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HomeMy WebLinkAbout46481-Z �O�OgUFFBI/-cpGy Town of Southold 9/20/2022 P.O.Box 1179 0 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43423 Date: 9/20/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 670 Hillcrest Dr, Orient SCTM#: 473889 Sec/Block/Lot: 13.-2-8.29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/16/2021 pursuant to which Building Permit No. 46481 dated 6/24/2021 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 to existing single family dwelling as applied for. The certificate is issued to Sinni,Matthew&April of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46481 9/20/2022 PLUMBERS CERTIFICATION DATED 8/16/2022 n r\ GPVe Berry u o iz Signature 4-110 �suFEoi TOWN OF SOUTHOLD 4-110 c°°yam BUILDING DEPARTMENT ` } TOWN CLERK'S OFFICE ce x "oy • � . 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#: 46481 Date: 6/24/2021 Permission is hereby granted to: Sinni, Matthew 11 E 29th St Apt 21C New York, NY 10016 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 670 Hillcrest Dr, Orient SCTM # 473889 Sec/Block/Lot# 13.-2-8.29 Pursuant to application dated 6/16/2021 and approved by the Building Inspector. To expire on 12/24/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $982.00 CO-ADDITION TO DWELLING $50.00 Total: $1,032.00 Building Inspector pF SOUj�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G sean.deviina-town.southold.ny.us Southold,NY 11971-0959 �Ql� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Matthew Sinni Address: 670 Hillcrest Dr city:Orient st: NY zip: 11957 Building Permit#: 46481 Section: 13 Block: 2 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Bob Burns Electric License No: 3897ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 64 Ceiling Fixtures 13 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 6 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 12 CO2 Detectors 4 Sub Panel A/C Blower 2 Range Recpt Step Light 4 Combo Smoke/CO Transformer UC Lights $6' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 35 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven,DW,Micro, 200A Panel 42 Circuit/ 38 Used Notes: New Two Story w/ Unfinished Basement c Inspector Signature: Date: September 20, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 �. ID) BUILDING DEPARTMENT I TOWN OF SOUTHOLD AUG 17 ZQ22 BUILDING DEPT ..J I f CERTIFICATION Date: ., Q oA LfBuilding Permit No. Owner: pRI lr 4-- Nr 00 Z)ti nG (Please print) Plumber: Geo ---t YSecze, 'lPlease print) I I certify thjg the solder used in the water supply system contains less than 2/10 of I% lead. rr -- er Signator Sworn to before me this �P day of T- 20 cD VICKI'L`BERRY.; l lC� Notary.Public-State of Nevi York Mo.-01.B E6070081- -Qualified in Suffolk C¢u ty Notary Public, 1x0ounty. Commission Expires wti �o�aof souTyo6 # # TOWN ,OF SOUTHOLD BUILDING DEPT. �`y�nnrn � 765-1802 - [ OUNDATION 1 ST [ ] ROUGH PLBG. [ F UNDATION 2ND [ °] INSULATION/GAULKING [ "FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]" FIRE.SAFETY-INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION : [ ] FIRE RESISTANT PENETRATION [ " ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r/IP�Ivv� ��14 0- Z DATE INSPECTOR of snaryO� b i v (D 70 *llcrer-� # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 1 NSPECTION [ ] FOUNDATION 1ST . , [ ] 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 REMARKS: *wv DATE S 2 INSPECTOR SOUIyO� TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ - ] FOUNDATION 1 ST [ 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 REMARKS: l< e- DATE 3 4l I Zozz INSPECTOR o�aoe souryO �j—(� 70 * # TOWN OF SOUTHOLD BUILDING DEPT. co631-765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: of, s 'o /s4 410-or V6 r lo,�e -,60t�A rcam !J7;� -/-0 0 r 7Pr &M 69 dtoolvl . Af a , OA Of- by pqf"rf DATE INSPECTOR OF SOUTyOIo ' 1- # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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: CL I/ DATE INSPECTOR Delfino Insulation Co. Inc. 317 Burman Blvd,Calverton,NY 11933 MAR �, � 2n22 CERTIFICATE OF INSULATION @I JOB INFO: Jason C Leonard Inc DATE OF INSTALLATION: 02/22/22 �„g�jL�F g0�1TH0 670 Hillcrest Drive Orient,NY 11957 2X12 Closed Sloped Ceilings Attic Roofline INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM 2 CLOSED CELL FOAM 3" R-21 IJ CLOSED CELL FOAM 3" R-21 ❑ FIBERGLASS FIBERGLASS 6.5" R-19 ROCKWOOL 7.5" R-30 ❑ CELLULOSE Gable Walls I-Beams INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM IA CLOSED CELL FOAM 2" R-14 Iff CLOSED CELL FOAM 3" R-21 Rf FIBERGLASS 3.5" R-13 ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE 2x8 Open Flat Ceilings 2x6 Exterior Walls/Boxends INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 6.5" R-19 [3f FIBERGLASS 5.5" R-21 ❑ CELLULOSE ❑ CELLULOSE New Crawlspace Ceiling Old Cellar Ceiling INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑r' FIBERGLASS 10.25" R-30 [' FIBERGLASS 6.5" R-19 ❑ CELLULOSE ❑ CELLULOSE Q FIRE CAULKED TO CODE DATE OF INSTALATION: 02/18/22 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: N/A z AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 02/22/22 ❑ IGNITION BARRIER TO CODE DATE OF INSTALATION: N/A ❑ THERMAL BARRIER TO CODE DATE OF INSTALATION: N/A I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. �1 AUTHORIZED SI NATURE i V��LWrn�Fy�M _.._ �. -- .1 .�?, 'i `Sf �_#. t j� ..-: $ 1 �.r��-� ` ��"""' � p` � 'rn 1 � FIELD INSPECTION REPORT. PATE 1 COMMENTS , FOUNDATION(1ST) O� y ------------------------------------ Q FOUNDATION(2ND) .CA z (0001 . 3 a l-c h ROUGH FRAMING& t� i PLUMBING ®r INSULATION PER N.Y. �3 STATE ENERGY CODE rAN CA KW FINAL ADD ITJONAL COMMENTS CAMS 2 is- 2,2 '?a ,h l x d b H. a ff0(Ire TOWN OF SOUTHOLD—BUILDING DEPARTMENT 14, yap Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 d� • a Telephone(631)765-1802 Fax(631) 765-9502 haps://www.southoldtoMM.ggv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only / LD ! PERMIT NO. Building Inspector. IiM JVN t 6 2021 - r Applications and forms.inust be filled bulln their entirely Incomplete appllcatlons will not be accepted Where the Applicant is not'the owner,an Pti1-r-rt,r YT L PT, Ownees Authonzatidri form. Pa e'2 shall be com leted..4,=' ^t : . , �--•,z Date: "OWNER(S)OF`P.ROPERTY Name:Matthew-and April Sinni SCTM#1000-Sectionl 3-Block 2- Lot 8.29 Project Address 670..HillcrestuDrive,_Orient,,NY 11957. Phone#:(914) 629-7245 .......... ......- . Email:misinni,@gmail.com_ _- Mailing Address: ,CONTACT PERSON F Name:Jason Leonard Mailing Address:P.O. Box 1528 Southold, NY 11971 Phone#:(631) 765-1910 Email:,jason@jasoncleonardinc.com 'DESIGN,;PROFESSIONAL INFORMATION 3 Name:Condon.Engineering .P.C... (John Condon).. . ... • ... _..__:. _.. .. _....-.. ... .. ., Mailing Address:1755 Slgsbee_ Rd,Mattituck, NY 11952 Phone#:(631.) 298-_1986T_. ._. ,, .. Email:.condone ng@o.ptonline,net._, „ %CONTRACTOR`I NFORMATICiN Name:Jason C Leonard, Ipc Mailing Address:RO Box 1528 Southold, NY 11971 Phone#:(631).76571910 __ _ Email:jason@iasoncleonardinc.com DESCRIPTION;OF<PROPOSED'.CONSTRUCTION ❑New Structure BAddition IRAlteration ❑Repair RDemolition Estimated Cost of Project: ❑Other $550,000 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY:INFORMATION- ?;.. Existing use of property:residence , Intended use of property:residence. . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 this property? ❑Yes ii No IF YES,PROVIDE A COPY. 'Q.Check gwt After Readirim-.The owner/contractor/deslgn professional is responsible fdiAl dralnage'and storm water Issues as provided by Chapter-236 of the Towncode.APPLICATION IS HEREB.Y:MADE.to the Building Department for the issuance of a Building Permit pursuant°toahe.Building Zone,: Ordinance"of the Town of Southold,Suffolk,County,New York'and other applicableLaws,ordinances or Regulations,for the constructlomof buildings,: - .,additions,alterations or_for removal or-demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances;building code,", : housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punlsBable as a-Class A misdemeanor;pursuant to Section_220 45'of.the New York State,Penal.,law:„ Application Submitted By(print name): r✓G C-4 authorized Agent ❑Owner Signature of Applicant: ` Date: 0 •Z� KOlAPO ATANDA STATE OF NEW YORK) fpU9uC,$rATEOFNEWYOI'IK Regiet don Na 01AT6400592 SS:.I Quallfled in Queens County COUNTY OF O Iv v-- ) My Owadeabtt BON November 10,2029 COQ Q� �U� 0\4 C,V\ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the [)a Q, (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 10 day of �V�Q, ,20Q- Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) r I, �`\a-), e I� �wyoresiding at ce;;ib Hnt do hereby authorize�0(2�,I U �-0-1 ) &) to apply on my behalf to the Town of Southold Building-Department for approval as described herein. Owner's Si ture bate Print Owner's Name 2 F 9 /7 I J� f,�♦^' Q . �r.? FEB - 78Uf2DING C+1 ARTMENT- Electrical Inspector J''I-•. q ✓ s., BUIL, TOWN OF SOUTHOLD TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold., New York 11971-0959 Tele phone (631) 765-1802 - FAX (631) 765-9502 - . rogerrtc'�_southoldtownnv.gov-nL_seandCaD-southoldtownny.gov ! APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 217 /2022 I Company Name: Paul Burns Electrical Contractors Inc Name: Bob Burns License No.: 3897-ME email: pburnsjr@optonline.net z Address:, PO Box 1061 Southold,NY 11971 s Phone No.: 631-365-4735 JOB SITE INFORMATION (All Information Required) Name: Sinni Address:. 670 Hillcrest Drive Orient Cross Street: Heath Rd Phone No.: Bldg.Permit#: 46481 email: Tax Map District: 1000 Section:_ Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Wire addition, rennovation 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 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls J,Gt/ � � FEB B — {{�� BU'f��IN RTMENT- Electrical Ins ector su�Fac p .fq �G► t�ua�_ . TOWN OF SO.UTHOLD TOWN OF„t;U OLD o t°. Town Hall Annex- 54375 Main_ Road - PO*Box 117.9 ;;5.; = Southold. ,.New York 1-1971-0959 . t Telephone (631) 765-1802 - FAX(631) 765-9502 :rotaerrlp�southoldtownny.gov.� seandi'c�soufholdtownnV.gov aA.; _ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 2 /7 /2022 Company Name: , Paul Burris Electrical Contractors Inc Name: Bob Burris 3897-ME pbrrisjr@onlLcense NO.: ine net - Address:_.- PO Box 1061 Southold,NY 11971 Phone No:: 631 365 4735 } JOB SITE INFORIIIIA'TION : (All Information.Required) Name: , - Slnni -.670 Hillcrest:DriveOrient`: �" - ' Address .. -...,...._ .. ,,.........:._........ .... . -._.:-.._.._. : - - - CrosSStreet: Heath Rd 'No: Ph one- : . i Bid .Permrt#. 6 Block:: Tax:.M .Distric# . 00: Sections a 0 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Wire:addition ,;rennovation `y Circle All That:Apply: ...:. Is job.ready:for inspection? , YES% fVO Rough n ; . ::... Final . ou need a Tem : .Certificate?: YES / NO Y P Issued On;,._:;::_ 77777 z Temp.Information: (All information : . Service.Size'1 Ph':.:.3:Ph' Size:_.:-:.:.;. _ :.A # Meters :' Old Meter#::_:. ...:. ._:. . . New Service-Fire Reconnect=.Flood,Reconnect-Service•Reconnected--.Underground Overhead #.Underground Laterals 1 2 :H Frame' Pole. ...Work done on Service?' - : Y N Additional.lnformatiorn PAYMENT DUE WITH APPLICATION. C0 CD Request for Inspection Form.xls `v . PERMIT 4 1 �.I �A re W, �� ` '• i ( l Switches Outlets G F I's - Surface Sconces 1 UC its Fans .- _. .............. ....:. . ....Frill..<.e.. , . ._,.... : . ..: .. .. •._. .-. . .. . .... . ......,. ..H.W. .('1,. '. ._._. .. .. ,.. .... .. "" .......:.. . Ekhaust l OvenD` . b.. ... ., Smoltes :.. DW :..Carbon . _. Micro:_. Generator. : Combo: _ ..-. . ..._ Co�ktop." Tran er' AH. Hood Service' A • :. :�, v U ed . Special: . ��: -�� ... . . . . ... ..: .. ._.. _ . .. .... . :. - .. .. _ .... � " Comments: Cj • � :.:: ; � Cil "V r .. f�, , .M 4 - In 1 Suffolk County Dept.of Labor,Licensing 8 Consumer Affairs HOME IMPROVEMENT LICENSE Name JASON C LEONARD Business Name. This certifies that the bearer is duty licensed JASON C LEONARD INC by the County of suffoit License Number:H-29712 Rosalie Drago Issued: 11/0112000 Commissioner Expires: 11/0112022 - ACaR0® CERTIFICATE OF LIABILITY INSURANCE F DATE(MMMDNYYY) 06/07/2021 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). PRODUCERNAME• Lauren Murphy Roy H Reeve Agency,Inc, PHONE (631)298 4700 PO Box 54 o Ert A1C,No• (631)298-3850 A Iniu h ro ADDRESS: . rp.y® yreeVe.com 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC q INSURED Mat ED NY 11952 INSURERA: Southwest Marine and General Insurance Company " ' Jason C.Leonard Inc INSURER B: INSURER C: PO Box 1528 INSURERD: INSURER E: Southold NY 17871 INSURERF: COVERAGES CERTIFICATE'NUMBER: CL2011413371 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 OFANY CONTRACTOR OTHER DOCUMENT WITH RESP.ECTTO 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. INS LTR TYPE OF INSURANCE INSD.WVO POLICY NUMBER MM1OD FF MWDD EXP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE g 1,000,000 CLAIMS-MADE ®OCCUR PREMISES Eaacanrence S 100,000 9>< GL2Contractual Liability MEDEXP(AMoneperson) $ 5,000 A 020RLHOO528 10/2512020 10125/2021 PERSONALBADVINJURY S 1,000,000 GEN'LAGGREGATE UMITAPPLIES PER GENERALAGGREGATE g 2,000;000 POLICY®,JECOT ❑LOC PRODUCTS-COMP/OPAGG $ 2.000,000 OTHER: S . AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO Ea academ OWNED SCHEDULED BODILY INJURY(Per person) S _ AUTOS ONLY AUTOS BODILY INJURY(Peracciderd) S HIRED NON-OWNEDSONLY PROPERTY MA E S AUTOS ONLY AUTOS ONLY Peraz6derd S• UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCESS LUi6 CLAIMS-MADE AGGREGATE $ DED RETENTION$ S WORKERS COMPENSATION AND EMPLOYERS'LIABILITYYr N STATUTE TER PROPRIETORIPARTNERIEXECUTIVE OFFlCERWEMBER EXCLUDED? NIA E.L.EACH ACCIDENT S (tyes.doryinund E.L.DISEASE-EAEMPLOYEE $ byes,desrnbe under DESCRIPTION OPERATIONS belay. EL DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD lot Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Matthew&April Sinni ACCORDANCE WITH THE POLICY PROVISIONS. 670 Hillcrest Drive AUTHORQPD REPRESENTATIVE f? Orient NY 11957 ©1988-2015 ACORD CORPORATION. All rights re ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD t NYIF : Near York state,f`nsuianee Fund: 8 CORPORATE"CENTER"DR,-3RD;PLR;MELVILLE;NEW.YORK 1.1747-3129: CERTIFICATE'OF.WORKERS':COMPENSATION°'INSURANCE' .. A-A A AA 113569212- JASONC.LEONARO INC PO BOX 1528 SOUTHOLD NY 1197.1. 0. : SCAN TO'VALIDATE. POLICYHOLDER";; CERTIFICATE-HOLDER swNi. ` JAS C LEONARD.-INC APRIL&'MATTHEW SINNI PO'BOX 1528 670"HILLCREST DRIVE SOUTHOLD::NY 11971. ORIENT.-NY.•11957: POLICY-NUMBER"" CERTIFICATE:NUMBER. .:`. " POLICY PERIOD -'D ATE 11296,,758-4 ::602661;.x.::,. 05/05/2021 TO 05105/2022,..: :6/7/2021 . THIS IS TO CERTIFY THAT THE POLICYHOLDER'NAMED-ABOVE' IS, INSURED WITH,THE NEW .YORK STATE,INSURANCE FUND UNDER`._POLICY NO. .1296758-4, .COVERING 1NE ENTIRE 'OBLIGATION OF."THIS.,L POLICYHOLDER FOR: WORKERS' .COMPENSATION UNDER THE '•NEIN_'Y.OAK= COMPANIES6-54 '. # sr.. DESIGNER SINNI RESIDENCE , ' � � fo 1 APPROVED AS NO ED RENOVATION AND ADDITION 64 kf ' DATE: B.P. V OFFICE CY LLC O �� OFFICE-CY.COM FEE. BY: COREY@OFFICE-CY.COM NOTIFY BUILDING DEPARTMENT AT 330-241-2098 6-170 HILLCREST DR I VE , 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: ORIENT, NY 11957 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING y, 3. INSULATION STRUCTURAL ENGINEER \i 4. FINAL - CONSTRUCTION MUST HILLCREST ESTATES '' i BE MEET THE CONDON LOT 27 O F H I ALLCONSTRUCTION SHA_ I.C T I O N 1 a � m y � REQUIREMENTS OF THE CODES OF NEW ENGINEERING P.C. S rn " YORK STATE. NOT RESPONSIBLE FOR 03 -< a� DESIGN OR CONSTRUCTION ERRORS. 1755 SIGSBEE ROAD +� NY 11952 631-298-1986 ORIENT a � JOHN CONDON TOWN OF SOUTHHOLD - Lot 2 , � C%j iCY OR CONDONENG@OPTONLINE.NET SUFFOLK COUNTY, NY USE IS UNLAWFUL " iTHOUT CERTiF-IOATE COMPLY WITH ALL CODES OF DISTRICT: 1000 SECTION: 13 O� OCCUPANC`� NF---W YORK STATE & TOWN CODES 1 AS REQUIR7SOUTHC! AND CONDITIONS OF BLOCK: 2 LOT: 8.29 , 4 1 poolRE TN, STORM WATER RUNOFF DTO'NNZBA r ' PURSUANT TO CHAPTER 236 ( AREA: 40 011 S FT 1 souTHo6 �T04VNPLANNINuBOARD LOT Q b % '' OF THE TOWN CGDE. SOUT'r,��G ,,A4 TRUSTEES N.`i.S.DEC _ ZONING: R-80 '`' / TnUSS FLACAFIDINa REQUIRED s Lot 2 8 EXISTING HOME SIZE: 9cl!% ,,, '►- , ""' PROJECT 3 BEDROOM 2 BATHROOM PLUMBER ON LEAD CONTCERTIFICATION ENT BEFORE 1 770 SQ FT � . / 1 Sty CERTIFICATE OF OCCUPANCY SINNI RESIDENCE '`' 20' �` �� S�pEYPRp SOLDER USED IN WATER RENOVATION AND SETBACK SUPPLY SYSTEM CANNOT ADDITION PROJECT 'XI TING SEPTIC RATED EXISTING �, Residence EXCE5D 2/10 OF 1% LEAD. 670 HILLCREST DRIVE • ` ORIENT, NY 11957 1 AT 3-4 BEDROOM Blower door .r. '►, ' ` \ and ductwork NOTES . \ '' • DECK testing required* � � ,_ \ GRAVEL HOME WITH ADDITION: PARKING 1 \ Must provide: Manuals \ , 1 D, J and S as per 4 BEDROOM 3 BATHROOM \ NYS Ener Code 21782 SQ FT ,� \ e trance 1 \ n N \ ENTRY p j 7�y NO. DESCRIPTION DATE \ coxre. C HO SE PERIM ER DESIGN DEVELOPMENT 10.16.20 GENERAL NOTES: ^^�� \ ITH ADDITI N 26'X 61' lo'lti�t PRICING 02.1321 + 61' ----V V4 flogpo: DESIGN REVISIONS 03.31.21 t PERMIT 06.10.21 ALL WORK MATERIAL AND 41 EQUIPMENT SHALL BE INGRAVEL 1 m cn p ACCORDANCE WITH THE NEW YORK DRIVEWAY ,��,o fvoi STATE UNIFORM BUILDING CODE, , a THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL PROFESSIONAL STAMP AUTHORITIES. 2. , ALL DIMENSIONS AND GRADE ' CONDITIONS TO BE VERIFIED BYSt _ P CONTRACTOR(S) PRIOR TO START n OF CONSTRUCTION AND ORDERING ,� OF MATERIALS. R75,oOu^ ,. r L=7 96 3, SHEET TITLE DO NOT SCALE DRAWINGS. SITE PLAN Suto"I a ey DRAWING NUMBER l V U, L ism jr N G 001 . 00 SITE PLAN SAPC" REST ESTATE S .CTO � ONE OF � I �� SCALE AS NOTED DRAWN BY CY 01 SCALE: 1/16"= V-0" -r -1 U 1 721 DATE 06.10.21 PAGE XX OF XX FILED AUGUSI 15 , 190`13 FILE N18 COMPANIES DESIGNER GRILL DESIGN AS DRAWN GFILL DESIGN AS DRAWN GRILL DESIGN AS DRAWN GRILL DESIGN AS DRAWN OFFICE CY LLC 4-2 1/2 R.O. � 15'-10 3/4"R.O. -8 1/2" R. 5'-0 1/2"R.O. '-6 1/2" R. 10'-0 1/2"R.O. ' '� OFFICE-CY.COM COREY@OFFICE-CY.COM 4'-2" 15'-10 1/4" 2-8 5' 2'-6" 10 330 241-2098 lo 2'-6" 2'-6" 3'-4" 3'-4" 3'-4" A (h N N r O GP 0 4PGP 2 30 0 /CMT C T iv 26 6 co DHG3456 DHG3456 DH 3456 - STRUCTURAL ENGINEER o 40610S - 160610 - �.� 50 26 0 `° N N r N / / / / STATIONARY "' T o- 0 (o \ CONDON CD --OPEN OPEN ENGINEERING P.C. 1755 SIGSBEE ROAD MATTITUCK, NY 11952 STATIONARY ENTRY DOOR 631-298-1986 TO MATCH 4 PANEL GLIDING DOOR N CONDON CONDONENG@OPTONLINE.NET DOOR TYPE DOOR TYPE DOOR TYPE WINDOW TYPE WINDOW TYPE WINDOW TYPE WINDOW TYPE A B C A B C D DOOR LEGEND WINDOW LEGEND 01 SCALE. I/4 = l'-0 OZ SCALE: 1/4" = l'-0" WINDOW SCHEDULE NO. MANUFACTURER SERIES MODEL NO. TYPE UNIT DIM (W X H) ROUGH OPENING FRAME DEPTH EXTERIOR FINISH INTERIOR FINISH HARDWARE PERF. RATING (DP) SLR HEAT GAIN CO. U VALUE GLASS& DIV REMARKS NO. 1.1 ANDERSON E SERIES AWN 2830 A AWNING-STATIONARY 2'-8"W X 3'-0"H 2'-8 STATIONARY 2"W X 3'-2" H 4-9/16" WHITE WRITE WHITE DP 30 .32 .30 HP LOW-E NO CONSTRUCTION FLANGE. UNIT IS NEXT 1 1 PROJECTDIV-AS DRAWN TO ENTRY DOOR AND WILL BE SET BACK 1.2 ANDERSON E SERIES CMT 2650 B CASEMENT-OUTSWING 5'-0"W X 5'-0" H 5'-2"W X 5'-2"H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 HP LOW-E EGRESS 1.2 S I N N I RESIDENCE (2 COMBINED) DIV-AS DRAWN SCREEN OPTION TBD 2 UNITS COMBINED-WITH CONST FLANGE RENOVATION A N D 1.3 ANDERSON E SERIES CMT 2650 B CASEMENT-OUTSWING 5'-0"W X 5'-0"H 5'-2'W X 5'-2" H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 HP LOW-E EGRESS 1.3 ADDITION PROJECT (2 COMBINED) DIV-AS DRAWN SCREEN OPTION TBD 2 UNITS COMBINED-WITH CONST FLANGE 670 HILLCREST DRIVE CMT 2650 B CASEMENT-OUTSWING 5'-0"W X 5'-0" H 5'-i"W X 5'-1" H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 EGRESS ORIENT, NY 11957 1.4 ANDERSON E SERIES z z HP LOW-E SCREEN OPTION TBD 1.4 (2 COMBINED) DIV-AS DRAWN 2 UNITS COMBINED-WITH CONST FLANGE NOTES 1.5 ANDERSON E SERIES CMT 2650 B CASEMENT-OUTSWING 5'-0"W X 5'-0" H 5'2"W X 5'-2' H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 HP LOW-E EGRESS 1.5 (2 COMBINED) DIV-AS DRAWN SCREEN OPTION TBD 2 UNITS COMBINED-WITH CONST FLANGE 1.6 ANDERSON E SERIES AWN 2626 C AWNING 2'-6"W X 2'-6" H 2'-6 2"W X 2'-6 2" H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 HP LOW-E SCREEN OPTION TBD 1.6 DIV-AS DRAWN WITH CONSTRUCTION FLANGE NO. MANUFACTURER SERIES MODEL NO. TYPE UNIT DIM (W X H) ROUGH OPENING FRAME DEPTH EXTERIOR FINISH INTERIOR FINISH HARDWARE PERF. RATING (DP) SLR HEAT GAIN CO. U VALUE GLASS& DIV REMARKS NO. 2.1 ANDERSON E SERIES DHG 3456 D DOUBLE HUNG-(3 UNITS COMBINED) 10'-0"W X 5'-6" H 10'-2"W X 5'-61" H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 HP LOW-E EGRESS-3 UNITS OF DHG3456 COMBINED 2.1 (3 COMBINED) DIV-AS DRAWN WITH WHITE WOCD, FACTORY INSTALL NO. DESCRIPTION DATE WITH CONSTRUCTION FLANGE DESIGN DEVELOPMENT 10.16.20 2.2 ANDERSON E SERIES CMT 2650 B CASEMENT-OUTSWING 5'-0"W X 5'-0"H 5'-2'W X 5'-2" H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 HP LOW-E EGRESS-WITH WHITE WOCD, FACTORY INSTALL 2.2 (2 COMBINED) DIV-AS DRAWN SCREEN OPTION TBD PRICING 02.13.21 2 UNITS COMBINED-WITH CONST FLANGE DESIGN REVISIONS 03.31.21 2.3 ANDERSON E SERIES CMT 2650 B CASEMENT-OUTSWING 5'-0"W X 5'-0"H 64"W X 5'-2" H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 HP LOW-E EGRESS-WITH WHITE WOCD, FACTORY INSTALL 2.3 PERMIT 06.10.21 (2 COMBINED) DIV-AS DRAWN SCREEN OPTION TBD 2 UNITS COMBINED-WITH CONST FLANGE 2.4 ANDERSON E SERIES CMT 2650 B CASEMENT-OUTSWING 5'-0"W X 5'-0"H 5""W X 5'-�' H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 HP LOW-E EGRESS-WITH WHITE WOCD, FACTORY INSTALL 2.4 (2 COMBINED) DIV-AS DRAWN SCREEN OPTION TBD 2 UNITS COMBINED-WITH CONST FLANGE 2.5 ANDERSON E SERIES CMT 2650 B CASEMENT-OUTSWING 5'-0"W X 5'-0" H 5'-2'W X 5'- H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 HP LOW-E EGRESS-WITH WHITE WOCD, FACTORY INSTALL 2.5 (2 COMBINED) DIV-AS DRAWN SCREEN OPTION TBD 2 UNITS COMBINED-WITH CONST FLANGE 2.6 ANDERSON E SERIES AWN 2626 C AWNING 2'-6"W X 2'-6" H 2'-6 2"W X 2'-6 ' H 4-9/16" WHITE WHITE WHITE DP 30 .32 .30 HP LOW-E SCREEN OPTION TBD 2.6 i DIV-AS DRAWN WITH CONSTRUCTION FLANGE PROFESSIONAL STAMP 03 WINDOW SCHEDULE SCALE. 1/4 - l'-0 /�� m DOOR SCHEDULE NO. MANUFACTURER SERIES MODEL NO. TYPE UNIT DIM (W X H) ROUGH OPENING FRAME DEPTH EXTERIOR FINISH INTERIOR FINISH HARDWARE PERF. RATING (DP) SLR HEAT GAIN CO. U VALUE GLASS &DIV DOOR SWING REMARKS NO. PR�FESSt4�at`� 101 ANDERSON E SERIES GP 40610S A GLIDING PATIO 4'-2"W X 6'-10" H 4'-2 'W X 6-10 2" H 4-9/16" BLACK BLACK SATIN NICKEL DP 30 .32 .30HP LOW-E FIXED STATIONARY SINGLE UNIT. 101 CONTEMPORARY PANEL WITH DIV- NONE TO MATCH 4 PANEL GLIDERS 103, 104, 105 2-3/4" RAIL&STILE (STATIONARY) GLIDING PATIO - SHEET TITLE 102 ANDERSON E SERIES GP 40610S A 4-2 W X 6-10 H 4-2� W X 6-10 g H 4-9/16 BLACK BLACK SATIN NICKEL DP 30 .32 .30 HP LOW-E FIXED STATIONARY SINGLE UNIT. 102 CONTEMPORARY PANEL WITH DIV- NONE TO MATCH 4 PANEL GLIDERS 103, 104, 105 2-3/4" RAIL&STILE (STATIONARY) 103 ANDERSON E SERIES 4PGP160610 B 4 PANEL GLIDING PATIO 15'-10 4"W X 6'-10" H 15'-10 4"W X 6'-10 2" H 4-9/16" BLACK BLACK SATIN NICKEL DP 30 .32 .30 HP LOW-E GLIDING SCREEN OPTION TBD 103 LEGENDS AND CONTEMPORARY PANEL WITHDIV- NONE SCHEDULES 2-3/4" RAIL&STILE 104 ANDERSON E SERIES 4PGP160610 B 4 PANEL GLIDING PATIO 15-10 a"W X 6-10" H 15'-10 4'W X 6'-10 'H 4-9/16" BLACK BLACK SATIN NICKEL DP 30 .32 .30 HP LOW-E GLIDING SCREEN OPTION TBD 104 CONTEMPORARY PANEL WITH DIV- NONE 2-3/4" RAIL&STILE 105 ANDERSON E SERIES 4PGP160610 B 4 PANEL GLIDING PATIO 15'-104 W X 6'-10" H 15'-10&W X 6-10 2"H 4-9/16" BLACK BLACK SATIN NICKEL DP 30 .32 .30 HP LOW-E GLIDING SCREEN OPTION TBD 105 DRAWING NUMBER CONTEMPORARY PANEL WITH DIV- NONE 2-3/4" RAIL&STILE 106 TBD C SOLID WOOD ENTRY DOOR T-0"W X T-0" H 4-9/16" SATIN NICKEL AS SHOWN FINISH SPEC TBD 106 G 002 . 00 SCALE AS NOTED DRAWN BY CY DATE 04.10.21 PAGE XX OF XX DOOR SCHEDULE 04 SCALE: I/4"= l'-0" Bathroom#2 Bathroom#3 i Generated by REScheck-Web Software L.._.._.._i. _.._1._.._.._.._.._.._.._.._..1.._.._..,J Compffloance CE7 x { Kitchen = Window 6: Wood Frame 25 0,300 8 SHGC: 0.31 co co Bathroom#1 Project Sinni Residence Refrig. Window 7: Wood Frame 25 0.300 8 Dish SHGC: 0.31 i ashe Window 8: Wood Frame 25 0.300 8 SHGC: 0,31 i Energy Code: 2018 IECC i Location: Southold, New York Window 9:Wood Frame 25 0.300 8 � SHGC: 0.31 Construction Type: Single-familyU Window 10: Woad Frame 25 0.300 8 a Protect Type: New Construction SHGC: 0.31 I v I I Conditioned Floor Area: 2,823 ft2 Window 11: Wood Frame 25 0.300 8 Glazing Area 28% SHGC: 0.31 i ill CW i Climate zone: 4 (5572 HDD) Window 12: Wood Frame 25 0.300 8 1" HW i _ ...... Permit Date: SHGC: 0.31 f"` " '- - - - - '- - Permit Number: Window 13: Wood Frame 25 0.300 8 U i= SHGC: 0.31 _ 'T Construction Site: Owner/Agent: Designer/Contractor: Wall 3: Wood Frame, 16" o.c. 299 20.0 0.0 0.059 16 670 Hillcrest Drive John Condon Orient, NY Condon Engineering Door: Solid Door(under 50%glazing) 21 0.390 8 1 1755 SIGSBEE RD .Window 14:Wood Frame 8 0.280 2 MATTITUCK, NY 11952-3361 SHGC: 0.32 6312981986 Hot condoneng@optonline.net Wall 4: Wood Frame, 16" o.c. 299 20.0 0.0 0.059 17atWater Plumbing Riser Drawiner Window 15: Wood Frame 6 0.280 2 Heate g a SHGC: 0.32 `� w t. 4' A.:.,cWindow Wm ow 16 Wood Frame 6 0.280 2 SHGC: 0.32 Compliance: 1.4%Setter Than Code Maximum UA: 418 Your UA: 412 Maximum SHGC: 0.40 Your SHGC: 0.28 Floor: AEI-Wood joistlTruss 1,586 19.0 0.0 0.047 75 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules, It DOES N07 provide an estimate of energy use or cost relative to a minimum-code home. 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 2018 IECC requirements in Enve loge Assemblies REScheck Version : REScheck-Web and to comply with th andatory requirements listed in the REScheck Inspection Checklist. A 92-1 } Name Title Date Ceiling: Flat Ceiling or Scissor Truss 1,586 49.0 0.0 0.026 41 I Skylight: Wood Frame 9 0.560 5 41, SHGC: 0.40 Roof I Wall 1: Wood Frame, 16" ox. 580 20.0 0.0 0.059 10 __ I Door 1: Glass Door(over 50% glazing) 104 0.300 31 I Bathroom#3 SHGC: 0.27 Bathroom#2 I Door 2: Glass Door(over 50% glazing) 104 0.300 31 SHGC: 0.27 �N Door 3: Glass Door(over 50% glazing) 104 0.300 31 3" SHGC: 0.27 1 I I I IN I Window 1:Wood Frame 26 0,310 8 II I I I I I I I I I a I SHGC: 0.23 2nd Floor I I Window2: Wood Frame 26 0.310 8 SHGC: 0.23 2 ;L 2 14" 2 Window 3:Wood Frame 14 0.310 4 SHGC: 0.23 Bathroom#1 Window 4:Wood Frame 14 0.310 4 3" ---7- SHGC: 0.23 Window 5: Wood Frame 14 0.310 4 Air 1 I SHGC: 0.23dmlttanc Valve `%�__+-`� N Wall 2: Wood Frame, 16" o.c. 1,037 20.0 0.0 0,059 49 i I Project Title: Sinn! Residence Report date: 04/23/21 Project Title: Sinn! Residence Report date: 04/23/21 Dish F Data filename: Page 1 of 10 Data filename: Page 2 of10 1st Floor asher I I I l N co 2" CO 3" 4" SDR 35 PVC CO4" To Septic System Waste Plumbing Riser Drawing tr Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed - J Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 's the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her �ESS10 signature and the date of such alterations,and a specific description of the alteration. Scale: 4 " = 11-011 Condon Engineering, P.C. Si nni Residence Drawn by : JJC 1755 Sigsbee Road 670 Hillcrest Drive Mattituck, New York 11952 Orient, NY Date : 4-23-2021 (631) 298-1986 COMPANIES 12'-8" DESIGNER REMOVE EXISTING WINDOWS OFFICE CY LLC I AND END WALL OF DORMER OFFICE-CY.COM I I RE-FRAME PER ELEVATION COREY@OFFICE-CY.COM 330-241-2098 1 = _ EET_ - __p= E37 --- - I I II II STRUCTURAL ENGINEER I II CONDON I ENGINEERING P.C. / I I 1755 SIGSBEE ROAD N - - - - - - - - - - - - - - - UCK, NY11952 631298 I JOHN CONDON - - - - CONDONENG@OPTONLINE.NET I II zo I N I I F1 I L - - -- - - - - - - - - - - - ❑ REMOVE EXISTING WINDOW AND FILL WITH WALL IIII IIII REMOVE EXISTING III WINDOWAND FILL WITH WALL ASSEMBLY PROJECT SINNI RESIDENCE REMOVE EXISTING WINDOWS REMOVE EXISTING WINDOWS RENOVATION AND AND WALL BETWEEN AND WALL BETWEEN ADDITION PROJECT 670 HILLCREST DRIVE ORIENT, NY 11957 34'-0 5/8" NOTES 02 SECOND FLOOR DEMO PLAN SCALE. 1/4 1 0 12'-8" NO. DESCRIPTION DATE r -� DESIGN DEVELOPMENT 10.16.20 - - - - - - - - - - - - REMOVE - - - - - - - - _ _ I i - - REMOVE EXISTING WINDOWS I I AND WALLAS INDICATED PRICING 02.13.21 \ RE-FRAME PER ELEVATION I \\ DESIGN REVISIONS 03.31.21 II -� - - - - - - _ _ - - - - - _ _ - _ - - - - - - == ==� _ _ _ PERMIT 06.10.21 4�7 �, _� __ _ _ - - - - - -L.. . _L - - -L=J- - - =_ REMOVE WINDOW I I I I \ AND FILL WITH WALL FRAMING I I I I � IIII I I L _ _ - - == - - - - - - - - - - - - - - - - - III \ N iI IS T � �, F � i ZZLZ PROFESSIONAL STAMP I F- - - - - - - - -I I- REMOVE EXISTING- � IIII I i I I I L - III WINDOWAND N FILL WITH WALL FRAMING I i REMOVE EXISTING COLUMN RE-FRAME NEW WALLS PER FLOOR PLAN SHEET TITLE REMOVE EXISTING GARAGE, SLAB AND III DEMO PLANS FOUNDATION AS REQ IIII TO CONSTRUCT NEW II ADDITION FOUNDATION DRAWING NUMBER REMOVE EXISTING WINDOWS REMOVE EXISTING WINDOWS AND WALL BETWEEN AND WALL BETWEEN RE-FRAME PER ELEVATION RE-FRAME PER ELEVATION D 101 . 00 34'-0 1/2" SCALE AS NOTED DRAWN BY CY DATE 06.10.21 PAGE XX OF XX - FIRST FLOOR DEMO PLAN co ) COMPANIES DESIGNER OFFICE CY LLC OFFICE-CY.COM COREY@OFFICE-CY.COM 330-241-2098 STRUCTURAL ENGINEER CONDON ENGINEERING P.C. 1755 SIGSBEE ROAD MATTITUCK, NY 11952 I631-298-1986 01 I 02 A301 I A301 CON DON ENG @OPTONLINE.NET I I I I t t t ( SEE STIR DWG I OUTSIDE LINE EXG BASEMENT EXG BASEMENT FOR DETAIL I OF EXG FOOTING WINDOWS TX 1'-7" WINDOWS TX V-7" REMOVE AND FILL REMOVE AND FILL I t EQ EQ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - -� 7,7 I ..• I EXG BASEMENT PROJECT I WINDOW TO REMAIN BEAM POCKET I I — l' • '\� L Z CONIC SLAB a BOTH SIDES SINNI RESIDENCE IN CRAWL SPACE 4" CONC SLAB SEE STIR DWGS SIZE BEAM AS REQ I RENOVATION A N D I �' I ADDITION PROJECT STL COLUMN I ' I 670 HILLCREST DRIVE I ORIENT, NY 11957 COLUMN FOOTING r.. - - - - - -� 03 NOTES COOKTOP DOWNDRAFT N a VENT. RUN DUCT TO EXT = t BETWEEN LAPPED JOISTS I , - - - - - - - - - - - - - -- - - - - - - - - - -1 L_ _l L_ - - -1 L- - - - - - - - - VENT- - - - - - - - - - Ultj i EXISTING COLUMNS, ''` ,?.;'•:;., FOOTINGS,AND BEAM I r. I •, I I - I I -J EXISTING STAIR FLOOR JOISTS LAP BEAM I I I I i J NO. DESCRIPTION DATE BEAM POCKET BOTH SIDES I EXG DESIGN DEVELOPMENT 10.16.20 STAIR EXG BASEMENT WINDOW TO REMAIN PRICING 02.13.21 - ` UP - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L DESIGN REVISIONS 03.31.21 i. • , r� I PERMIT 06.10.21 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 2X10 FLOOR JOISTS NEW 10" CONCRETE SEE STIRDWG EXISTING WINDOW EXISTING 10"CONCRETE EXISTING CONCRETE FOOTINGS @ 16"OC TO MATCH FOUNDATION WALL FOR FOOTING DETAIL TO BE REMOVED. ENLARGE FOUNDATION WALL EXISTING HOME DETAIL OPENING AS REQ FOR CRAWL SPACE ACCESS AND DUCT WORK 26'-11 1/2" t 34'-0 1/2" EXISTING HOUSE t 61' PROFESSIONAL STAMP t NEW ADDITION OVER CRAWL SPACE I EXISTING HOME OVER FULL BASEMENT co Z FESSVO SHEET TITLE N � BASEMENT PLAN FOUNDATION PLAN SCALE: 1/4"= l'-0" DRAWING NUMBER A 101 . 00 SCALE AS NOTED DRAWN BY CY DATE 06.10.21 PAGE XX OF XX COMPANIES DESIGNER OFFICE CY LLC OFFICE-CY.COM COREY@OFFICE-CY.COM 330-241-2098 REMOVE EXISTING SKYLIGHTS AND INFILL WITH ROOF ASSEMBLY hT.O. EXISTING RIDGET.O. EXISTING RIDGE "FEL. +24'-4 1/2" --- EL. +24'-4 1/2" STRUCTURAL ENGINEER ' - BATHROOM SKYLIGHT r - - - , r - - , TOREAMAIN CONDON ENGINEERING P.C. I I I 1755 SIGSBEE ROAD L — — — J L — — — J MATTITUCK, NY 11952 631-298-1986 / \ JOHN CONDON / \ I CONDONENG@OPTONLINE.NET . I Fr==-1� - II II II II II II II II II REMOVE EXISTING WINDOWS I II II II II II II II II AND REFRAME DORMER FACE i II II II II PER ELEVATIONS II II II II II II II II LL=-J - - - - - - - - - - - - - - - -I TO SECOND FLOOR I ,LT.O. SECOND FLOOR '1/2" I "FEL. +8'-9 1/2" — 1I III II III I II II I j I III II III I - II II I I I PROJECT SII II IIS LL JJ I I I III II III I I I L - J TO FIRST FLOOR I I I SINNI RESIDENCE TO FLOOR i SEL. +0'-0" I I I RENOVATION- - - - - - - - - - - - - - - - ON AND ADDITION PROJECT 670 HILLCREST DRIVE ORIENT, NY 11957 REMOVE EXISTING REFRAME EXTERIOR SLIDING DOOR AND STEPS WALL PER ELEVATIONS NOTES 03 EXISTING NORTH ELEVATION EXISTING EAST ELEVATION SCALE: 1/4" = 1'-0" 04 SCALE: 1/4"= 1'-0" NO. DESCRIPTION DATE DESIGN DEVELOPMENT 10.16.20 PRICING 02.13.21 DESIGN REVISIONS 03.31.21 PERMIT 06.10.21 �T.O.�EXISTING RIDGE oL T.O. EXISTING RIDGE E24'_q. 1/2" EL. +24'-4 1/2" NEW SIDE WALL FRAMING INFILL REMOVE SIDING �— EXISTING ROOFING TO CLEAN UP DORMER GEOMETRY THIS ELEVATION TO BE REMOVED. WALL ACCEPT NEW WALL CONSTRUCTION NEW ROOF THROUGHOUT REMOVE SIDING PROFESSIONAL STAMP REMOVE EXISTING WINDOWS AND MODIFY x77 x77 1 T - FF -71 OPENINGTOACCEPT F ==1� NEW WINDOWS I I I I I I I I I I I I I I I I I I �� E{ Y, I I I I I I I I I I I I PER ELEVATON I I I I Q��ai �t �.CU,,o r II II II II II II II II � I L = — JI L LL = = —J] L = = =jj CHIMNEY TO BE PAINTED WHITE - - - - - - - - - - - - - - I I T.O. SECOND FLOORJ168 T.O. SECOND FLOOR I- — ®'��� , 1/2" I I I EL. +8'-91/2" FSS1 / / FF 77 FF 9 vim/ FF 1 FF 77 I II II II II II r , II II II II II I I �r �� I I I I II I I I I III \\ I I I I I I I I I I I I I I 11 SHEET TITLE i I I II II II II III \I 11 II II II II I I II II I I II II II II II� ��I II II II I� I I II II DEMO ELEVATIONS I I L = = J1 LL- =j III i III L - - J L = = JJ I I LL_JJ I I I II � 11 - - I I li I �T.O�. FIRST FLOOR I I I II v= J II hT.O. FIRST FLOOR L — — EL. +0'-0" - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — DRAWING NUMBER FRONT DOOR GARAGE TO D 201 . 00 HOOD AND STEPS BE REMOVED TO BE REMOVED EXISTING SOUTH ELEVATION EXISTING WEST ELEVATION SCALE AS NOTED DRAWN BY CY OZ SCALE: 1/4" = 1'-0" 0 SCALE: 1/4" = 1'-0" DATE 06.10.21 PAGE XX OF XX COMPANIES DESIGNER OFFICE CY LLC OFFICE-CY.COM COREY@OFFICE-CY.COM 330-241-2098 02 01 03 02 A703 A301 A703 A301 STRUCTURAL ENGINEER N CONDON <V ENGINEERING P.C. 1755 SIGSBEE ROAD MATTITUCK, NY 11952 631-298-1986 DECK JOHN CONDON CONDON ENG @OPTONLINE.NET in FACE OF EXG HOUSE ALIGN FLANKING WALL SURFACES WITH EXISTING WALL FACE CEILING PROFILE ABOVE 101 102 103 104 105 HARDWOOD FLOOR THROUGHOUT WITH CLEAR POLY FINISH - - - - - - - - - - - - - - - - - - - - - - - - - - -( APPROX 1,265 SQ FT PROJECT KITCHEN ISLAND, BACK COUNTER I DINING AND APPLIANCES. OWNER PROVIDED KITCHEN LIVING CONTRACTOR TO INSTALL I ROOM ROOM S I N N I RESIDENCE RENOVATION AND / \ EXISTING BASEMENT ADDITION PROJECT CRAWL SPACE ACCESS DOOR STAIR HATCH SET FLUSH IN FLOOR DW \ / 670 HILLCREST DRIVE N \ / ORIENT, NY 11957 M i � 9'-7" 17'-4" 4'-5 3/4" 11'-5 1/2" 4' 11' �2'-2 3/4"10 03 NOTES co DN A301 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —\ io N SPIRAL STAIR. OWNER PROVIDED 000 RUN PLUMBING FROM CONTRACTOR TO INSTALL / \\ REF 0 0 0 N -1 N N NEW 2ND FLOOR BATH UP \ - 90° DOWN TO BASEMENT 6-10" AS REQ. T-5 1/2" 2'-4" 10 cm — EXISTING FIREPLACE 1.1 \ ENTRY STEPS AND LANDING CIO" 3'-2 1/2" o? $� F- zo °' NO. DESCRIPTION DATE BEDROOM 1 BATHROOM 1 DEN DESIGN DEVELOPMENT 10.16.20 FOYER EXG PRICING 02.13.21 106 L 14'-2" STAIR U P 1.6 DESIGN REVISIONS 03.31.21 o0 (V PERMIT 06.10.21 N co r 1.2 1.3 1.4 1.5 7'-1 1/2" 13'-2" 13'-2" 13'-2" 14'-4 1/2" 26'-11 1/2" NEW ADDITION 34'-0 1/2" EXISTING HOUSE 61' PACK OUT WALL TO CREATE CURVE BEHIND TUB/SHOWER PROFESSIONAL STAMP EXISTING EXTERIOR WALL FACE FESSM���' SHEET TITLE N FIRST FLOOR FIRST FLOOR CONSTRUCTION PLAN CONSTRUCTION ((D SCALE: 1/4" = l'-0" PLAN DRAWING NUMBER A 104 . 00 SCALE AS NOTED DRAWN BY CY DATE 06.10.21 PAGE XX OF XX COMPANIES DESIGNER OFFICE CY LLC OFFICE-CY.COM COREY@OFFICE-CY.COM 330-241-2098 STRUCTURAL ENGINEER CONDON ENGINEERING P.C. 1755 SIGSBEE ROAD MATTITUCK, NY 11952 631-298-1986 01 02 A301 A301 JOHN CONDON CONDONENG@OPTONLINE.NET EXISTING BATH TO REMAIN. PACK OUT SIDE WALLS TO NO WORK HERE CREATE FLUSH FACE FRAME AROUND DORMER FACE EXISTING DORMER WALL � OVERHANG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2.1 � 2'-4" PROJECT BEDROOM 4 C` c` SINNI RESIDENCE \ \ / EXISTING DORMER WIDTH CL RENOVATION AND ADDITION PROJECT - - - 670 HILLCREST DRIVE CL (V N ORIENT, NY 11957 OPEN TO BELOW BATH 2 SECOND A301 NOTES 2.6 \ STAIR FLOOR 2_g ``' ° BATH 3 DN HALLWAY % u RAILING WALL 42"AFF 05-6" 7'-5" - 01 0 ElT =77 j- 10'-5" � DN / i ❑ o N °0i M LOFT ,j0•, PATCH AND REPAIR 6'-1 1/2" 15' 2'-2 1/2" FLOOR EXISTING HARDWOOD NO. DESCRIPTION DATE C° CL DESIGN DEVELOPMENT 10.16.20 `° BEDROOM 2 BEDROOM 3 PRICING 02.13.21 26'-6" CL NEW HARDWOOD DESIGN REVISIONS 03.31.21 FLOOR -- PERMIT 06.10.21 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- OVERHANG 7'-1 1/2" 13'-2" 13'-2" 13'-2" 14'-4 1/2" ABOVE 26'-11 1/2" NEW ADDITION 34'-0 1/2" EXISTING HOUSE 61' PROFESSIONAL STAMP 684 oFESSI SHEET TITLE N SECOND FLOOR SECOND FLOOR CONSTRUCTION PLAN CONSTRUCTION PLAN I� SCALE: 1/4"= l'-0" DRAWING NUMBER A 105 . 00 SCALE AS NOTED DRAWN BY CY DATE 06.10.21 PAGE XX OF XX Z k_.e_,..w. 47 COMPANIES DESIGNER OFFICE CY LLC OFFICE-CY.COM COREY@OFFICE-CY.COM 330-241-2098 PTD WHITE FACIA FRAME SURROUND EXISTING SKYLIGHT AND PANELS BELOW WINDOW TO REMAIN T.O. EXISTING RIDGE EL. +24-4 1/2 STRUCTURAL ENGINEER BATHROOM EXHAUST CONDON J, ENGINEERING P.C. 1755 SIGSBEE ROAD MATTITUCK, NY 11952 631-298-1986 JOHN CONDON � � � CONDONENG@OPTONLINE.NET B.O. HEADER E�+16'-4 3/4" v 11 GAF SLATELINE / \ SHINGLE 2.1 io HALF ROUND d T.OSECOND FLOOR GALVANIZED EV L. +8'-9 1/2" GUTTER v LF_IRS�T FLOOR CEILING '-FEL. +T-10" ROUND ` DOWNSPOUTS I d\ B.O. FINISHED HEADER LLI 6 10" DECORATIVE u- \-FEL. CROSS BRACING OPEN OPEN-- OPEN OPEN-- OPEN OPEN-- CO PROJECT HARIBOARD T.O. FIRST FLOOR1 11 Jill 11 11 Jill TRIM PTD BLACK SINNI RESIDENCE OL -FEL. +0'-0" RENOVATION AND ADDITION PROJECT 105 104 103 102 101 670 HILLCREST DRIVE EXG BASEMENT L PAINT DOOR ORIENT, NY 11957 WINDOWS HATCH NOTES 03 NORTH ELEVATION 04 EAST ELEVATION SCALE. 1/4 1 0 NO. DESCRIPTION DATE DESIGN DEVELOPMENT 10.16.20 PRICING 02.13.21 DESIGN REVISIONS 03.31.21 PERMIT 06.10.21 T.O. EXISTING RIDGE �EL. +24'-4 1/2" SIDE EXTENSIONS ON DORMER TO GAF SLATELINE CREATE FLUSH SHINGLE FACE FRAME ON NORTH ELEVATION HALF ROUND GALVANIZED PROFESSIONAL STAMP GUTTER T.O.WINDOW I I-LITY" 1 11 EL. +15'-9 1/2.. �� T' NEW VERTICALy ',e��r-_ CEDAR OR DOWNSPOUTS HARDIBOARD ROUND SIDING PAINTED WHITE L I IJ 2.2 \ / / 1.4L\ L/ 2.5 \ / Lj. LIGHT T.O. SECOND FLOOR EL. +8'-9 1/2" NEW VERTICAL T.O. DOOR/WINDOW FRAME CEDAR OR v HARDIBOARD �EL. +7'-0" / \ / \ / \ / \ SIDING PAINTED WHITE \ WOOD ENTRY \ SHEET TITLE 1.1 \ DOOR C9 DOORBELL ELEVATIONS T.O. FIRST FLOOR EL. +0'-0" DRAWING NUMBER 3"TALL X 1 -1/2"DEEP SILL COOKTOP VENT 106 TRIM BELOW WINDOWS.TYP. EXHAUST A 201 . 00 SOUTH ELEVATION WEST ELEVATION SCALE AS NOTED DRAWN BY CY OZ SCALE: 1/4"= 1'-0" 0 SCALE: 1/4"= 1'-0" DATE 06.10.21 PAGE XX OF XX _,:.. COMPANIES DESIGNER �T O EXISTING RIDGE OFFICE CY LLC L. +24'-4 1/2" OFFICE-CY.COM COREY@OFFICE-CY.COM 330-241-2098 STRUCTURAL ENGINEER ,d-,SECOND FLOOR CEILING E-r L. +16'-7 1/2" CONDON . �I ENGINEERING P.C. BATH 3 BATH 2 LOFT j 1755 SIGSBEE ROAD o MATTITUCK, NY 11952 631-298-1986 : -o I JOHN CONDON CONDONENG@OPTONLINE.NET N ,d,T.O. SECOND FLOOR/LOFT N.� 215 11 11 1 %jr% I I- I VEL, +8'-9 1/2" hFIRST FLOOR CEILING -- VEL. +7'-10" LIVING B.O. SOFFIT ROOM DINING KITCHEN +7'-0" ROOM DOWNDRAFT VENT iv F-q / TO EXTERIOR T.O. FIRST FLOOR ------------- -- EL. +0'-0" - - -- -------------- T.O. FOUNDATION WALL BAOSOEMENT FLOOR JOISTS LAP BEAM NEW CRAWLSPACE NEW CRAWLSPACE _ PROJECT EXISTING BASEMENT �. - G•.. - •L v _ - - INN RESIDENCE S IR I E S N RENOVATION AND T.O. BASEMENT FLOOR EL 8' ADDITION PROJECT .., ,,;,...., .- . :,...:.:v..:.:., ,........ .......:.:.... .LL .;.....: .;..,.: 670 HILLCREST DRIVE ORIENT, NY 11957 NOTES 03 'ECTION AT LONG WALL SCALE: 1/4" 1 0 12 12 FRAME OUT EXISTING 1125 �Q��c� 112s T.O. EXISTING RIDGE 01J.0. EXISTING RIDGE -- LIGHT WELL WITH E' L• +24'-4 1/2" CEILING CONSTRUCTION. EL. 4 1/2" INSULATE AS REQ 12 �Q 11.25 12 rT 12 NO. DESCRIPTION DATE <s P`�cH \ °y n.s P`tcN SEE STIR DWGS FOR ROOF FRAMING AND DESIGN DEVELOPMENT 10.16.20 apOF a°°F BENT BEAM DETAILS PRICING 02.13.21 DESIGN REVISIONS 03.31.21 �SECOND FLOOR CEILING OILSECOND FLOOR CEILING 1/2" I I AND CUT NEWIRAFTERS O PERMIT 06.10.21 VAFTERS EL. +16'-7 1/2" EXTEND I I I CREATE MATCHING PROFILE. I I BEDROOM 4 SECOND BEDROOM 3 I I B.O. OPENING I SEE DETAIL B.OOPENING FLOOR EL. +15-9 1/2" LOFT 5YE - 1/2" FOYER in EXTEND EXISTING RAFTERS I I \ \ I I AND CUT'NEW RAFTERS TO CREATE MATCHING PROFILE. m I SEE DETAIL �TT.O_.SECOND FLOOR T.O. SECOND FLOOR/LOFT ( I I I PROFESSIONAL STAMP 1/2" I SEL. +8'-9 FIRST FLOOR CEILING I O I FIRST FLOOR CEILING .,.F~-`',•'''` ':, . EL. +T-10" B.O. HEADERb I KITCHEN FOYER LIVING ROOM DEN EL. +6'-10 1/2" � ' I I (EXTEND EXISTING RAFTERS AND I IEl 3' # I i CUT NEW RAFTERS TO CREATE I I \ / / — - � ,,,;,� .•/�w ,• N FINAL PROFILE. SEE DETAIL N \ P51 Tg4 ' J' T.O. FIRST FLOOR I I T.O. FIRST FLOOR I I I "'=,1 'DFESSIQ �� YEL. +0'-0" I I RANGE HOOD DUCT T� O. FOUNDATION WALL E O. FOUNDATION WALL hI I I SHEET TITLE I 02 I i NEW CRAWL SPACE NEW CRAWL SPACE I I A302 BUILDING SECTIONS I I EXISTING BASEMENT EXISTING BASEMENT I I I I T.O. CRAWL SPACE FLOOR 01 A302 � A302 1 I I I T � O. BASEMENT FLOOR I T ' . DRAWING NUMBER I I - - - - � A 301 . 00 SCALE AS NOTED DRAWN BY CY ;SECTION AT DORMER SECTION AT LOFT DATE 06.10.21 PAGE XX OF XX 02 „_ ._ ., 01 .SCALE: 1/4 = 1 0 SCALE: 1/4"= l'-0" I I - I FACE OF RIM JOIST ROOF JOISTS TO COMPANIES �OEM - - - I- - - - - - - - - - - - - NOW♦ MATCH PROFILE FACE OF RIM JOIST - I OF EXISTING HOUSE. SEE STIR DWGS DESIGNER I I A0702 I I 1 I PLATE TO ALIGN LWITOHPEXIST NG OFFICE CY LLC 1 i I I HOUSE TOP PLATE O COREY@OFFICE-CY.COM OVERHANG PROFILE 330-241-2098 1 1 ON NEW ADDITION. 1 1 EXTEND EXISTING ,d.,SE—C—O—ND FLOOR CEILING 1 1 EL. +16'-7 1/2" 1 1 OVERHANG TO MATCH 'f 1 „ 1 DORMER BEYOND B.O. OPENING I I NEW DORMER HEADER B.O. OPENING STRUCTURAL ENGINEER r EL. +16'-4 3/4" IrPER STIR DWGS EL. +15'-9 1/2" ' - - - - - - - - - - -� II w VENTED SOFFIT LL CONDO N I ENGINEERING P.C. � 2X8 HEADERS 1755 SIGSBEE ROAD VENTED SOFFIT I � SEE STIR DWGS 63 T 98 1986NY 11952 o m FACE OF RIM JOIST JOHN CONDON N 00 CONDONENG@OPTONLINE.NET co O 04 u- 0 0 mom ""I" 0 EQUAL DIM FACE FRAMEPROFILE- AROUND WINDOW I M OF EXG ROOF 02 ♦ , FACE OF RIM JOIST 1 1 1 1 1 PTD WOOD SILL PACK OUT ROOF AREA OVERHAN 1 1 OVERHANG PROFILE ON ROOF STS BELOW DORMER TO CREATE N 1 NEW ADDITION 1 SEE STIRDWGS NEW PROFILE . PACK OUT EXISTING 1 1 EXTEND EXISTING I 1 ROOF OVERHANG TO MATCH1 OVERHANG TO MATCH iv 1 WALL/CEILING 2X6 WALL WITH PROFILE. FRAME INSULATION 1 1 1 OUT AS REQUIRED T.O. SECOND FL T O. SECOND FLOOR 1 1 � 1 1 _ EL. +8'-9 1/2" PROJECT COORD TRUSS END VERTICAL SIDING 1 ° 1 APROX 13"AVAILABLE L R CEILING 1 ° 1 DETAIL WITH STUB S I N N I RESIDENCE �F_I�RST FLOOR CEILING I BETWEEN BOTTOM OF FIRST F OO C G r _ _ _ _ WALL. SEE STIR DWGS FIRST FLOOR CEILING E�10„ i I 1 EXG JOISTS AND R.O. EL. +7'-10° 1 r 1 EL. +7'-10" RENOVATION A N D _ 1 REQUIRED 1 6 1 B.O. HEADER o SEE STIR HEADER ADDITION PROJECT B.O. HEADER HEADER PER STIR DWGS 1 R.O. - PTD PLYWOOD SEL +T-o" 670 HILLCREST DRIVE EL. +7'-0" 1 1 EL. +6'-10 1/2" V-4 1/2" a HEADER COVER ORIENT, NY 11957 1 1 - - - - - - - - - - TO MATCH COLUMN = - COVER DETAIL PTD PLYWOODVENTED SOFFIT I NOS WOOD FRAME WINDOW I HEADER COVER HEAD CLAD IN HARDIBOARD `,"- - - - - �' - I• mm - - - - - - - '�' TO MATCH COLUMN II OR BLACK ALUMINUM FLASHING I COVER DETAIL TO MATCH WINDOW FRAME u z 0 U N I i x C) w 0 O 0 u- 0 O r r r I DECK PTD PLYWOOD DECK i PTD PLYWOOD NO. DESCRIPTION DATE SILL PLATE I SILL COVER DESIGN DEVELOPMENT 10.16.20 TO MATCH COLUMN TO MATCH COLUMN PRICING 02.13.21 COVER DETAIL i COVER DETAIL DESIGN REVISIONS 03.31.21 HARDWOOD FLOOR I HARDWOOD FLOOR iv PERMIT 06.10.21 - - 1111110 111111 111111 — - - - -� T.O. FIRST FLOORr-1 ; T.O. FIRST FLOOR OgLT.O. FIRST FLOOR EL. +0'-0" EL. +0'-0" EL. +0'-0., 1 I 1 VERTICAL SIDING i 1 T.O. FOUNDATION WALL 1 1 1 .,T.O. FOUNDATION WALL 1 T.O. FOUNDATION WALL EL. -1'-1/4" EL. -1'-1/4" d EL. -1'-1/4" ELL 1 1 z °1 PROFESSIONAL STAMP SEE STIR d a d - 00 FOR COLUMN DETAIL a d a a 1 1 ° A�02 G NEW CRAWL SPACE NEW CRAWL SPACE d SSP .44 '°�a��sst �e d SEE STIR DWGS FOR SEE STIR DWGS FOR ° FOOTER,SLAB, FOOTER,SLAB, AND WALL DETAILS d` d AND WALL DETAILS SHEET TITLE EXISTING BASEMENT T.O. CRAWL SPACE FLOOR 4 T.O. CRAWL SPACE FLOOR EL. -5'-11.. d . d EL. -5'-11" d a d ° WALL SECTIONS d, d ° a DRAWING NUMBER ° d T.O. BASEMENT FLOOR d EL. -8'-6 3/8" a a q 302 . 00 d SCALE AS NOTED DRAWN BY CY DATE 06.10.21 PAGE XX OF XX WALL SECTION.AT DORMER WALL SECTION AT SOUTH WALL WALL SECTION NORTH WALL O� SCALE: 3/4"'= 1'-0" OZ SCALE: 3/4" = 1'-0" O SCALE: 3/4"= 1'-0" COMPANIES ELECTRICAL SYMBOLS DESIGNER DEDICATED OUTLET OFFICE CY LLC OFFICE-CY.COM COREY@OFFICE-CY.COM DUPLEX OUTLET 330-241-2098 QUAD OUTLET 0 0 U GROUND FAULT INTERRUPT STRUCTURAL ENGINEER GFI 0 0 A TELEPHONE/DATA JACK CONDON FTV] CABLEJACK ENGINEERING P.C. 1755 SIGSBEE ROAD 0 0 MATTITUCK, NY 11952 CB CABLE RECEIVER BOX 631-298-1986 SWITCH JOHN CONDON CONDONENGCOPTONLINE.NET TO DECK LIGHTS $ 3 3-WAY SWITCH D DIMMER SWITCH / DItV�ING LIVING / KITCHEN RO� ROOM WALL LIGHT O CEILING FIXTURE GFI / PENDANT FIXTURE GFIn n I / LINEAR FIXTURE 1 // Dw SMOKE DETECTOR I CARBON MONOXIDE DETECTOR IL \ / PROJECT \ / EF EXHAUST FAN \ W SINNI RESIDENCE REF SWITCH TO LOFT LIGHT / GFI FI GFI CL - -- 0 -i RENOVATION AND AA ALIGN RECEPTACLE UP �/ DEN ADDITION PROJECT SWITCH,AND FIXTURE 1L \ VERTICALLY WHEN CL / \ 670 HILLCR ORIENT, NY 11 11957 DRIVE SHOWN TOGETHER.TYP. CL NOTES._ NICHE 1 i FOYER 3 \ 0o I \ I Lo 04 IO I CL CL M I EXISTING RECEPTACLES I TO REMAIN. RELOCATE CL r AS REQUIRED N FIRST FLOOR ELECTRICAL PLAN NO. DESCRIPTION DATE ()2 SCALE: 1/4"= V-0" DESIGNEVELOPMENT 10.16.20 PRICING 02.13.21 DESIGN REVISIONS 03.31.21 PERMIT 06.10.21 • a r.. i PROFESSIONAL STAMP Li y CURRENT BASEMENT / \ LIGHT FIXTURES TO REMAIN -f� ��T 5 ss I I I `\ SHEET TITLE \ / ♦ ` ELECTRICAL PLAN ' - BASEMENT AND FIRST FLOOR EXG STAIR DRAWING NUMBER UP r'. LIA E 101 . 00 Y' SCALE AS NOTED DRAWN BY CY N DATE 06.10.21 PAGE XX OF XX I 01 BASEMENT ELECTRICAL PLAN SCALE: 1/4" = V-0" COMPANIES ELECTRICAL SYMBOLS DESIGNER DEDICATED OUTLET OFFICE CY LLC OFFICE-CY.COM COREY@OFFICE-CY.COM DUPLEX OUTLET 330-241-2098 QUAD OUTLET GROUND FAULT INTERRUPT STRUCTURAL ENGINEER GFI 0 TELEPHONE/DATA JACK CONDO N FTV CABLEJACK ENGINEERING P.C. 1755 SIGSBEE ROAD CB CABLE RECEIVER BOX MATTITUCK, NY 11952 631-298-1986 SWITCH JOHN CONDON CONDONENG @OPTONLINE.NET 3 3-WAY SWITCH D DIMMER SWITCH 5 WALL LIGHT O CEILING FIXTURE PENDANT FIXTURE o LINEAR FIXTURE SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR EF EXHAUST FAN PROJECT SINNI RESIDENCE RENOVATION AND ADDITION PROJECT 670 HILLCREST DRIVE ORIENT, NY 11957 NOTES NO. DESCRIPTION DATE DESIGN DEVELOPMENT 10.16.20 PRICING 02.13.21 DESIGN REVISIONS 03.31.21 rt PERMIT 06.10.21 I ❑ BEDROOM 4 EXISTING RECEPTACLES TO REMAIN. RELOCATE AS REQUIRED CL CL PROFESSIONAL STAMP CL 0 0 CLs r� SECOND OPEN TO BELOW BATH 2 OO`— EXG \ I FLOOR ,0 /�, 1684 STAIR HALLWAY BATH 3 ,. '�O SVQ !„ PN - - - T 1 ❑ SHEET TITLE DN \ EXISTING LIGHT FIXTURE AND ELECTRICAL PLAN RECEPT CLES W LOFT TO REMAIN. ELOCATE SECOND FLOOR \ AS REQ IRED EXISTING RECEPTACLES 1 TO REMAIN. RELOCATE CL AS REQUIRED BEDROOM 2 CL BEDROOM 3 DRAWING NUMBER u D R- 77774 u E 102 . 00 SCALE AS NOTED DRAWN BY CY SECOND FLOOR ELECTRICAL PLAN DATE 06.10.21 PAGE XX OF XX 01 SCALE: 1/4"= V-0" i I cp\�So (3) 2 x 8 MCQ (3) 2 x 8 MCQ24" 21 1 24" 0 24° 0onTub3/Cl) 1 noTub onoTub Son Tub Footings Footings 18" 0 18" 0 Footings g Footing SonoTub onoTube Footings Footings 1 1 1 (3) 2 x 8 MCQ "- Cl (3) 2 x 8 MCQ U 00 S-1 X N 30" 0 30" 0 30" 0 30" 0 onoTub 1 onoTub 1 onoTub SonoTub 1 Footings Footings Footings Footing (3) 2 x 10 MCQ Ledger Board Packed Out to 5 2" 8"0 Galy. Bolts 16" OC 1 1 Staggered _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r —� t— r— I ,, r- - - - - - - - - - - - - - - - - - — — — •.: Partially I I I Beam Pocket I I Cement in 1'-0" I I E Kitchen Step Footin I I Window I I I S-1 Island Cab Above I I I Opening r No. I - - - - -I I I I I ••:;; I - - - - .. . I I I I I I -1 J °O Dowels 24" I I HSS 5 X 5 X 3/ 3.5 x 9.5 PSL_ I CURRENT BASEMENT I 'a. OC 4„ I I I - - - - - - -- Embedment I I I I I LIGHT FIXTURES TO REMAIN A 3.5x9.5 PSL- - -- - — — I — I — — — � I I r:5 I •; I s-1 3.5x9.5 PSL- ---� -- y I I I I I CURRENT BASEMENT �.: I I I —�-- - — — — • . *` ". I Load from Abov a —I— � LIGHT FIXTURES TO REMAIN I I-- - - - - J I 2x10 FJ I- - - -I „ „ I I I I I 16" OC I i 3'-6"x 3'-6" X 12 e/w No. 5 Rebar 11 OC —1N I j I I — (3) 1.75 x 9_25 LVL e/w (2) 5 FP— v, " U E/w ` I I _ _ __ °; I ` I (2) 2x10 - - - - ILQ I NC° _ I L — .♦i: I - - - - - I � SS5X5X3/8 I �� I x (2) 2 x/1 0 I C I (2) 2 X 10 L- — — --� ,.. I `.. •. I I (2) 2 x 10 13'-3/4° - I I F Ste Footin I of I p o I ,..: I I ce) I I c� "'� EXG I EXG Beam Pocket _ '' I STAIR I I I I STAIR T .liI I UP �--- —T .y•t` �— — —I '.1:;: L— — — — — — — — — — — — — — — — — — — — — �; I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� i. — — — — — — — ..• . •. ♦ ..a a .. •. L .. ♦ i .. ,. . 4 I t, i 4 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �. i� - - - - - - - - - - • .: : •� Foundation Notes: No. 5 Rebar 1st Floor Vraming Plan Dowels 24" Foundation Plan The contractor is to verify all measurements in the OC 4" field and any discrepancies are to be brought to the Embedment 2x6 Studs 16" OC Engineer prior to construction. 1 -All concrete 4,000 psi after 28 days minimum. a" 0 Anchor Bolts 25" OC in 8 End Zones 29 2 -All rebar ASTM A-1315 Grade 60. OC in Interior Zones Design Loads: 3- Footings are to be installed on undisturbed virgin 2 x 8 MCQ Sil Roof&Attic-Live Load - 20 psf soil. The bottoms of all footings are to be installed a - Dead Load - 15 psf (3) 2 x 10 MCQ 1 st& 2nd - Live Load -40 psf minimum of 3' below grade unless indicated - Dead Load - 15 psf otherwise. Copper Termite Shield Packed Out to 5 2" p 4- Follow cold weather concrete treatment relative to add mixtures in accordance with ACI 212.3R. Use 8"0 Galy. Bolts 16" OC Staggere 2) 2 x 10 -Wind Loads- 135 mph -ASCE-7 Air-Entraining admixtures per ASTM C260, AASHTO M'WFRS - Method 2 M154 or Water Reducing and Set- Controlling Admixtures per ASTNI C494, AASHTO M 194 only. Design Criteria - Do not use Calcium Chloride or other corrosive type 10" admixtures. Expansion Joint and * NYS Residential Code R301.2.1.1 and utilized the methods Simpson LU2 and procedures stipulated in Chapter 2 Engineered Design Joint Sealer p • .4 TI I 5 -All rebar in the foundation are to be galvanized in a x -W 1.4x1.4 WWM and Chapter 3 Prescriptive Design in the 2001 American accordance with ASTNI A767 Standard Specification • 4" Poured Concrete 6 x 6 x .75 Hot Dipped Forest and Paper Association Wood Frame Construction for Zinc-Coated (Galvanized) Steel Bars for Concrete 1 2lab Galy. Angle Manual (2001 WFCM) for One and Two Family Dwelling Units Reinforcement. All rebar fabrications shall) be 12 Z"S and ASCE 7. galvanized to the requirements of ASTM A123. 8" 0 Galy Bolts Throug Foundation Simpson 24" OC CCQ4.62-5.50SDS 4 3„ Stainless Steel 1--20" " Compactable Base Material 3� 10 Mil Polyethylene Vapor Retarder HSS 5 X 5 X 3/8 2#1 Simpson LU (3) No. 5 Rebar p Foundation Cross Section _ Scale Y"=1'-0" • I Top of Footing -TO F x 6 MCQ 0 / 3„ 14 X14 X4 _ 16 • ' � • Framing Detail Base Plate iv I , 14" 5" 0 Simpson TITEN 2' Simpson ABU6 ZM x. : : E Scale Y"=1'-0" Anchor Bolts a ,:° "; ,�Q'� � 'r 2„ 4,000 PSI Non _ d 3„ 1 Shrink Grout . , . .. .. .. a Steel Base Plate Pedestal Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education t 1 .;a .,. ,. ....?•'' ::' ..Na:.; Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Pro essional tect,or Land Surveyor, ter any item in ny way.If an ° °•' ... •. a 30" hefseal of an Engineer,Architect,or Land Surveyorts altered,the alterriing Engineer,item Archiit Architect,bearing P 051684 ° ° �' Land Surveyor shall affix to the item hislher seal and the notation"Altered by"followed by his/her , FESS���°�� signature and the date of such alterations,and a specific description of the alteration. N °a . • °. , ... ., Section Detail 777a e p ° Scale%"=1'0" 3'-6" Scale: 4 = 1'-0" Condon Engineering, P.C. No. 5 Rebar , Sinni Residence 11" OC E Isollated Footing Detail p Footing Section Drawn by : JJC 1755 Sigsbee Road 670 Hillcrest Drive C Scale 1"=1'-0" (��ScaleyF Mattituck, New York 11952 Orient, NY =1'-0" Date : 5-13-2021 (631) 298-1986 x 6 Wood Column S-3 HSS 7 H2HSS7x7xHSS7x7x HSS 7x7xx W12x35 W12x35 W12x35 -- -- — — - - -- — - - - - Top — — -- - - - - . Flanges INING ROOM W 12 x 35 -A992 oment Connectic n I olment Connection End Offset= 0.25 in. 3.. - 2@3=6" CC) -®- DW LIVING - -- - ROOM KITCHEN A -� 3 BOLTS/ ,/16 PL8.25 in. x YLL 05/8"0 A325-N -STD 3.25 In. x 0.22(2) 1.75 x 9.2 (1) 0.625" FP Beam x U in. -A36 3SS 7 x 7 x 2 - A500-B OOO �C�O 4 7REF I co to U w UP 2 x N 16" OC i DEN C14Ln IIC\! O HSS 6x6x8 2 x A FJ I x 16" C > (2) 2X10 - - -- ) 3„ > 16 N I 3/4" Steel r` N Base Plate Ln 2x10 FJ °x' 13 N16" OC LO I BEDRO M 1 I BATHROOM FOYER 1 M ro (3) 2 x 8 (3) 2 8 (2) 1.75 x 7.25 LVL (2) 1.75 x 7.25 LVL 2nd Floor Framing Plan a"0 Galy. Steel Bolts I i ustomized Hanger See Detail Below 2" 15" ® Moment Connection Details (3) 1.75 K 9.25 LVL 5/8"0 Bolts2%z" 16" Scale 1" = 1' 8 I I I (2) 0.5"A36 Steel 2%2" 1 Flitch Plates 64.. 4 64 22 (2) 1.75"X 9.25" LVL /8"0 Bolts 2%2" ,• 16" - 22 - - - - - - " 0 Bolts 36" OC 2.1 22' Column Buildout Detail D _ 33/4" 4 Thick Steel Scale 1" = 1' (1) 0.625 A36 Steel Flitch Plate 2/z 3 , co Connection Detail4j Flitch Beam Details BPlans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale 1" = 1' Scale 1"=1'0" Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed �� 1 Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearingS �✓ the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or � p��FES$�4�Q^ Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale: 4 " = 1 -0" Condon Engineering, P.C. Sinni Residence Alfti, Ask Drawn by : JJC 1755 Sigsbee Road 670 Hillcrest Drive Mattituck, New York 11952 Orient, NY Date : 5-13-2021 (631) 298-1986 S-3 BEDROOM 4 CL o 0 0 0 CL o 0 / c W6�L NO O O O X O O / I \ N / \ v7 N m OPEN O BELOW i m \ BATH 2 EXG BATH 3 0 0 C: STAIR ° .1 — UDN o 0 a- I d 1 L 1 L c `q I in D W o 0 3 3 3.5x14PSL O ❑ ° o 3.5x14 SL 1 a) 3.5x14 PSL 0 I > ❑ U d (3) 1.75 x 11.25 LVL e/w (2) 0.5 FP 0 X x Bent Beam ° LO 1 ti MOfco N 0 N CL ° "N c� I BEDR M 2 W N BEDROOM 3 O 1 LUT CL (3) 1.75 x 7.25 LVL (3) 1.75 x 25 LVL (3) 1.75 x 7.25 LVL (3) 1.75 x 7.25 LVL O 0 Roof Framing Plan ° ° 3.5 x 14 PSL Ridg impson HUS412 0 0 0 0 0 (2) 1.75 x 9.25 LVL e/w 0 0 (1) 0.625" FP Beam 0 0 W12 x 35� 0 0 0 0 (3) 1.75 x 11.25 LVL e/w(2) 0.5 FP 0 ° Weld Steel in Field ° 0 Bent Beam O 8'-4" 0 0 6 8" 6�" 5116 s" 0 Bolts / \ ° 0 -TJ- \ \ / / \ ° O / / \ 0 O s ,ro 100.38880 Verify in Field \ / o W. �h•'Y.: ol:h y ' C•" •i 2 1„ \ 8 "0 Bolt Holes 2211 \ 4 c °\ �,N A Building Cross Section 5 1,t z Cn \ , 22 '� ���/��' ✓�•� cud°cox �. •r 7. �, \ Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education C� \ Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing \ the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her B Bent Beam Details X60 701 signature and the date of such alterations,and a specific description of the alteration. Scale "=1'-0" C) 24'-9 ," Scale: 4 = 1'-0" Condon Engineering, P.C. Sinni Residence 4 91 Drawn by : JJC 1755 Sigsbee Road 670 Hillcrest Drive Mattituck, New York 11952 Orient, NY Date : 4-28-2021 (631) 298-1986 O O Framing Notes: 0 o � I O The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. � RAFTER Wood Framing 2.5A TOP PLATE 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: Simpson LSTA30 Ridg 0 OR •• HEADER at each Ra Fb = 825 psiO 0 Simpson MTS30 Rafter Strap Fv = 95 psi at each Rafter Tail Fc perp = 625 psiOP PLAT O E = 1,600,000 psi O RAFTER 1 2 2. All Parallam (PSL) Lumber is to have the following minimum specifications: 0 STUD Fb= 2,900 psi Simpson Fv- 2, 0 psi son H2A Hurricane Ties Fc perp = 750 psi 4' at each Rafter Tail E = 2,000,000 psi Zone 1 Zone 2 Zone 3 3. 3.AII Microllam (LVL) Lumber is to have the following minimum specifications: Field 6" OC 12" OC 4" OC Fb = 2,600 psi Fv = 285 psi Panel Edges 6" OC 6" OC 4" OC STU Fc perp = 750 psi BOTTOM PLATE E = 1,900,000 psi Nailing Requirements for 130 MPH, 3 Sec. Peak Gust, "' Thick Roof Sheathing with 8d Common Nails or 10d Box Nails RIM JOIST 4. All pressure treated lumber is to be MCQ No. 2 or better Southern Yellow Pine. Roof Sheathing Nailing Details PLATE Ft = 975 psi Scale: 1/8" = 1'-0" Fv= 90 psi Fc perp = 660 psi Simpson ST22 Strap E = 1,700,000 psi Typical 2nd Floor 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in Table 31 Nailing Schedule(Wood Framed Construction Manual 2018 , Pages 149 and 193) Strapping Detail accordance with the manufacturer's specifications. NTS Number of Number of 6. All TJls are to be installed in accordance with the manufacturer's specifications and shall include Joint Description Common Nails Box Nails Nail Spacing 8" O Anchor Bolts 25" squash blocking and web stiffeners at bearing points on girders and other load bearing areas. ROOF NAILING Cin 8 End Zones 29 OC in Interior Zones Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5- 16d each lap connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie 8. AIII floor sheathing is to be 23/32 inch AC type plywood, tongue and groove, with an APA span rating Blocking to Rafter(Toe nailed) 2-8d 2- 10d each end of 48/24. Floor sheathing shall be glued and screwed to the floor joists ( 6" O.C. edges and 12 " Rim Board to Rafter End Nailed 2- 16d 3-16d each end WALL FRAMING O.C. field ). SIMPSON LSTA36STMTop Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot To Plates at Intersections Face-nailed 4-16d 5-16d joists-each side SIMPSON LTP5 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d p ( ) 1 STRAP Gammon nails 6" O.C. edges and 12" O.C. field. Stud to Stud(Face-nailed) 2- 16d 2- 16d 24"o.c. Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Simpson BP Typical Wall and 10. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. Sill Strapping Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud . . . Detail :: 11. Double joists are to be installed below parallel walls. ' 12. Blocking is to be installed at all point load bearing points. Strapping Details Bottom Plate to Floor Joist, Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot 13. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist NTS 14. All bolts nuts and washers are to be hot dipped galvanized. Bridging to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Steel Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 1. All steel is to be ASTM Specification A-992-50 Joist on Ledger to Beam(Toe-nailed) 3-8d 3- 10d per joist Band Joist to Joist(End-nailed) 3- 16d 4-16d per joist 2. All steel used in the first floor framing is to be Galvanized in accordance with ASTM Specification Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot ASTM A123 ROOF SHEATHING Structural Panels(See Notes 4,5 and 6) 3. All bolted connections are to be made with A-325 bolts. Interior Zone 8d 10d 6"edge 112"field Perimeter Edge Zone 8d 10d 6"edge/6"field 4. Square/rectangular and circular columns are to be ASTM Specification A500. Gable End Rake with up to 1'Rake Overhang 8d 10d 6"edge/6"field 5. All welded connections are to be done by a certified welder and conform to AWS and AISC CEILING SHEATHING standards. Gypsum Wallboard I 5d coolers 5d coolers 7"edge/10"field WALL SHEATHING 6. All weld joints are to use E70XX electrodes. Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/12"field 7. Steel is to be prime coated. 5d coolers 5d coolers 7" edge/10"field Gypsum Wallboard 8. %2"web stiffeners are to be installed at all point load bearing points and over all column supports. FLOOR SHEATHING Structural Panels 9. All columns are to be bolted to steel girders with%2" bolts and to wood girders with Y2" lag bolts. 1"or less 8d 10d 6"edge/12"field 10. All girder splices are to be made above columns. (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain load path. (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used. (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter zone attachment requirements shall be used. (5)Tabulated 12 inch o.c. nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0,49,For ft' F' the nails spacing shall be reduced to 6 inches o,c. r- framing members with<0.42<G<0.49, p gY. (6) For wind speeds greater than 130 mph, blocking is required which transfers shear load to two additional rafters(3 rafters in Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education total). Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing ~684 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or �. Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her `� QFESSigQ�• signature and the date of such alterations,and a specific description of the alteration. Scale: 4 " = 1'-0" Condon Engineering, P.C. Sinnn Residence Drawn by : JJC 1755 Sigsbee Road 670 Hillcrest Drive Mattituck, New York 11952 Orient, NY %5=4 Date : 4-14-2021 (631) 298-1986