'nails staggered on opposite sides 27 layers 4 Table R802.5.2 Face nail �' 2-20d common(4"x 0.192);or Face nail at ends and at each splice ,:. lace Section R802.5.2 and Table R802.5.2) 3-10d box(3"x 0.128 « '' S Collar Le to rafter,face nail or 1'/.'x 20 ga.ridge strap to 3-1 Od common(3"1x 0. 45 3;or Face marl each tatter 3-3'x 0.131'nails ' rafter 4-3"x 0.131"nails 4-16d box(3'12"x 0.135");or - 7/8' DNA. THREADED ROD EMBEDDED t ' 28 stri su is or rafters 3-16d common(3/,'x 0.162');or At each' ist«ratter,face nail �'`/ ^ �- ► (► f 12 1/2" INTO CONCRETE W/ 'SIMPSON' ET' 3 16d box nails(3'/,"x 0.t35"};or Ledger p supporting join 4-IOd box(3'x 0.128');« I° t P I CAL R I D&F- CO'�, Q�C"T 1 OK (HIGH STRENGTH EPDXY ADHESIVE) dr FOR 3-1W common nails(3"x 0.148); 2 we nails on one side and 1 we nail 4-3'x 0.131"nails TEMPERATURES (O DEG. TO 40 DEG F) USE 6 Rafter or roof truss to plate or on opposite side of each raft a or 4-3"x 0.131 2-l0d box(3"x 0.128',«2 8d commoal SIT�1P30T.1 Z.S ZO-3!� S �.. -RAP MR- ht•T.5, 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) 4-i0d box "x 0.128);ortruss' 29 Bridging or so (2'/2"x 0.131':or 2-3'x 0.131')mails liach cad.we nail nails SPACING OF FASTENERS 4-16d(3'/,"x 0.135');or ttEy DESCRIPTION NUMBER AND btarmsdiau ` , 3-IW common(3"x 0.148'),or OF BULLRING ELEMENTS TYPE OF FASTENER"• Ed> R+nF'"1-ER � 'R E `f �t" O R AT-ACrK M E-IV l 4 TOd box(3"x 0.128");« Tod nail pnclaap )" _ Roof rafters to ridge,valley or flip rafters or roof rafter 4-3"x 0.131"nails wood structural ponais,subdwor,fool and intori°r wail sh"tNng m Muting and p.ntcteao.ro awl shenthkno to tramim0 ? t (err Tatar R662.3(3)for woof structural patW aaawmrwa8 alwa ring to waa laming) .� SC?i t1P>E�I►1 � E,,,,t� C;p{L,�tE(�,_ y,�,�,� ,� o minimum 2"ridge beam 3-161 box 3/,"x 0.135');« C5)8 d MALI r__- 2-16d common(3'/,"x 0.162');or , � 6d common(2'x 0.113')nail(subfloor,wally End nail 30 !s"-/," 8d common(2'/2 x 0.131 a nail(roof);or RSRS- 6 12' ° 3-10d box(3"x 0.128");or 01(2'/r"x 0.113")nail(roofy wail 0.131"mails 31 "/ "-1' 8d common na({2'1'x 0.131 St P'ZP� 1� N Z+� a ');or RSRS-01: n (2f1,'x O.I137 nail{roofy 6 12' 16d common(3'/2"x 0.162") 24'o.c.face nap) 1Od comnx,n(3'x 0.148 nail or P Pt.ATE 32 i Is"-I/�" e (2a 8d !\t.41L"S 8 Stud to stud(not at braced wail paaeLs) lOd box(3"x 0.128');of16"o.c.face mail gd(2'/,'x 0.131')dformed nail 6 12 'SIMPSON' HDQ8 3"x0.131"nails OtwWas OR 16d box(3'/,"x 0.135');« 12'o.c.face nail 'I'unrcaaai cellulosic fiberboard 1 ya"galvanized roofing nail,f! "head Stud to stud and abutting studs at intersecting wall corners 3'x 0.131"nails 33 s diameter,«I'/' 16 a<le With '« 3 6 (5)8d WAt� 'SIMPSON' NAILS 6" O.C. 9 (at braced wall panels) fl168 g 1'crown ` long ga staple w NAILS a 6" O. 16d common(3`/,"x 0.162') 16'o.c.face Wait FOR FULL LENGTH 16d common 0/"x 0.162) 16"o.c.each ed a face nail 34 "1n"structural cellulosic 1'4"galvanized roofing nail,'1F'bead diameter. 3 6 STUD OF STUD 10 Built-up header(2"to 2"header with V.'spacer) ' g fiberboard sheathing or 1/2"long 16 ga.staple with/,s or I"cruwn BLOCKING 16d box(3'/,"x 0.135) 12"o c.each edge face Bail 1 3S '/" tun sh ° '/,'galvani led roofing nail-staple galvanized, @ END W e 5-83 box(2'/,'x 0.113');or ' SYPs eatitina !'/,`long;1'/,"screws,Type W«S 7 7 l 11 Continuous header to stud 4-8d common(2'/,'x 0.131');or Toe nail 36 ,/, um sheathing' V/4"galvanized roofing nail;staple galvanized 7 7 /� r��t ,i '�/-� i ' l l 1 4-10d box(3"x 0.128") ' 6 " 1/,'long;1/•'uzews,Type W or S TYP)CA L TV A�F_�, CO W KI L CTIO 1,1 16d common(3'/,"x 0.1621 16"o.c.face nail Wood stn,awal tams,eombinaUo,subtw«arwwlarm°ru to honing )2 Top pla:c to top plate I Od box(3"x 0.128 0;or 12"o.c.face nail 37 '/'"and ku 6d common(2deformed 2 I31')mil"xx. or 6 12 7 1P50� �1.7i,5 3"x0.131"nails 'SIMPSON' HDQ8 / 8-16d common(3'/,'x 0.162);or 38 '/,•_1• Sd common(2'/,'x 0.1311 nail;or 6 12 OR 12-16d box(3'!2"x 0.135");« Face nail on each&I&-of end joint 8d deformed(2'/,'x 0.120')nail 13 Double top plate splice (minimum 24"lap splice length , IOd common(3"x 0.148' mail;« 12-1Od box(3"x 0.128");or each side of end joint} 8d deformed(2'/,"x 048') nail 'SIMPSON' L`IS 39 t!s"-1/�" 6 12 12-3"x0.131"nails ') ai'tZJ0 Bottom plate to joist.rim joist.band joist or 16d common(3'/,'x 0.1621 16"o.c.face trail T- - - - - - TABLE R301.5 ( N>�(t-5 14 blocking(not at braced wall panels) 16d ox( "/,'x.50.135" nail na ace f.c.12"o );or ! MINIMUM UNIFORMLY pounds per T II13U ED LIVE LOADS I (in I° 3-16d boa(3'/,"x 0.135');or 3 each 16'o.c.face nail USE LIVE LOAD i Baum plate to joist,rim joist,band joist or L3Fl Lt7R 'r 15 blocking(at braced wall panel) 2-16d common(3/,-x 0.162);or 2 each 16"o.c.face nail Uninhabitable attics without storage 10 4-3'x 0.131"nails � �''f''�, t(''� � �/'� /�(^ ` t�.,�( �, (�(' 4 each 16'o.c.face mailstorage" _ J" 1_C�(V V 11.E/ A 7` \`-►f {► 1`, V 1 4 sd box(z'/-x D.113):« Hab�rtab a a�tncs ana a tics served ith fied stairs 30 Sj.{pE �,,. 3-16d box(3�1,"x 0.1351;or Balconies exterior)and decks` 40 ` J 1 M pJO� Gam' 1-�. CL�21.1E� t�T �j 4-8d common(2'/,"x 0.131');or Toe nail i{ 4-10d box(3"x 0.I28');or Fire escapes 40 SI M P50l.t C 5 ?_0-3(0 16 Top or bottom plate to stud 4-3'x 0.131"nails Guards and handrails 2LV1 X �Mj�G (.1 /4' 2b [aACaE 3-I6d box(3'/,"x 0.135');or ob FL=SL F 2-16d common(3'/"x 0.162');or "" a 1i oompoa°nm s NAILING & STRAPPING AT 3-10d box(3"x 0.128 );or End nail Passenger vehicle garages' 50' 'TbP r-'LAT>= EXTERIOR WINDOW/ DOOR HEADERS 3-3"x 0.13 1"nails Rooms other than sleeping rooms 40 3-IW box(3'x 0.128');or Sleeping rooms 30 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW A DiT10NS) I7 Top plates,laps at comers and ins raecdons 2-16d common(3'/2"x 0.162);or Face nail Stairs 3-3"x 0.131"nails \ ° 40 NAILING SCHEDULE V : (WOOD FRAME CONSTRUCTION MANUAL) 3-8d box(2112.x0.113");or TABLER301.6 ROUGH OPENING REQUIREMENTS FOR WaNDOW OPENINGS 2-M common(2'!'x 0.131);or MINIM UM ROOF LIVE LOADS IN POUND54ORCE • _Z 18 I'brace to each stud and plate 2-I0d box(3"x 0�t28);or Face trait PER SQUARE FOOT OF HORIZONTAL PROJECTION F Notation 2 staples 1'/," TRIBUTARY LOADED AREA N Opening 3-81 box(2'/,*x 0.113");or ROOF SLOPE STRUCTURAL MEMBER • Rough C 0 E F SQUARE FEET FOR ANY (J` ) tJAtL� r-0' 2 (1) 2x4 1 1 1 1 19 V x 6"sheathing to each beating 2-8d common3 x 0,-x")!or')-,or F�� 0 b 200 201 to 600 Oar 600 W-0' 4 (1) 2x4 2 2 2 2 2 staples,1"crown,16 ga.,1%'long Flat or rime less than 4 mches per 20 16 12 6'-D' 6 (2) 2x4 or (1) 2x6 3 3 3 3 3-8d box(2'/."x 0.113");or foot(1:3) 8'-0' a (2) 2x4 or (1) 2x6 3 3 3 3 3-8d common(2'/,"x 0.131");or3-1Od box(3'x 0.128'),« r less inches inches per foot(1:1) 16 14 12 10-0' 10 (2) 2x6 4 4 4 4 1T-0" IZ (2) 2x6 5 5 5 5 20 V x 8"and wider to each bearing 3 staples p"crown 16 ga.,1/�"lonb per ( ) Rise 12 inches foot 1.1 '+n8 8 Wider than i"x 8" Face nail greater 12 12 12 TYRC A L FLOOR -rM �R COMME-CT NotaY:ons 4-8d bux(2'/,'x 0.113');or and �,f, r-(��J v 3-8d common x O.l x 0."),or );or TABLE R301.7 A. NUMBER OF t3D NAILS AT EACH END � STRAPPINGS t► 3-10d box(3"x 0.128');or SiMP X�l1 C5 J�t? �' Fs�• �J'�TZ1U M.T.5 B. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DOORS) - 4 staples,I"crowwn,16 ga.,13/,"long ALLOWABLE DEFLECTION OF STRUCTURAL UEMIBERSa• C. NJMSER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER Flo" STRUCTURAL MEMBER ALLOWABLE DEFLECTION 4-8d box(2'/,"x 0.113');or D. OF HEADER OF 160 NAILS S END-NAILED THROUGH ADJACENT KING STUD 70 END Rafters having slopes greater than 3:12 with 21 Joist to sill,to late« der 3-8d box(3'(Z .1 x 0.131';or . I1180 OF HEADER AT EACH SIDE 3-lOd box(3"x 0.128");« P P Su Toe nail finished ceiling not attached to rafters E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME`DOUBLE HEADERS) 3-3"x 0.13I"tails Interior walls and partitions H1180 •e,,,)--`U O F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO 8d box(2'/,"x 0.113') 4"o.e.toe nail Floors L1360 END OF SILL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) 22 Rim joist,band joist or blocking to sill or top 8d common(2'/,"x 0.131);or Ceilings with brittle finishes(including plaster (S) e6 I.Lnt LS plate(roof applications also) 10d box(3"x 0.1281;« L1360 ° NOTE: 3"x 0.131"nails 6'o.c.roe Wait and stucco) e A� ALL STRAPPING TO BE 1 1/4-X20 GAUGE STEEL OR 3-8d box(2'1,"x 0.113');or Ceilings with flexible finishes(including gypsum board) ° 'SiMPSON' EOUIVALENT - CS20 (COILED STRAP) 23 I"x 6'subfloor or less to each joist 2-9d common(2'/,"x 0.131");or Face nail board) (ALL STRAPPING SHALL 6E INSTALLED PRIOR TO SHEATHIN 3-10d box(3"x 0.128');a All other structural members L 240 2 staples,i"crown,16 ga.,1'/,"tong Exterior walls-wind loads'wltil plaster or H/360 l 2 (cowinued) stucco finish .-, F t%1�II WG Exterior ails-wind loads'with other brittle FU240 fini " T BLOCKING AT EN DWALL Exterior walls--wind loads'with flexible frniskles W1200 SI"Pe Q C-5 zo- i REQUIRED FOR ALL NEW CONSTRUCTION AND OR NEW ADDITIONS Lintelssupporting masonry veneer walls' U600 SRTUAP IAPPEO -� PLYWOOD GOT SHo"N NAILEAROUD BLOCKING 2 BA tD .`SILL_. Z A FOR CLARITY AtAlIFf�L� ELCaE �� ° - ° _ r. r _ r �+ scuDeLocaG o BACK 0 48' o.c SEAMS F� Stl1 ATTIC 11' At� 11,,� G.,D A le (;5)8 6 hAt Lc�, D ecr -t SIES OF -ea - KY*= SHEATriAG _ C`e { B 6'1 EXE COGM:uON Ndc � 1(7 C L_E FIELD. HOLD DOWN SEE FIRST & SECOND FL �DETAILS T1iIS Srff:ET TYPICAL F LOOR TO 51L_L COWS ,41=C7 1 O1,4 _ I� StMPSot t CS zo-SC, a EA' SCUD w.T S, F BLOCKING 2 BA tit BACK 0 48" o.c. 'M /. ShEATHiNG AS PART OF SNEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SdA L BE CONTINUOUS FROM SILL TO TOP PLATE OR ADECWATELY BLOCKED-AT ix SHEL7 D DOWNS REWIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS EXCEPTION: s I L-•1"�►Cv `�14! �s-I, ��j �) 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET i0 FOR A CONTINUOUS WHEN AN ATTIC FLOOR OR CEIUNG DIAPHRAGM USe TO BRACE '' Ll LOAD PATH. THE GABLE ENDWALL OR WHEN A HIP ROOF IS USED SHEARWALL SEG. DETAIL (TYP) BLocxl►+c IS NOT REQUIRED. 7. -