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HomeMy WebLinkAbout49164-Z zrt-m� F04 oG Town of Southold 8/5/2023 P.O.Box 1179 o • 53095 Main Rd 41 4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44411 Date: 8/5/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 1100 Silvermere Rd,Greenport SCTM#: 473889 Sec/Block/Lot: 47.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/8/2023 pursuant to which Building Permit No. 49164 dated 4/26/2023 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: "as built"alterations to existingstorage torage building with laundry room as applied for. The certificate is issued to Silver Sands Hldgs I LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49164 7/20/2023 PLUMBERS CERTIFICATION DATED 6/5/2023 fi Ne INams Plu ing l Ot� ut o ize Signature TOWN OF SOUTHOLD ��S�FFQI BUILDING DEPARTMENT H z TOWN CLERK'S OFFICE "o • ,' 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 #: 49164 Date: 4/26/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: legalize ' as built" alterations to existing accessory garage/storage building as applied for per DEC NJ letter. At premises located at: 1100 Silvermere Rd SCTM # 473889 Sec/Block/Lot# 47.-2-14 Pursuant to application dated 3/8/2023 and approved by the Building Inspector. To expire on 10/25/2024. Fees: AS BUILT-ACCESSORY $200.00 CO-ACCESSORY BUILDING $50.00 Total: $250.00 BuildWg Inspector �o�SUFFa TOWN OF SOUTHOLD �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • '' 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 #: 48655 Date: 12/27/2022 Permission is hereby gran ed to: Silver Sands HI s I LLC c/o Alexander Pe os 19215 Soundview Aye Southold, NY 11971 To: 200a underground electric s ice and electrical wiring for garage. (Garage location is between units 107-108) V 0 At premises located at: 1100 Silvermere Rd, Green SCTM #473889 Sec/Block/Lot# 47.-2-14 Pursuant to application dated 12/27/2022 and approvedb the Building Inspector. To expire on 6/27/2024. Fees: ELECTRIC $175.00 Total: $175.00 Building Inspector, SO!/r�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 00iJNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holdings I LLC Address: 1100 Silvermere Rd 108 city.Greenport st: NY zip: 11944 Building Permit#: 49164 Section: 47 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wilcenski Electric License No: SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water 30A GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 11 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt 3QAX2 Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: Mini Split-1, W/D-2, 200A Panel 30 Circuit/ 14 Used Notes: Storage & Laundry Inspector Signature: . Z- - ate: 7/20//23 S. Devlin-Cert Electrical Compliance Form Wsour 'o lCi Town[fall Annex 'telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 %4 BUILDING DEPARTMENT TOWN OF SOUTHOLD JUL 1 9 2023 BUnDING DEPT-. TO'T'N CERTIFICATION Date: Building Permit No. Owner: (Please print) P1tunberTPC'--- Off;' 'P�eta 095 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. U(Plumbers Signature) Sworn to before me this QG day of_,TNJM 20_AdA� PAUL C EAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.OICA6151160 Qualified in Suffolk County County Commission Expires August 14,20 Notary Public, County o�aOF SOpTyo 9rl Lf << °d Srlvel4l Q re . # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 'o b �� e INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. y [ ] 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: Jae qzj-- � DATE INSPECTOR I� OF SOUTyOIo — # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rULATIOWCAULKING FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION D [(1 ] PRE C/O [ ] RENTAL REMARKS: ` � rlS / l egnh 6 Nw6w la ht[jik, odffb�q, ' C,0�7 DATE INSPECTOR OF SOUTyo 'tel i �A� �( o-� h� �O * # TO N OF SOUTHOLD BUILDING DEPT. �� • `ycau631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: laoA j/'i 0U r DATE INSPECTOR • 1 � --'` ON I OVA�r�rr ■ ��rrr r■r�rr �unr�rr Nunow � rRON ,, own r `j`Fi41 - �J•�'{{Y'��;�W. .'Z �"%-1���••{iO:�, ,��y.{.'1: .. � 'p'• A'?.Vii '1, !i� I j.� �, ✓S � + .�_ �'_ z'i f vt,"_�� ` '`.�'f%� -i � `fes µi ! tet ,,tl� ��- S.n C'r,,.m; •�7'� Ti 'r �`+'- , .k • L �j�.�'.�Y. 1 �T•�•�t� �,,y � - � �r i� s� std- � /- '�A����, •4th' V'i ,r' t ;fi+�' 4 � :fW'7� ,-93•'w ��T`'"� p,�y w'fy (1-. '_. �cT i'�'- '!;� h:T Y'I�?r���'��r�l�. 'f"5� +r'�� !a>� "`7�,� � r, F,i � .!1` .�YTi�'i %'; ��•eY��a�.l�^.�tc.��+.`^`t'Fr"`<�,rr`Y(',� .� 1 ' N. J. MAZZAFERR(J P.E. PO Box 57,Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer July 25,2023 Desigyn, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road J OV-1 Southold NY 11971U� , Re: Silver Sands Holdings I,LLC 11.00 S ilvermere Road J U L 2 6 2023 Greenport,N.Y. 11944 BU11,DINC DEPT. District-1000,Section-47,Block-2,Lot-14 ,t,®``tee : .1. 1 ,1. Building Permit Number—49164—Cottage 108—Accessory Building ASHRAE Standard 90.1—Performance Based Compliance On 6/21/2023,I inspected the construction at the noted location.The inspection covered the newly installed elements for the alteration to the existing structure. The areas inspected included the first floor,roof,fenestration and mechanical systems of the renovated accessory building. The inspection results are: Items installed conform to the Prescriptive Path Criteria for Energy Related Compliance. The building components reviewed include Insulation(R Values),Fenestration(U factors), Lighting Power and HVAC systems. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment,construction as installed conforms to the ASHRAE Standard 90.1, Performance Based Compliance. OF Fye, Nicholas J.Mazzaferro,P.E. 0 10 057a9g pR�fiFSSioC1A�'�� 1-71 7 N. J. MAZZAFERRO, P.E. JUN 2 g 2023 - PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 ��1rI�; . ,T Consulting Engineer r -, June 28, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-14 Building Permit Number—49164—Cottage 108 Accessory Building Inspection—Framing On 6/21/2023, I inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structure. The areas inspected included the first floor and roof of the existing accessory building. The framing work included exterior and interior walls, floor, ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. APSE OF NEk, Y O�'PS J.Mq�9 0.p� F Nicholas J. Mazzaferro, P.E. 9 o �O 0570) aR �� OF�SS1 14 1 � 7 N. J. MAZZAFERRO, P.E. JUN 2 9 2023 _ PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 II�',l"N(' ' Consulting Engineer June 28, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-14 Building Permit Number—49164—Cottage 108 Accessory Inspection—Rough Plumbing On June 21, 2023, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Note—The rough plumbing was connected to the existing water and septic systems which are part of the Village of Greenport master system Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. F NEw ro vP5 • MA Nicholas J. Mazzaferro, P.E. i• a T2s NO 051�9� �=(u pRQFESS101`�A� N. J. MAZZAFERRO, P.E. JUN 2 9 2023 PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 ' ;� `'� ''; �A , Consulting Engineer June 28, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47, Block-2, Lot-14 Building Permit Number—49164—Cottage 108 Accessory Building On 6/21/2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the exterior walls, floor and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-15. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building - Alterations. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R- 23. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building-Alterations. 3 —First Floor—Insulation provided and installed by general contractor. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building -Alterations. The insulation and caulking installation as verified by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation provided was done in compliance with Section C503, Alterations of the 2018 IECC. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and tE o NEW applicable Codes of NYS and Southold Town Building Codes. 1" 93 9,0 F 1 7p Nicholas J. Mazzaferro,P.E. z ° w zw �FQ �0 05-109y AROFESSIONP� FIELD INSPECTION REPORT DATE COMMENTS . b t� FOUNDATION (IST) ------------------------------------ C FOUNDATION (2ND) z 0 0 cn H ROUGH FRAMING& PLUMBING t r INSULATION PER N.Y. STATE ENERGY CODE lav Ply . too 4 0• rnwt . YJ FINAL 1� VVU IA, . KIM 0 ADDITIONAL COMMENTS vm— v2 If G01, 3 � 2 R 23 aP4 L2 U k, �� rn a.., - 5 ce-� �; -3, 0 x rNx r rt x H x e r� b H ��SFact.o TOWN OF SOUTHOLD—BUILDING DEPARTMENT cG a Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 y • �� 4 Telephone(631)765-1802 Fax(631)765-9502https:%/www.southol`dtowffiygov, Date Received -APPLCCATI'ON FOR;BUILDING PERMIT ItGtIImI For Office Use Only LJ PERMIT NO. 1/ MAR 0 8 7023 Building Inspector: ( I SEPT Applications and forms,must,be;filled:out in their,entirety.Incomplete TMN 01`801THDl_D applicationswillnot be accepted:°,Where the Applicant Is not the owner,an Owner's Authorizatlon'form(Page 2).shall.be completed. Date:FEBRUARY 27,2023 OWNER(S)OF PROP.ERTY:' . Name:SILVER SANDS HOLDINGS I, LLC scrM#1000-47-2-14 Project Address:1100 SILVERMERE ROAD, GREENPORT NY 11944 Phone#:917-318-0027 Email:ALEX@SILVERSANDSMOTEL.COM Mailing Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON: ' Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH@GREENPORTBREW.COM DESIGN:PROFESSIONACINFORMATION '- Name:,JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address:1755 SIGSBEE ROAD, MATTITUCK, NY 11952 Phone#:631-298-1896 Email:condoneng @optoniine.net CONTRACTOR INFORMATION:,, Name:HIGHLAND PEAK,GROUP, LLC -Mailing Address:19215 SOUNDVIEW AVENUE, SOUTHOLD., NY 11971 Phone#:917-318-0027 Email:ALEX@SILVERSANDSMOTEL.COM DESCRIPTIOMOF PROPOSED.CONSTRUC nON.. ❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: D Other New doors and windows on detached garage of cottage 108 $ o Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BN 1 PROPERTY.INFORMATION Existing use of property:MOTEL- Intended use of property:MOTEL- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? 11Yes 19.No IF YES,PROVIDER COPY. 8 Gheck Box After Reading: The ovmer/contractor/design professional is respafsIble for all drainage andskmm water.Issues as provided by , - chapter 736 of the Town Code.;APPLICATION IS HEREBY,MADE to the Building Department for the,issuance of a.BuIlding Pemdt,pursuant to the Building Zone ordinance of the Town of Southold;Suffolk;County;New York and other eppBcabte laws,Ordinances or Regulations,for.the construction,of buildings, r addrdans;akerations or for removal or demolidon as herein.desaibed:•The applicant agrees to tanply with alfappRcable ordinances;building code, housing code and reguiations.and to admit authorized inspecto-onpremises and in buildirig(s)for neoessary,inspectlons False statements made herein are punishable as a XIass A misdemeanor pursuant to section 710.45 of the New Yak State Penal Law.. Application Submitted By(print name):Alexander Perros 0Authorized Agent BOwner Signature of Applicant: Date: CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF SUFFOLK i Commission Expires April 14,2_a; being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe OWNER (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. n efore me this 61 I ►a� da of FEBEHARY 20 23 7Y Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 NEW YORK STATE D PAR'T'MlriNT OF ENVIRONMENTAL NAL CONSERVATION DIvlr,lau oC 13110ot owntral Pot 1111t4'Rt ulall 1 SUNY;a'Stony Brook,50 Chdo Road.Stony Mot(,NY 11790 R(631)444-03651 F:(631)444-03GO LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re: Application #1-4738-04898/00001 Silver Sands Holdings I LLC Property: 1100, 1220 & 1135 Silvermere Road SCTM# 1000-47-2-13, 14 & 15 Dear Alexander Perros: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above properties landward of the functional bulkheads greater than 100 feet in length, as shown on the survey prepared by Young and Young, last revised 5/17/2022, which was constructed prior to August 20, 1977 as evidenced on Tidal Wetland Map #720-552, are beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kisperr Permit Administrator cc: BMHP File —1 NEW Y0141( 1)0pdrtlltunt ur Commotion r�- _ $I�(Itrllnuiv E?n+rl1't;•nrllpnit�r BUILDING DEPARTMENT-Electrical Inspector C4 2: TOWN OF SOUTHOLD w _:kIr Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 g ® ,* Telephone (631) 765-1802 Temporary Certificate # 4)0 Date -;�-— 3 2023 Customer Name S) "Av Akv-0j p dal/y, Electrician Name TT— ) I 777 Address 000 9df-C_�,t �. Phone 3/ "� - (0 2, e-mail a-mail /,c)J C�/'LS/U 2��c /(�cQ A-9 ] 06-.1? Phone 1-) ' � 0 Q b-. 7 License# 01 - /�e,5-- Size_,qS�2_A Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for�ddafrom the date abov Authorized by S-tom 1 J -s-crvl '9o. o 0 BUILDING DEPARTMENT-Electrical Inspector T r. �¢r TOWN OF SOUTHOLD .. Town Hall Annex- 54375 Main Road - PO Box 1179 ° ,. Southold, New York 11971-0959 M A6 � } Telephone (631) 765-1802 - FAX (631) 765-9502 roger[@southoldtownny.gov - sea nd(&southoldtownny a�ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Z2` Company Name: c"'-s) Electrician's Name: License No.: V?Z 3-Zvi F Elec. email: Elec. Phone No: 31.73 b'z-fiF Oil request an email copy of Certificate of tompliance Elec. Address.; v-'4 fJ SCG JOB SITE INFORMATION (All information Required) kj( 17C Name: ✓rte s. .�.S �i� �L Address: / b Cross Street: 2 2� Phone No.: 5' Bldg.Permit#: *� email: Tax Map District: 1000 Section: 7 Block: Lot: / BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): a� Cs '1a —6Q C DCSquare Footage: a Circle All That Apply: Is job ready for inspection?: E] YES©NO 7 Rough In F Final Do you need a Temp Certificate?: 21 YES❑ NO Issued On Temp Information: (All information required) Service Size[, PhF-13 Ph Size: .9-0 10 A #Meters Old Meter# 4]New Service[]Fire ReconnectE]Flood Reconnect QService Reconnect[Underground averhead #Underground Laterals 1 2 H Frame Pole Work done on Service? r7l Y RN Additional Information: PAYMENT DUE WITH APPLICATION c ` ►�'►5s�-�- G02:-� + Jv 575 N-1 - I i O o S 1r UVViJZM ZJZ;, R-j Tf- { L000 - oLil- -- 02 - lL/ Zo4-- yOs�¢Faj�CO BUILDING DEPARTMENT- Electrical Inspector - «h�© Gy TOWN OF SOUTHOLD C= Town Hall Annex - 54375 Main Road - PO Box 1179 "' Southold, New York 11971-0959 o � Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownnygov — seanclCaD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: . ❑1 request an email copy of Certificate.of Compliance Elec. Address.: JOB SITE INFORMATIO (All Inform Required) Name: �(/ {� Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF,WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?- ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On 1 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 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT P Address: r� Switches l' Outlets 1 I C� G FI's (I Surface Sconces Ill I H H's UC Lts Fans ' Fridge HWCi Exhaust ; Oven W/D Smokes DW Mini Carbon Micro Generator ombo Cooktop Transfer �C 1 A Hood Service Amps Have Usec )pecial: ':omments �J 4 )JDBm mn1bar 26& 2022 � •F;sa i��`�f T�r i . 1� 235 MEMO SMJU--u SIM lf�f(a1M rOILU&T 11DugpWIWEunft cmff t}1 e@M SF;r M5 ON r, IIT-IWY 4 36@11'ap;1nMk AT(euoauL ya pDoaadk,R\Y 11Il98D TO(Wa1 7-024B FS= WAD 1 : @dA4ti0R MMEMM1);.11 OAD(1TnIP31�{ �91�OW,U\1111944 VWV..1 UfMAgw,,.Its. EWTI _M 1TAi 1G�1,M 1111D #1.v)TQITCf 7th tZ Gtv'1: .11F a 1t1£� fi3 :GO0047,13- 7.3.20GO 30M,: TOGGG479W'7-.1�-21OU, 1 3190K rortMtrmUYFIrrA DEpaw MYOR To vAlmlum ft any gwun(C mm-- «n [R wms AM WkB MMMY ,2PPWftMMMA OM39 SEaTage dASpDSA ffaCSif ES far dbe ajbWe- im�md@MBB�ur�Die 1bB m ks peaeA by 03V n pDTT Sower DL-Inaa.+nd1 farad 1�trtAA to he smn.&a a ffy.. WIAULAVE Eff ff 60M ibB Off�li Y ffumr&Ev ZSSE5UmCA,p2mse caul me aT X631)47/7-9240 PAM ..Im rte,P..a:.. Y Sam FN.MO IteIw � L• :1. G Eu..2m HitUDIInIlDmua1 7REASIURfE �'1MW of(limme mlpla t fR1r®{fi'//AIrf�7if BU 211171 wk aste WALT Tueaftmml llnbmo From: Adam arautigam abmudgam@greenportvillage.org gf / Subject: RE:SUver Sands/Cottage 108 Garage Date: January 24,2028 at 9:09 AM . To: Alexander Perros alexanderperros@startmail.com Cc: Adam Hubbard ahubbard@greenportvillage.org Hi Alex, I just checked, that parcel 47-2-14 was included in the previous s-9 letter produced on 12/28/22. Therefore,that letter should be adequate for any sewer needs related to the parcel. Thanks, Adam Brautigam Treasury Department Village of Greenport 631-477-0248 x 202 �1 cI"k, From:Alexander Perros<alexanderperros@startmail.com> Sent: Monday, January 23, 2023 7:04 PM To:Adam Hubbard<ahubbard@greenportvillage.org> Cc:Adam Brautigam<abrautigam@greenportvillage.org> Subject: Re: Silver Sands/Cottage 108 Garage Hey again, just so you have it...that tax map number is 1000-047-02-14 and the address is 1100 Silvermere Road. On Jan 23, 2023, at 10:50 AM, Adam Hubbard cahubbard@areenportvillaa%ora>wrote: Hi Alex, I spoke with Adam Brautigam about the addition of the half bath and there is no issue.We just need to confirm if a S9 letter was already produced for that property, if not we will get another printed up for you. -----Original Message— From: Alexander Perros<Blexanderperros@startmail.com> Sent: Friday, January 20,2023 3:36 PM To: Adam Hubbard Qhubbard@green op rtvillage.org> Subject: Re: Silver Sands/Cottage 108 Garage Hi Adam - hope you had a good time away. Monday at 10am is great. See you then. Alex i [ On Jan 20, 2023, at 3:33 PM, Adam Hubbard ®hubbard@ rg een op rtvillage—arg>wrote: Good afternoon Alex, I've been out of the office for the past week. Let's plan on meeting Monday at around 10am if that works , let me know.Thanks. -----Original Message---- From:Alexander Perros®lexanderperros@startmail.com> Sent:Thursday, January 19, 2023 5:16 PM To:Village of Greenport Waste Water Plant a. dp@green op rtvillage.ora> Subject: Re: Silver Sands/Cottage 108 Garage Hey Adam, Just checking in on this. Let me know if we can discuss or if you want to meet up on site? Alex On Jan 14, 2023, at 10:33 AM, Alexander Perros calexanderperros@startmail.com>wrote: Hi Adam, Hope all is well. I wanted to reach out to you about the garage next to cottage 108 -this is the first white cottage you see on Silvermere Road as you approach the motel. The cottage itself has an existing sewer hookup, but there is a detached garage next to it that doesn't. I wanted to discuss the possibility of adding a hookup to the garage so I could put a small powder room (toilet+sink) and possibly a washer/dryer there. I am not at all sure what the process is for this, so I wanted to reach out and ask. I would assume there is some kind of form or application to fill out? Let me know whenever you have the chance. Very best, Alex r From: AdamBrautigamabrau6gam@greenportvillage.org '1 Subject: RE:Silver Sands/Cottage 108 Garage Date: February 22,2023 at B:40 AM To: Alexander Perros alexanderperros@startmail.com Cc: Adam Hubbard ahubbard@gmenpartvillage.org Hi Alex, No problem. As long as Cottage 108 sits on a parcel that is listed on the previous S-9 letter,then yes,the letter will cover it. Thanks, Adam Braufigam Treasury Department Village of Greenport 631-477-0248 x 202 ❑ Please consider the environment before printing emails or attachments. ---Original Message-- From:Alexander Perros<alexenderperros@startmail.com> Sent:Tuesday,February 21,2023 326 PM To:Adam Braufigam<abraWgam@greenportvillage.org> Cc:Adam Hubbard<ahubbard@greenportvillage.org> Subject:Re:Silver Sands/Cottage 108 Garage Hi Adam, Thanks for getting back to me. I spoke with Adam H about adding the toilet closet to the garage of Cottage 108 and I wanted to confirm that the S9 loner would be good for that since I am sure the Building Dept will ask for 1L Alex On Feb 21,2023,at 12:27 PM,Adam Braufigam<abraufigam@greenportvillage.org>wrote: Hi Alex, As long as the tax map parcel#that4he food establishment will be on is listed in the previous s-9 it will be adequate for any of your needs. Thanks, Adam Brautigam Treasury Department Village of Greenport 631-477-0248 x 202 ❑ Please consider the environment before printing emails or attachments. -----Original Message----- From:Alexander Perros<alexanderperros@startmail.com> Sent:Tuesday,February 21,2023 11:01 AM To:Adam Hubbard<ahubbard@greenportvillage.org> Cc:Adam Braufigam<abraufigam@greenportvillage.org> Subject:Re:Silver Sands/Cottage 108 Garage Hi Adam and Adam, Just confirming that the attached S9 letter is sufficient for below? Alex f From: Adam Hubbard ahubbard@greenportvillage.org Subject: RE:Silver Sands/Cottage 108 Garage 4,t 3 Date: January 23,2023 at 1050 AM To: Alexander Perros alexanderperros@startmaii.com Cc: Adam Brautigam abrautigam@greenportwillage.org Hi Alex,I spoke with Adam Brautigam about the addition of the half bath and there is no issue.We just need to confirm if a S9 letter was already produced for that property,If not we will get another printed up for you. ---Original Message-- From:Alexander Perros<alexanderperros@startmail.conu Sent:Friday,January 20,2023 3:36 PM To:Adam Hubbard<ahubbard@greenportviliage.org> Subject:Re:Silver Sands/Cottage 108 Garage Hi Adam-hope you had a good time away.Monday at 10am is great See you then. Alex On Jan 20,2023,at 3:33 PM,Adam Hubbard<ahubbard@greenportvillage.org>wrote: Good afternoon Alex,I've been out of the office for the past week Let's plan on meeting Monday at around 10am if that works,let me know.Thanks. -----Original Message----= From:Alexander Perros<alexanderperros@startmail.com> Sent:Thursday,January 19,2023 5:16 PM To:Village of Greenport Waste Water Plant<wwtp@greenportvillage.org> Subject:Re:Silver Sands/Cottage 108 Garage Hey Adam, Just checking in on this.Let me know if we can discuss or if you want to meet up on site? Alex On Jan 14,2023,at 10:33 AM,Alexander Perros<alexanderperros@startmail.com>wrote: Hi Adam, Hope all is well. I wanted to reach out to you about the garage next to cottage 108-this is the first white cottage you see on Silvermere Road as you approach the motel.The cottage itself has an existing sewer hookup,but there is a detached garage next to it that doesn't.I wanted to discuss the possibility of adding a hookup to the garage so I could put a small powder room (toilet+sink)and possibly a washer/dryer there. I am not at all sure what the process is for this,so I wanted to reach out and ask I would assume there is some kind of form or application to fill out? Let me know whenever you have the chance. Very best, Alex Nunemaker, Amanda From: Goldsmith, Glenn Sent: Friday, March 31, 2023 11:00 AM To: Nunemaker,Amanda Subject: Silver Sands Amanda, I apologize for all of the confusion with this project. The Trustees do not have any objections to Building Department permits being issued for interior work on any of the cottages on lot 14. Hope this helps. Please let me know if you need anything else from me. Thanks! Glenn Goldsmith Board of Trustees i SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION 1100 Silvermere Road UNIT108— GARAGE (cGTOj THE ATTACFHED PLANS ARE FOR THE GARAGE STRUCTURE TO THE COTTAGE# 108. The building application for the main dwelling known as Unit 108 has previously been submitted.The attached plans are being submitted to amend that permit application and all costs previously provided in connection with that application include any of the work provided for herein. Please append these plans to that application. ADDITIONALLY, WITH RESPECT TO ALL SUPPORTING PAPERWORK AS TO DEC,TRUSTEES & WATER & SEWER— THE PRIOR APPLICATON HAS ALL SUPPORTING PAPERWORK AND WE WOULD ASK THAT YOU REFER TO SAME. Respectfully Submitted, _ RC ARD VANDENBURGH, ESQ. 6 -513-9019 FEB 0 8 2023 80jLU0wU UF-PT TOWN OFSOBYHOLD. r � Generated by REScheck-Web Software Compliance Certificate Project Silver Sands Garage - Building 108 Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Alteration Orientation: Bldg. faces 90 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: usingCompliance: 'Passes prescriptive requirements for alteration projects 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 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 308 0.0 49.0 0.020 0.026 6 8 Wall:Wood Frame, 16" o.c. Orientation: Unspecified --- --- --- --- --- --- --- Exemption: Framing cavity filled with insulation Floor:All-Wood Joist/Truss 308 0.0 30.0 0.029 0.047 9 14 Crawl Wall: Masonry Block w/Empty Cells Wall height: 0.0' Depth below grade: 0.0' --- --- --- --- --- --- --- Insulation depth: 0.0' Exemption: Framing cavity not exposed. Window:Wood Frame SHGC: 0.17 7 0.290 0.320 2 2 Orientation: Unspecified Window:Wood Frame SHGC: 0.17 7 0.290 0.320 2 2 Orientation: Unspecified Door: Solid Door(under 50%glazing) 20 0.300 0.320 6 6 Orientation: Unspecified Door: Solid Door(under 50%glazing) 40 0.320 0.320 13 13 Orientation: Unspecified Project Title: Silver Sands Garage- Building 108 Report date: 04/26/23 Data filename: Pagel of 2 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 REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Silver Sands Garage- Building 108 Report date: 04/26/23 Data filename: Page 2 of 2 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 0.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.29 0.17 Door 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date• Comments (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LTt ES OR FOR ERECTION OF FENCES.(3)COPTES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY.(4)CERTIFICATION:NDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHAi F TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITTOJAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHE.RS. 400 Ostrander Avenue, Riverhead, New York 114101 tel. 651."12'1.2305 fax. 651.-12'7.0144 admin®youngengineering.com . A47�-/ Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams Professional Engineer 1 I 1 � / r � / i• \ 9 � 9 A46 Robert G. Tost, Architect aa5 .- - / xo., `)�l � $ Robert Stromski, Architect CMF _ - _ _ _ - \ N / RC __ CF 11!.� I�� 11 CMF I _ J I - ---- - _ Lor - - _ _ � .�, �,. a SITE DATA -_ - 2 RCF J I I I �A44 L J / * SCTM NO. 1000-47-2-8 = 9,055 SQ. FT. I I n I o v = 1 I '4% ` / _�_...� * SCTM NO. 1000-47-2-9 = 10,351 SQ. FT. now or formerly 1 h uj 1 o L I l A43 O IFDo SCTM NO 1000-4 -2-10 - ��las Dwyer& Eileen Dwyer S 3 u o a I o / l: xos _--'' 7 2,944 SQ. FT. 3 h La ` ; C I I/ / / _- '�� * SCTM NO. 1000-47-2-11 = 37,912 SQ. FT. I o t 3 FRAME a- I C o1 1 co I / , - ' _ -- .•- T_ * SCTM NO. 1000-4 -2-12 = ' I IPF I x"° SHED I ti I SHEDFRAMnow or formerly 7 22,339 SQ. FT. FRAME Thomas R. Shearin& / / A42 SCTM NO. 1000-47-2-13 = 24,196 S FT. RCF a I a 616 SHED N89°53'40"E Wanda Sue Shearin ( j - �- * = Q ° CMF 182 00' MPF IPF 628 `� �� / \ SCTM NO. 1000-47-2-14 70,070 SQ. FT. 5 00 ,-- I / Iz S86 1 � '� �3 77 _ 0 627 MPF - ' �� '- -�- f CI I l% j * SCTM NO. 1000-47-2-15 = 88,340 SQ. FT. DI / I L h x -�.. /A4�I 1 I u1 Lot 4 G6 / } N 1 - 625 // \ I j /• N _ \ I 4 w I I 3 L - - / \ _ // I /rG7 W O o 0.S •\ 1 W C I I Edwa d ze° for er1 , xas 6 li IAao /� �' n a& Jn f Bur _ - PHOTOGRAMMETRY BY: I FRAME 7 I \ / \. x '� r / den L3 --- I SHED C � I SC"A NO.1000-47 2-15 64 Lot 1 SCTM NO.1000-47-2-14 coN I 1 5 I /• W // A39� N 1 _ V V I - �`�`� COVfR 13 i \ i x (� \ A38 �u -- d x 4.2' ;° 1' / --. C 58@ 55' � _- /11 TER TlL7', 1 ,L - _ C LANDWARD LIMIT OF /- , O m PRF C i' I 1 p1 _ es FRESHWATER WETLANDS AS �� xa.s I J y�u8C4 N °�O� �r' 1 74.98, 4? -6) DELINEATED BY COLE I I J o. O / �-J A37 270 Spagnoli Rd,Ste 205 Melville, N.Y. 11747 I OL h \fir` ENVIRONMENTAL ON 06/25/22 /. r I , 7 "' 6.0' m \ J �/ �•. \ / ✓ 516) 827-9100 FAX (516) 827-9101 L W 624 m M ` X I = I 19 - 3 � /o 'Z Ma Scale: 1 inch = 20 feet 1 •� o Lot 6 /' \ 610 // i ; 221' Ia.1' �-- o\ /� j ]I-SCTM N0. 007-2-8 p f ( L�t, \ - J ARAGE TMT$ mSMH O DI ` ( ! 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O o 24'8, V1 x 9., W/ 1 3.6' i 1 _ MEr P cOVER � i �• L �� FRAME f C �- G16 I J F) COVER > \ cSy q 0 C01V c " �� �t CZ h 1 �U Q - _ _ SHED 2.3 i J/ `\ G13 /� \ / I \` b 1 CP EMiR F 5MH x \ �, ,.3 / _ N80°55'00„� x'34 C� I E www _\ 14���` l ITPF h Z x,o., •� / �Oti� OQ ` �f�$ CM/ CSS WV ` C�(JO 2-"t/ CP 6.7�i_ 631 A27 /t $3 ✓� 1 F \'j 3i 0 WMR �. �`, �� N_/ w _ I J. 6', I I - - Lot$ EMiR WMR .r' 26 C 1 Gn } I l J � 00, SCTM NO� O( + � IPF I a _ "�-- - _ { I / } I J ✓F�JS�ti b6 1 \� Y m /// ,V / ��� / NS ° 14 q43 I ro,' / �j / d - 0 0 5500" 5rol0e - C �� -- A25 6DE 1 -�_.1 I I JJ / �� ti3� �X ' .�`/ �2 p ( w 167'7.e _ a,x - - 1 619 l 618 I GQ * 1 / P4 F Lf) Xo9 621 1 , GQ b �✓. EMTR / opo Y pti (�� ° �_ TPF A24 I OL u !11 L - n20 / �b't!x ' / d C� /r `q0 f� r' \ \OM 1 s.s x ��-.� - (•� \ s I OL � i ��c 9.6 1 L CpF�c, ,�✓•�OJ�1.b1 60. `� �, �� � / ' p / / m bVo p ✓ �- EARTR 1.6'1 I WMR 39. IPF OOuE ^ 23 Lot 9 J °o. 8� WOOD 5 J X91, /// / /TL/\y• � X16.5' .�_..._- x m \ N H I -+ STONE 14 -T�� \ I r Q WDF 7(�V �tO P/ / I 7_�' Q K _ - - _ _ 9.�6 sj�" X4.3 ` / �4.9 __ 4/ ✓ 0 I / r/ / o C NC. 2.2'j �i�i w TIM BER / 1 - o I CP 216.0' COVER I m N o�O &A.L I xe., _ �A22� c I I / // w rv0f H ° v S�U CSW V I J H I } s 6 x 20.4' - X 1 0.8,w J� I¢\ // / //'� m�m " m //"'6 17.8' I m 99.8' 19.6 23.4' v I I a d I \ - I N > Lot 10. � � EQUIPMENT �/ // ' /' w I CP \ I \ I 18.5' Q 17.9' 1 \ ENCLOSURE I /' �/ / .. . I L CI / I IL I d 43.3' v / I Alttj I I CP L Cf7 \�� /'/ w N I OCONC.W/METAL y IZO> e� //' 6.0' COVER b °> WOOD ' P TPF C>_ OPo / PRF 10o w I DECK 15.8' 22.6' EMiR / 0 6O ( �as X 9.8 ---- / NN - 16.3' S o '� 00 ,L;� 36.3' - a1 I 00 d ' _ SURVEYOR'S CERTIFICATION f' o m Liz FRAME N 6.2' 1 �1 `"1 < 1 20 Lot 11 3h�O�WMR 30.6__ r 18.0' y k 3.2 I BUILDING 2.1� 12.5' 06 I ^ N a O L f� EMTR-E N 200' N o �u I __ WE HEREBY CERTIFY TO SILVER SANDS HOLDINGS 1, LLC THAT I m WOOD° I N N �° \ N � �o } 1 p ., Y.- 1-' THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE W I 00DECK rn IvH co Z)w m o _ FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE A$.SOCI,4 QN OF .3 8.6 Q _ A\ v n1- iq- CJ Cx x9.2 w I 19.1' 19.9' 3.0' x / I I' - �..._... I I - - _ _ O a RO \ o / f ; I A19 • PROFESSIONAL LAND SURVEYORS. 1 o w y , I I , I I l 1 I _ GJ�.r ter.�.'.: s✓`` ; ��. r Q L o •, I I / J 2.8- * 14)' IZ� \ 3. 1 / t �,; 0 1 I O CLF C CLF `� M -- 3- � w / I M v � g12.7' J -- - C, I 29.7' a I Q SCTM NO.1000-47-2-11 o � Lot 12 3.I' FR<,.4E' I 18.E o \ I FRAME 11.9':t Cir �` C� � a 0 1 I Z STOR,,GE o"'IZ I °I rn BUILDING I z �" ' v I - j ?i" () 36_7' 0 / m 2�O /'xs.s e / \ C7 r; f - Y',. /" t 518.4' I Q I r N \ l I x (y X I 18.2' " I " 11 ''/ ew ` �A18 ` 1 i ° A13 - Al2 � J I `-- --_ 9., ¢� --" `__� 27 '" !�5, Cj"\ Y`i �o o \.#2aA17 A15 EMTR �? f C �4x HOWARD W.YOUNG,N.Y. 5.N0.4 3 o I - F _ -;a a I WOOD DECK ;' O I a.sx /. •�,.. _ n�., SCTM NO.1000-47-2-14 I V) I / A16 +D I L EMTR` XBSCTM NO.1000-47-2-15 I • �''�e 'uOj I F3 I u) m z 1 5.�� xs., N L - = o v I � oI 2o.a' i... ........ N 1 I N j Lot N CP C WV • I I 20.3' 4.0 -x - 5 PR / 13 x,o.q I CONC.W/METAL 1 'I 3 I / ��J \ / �1 _ O-R - I E I 1 oL 9.9 I �' COVERS t0 / I z I# E * • J x I = ..SMCKM :...; "" i w4.2tP I p o � ° - � - 4. 01 1" SCTM NQ/160-47-2-13 / \ _- " * N .. Xs.e C T /- 1� a , _ _ _ SURVEY FOR .�� EMIR 17.3' I / SCTM NO.1000-47-2-12 /} I � xs., 1p _ sroc,�6E I- �� CONC.W/METAL FRAME 2:6 I / N 76.0' 30.8' o T 1 I �` ' I COVER P P I / I S69-08-29"W / \ I WOOD DECK 15.8' 15.6' ................." SILVER SANDS HOLDINt�S �4 BUILDING N .- I i I / 24.0' I / rn 76.7' 3.0'12.3 -- - - _ TWI3 sro°K I 304' 4.3'w I 29.154.4 -1� I 1 U V ro ✓ x / x 3.6 • _ i 3. - _ - _ �........... - --_ - at Southold IPF 170 C. FRAME > rr' 83 18.8' 17.2' ° / LANDWARD LI T-6F TIDAL I o , �� ,q oTW12 _ - ` ' BUiLDINGr CH I o FRAME 2.6 EMTR /\ WETLANDS AS DELINEATED BY 581 2X 16 W CONC.WALL / i - _ // _ `_. - �(,.2 - Greenport, Town of Southo I � x'1..9 r ^? BUILDING N l;� / \\ I COLE ENVIRf�NMENTAL, I 24.9 ' � � �-� TWll �••--•-- '...- - Suffolk County New York - Lot14 cu O ® ' I 24.0' \�j J. 2022 �'-x`1.31 m _-- , _ 4 z 3 0' If o. p I I Qo �� CO0 11.0. \ I - .93/ %, q°11'16"W 03- 5 u, a g o ✓ 0 24.3' \ J i ° TWB TW9 L y o i 7t__ j$ Z p -.. I _ UTILITY PL�11� m u"i /r \ / / HEAD 2s i C �i i �$/ _._ ...� \ b \ I \ w oOD gULK TW6 -- - 4 h E - - - - -- �-' \ I _ _ _ / r16 oi -f�10� .-- LEGEND 1000 47 2 $ a° 1 \ C• ` C.v'A� TW5 -t• / / �/ p TIE LINE ALONG APPROXIMATE HIGH mu -4 1000 47 2 9 WOF \ CON coN /•I \ / / i4F�'Y.t p O WATER MARK AS LOCATED ON 10/29/2021 CIC =CAST IRON COVER 1000 47 2 10 L 1.6'W WOOD \ / \ _ /- , / / Q,4- �' i Lot 15 X,,., DECK \ I/ / \ / 1� ' 'z CE =CELLAR ENTRANCE 279 N \NA4 Twa�-Xi �3 541"W N88...13 8�W-- / CH =CHIMNEY 1000 47 2 11 / / \ f " `' 1000 47 2 12 C I / 3' \ x .- /6027 ��� 5 -�\:,,� CLF =CHAIN LINK FENCE 1000 47 2 13 ° \ \\ / J 7'2� / / 5�2°5� 1� / 564°38'OT'W J CMF =CONCRETE MONUMENT FOUND 1000 47 2 14 CM5 =CONCRETE MONUMENT SET 47 Block 2 Lot 15 L d / County Tax Map District 1000 Section V \ /•-/ =CONCRETE PAVEMENT 26'48' CSW =CONCRETE SIDEWALK a o O DF �a\ - / / / a,3 ° ° 5b0 ��` DI =-DRAINAGE INLET FIELD SURVEY COMPLETED DEC.05,2022 MAP PREPARED DEC.14,2022 „� / EMTR ELECTRIC METER / EOP =EDGE OF PAVEMENT Record of Revisions REVISION - IPF =IRON PIPE FOUND _ X73 / 256 MPF =METAL POST FOUND DATE 02 OL =ON PROPERTY LINE g�dVN�Po •�b3/ . X65 P. PRF POST&RAIL FENCE �PES RCF =REBAR&CAP FOUND 0 0 TWI/ "'' c 0 \ PO =ROOF OVER g �OJ���Ep WDF =WOOD FENCE �5� WMR = WATER METER w / 2 x.21 : WSF = WOOD STAKE FOUND C / °O /" W55 =WOOD STAKE SET 40 0 20 40 80 120 5 MS/'9051'17"W �2 =UTILITY POLE = FIRE HYDRANT _ _ 25.99' e = END OF DIRECTION/DISTANCE 'l _ a / Scale: 1 - 40 rUPLA2 =WETLAND FLAG&NUMBER JOB NO. 2021-0267 DWG.2021_0267 utility_plan 1 OF 1 "moi%:,. ...,'.,' -..', 7,i/.•;,:vs-.-. ,. „%.,..,., _ ,/,;.,;'.;':-." ' /' GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ,,,: iT RACT R C 0 1� 0 N 0 T E SGeneral Notes: � / - Fir ;%,;; 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF �� - _FPO 177.1 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. r, GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. 2. FIRE SAFETY: VV�� �(� T �(� 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 111.i�DESIGN ASSOCIATES LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design . consulting PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO. hone; 631 433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boco number and shall be manufactured by a registered manufacturer, p I AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654aoptonline•ne1 3, 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC.formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6, Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7• All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: p 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• FID - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9, Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 03-01-23 8' Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. ACCUMULATION. 03-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI Fv = 285 PSI 03-13-23 9. Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO SPM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. ; 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTERATION LEVEL #2 AS PER THE 2020 "EXISTING BUILDING CODE OF NEW YORK" COMMERCIAL CONSTRUCTION DETAILS- OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE O F IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE I SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURENEW YORK STATE EIo`ver door LOAD SPEED (mph). REEN CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY SIDTIAL COMMERCIAL 25 lbs/sgft 130 (mph) C SEVERE 1 3'-0" MODERATE TO HEAVY ISLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A 2018 International Energy Conservation Code (ECC) and ductworic TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUMCOMMERCIAL CONSTRUCTION / D ETA I S testing required. DESIGN CRITERIA CONCENTRATED LIVE LOADSg SECTION C503 ALTERATONS I ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD AP �OI�EQ �6SNOTED PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED I- OA-,E�2i p P. LOADS (psf) (Pounds) (SEI/ASCE 7-2 2) C503.1 General USES(s) AND OCCUPANCY CLASSIFICATION(s) 9. Dining Rooms and Restaurants 100mAlterations to any building or structure shall comply With the requirements of this section _ i.-JI _ ACCESSIBILITY C 0 N ST R U CT I 0 N / D ETA LS C503 and the code of the new construction. Alterations shall be such that the existing Nl5-180 B8 AM, ,I'M P ENT AT USE OCCUPANCY 10. Dwellings (see Residential) 765-1$02 8AM TO "4 PM FOR --HE � • building or structure is not less conforming to the provisions of this code than the �,,,,nlAmlr; IA,( 1Pf-C7' M1 S; MOTEL / RESIDENTIAL R-1 (MOTEL) 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing , _ - "C1UIE'ED TO CONFORM TO 2009 Al 1 7. 1 building, building system or portion thereof shall conform to the provisions of this code �J,, .D C c CRETE TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate t0 new construction without requiring the unaltered portions Of 2. ROUGH - FRA,ti1i,•4'G & FLUMBING PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION the existingbuildin or building system to comply with this code. Alterations shall not �• INSULATION o FINAL TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE I 9 - C(7' -TRUC T ION MUST 1 CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY create an unsafe or hazardous condition or overload existing building systems. ?E COMRL_7 � rOR C.O. Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 c ; I,J,K CONSERVATION CODE AND ASHRAE 90.1-2016 L CON„TRUC" HALI MEET THE build withoutthe authorization of local governing agencies, such ,., i, ' k PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE EXCEPTIONS: The following alterations need not comply with the requirements for new QUIREMENTS OF T H'L(;ODES OF NEW a as Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSE'/ATIONCONSTRUCTION CODE OFNEW YORK construction, provided that the energy use of the building is not increased: YORK STATE. NOT RESPONSIBLE FOR Departments, DEC, FEMA, etc. Verify all conditions, codes, and HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES (NY)TABLE C402.1.3 0 ; DESIGN OR CONSTRUCTION ERRORS. requirements with such agencies prior to construction. OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD 1SLAB-O"RADE OPAQUE VERTICAL . Storm windows installed over existing fenestration. PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 CLIMATE ROOFS RADE FLO- FLOORS D= fENESTRATE ORS 2. Surfaced applied window film installed on existing single one fenestration ATTICSAND WOOD FRAMED WALLS BELOW JOISTS OPAQUE FD(ED OPERABLE ENTRANCE PP 9 9 P OTHER ANDOTHER GRADE FRAMING DOCKS FENESTRATION FENESTRATION DOOR assemblies reducing solar heat gain provided that the code does not COMPLY WITH ALL CODES OF THE VERTICAL DISTANCE FROM GRA UNHEATED SLABS PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA PUBLIC ROOMS m AND CORRIDORS SERVING THEM 100 4IXCEPT THE HIGHEST ROOF SURFACE3 STORY UFACTOR U-FACTOR 11.1-FACTOR require the glazing or fenestration to be replaced. NEW YORK STATE TOWN CODES =11'-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 MARINE R38 R38d R7.5 R30 RtOFOR24" R�JS q 9 9 P SIU111HER S A Ir" 2020 BUILDING CODE OF NEW YORK GROUP R-3.8d BELOW 0.38 0.45 0.77 3. Existing ceiling, wall or floor cavities exposed during construction, provided AS REOUIRED AND CONDITIONS OF STATE. that these cavities are filled with insulation. SHGC SHGC SHGC 4. Construction where the existing roof, wall or floor cavity is not exposed, - --' ^ u `14`-�' TABLE 0402.4 PF<02 PF<0.2 PF<0.2 9 y P MOTEL I. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN (� -- THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE BUILDING ENVELOPE FENESTRATION MAXIMUM 0.36 0.38 0.38 5. Roof recovered. C" •��IIdGBOARD TOTAL HEIGHT FROM RIDGE TO GRADE 13'-6 1/2° ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED SHGC SHGC SHGC 6. Air barriers Shall not be required and roof replacement v ,111n� LTtts RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 .2<PF<0.5 2<PF<0.5 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVECuMATE ZONE 4 0.43 0.43 0.43 where the alterations or renovations t0 the building do not include rI,Y•� [1r`; LOAD REQUIREMENTS. VERIMFENESTRATE SHGC SHGC SHGC alterations, renovations or repairs to the remainder of the building envelope. GREENPORT, NY 11944 LUMBER SPECIES AND GRADE n j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN U-FACTOR PF?0.5 PF;-,0.5 PF?-0.5 0.58 0.58 0.58 0,38 OCCUPANCY OR � 108 GARAGE THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE FRED ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FENESTRATION RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF OPERABLE 045 JSE IS UNLAWFUL # 1000-47-02-14 THE TRUSSES. FENESTRATION ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ENTRANCE � T On ALL COMBINATION SMOKE DETECTORS ITI�OUT CERTIFICA I DRAWING TITLE: THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM DOOR CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: SHGC AND CARBON MONOXIDE DETECTORS '� i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ARE TO BE CONNECTED WITH A CENTRAL �F OCCUPANCY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS PF<0.2 0.36 MONITORING STATION AND TO BE �. GENERAL NOTES THAN 30 INCHES. SHGC io AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS 0.2<PF<0.5 0.43 MONITORED CONSTANTLY AS PER THE ZED VERTICAL IN 12 UNITS HORIZONTAL. q)ASP C'T IWI REQ'. I NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A SHGC 2020 BUILDING CODE OF NEW YORK STATE UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT,NEW FINISHED BASEMENT NA PF20.5 0.43 All exterior lighting NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PF = PROJECTION FACTOR g g EX. FIRST FLOOR 308 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. inMlled,replaced or THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA ; ________________ repaired shell conform PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA to Chapter 172 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR nELD FIT. THE NEW SECOND FLOOR NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR of the Town Code UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA LOFT NA FORMALLY ACKPIOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA N SEAL: DATE: ATTIC (HOUSE)(b) NA FIRE INSPECTION- ,�C�+T10 SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA REQUIRED BEFORE PROJECT NO: ATTIC (GARAGE)(c) EX. UTILITY ROOM NA ENING - �\ 1 135-2022 'LF• j� t•• DRAWN BY: EX. SCREENED PORCHES NA t7 EX. OUTDOOR SHOWER NA ��N J. C�� ,r-�_ B D K EXISTING DECK NA yf< r � CHECKED BY: NEW DECK NA Must provide Manuals COVERED NEW DECK NA D, J and S as per SHEET NUMBER: EX. COVERED FRONT PORCH NA COVERED ENTRANCE NA NYS Energy Code 2 684 C POOL HOUSE CABANA NAG 1 I , •: 1, �� Imo, I�_: iI � 4F �P�- ACCESSORY STRUCTURE NASS1 i WITHOUT STORAGE Additional i APS 20 23 (a) Ui DOB NUMBER: OF (b) WITH STORAGE ,• Certification '" May Be Required. © KE&DESIGN-ASSOCIATES,uc TIE CONNECTORS SPECIFIED FOR CONSTRUCTION STRONG777/ USE A MINIMUM OF •��;' TWO 8d NAILS THIS DCUG—I­R LARCH / SO. PINE UPLIFT SIDE OF TRUSS. MTS 2 0 L T S 2 0 PROVIDE O1 HGAIOKT ON �`.�,� FASTENERS ALLOWABLE LOADS 1.2 LOAD SIDE OF CEILING JOIST ;:;/ � 1C]Cl _ L1'Ll LATERAL WITH TOTAL FOUR o /• ® o ° MODEL GA UPLIFT UPLIFT (133/160) 8dx112" CODE N0. 8d NAILS AND ON SIDE OF RAFTER TO AVG NAILS REF. INTO TRUSS. X/4 .I, I_�-- ��, ✓, RAFTERS TO TO ULT. 2 /j II TRUSS / PLATES STUDS ('33) (160) F F2 (133& STU "— j SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION _a TAKE—UP WASHER KE DESIGN ASSOCIA'T'ES LLC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUALAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES ' residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ARTg'.1 2 o P0.Box 1675 phone: (631)433-9084 o o (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS o MODEL GA AVG 2 RODE INTO �°. Southold,New York 11971 E-Mail: ssbn654@optonline.net NO. MAX. CLEAR ULT. LFTA LFTA PLATES • • ° WIDTH SPAN L QTY DIA 2" 2} 3" 3" 1}„ 2" 2J„ 3" 3}" EIGHT 8d NAILS SP4 Kehl Design Associates,LLC•formerly D A K Associates,LLC INTO LFTA 16 2J" 17„ 38J"16-1Od — 4200 1205 1400 5, 44, 85 STUD 2711F,/l %'%7//�l�%T%i, ° OWNERSHIP & USE OF DOCUMENTS: DOUG—FIRLARCH / LO PINE °O These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS' MODEL L AVG 10d 1 O x 14" CODE NO, ULT. LFTA L STA 21 1od 10d x t}" (133 / 160) (133) (160) REF. °° ideas, design and arrangements property rrng ents represented therein, are theof KEHL DESIGN 0. ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 HGA10 with any work or project other than for which ° ° DETAIL "K11 they have been prepared without written consent. MTS20 20 14-10d 14—lOd x 1�" 3116 1000 840 1000 3, 41, 128 ARTi"x12 0° ° ' REV. LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 °° aOU DETAIL E 5„ COUPLER NUT " '� Equal number of °° SIMPSON 03-01 -23 DOUG—FIR—LARCH j TYPE OF DIRECTION SO. PINE CODE specified nails in ° TAKE—UP WASHER 03-05-23 ALLOWABLE LOADS REF. MODEL CONNEC— OF LOAD 03-13-23 NO. TION FLOOR ROOF each end Simpson Strong—Tie G 51155 645 670 1 ( (125) 1 1605o) I 6 g ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 1515 645 1 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN DEFLECTION ARTJ"x12 DEFLECTION DEFLECTION CODE MODEL STUDAVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST NO. ANCHOR MACHINE ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE REF. o BASE BODY s 8 BOLTS LOAD DESIGN HB SB W H B SO CL DIA', DESIGN o0 GA GA QTY DIA " WHEN RAISED OFF o i q 2" 2g 3" 3}" 5"' LOAD THE SILL PLATE o 0 HD2A 16 12 4A" 21" 2J" 8 2,� � 1� � 2 � 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG NO. W L STUD PLATE ULT. DF / SP CODE (133)2 (116 0)' REF. SP4 3A 7}" —10d x 1j" 2917 735 885 7, 40, 127 0 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL GA FLOOR REF. o NO. W L NAILS LO (133) (160) WORK NOTES: LSTA21 20 1 21 1 —1 ud 1 905 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA FLOOR REF. W L NAILS 100 (133) (160) Simpson Strong—Tie STU N0. S"— MSTA24 18 11" 24 18-10d 1025 1 1370 1640 7, 40, 90 LU S46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE—UP WASHER NO. (LENGTH END CA CUT LENGTH (TOTAL) t 2 SPACING REF. HD2A (100) (133 / 160) oc. OF ROLL IN A Row NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong—Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS DN. -FIR AR H S PIN ALLOWABL A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE �� �� N0. GA w H 8 10d 16d Jo15Ts BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F ULT. (133) (160) 10d 16d 10d 16d 10d 15d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34" 4J" 2 DETAIL cN w- 4-16d 4-16d sols 1,40 1160 1000 1150 1250 7, ao, 127 COUPLER NUT HUS210-2 14 3A 9j" 2 8-16d 8-16d 6076 1755 2105 —11650 1900 2065 1, 36, 84, 122 ARTJ"x12 STU 5 — —FIR LARCH/SO PINE ALLOWABLE OAD 8 FASTENERS UPLIFT LATERAL CODE SIMPSON MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. TAKE—UPWASHER TO RAFTERS TO PLATES I TO sruos (133) (160) F FZ 160 I Acceptance of these drawings does not authorize the right to HGAIOKT 14 4—SDSd'x12' 4—SDS "'x3" 1523 435 435 1165 940 build withoutthe authorization of local governing agencies, SUCK as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM OF SP4 requirements with such agencies prior to construction. TWO 8d NAILS THIS SIDE OF TRUSS. CNW— COUPLER NUT TOTAL FOUR /• SE A MINIMUM OF SP4 PROJECT: NdTOATRUSS. SIDILS OF TRUSS.. MTS16 STS "- LSTA21 SIMPSON " ANCHOR BOLTS MTS16 SIMPSON TOTAL FOUR /. @ HD2A TAKE—UP WASHER Strong—Tie IEd NTO TIRUSS. LSTA21 HUS210-2 SILVER TWO SN MOTEL TF1 8 AILS p 0 Ta 1100 SILVERIiIIIERE ROAD PLATES °®° EIGHT TWO o I ° 8d NAILS 8d NAILS INTO INTO DETAIL "A" STUD Simpson Strong—Tie PLATES m° ® G RE E N P O RT, NY 11944 H7 EIGHT IN NAILS ®TO DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong—Tie H7 Simpson Strong—Tie 108 GARAGE , LFTA ROD SYSTEM DETAIL "L" SCTM # 1000-47-02-14 LFTA YDRAWING TITLE: LFTA Ridge Strapping ,1 LSTA30 DRAINAGE & ROOF RUN—OFF NOTE AND CALCULATIONS 3P RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD NOTE: V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 6' DIA, = 22.3 cu.ft. per vertical ft. CHARTS & CALCULATIONS ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS 3" THROUGH ROOF V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft, per vertical ft. I'. 1st FLOOR II 1st FLOOR 1st FLOOR / ROOF DRAINAGE ROOF ROOF ROOF AREA = 328 Sq/ft 2' CALCULATIONS AND V = A x R x c PLUMBING RISER DIAGRAM LTP42" 3" BATHROOM A = 328 sq/ft I LTP4 1 t 1St FLOOR R = 2" RAINFALL = .17 ft FLOOR LTP4 2,. 3" C = COEFF, = 1.0 NOTES: rr F.A. VENT 6" DETAIL licit 0 3" 4'� o eovE GRADE V = 328 x 1 X .166667 = 54.67 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE G.O. TO GREENPORT VILLAGE SEWER SYSTEM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 3 3" 3" TO SCWA APPROVED - PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong—Tie SEWERAGE SYSTEM s FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor—to—Floor Connections Ridge Strapping 55 / 42.25 VERTICAL FT. / FT = 1.3 VFFIELD DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail PLUMBING RISER DIAGRAM (NTS) USE (1) 8 DIA. POOL 2'-0" DEEP = 2,0 V,F. UNFORESEEN FIELD COND90NS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor—to—Floor Connections 55 / 22.3 VERTICAL FT. / FT = 2.5 V.F. SEAL: DATE: USE (1) 6' DIA. POOL 3'-O" DEEP = 3.0 U.F. SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN PROJECT N0: ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CONSTRUCT ON DETAILS -- 1 135-2022 THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF =.. i jq fd �� RAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF HOUSE AND/OR LEADERS TO BE PIPED TO �rs �.�O,il-J �?,. BDK NEW YORK STATE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: NO SUBSTITUTIONSPOOL, MAINTAIN MIN, OF 20 FEET FROM SEPTIC SHEET NUMBER: r ' ,°;' ''' COMMERCIAL CONSTRUCTION DETA LS SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). " - — L„ All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD - Opo u \�;''" �2 No substitutions are approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA rES51aP� Due to the relationships of framing hardware to (SEI/ASCE 7-22) WHERE TRAFFIC IS TO BE PRESENT. the other components of the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION / D ETAI LS IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in the installer/contractor HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION BE DIVERTED TO EACH POOL. © KEHLDDSIGN'ASSOCIATES, uc performance of the entire system. TO CONFORM TO 2009 A117. 1 41 14' all 177, 14' ---------------------------, KEHLDESIGN ASSOCIATES ——————— residential & commercial design • consulting I I I I I j 1 2'-8 j ill 111E 1 P0.Box 1675 phone, (631)433-9084 N by 2X6's 16"oc Foor Joists Southold,New York 11971 E-Mail: ssbn654foptonline,net N I I I I II LL Kehl Design Associates,LLC®formerly D A K Associates,LLC A v 0 7-x4 Q A OWNERSHIP' & USE OF DOCUMENTS: 101 0 - 1 ao N a These drawings and specifications including the ideas, design and arrangements represented TW2446 Tw2446 N C1 N therein, are the property of KEHL DESIGN I 52" ASSOCIATES, LLC. No part thereof shall be DIBIHung DBIL Hung copied, disclosed to others or used in connection _ 2x6'5 16"oc Foor Joists Ill II H ISI ILS IIS II with any work or project other than for which GARAGE I I I I they have been prepared without written consent. N N I R EV. 03-01-23 I I r WEST ELEVATION 03-05-23 8" cMu. I 03-13-23 N I Foundation or SCALE: 1/4"=1'1 ACO Kneewoll I N PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE I I I I I I I I ALL HEADERS ARE TO BE �/°X 74' LUL UNLESS I L- ------------- -J I Ll (2)1(2)1 I 6068 DOUBLE DOOR 8070 OH DOOR ` I OTHERWISE NOTED L------------- - ----F// II I 7 I —y' NOTE: PROVIDE FIRE BREAKS —2' 14' 3' AS PER 14 - 11 THE 2020 BUILDING CODE OF NEW YORK STATE 1lL1Ll LLL11 WORK NOTES: EXISTING FLOOR PLAN- FOUNDATION PLAN- lull U l l �J U IJ J U L 11 U L11 .L LLlSCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0 I O EXISTING FILL—IN AREA 11 II II 11 NOTES: NORTH ELEVATION m Provide Insulation Baffles as required at Soffit Locations to Provide for proper attic ventilation ® Provide R-49 Insulation in all Flat Ceilings as per SCALE: 1/4"=1'-0" 2018 IECC International Energy Conservation Code 0 Ice and Water Shield to be used Beneath any damaged roof shingles or areas of repair on the roof Provide Simpson TydDwn or Hurricane Strapping to the rafters at all locations of the Interior that are Exposed during the —14' removal of mold or deteriorated interior surfaces. �1 '-g2" I Provide 1x6 Azek or Equal to all locations of the fascias that are repaired due to Mold or Deterioration. 11 U 1L LLL1 1L11 A21v w � Acceptance of these drawings does not authorize the right to EXISTING EXTERIOR CONSTRUCTION TO REMAIN 0 Blue Skin House Wrap or Equal to be Used Under Siding for All1 build withoutthe authorization of local governing agencies, such Locations Repaired 10'-12" 3' as Suffolk County Dept.of Health Services, Town Building 0 Remove and Replace any Insulation that shows signs of mold �N STORAGE 3 " Departments, DEC, FEMA, etc. Verify all conditions, codes, and Ex. 2x4 Trusses - 24"oc. Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold or deterioration with R-15 Insulation I requirements with such agencies prior to construction. � ;" COX Roof Sheathing ® Remove and Replace any Siding that shows signs of deterioration J �N CL. \ with New Cedar Wooden Shingles 3Co :Li I N PROJECT: GAF Architectural Roof Shingles Zr�i x N ® Remove and Replace any Sheetrock that shows signs of mold A' I A 12or deterioration with New 8"Type "X° Fire-rated Sheetrock = = 1 SCAMNILVER`5 R— o a i I Insulation Bat le FIRE R-49 Insulation m EXT SECURE CO 0 Ice and Water Shield© MOTEL Vented Soffit— Provide Simpson Hurricane Tydown® STORAGE D /!OR (2)2x4 Top Plate - 1x6 Azek Fascia( N o ROOM c1 4" Exterior Sheathing Blue Skin House Wrop or Equal®4 I N N EAST ELEVATION 1100 SILVERMERE ROAD 2x4 Stud's 16"oc. -R-15Insulation m 0 1 N GREENPORT IVY 11944 !' Cedar Siding® ALL COMBINATION SMOKE DETECTORS ► CL. SCALE: 1/4"= 1'-0" — " Type "X' Fire-rated Sheetrock( AND CARBON MONOXIDE DETECTORS 108 GARAGE 2x4 Shoe ARE TO BE CONNECTED WITH A CENTRAL SCTM # 1000-47-02-14 4" CDX Sheathing 2x6 Sill MONITORING STATION AND TO BE 13'_5 ' R-30 Insulation 2X6 16"oc. Floor Joists MONITORED CONSTANTLY AS PER THE 'C-4DRAINING TITLE: ACO Hier Moisture Barrier 2020 BUILDING CODE OF NEW YORK STATE /C 8" cMu.- 2x4 ACO Plates Min. 4" PC. Slab DE OR o PLANS Foundation GARAGE 108 16"x8" aOnC. Ftg UNSECURED N AS NOTED Min 3'-0" Below STORAGE Final Grade. ALL INTERIOR FINISHES ARE TO COMPLY ROOM LII II �I�-�I II II 11 LULtLiR_LLLI1 II III L II LI NOTES. WITH TH E 14L1u U 1LI U L1 I U L1 LL�I III 11_ THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 1 4' 2020 BUILDING CODE OF NEW YORK STATE 6068 DGUBL DooR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE North Eastern II II IIII I11 T lLt1 (l ILII ILI PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE Distance Corner of House 11 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 7' � 7' Between 11 IIJJ I I I, II I I II BuildingsI LLL LLLI. II t UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT IT — EIRE EXTINGUISHER 14' 3 �IJ1 LL�LLL Ell FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. CROSS SETI ® N A CLASS ABC, SLB, 2A: 10B: C sEAL: DATE: AS PER TABLE 906.3-(1 ) FIRE 1IJJIJLII II III �,I II 111 C I DECEMBER,14 2022 SCALE: 1/4"= r-0" EXTINGUISHERS FOR CLASS A ll�� PROJECT NO: 101 FIRE HAZARDS BASED ON, n 1 L_U 1135-2022 LIGHT (LOW),1 LOHAZARD OCCUPANCY FLOOR PLAN � ,`p N,, I� � \ DRAWN BY: LI u u /\a �;\ B D K SCALE: 1/4"= 1'-0" ii NECKED BY: 0 EXISTING ET NUMBER: FILL—IN AREA SOUTH ELEVATION ,_ A1 01 SCALE: 1/4"= 1'-0" S�r1ih DOB NUMBER: OF © �HIIDESIGN•ASSOMTES,uc AP. E N D N5 IT DQ I - 77772� GENERAL NOTES: V SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: C 4, C 0 N T R A C T 0 R T E S 1 GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF T Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. i-! n7 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir Larch #2 or better. ifE� Ir GENERAL NOTES: 2. FIRE SAFETY: 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEUDESIGN ASSOCIATES CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design . consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO,Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. phone: (631(433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT, Southold,New York 11971 E-Mail: ssbn654@optonIine.relI 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC®formerly D A K Associates,ULC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, 'I/-�77 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS:THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports 5, corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and Specifications including the THE CONTRACTOR SHALL BE RESPONSBILE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE \NORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR they have been prepared without written consent. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 03-01-23 8. ELECTRICAL WORK SHALL BE PERFORN/ED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. 03-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E 1 ,900,000 PSI 03-13-23 Fv 285 PSI 4. NOISE AFTER HOURS: 07-24-23 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Flb 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTERATION LEVEL #2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK COMMERCIAL CONSTRUCTION D ETAI LS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE - LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL NEW YORK STATE 25 lbs/sqft 130 (mph) c SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A 2018 International Energy Conservation Code (IECCJ TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS L,, AND MINIMUM DESIGN CRITERIA CONCENTRATED LIVE LOADS9 COMMERCIAL CONSTRUCTION D ETA I LS_ SECTION C503 ALTERATIONS PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD LOADS (psf) (Pounds) (SEI/ASCE 7-22) C503.1 General USES(s) AND OCCUPANCY CLASSIFICATION(s) 9. Dining Rooms and Restaurants 100 ' Alterations to any building or structure shall comply with the requirements of this section USE OCCUPANCY 10. Dwellings (see Residential) ACCESSIBILITY CONSTRUCTION D ETAI LS C503 and the code of the new construction. Alterations shall be such that the existing building or structure is not less conforming to the provisions of this code than the MOTEL / RESIDENTIAL R-1 (MOTEL) 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS TO CONFORM TO 2009 All 7. 1 building, building system or portion thereof shall conform to the provisions of this code as those provisions relate to new construction without requiring the unaltered portions of TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE I 10 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION the existing building or building system to comply with this code. Alterations shall not CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018EDITION OF THE INTERNATIONAL ENERGY create on unsafe or hazardous condition or overload existing building systems. Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE I,J,K 20 CONSERVATION CODE AND ASHRAE 90.1-2016 build withoutthe authorization of local governing agencies, such k PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,ASPER THE EXCEPTIONS: The following alterations need not comply with the requirements for new as Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONISEVATION CONSTRUCTION CODE OF NEW YORK construction, provided that the energy use of the building is not increased: Departments, DEC, FEMA, etc. Verify all conditions, codes, and (NY)TABLE C402.1.3 requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES GJ OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD 1. Storm windows installed over existing fenestration. WALLS AIJOVL WALLS BtLVW SLAB­O*WDE OPAQUE VE �iPROJECT: PRIVATE ROOMS AND CORRIDORS SERVING THEM GRADE - F RS DOORS Frr HEIGHT, BUILDING. 40 CLIMATE ROOFS _GRADE FLOORS N RATIF 2. Surfaced applied window film installed on existing single pone fenestration ZONE ATTICSMD WOOD FRAMED WALLS BELOW JOIST/ UNHEATED SLABS OPAQUE FIXED OPERABLE ENTRANCE THE VERTICAL DISTANCE FROM GRADE assemblies reducing solar heat gain, provided that the code does not OTHER AND OTHER GRADE FRAMING DOORS FENESTRATION FENESTRATION DOOR PLANE TO THE AVERAGE HEIGHT OF m - UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 4 EXCEPT THE HIGHEST ROOF SURFACE 3 STORY R13 U-FACTOR 1,11-FACTOR 11.�IFACTOR require the glazing or fenestration to be replaced. LVR ER 'ADS =11'-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 MARINE R-38 R-3.8 d R-7.5 R-30 R-1 0 FM 24" R-4.75 % %.;p i %JW 2020 BUILDING CODE OF NEW YORK GROUP R OR R-20 BELOW 0.38 0.45 0.77 3. Existing ceiling, wall or floor cavities exposed during construction, provided STATE. that these cavities are filled with insulation. Ti SHGC SHGC SHGC TABLE CQ2.4 PF<02 PF<0.2 PF<0.2 4. Construction where the existing roof, wall or floor cavity is not exposed, I. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN 0.36 0.36 0.36 5. Roof recovered. THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE BUILDING ENVELOPE FENESTRATION MAXIMUM Si SHGC SHGC TOTAL HEIGHT FROM RIDGE TO GRADE 13'-6 1/2" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMEDU-FACTOR AND SHGC;REQUIREMENTS 02<PF<0.5 0.2<PF<0.5 .2<PF< 5 0. 6. Air barriers shall not be required and roof replacement RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE where the alterations or renovations to the building do not include 1100 SILVERNFIERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE [��T�E�7Z0:NE 4 0.43 0.43 0.43 LOAD REQUIREMENTS. I VERTCAL FENESTRATE SHGC SHGC SHGC alterations, renovations or repairs to the remainder of the building envelope. GREENPORT, NY 11944 LUMBER SPECIES AND GRADE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN U-IFACTOR PF?0.5 PF?0.5 PF?0.5 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE FIXED 0.38 0.58 0.58 0.58 108 GARAGE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FENESTRATION RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF OPERABLE 0.45 THE TRUSSES. FENESTRATION SCTM # 1000-47-02-14 ALL EXT. DECK FRAMING MATERIAL CCA INC PINE #2 AND BETTER ENTRANCE 0.77 ALL COMBINATION SMOKE DETECTORS THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM DOOR ,DRAWING TIILL: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: SHGC AND CARBON MONOXIDE DETECTORS SHGC ARE TO BE CONNECTED WITH A CENTRAL i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY PF<0.2 0.36 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES. SHGC MONITORING STATION AND TO BE GENERAL NOTES AREAS OF STRUCTURE ii, THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS 0.2<PF<0.5 0.43 MONITORED MONITORED CONSTANTLY AS PER THE VERTICAL IN 12 UNITS HORIZONTAL. 2020 BUILDING CODE OF NEW YORK STATE NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A SHGC UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. NEW FINISHED BASEMENT NA PF>0.5 0.43 NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PF = PROJECTION FACTOR EX. FIRST FLOOR 308 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. THESE PLANS ARE IONAL AN INSTRUMSEALENT OFIS AFFIXED THE SERVICE AND INFRIARE THE PROPERTY OBE F Tlilr DESIC11 PRI)FESSMOSE HERETO. NGEMENTS WILL NEW FIRST FLOOR NA ---------------- PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE NEW SECOND FLOOR NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OW,11SIONS DUE TO UNKNOWN OR NEW BALCONY NA UNFORESEEN FIELD CONDITIONS AND DR ADDITIOIIS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, LOFT NA ATTIC (HOUSE)(a) NA 'SEAL: DATE: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA � ��O V � ' PROJECT NO: ATTIC (GARAGE)(a) NA OV NEW 1135-2022 EX. UTILITY ROOM NA DRAWN BY: EX. SCREENED PORCHES NA EX. OUTDOOR SHOWER NA AUG ro C-) 0 2 2023 BDK BY: EXISTING DECK NA JHECKED NEW DECK NA COVERED NEW DECK NA73U11,DTN1G%D17T. '�HEEI NUMBER: TOVI-N EX. COVERED FRONT PORCH NA S:� JL COVERED ENTRANCE NA POOL HOUSE Z CABANA NA Ir F G 1 ACCESSORY STRUCTURE NA (a) WITHOUT STORAGE (b) WITH STORAGE DOB NUMBER: OF I T) KEHbDESIGN-ASSOMTES, uc SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS M TS20 LTS20 - U – 1 U. SIDE OF TRUSS. PROVIDE (1) HGAIOKT ON ALLOWABLE LOADS '2 LOAD SIDE OF CEILING JOIST i-- � FASTENERS �� 0 0 -- LATERAL WITH TOTAL FOUR o AND ON SIDE OF RAFTER MODEL GA UPLIFT UPLIFT 1" CODE 8d NAILS N0. TO AVG (133/160) NAILS REF. INTO TRUSS. }}II (Qn I[nJ RAFTERS/ TO TO ULT. I,li-1 111 �, `aLL- --� _ 1'' TRUSS PLATES STUDS (133) (160) F F2 (133& e SIMPSON = I— TO REFER TO SIMPSON WOOD CONSTRUCTION _a TAKE–UP WASHER H7 16 4-8d 2-8d 8–Bd 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES 1 uc residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ARTg'x12 PO.Box 1675 phone: 16311 433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS o MODEL CA Avc 2 RODE INTO ° .. ° Southold,New York 11971 E-Mail: ssbn654@optonline.net N0. MAX. CLEAR ULT. LFTA LFTA PLATES WIDTH SPAN L QTY DIA 22" 3" 31„ 12" 2" 22" 3' 34 " EIGHT 8d NAILS S P 4 INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 21„ 17" 381"15-10d — 4200 1205 1400 5, 44, 85 STUD ° OWNERSHIP & USE OF DOCUMENIS:o m DOUG–FIR LARCH / S0. PINE °° FASTENERSZ ALLOWABLE UPLIFT LOADS3 These drawings and specifications including the MODEL L AVG 10d 10d x 12' CODE NO. ULT. REF. LFTA ° 10d 1od x 12" (133 / 160) (133) (160) LSTA21 ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be X ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 100D 840 1000 3, 41, 128 HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 12'• 3116 1000 840 1000 3, 41, 128 ARTg'x12 DETAIL "K11 they have been prepared without written consent. 0 0 a ° 5 R EV. LST20 20 12-10d 12-10d x 11' 2383 775 720 720 3, 41 GNU— DETAIL E COUPLER NUT �� t� U 8 — DOJG–FIR–LARCH Equal number Of 1/ oo �SIMPSON 03-01-23 TYPE OF DIRECTION S0. PINE CODE specified nails In ° TAKE—UP WASHER 03-05-23 MODEL CONNEC– OF LOAD ALLOWABLE LOADS REF, 03-13-23 NO. TION FL OR ROOa (133/ I each end Simpson Strong—Tie 07-24-23 G 515 645 670 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOEDOWN HOLDOWN ARTJ'x12 DEFLECTION DEFLECTION CODE MODEL MACHINE STUD AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. NO. BASE BODY s ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE GA GA HB SB W H B SO CL DIA5,8 DESI NABLE LOAD DESIGN 0Q° QTY DIA 12 2" 2''" 3" 32" 5}" LOAD WHEN RAISED OFF 0 THE SILL PLATE o E 0 HD2A 16 12 4A" 22" 2, 8" 2�" 1 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 1 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG OF SP CODE NO. W L STUD PLATE ULT. / (133)2 (160) REF. SP4 3{" 71" 3-10d x 12" 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA W E NAILS �Op R (133) (160) REF. o0 WORK NOTES: LSTA21 20 11" 21 1 16-10d 905 1205 J 1295 7, 40, 90 °o DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° MODEL GA OOR FLREF. No. yy L NAILS LO (133) (160) Simpson Strong—Tie STU 8 — MSTA24 18 1'" 24 18-10d 1 1025 1 1370 1640 1 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE SPACING REF. TAKE NO. END -UP WASHER (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 HD2A 0� s OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie CS16 15D' 14" 16 CLEAR SPAN +3I" 28-8d 1235 1650 2�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERSNOTED. FAILURE TO COMPLY WITH ALL NOTES a MODEL DN. DOUG-FIR ARCH S0. PINE ALLOWABLE ORDS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION 1 NO. CAW H B iHHEEADERS6d JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" ULT. (133)(160)1 10d I 16d 10d 16d 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. CN W— LUS46 18 3�" 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" COUPLER NUT HUS210-2 14 3� 9j" 2 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 2065 1, 36, 84, 122 ART 'x12 STU 5 DOUG–FIRLARCH/SO. PI ALLOWABLE A 8 FASTENERS UPLIFT LATERAL CODE UPLIFT (133/160) NO. GA JET. SIMPSON MODEL AVGREF. a TAKE—UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) FF2 160 Acceptance of these drawings does not authorize the right to HGAIOKT 14 1 4–SDS41"x12" 4–SDS41'x3" 1523 435 435 1165 940 build withoutthe authorization of local governing agencies, such 1 as Suffolk County Dept.0 Healfh Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM OF SP 4 a requirements with such agencies prior to construction. TWO 8d NAILS THIS CNW– SIDE OF TRUSS. COUPLER NUT NAILS THIS TOSP 4 PROJECT: TOTAL FOUR o /• 0 5 ANCHOR BOLTS 7 NAILTWO S ISE A MINIMUM OF IN MTS16 STJ - LSTA21 SIMPSON 8 INTO TRUSS. SIDE OF TRUSS. r MTS16 SIMPSON TOTAL FOUR /. 0 TAKE–UP WASHER 8d NAILS HD2A Strong—Tie " INTO TRUSS. LSTA21 HUS210-2S I LVE A MOTEL TWO ° o F1 8 AILS TO ° o 1100 SILVERI"�lIERE ROAD PLATES °Oo EIGHT TWO a '� 8d NAILS 8d NAILS INTO INTO STUD Simpson Strong–Tie PLATES DETAIL "A"�m° ® GREENPORT, NY11944 H7 EIGHT IN NAILS ® DETAIL "D" DETAIL "GI' STUD Simpson Strong–Tie DETAIL �I TII J 108 GARAGE H7 LFTA Simpson Strong-Tie FTA ROD SYSTEM DETAIL "L" SCTM # 1000-47-02-14 L 'DRAWING TITLE: EFTA Ridge Strapping LSTA30 DRAINAGE & ROOF RUN-OFF NOTE AND CALCULATIONS BP SIMPSON WINDLOAD RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 NOTE:ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG—TIE DETAILS I• 3" THROUGH ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 1st FLOOR 11 1st FLOOR 1st FLOOR / ROOF DRAINAGE ROOF ROOF ROOF AREA = 328 sq/ft '1 I' z" CALCULATIONS AND LTP42.. 3., BATHRa«M v = A x R x c PLUMBING RISER DIAGRAM I A = 328 sq/ft i LTP4 1 St 1st FLOOR FLOORR = 2 RAINFALL = .17 ft LTP4 z•. 3 C = COEFF. = 1.0 'NOTLs: n 11 30 0 3 ' a OABOVE GRADE �' V = 328 x 1 x ,166667 = 54.67 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL C To GREENPORT VILLAGE SEWER SYSTEM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRIIIGEMENTS WILL BE 3" 3•' 3 TO scWA APPROVED ; PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie SEWERAGE SYSTEM LTP4 DETAIL "B" Floor-to-Floor Connections Ridge Strapping 55 / 42.25 VERTICAL FT. / FT = 1.3 V.F. DEsONPROF ESSION A�ISSUMES NO AND BE OR RESPONSIBLE MM�olS DUE TO FIELD FIT. NOWN OR LTP4Detail PLUMBING RISER DIAGRAM (NTS) USE (1) 8' DIA. POOL 2'-0' DEEP = 2,0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie OR ;, FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 55 / 22.3 VERTICAL FT. / FT = 2.5 V.F. ;SEAL: DATE: USE (1) 6' DIA. POOL 3'-0 DEEP = 3.0 V.F. SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN __ PROJECT NO: ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CONSTRUCT 10 N DETAILS- i ��EOF iyCip 1135-2022 THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF t �� �� co 1� DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF HOUSE AND/OR LEADERS TO BE PIPED TO * �° �R� oo BDK NEW YORK STATE POOLS (1/2 OF THE ROOF TO DRAIN TO EACHf � ti ,► CHECKED BY: NO SUBSTITUTIONS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC COMMERCIAL C O N ST R U CT O N DETAILS- SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). ��;' SHEET NUMBER: All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD °2 No substitutions are approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA Due to the relationships of framing hardware to (SEI/ASCE 7-22) WHERE TRAFFIC IS TO BE PRESENT. the other components of the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans AC C E S S B L I TY CONSTRUCTION D ETA ES IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in the installer/contractor HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL. © I�HLDESIGNASSOCIATES, uc T r-- = _ KEHL DESIGN ASSOCIATES �c I residential & commercial design . consulting ' I 1 I I 1 I L1I- ->a 1 12'-8" 1 1 PO.Boz 1675 phone, (631)433-9084 N 2x6'5 16"oc Floor Joists Southold,New York 11911 E-Mail: ssbn654Qoptonline.ne1 N I I I 1 I 1 I 1 1 Kehl Design Associates.LLC o formerly D A K Associates,LLC o_ CL iLu 1A110Lit-H1 OWNERSHIP & USE OF DOCUMENTS: I U) U rn C) N IIII I These drawings and specifications including the I TW2446 TW2446 ideas, design and arrangements represented x x x N N N LE L� L L III �l therein, are the property of KEHL DESIGN 28"x 52" 28"x 52" 1 ASSOCIATES, LLC. No part thereof shall be DBL Hung DBL Hung 1 copied, disclosed to others or used in connection 2xs'S 16"oa Floor Joists with any work or project other than for which LUI LU I GARAGE I I MILL they have been prepared without written consent. REV. I I WEST ELEVAT101 k 030123 o 03-05-23 N I I FouBndaion 03-13-23 or I SCALE: 1/4"=1'-0" I ACO Kneewall I 07-24-23 N PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE I I 1 ^ 1 I I I I I I I I 1 l 11J11 ALL HEADERS ARE TO BE I (2)1 4»X 74DOUBLE DOOR LUL UNLESS I L 6068 DODOOR ` I �w 8070 OH DOOR 1 OTHERWISE NOTED L------ ------_- -----------J 1LIJL11-11 Li IJ IJ l l ill 1L 7' -7' NOTE: PROVIDE FIRE BREAKS AS PER 14 3' THE 2020 14 mil III II t III II BUILDING CODE OF NEW YORK STATE wil �� WORK NOTES: EXISTING FLOOR PLAN- FOUNDATION PLAN � � II UUII IIIIH 111111 II IIII II 1 U IL II I I ILL I ISI SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" l ' 0 EXISTING FILL—IN AREA I NOTES: IN' ORTH E m Provide Insulation Baffles as required at Soffit Locations to Provide for proper attic ventilation ® Provide R-49 Insulation in all Flat Ceilings as per SCALE: 1/4"=1'-0" 2018 IECC International Energy Conservation Code ® Ice and Water Shield to be used Beneath any damaged roof shingles or areas of repair on the roof ® Provide Simpson Tydown or Hurricane Stropping to the rafters at all locations of the Interior that are Exposed during the 14' removal of mold or deteriorated interior surfaces. ED Provide 16 Azek or Equal to all locations of the fascias that I are repaired due to Mold or Deterioration. IIII II II A21v LI.111LT1 ll_ll_ Acceptance of these drawings does not authorize the right to EXISTING EXTERIOR CONSTRUCTION TO REMAIN ® Blue Skin House Wrap or Equal to be Used Under Siding for All LU J LLLI build withoutthe authorization of local governing agencies, such Locations Repaired 10'-12 3' LL11JJ I lI T_LLlJLL1L1 as Suffolk County Dept.of Health Services, Town Building STORAGE 3J" 31 t �l11 111 CD Remove and Replace any Insulation that shows signs of mold '.N Departments, DEC, FEMA, etc. Verify all conditions, codes, and N J-1-11—LLL Provide Ridge Vent to provide proper Attic Ventilolion to Prevent Mold or deterioration with R-15 Insulation IT]'JL II u requirements with such agencies prior to construction. Ex. 2x4 Trusses - 24"oc. � 4" CEx Roof Sheathing ® Remove and Replace any Siding that shows signs of deterioration J �N X11 IIII_ I 1 with New Cedar Wooden Shingles �' t closet =� _ II L PROJECT: CAF Architectural Roof Shingles zM -- N N ® Remove and Replace any Sheetrock that shows signs of mold 1A1J I Ai II III III IIIIIIIII 5 or deterioration with New 8" Type 'Y' Fire-rated Sheetrock = LLI�J1 L II IJ i o° S.Vfia-,'J"'M,%S Insulation Baffle FIRE p R-49 Insulotion0 Exr SECURED 10%TEL Ice and Water Shield m o III I I II LLII Venled Soffit— Provide Simpson Hurricane Tydown® STORAGE "' ll11L1W a-WJ LL1�1-J1J1 co 02x4 Top Plate 1x6 Azek Fascio0 o ROOM 4" Exterior Sheathing Blue Skin House Wrap or Equal®4 �r I N T T EAST ELEVATION 100 siLVERERE ROAD °a —R-15 Insulation 0 N N 2x4 Stud's 16"ac GREENPORT, NY 11 944 --Ccdar Siding THERE IS NO FUEL BURNING EQUIPMENT Drier Dryer washer wa her Hw "— SCALE: 1/4 - 1 0 e" Type "X" Fire-rated Sheetrock® Dryer eater IN THE BUILDING. ALL EQUIPMENT IS vents 108 GARAGE 20 Shoe3 POWERED BY ELECTRICITY. THEREFORE SCTM # 1000 2x6 Sill —47-02-14 Cox sheathing NO SMOKE DETECTORS OR CO DETECTORS "'o Shelties F-3o In5°'titian 2x5 '6"oa. FI°or �oi5t5 ARE REQUIRE I N THE BUILDING A S PER THE N Shelties DRAWING TITLE: A ll's Moisture Barrier 2020 BUILDING CODE OF NYS 13'-5PLANS ° 8" CMu 20 ACV Plates Mln. 4" PC. Slab o Foundation I N m n�a GARAGE 108 UNSECURED Mi x8" Canc. low sTo�AGE " L�ll�lt� AS NOTED Min al Gr Below Final Grade. RODMWIL111� ALL INTERIOR FINISHES ARE TO COMPLY I11LL11LLIIiLIIIIILII II�LLI�I�tLllll kI :NOTES: 14' WITH THE 6068 DOUBLE DOOR I IIII III I� ILL IE_ THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF TIT 2020 BUILDING CODE OF NEW YORK STATE LI DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 1JL!EL l tl LJ LL LI LL L PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL North Eastern Distance Corner of House p-II III 1L FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR RELD FIT. THE �-� 7' 7' BetweenL LLLLLLI_EJ DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Bu ldiin LLLU LULTJ�I I LEL L11�LI L� II IILLLl UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I FIRE EXTINGUISHER 1 3' iLLLi1 J E E I L LI L WLil FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. l 11 ll I L L1 L1� (.*.**# ROSS E VTIOIN! ® CLASS ABC, SLB, 2A: 10B: C JLJI V !-1 SEAL: DATE: AS PER TABLE 906.3(1 ) FIRE LL11jLijf l DECEMBER,14 2022 SCALE: 1/4"= 1'-0" EXTINGUISHERS FOR CLASS A PROJECT NO: 0 1 FIRE HAZARDS BASED ON, L Ii I L1 I! c rtr—N—�\ 1135-2022 LIGHT LOW HAZARD OCCUPANCY FLOOR PLAN ```Jr EW}- DRAWN BY: (LOW), LL IL I II ILLI_11J1I�L�LL ��P�� cpNo n�f-� SCALE: 1/4"=1'-0" o o - BDK * � �� y *'CHECKED BY: EXISTINGF' 'pHEE1 NUMBER: FILL—IN AREA C t SOUTH ELEVATION \f ,,f; i4C� Al 0 1 SCALE: 1/4"= 1'-0" DOB NUMBER: OF © KEMDESIGN•ASSOCIATES,¢c