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HomeMy WebLinkAbout51707-Z ho�aof soulyo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd uN14- Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46141 Date: 05/02/2025 THIS CERTIFIES that the.building AS BUILT ALTERATION Location of Property: 64380 CR 48 Greenbort, NY 11944 Sec/Block/Lot: 40.-3-4 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 0.1/24/2025 Pursuant to which Building Permit No. 51707 and dated: 03/05/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" interior alterations to an existing single-family dwelling as applied for. The certificate is issued to: 60095 Roxbury LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51707 4/7/2025 PLUMBERS CERTIFICATION: 60095 Roxbury LLC 3/25/2025 A th ize Signature ofSoup, TOWN OF SOUTHOLD BUILDING DEPARTMENT o • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51707 Date: 03/05/2025 Permission is hereby granted to: 60095 Roxbury LLC 105 High Farms Rd Glen Head, NY 11545 To: Legalize"as built"interior alterationsto an existing single-family dwelling as applied for to include two additional bathrooms and a wall removal. Additional certification may be required. Premises Located at: 64380 CR 48, Greenport, NY 11944 SCTM#40.-3-4 Pursuant to application dated 01/24/2025 and approved by the Building Inspector. To expire on 03/05/2027. Contractors: Required Inspections: Fees: As Built Alteration $560.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total S660.00 +,Building Inspector SOUr��l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q OWN BUILDING DEPARTMENT TOWN OF.SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 60095 Roxbury LLC Address: 64380 CR 48 City: Greenport St: NY Zip: 11944 Building Permit#: 51707 Section: 40 Block: 3 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AS BUILT License No: SITE DETAILS Office Use Only Indoor R, Basement Service r Solar F Outdoor 1 st Floor ry Pool F Spa r Renovation F 2nd Floor Hot Tub r Generator F Survey (✓: Attic r Garage Battery Storage r INVENTORY Service 1 ph r Heat Duplec Recpt 6 Ceiling Fixtures Bath Exhaust Fan Service 3 ph [I Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO.Detectors Sub Panel A/C Blower 1 Range Recpt 50A Ceiling Fan Combo Smoke/CO 10 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 6 4'LED Exit Fixtures Other Equipment: Fridge, Oven, DW, Micro Notes: " AS BUILT NO VISUAL DEFECTS " HVAC, Kitchen, Smokes, Basement Kitchen Removed Inspector Signature: X . Date: April 7, 2025 Sean Devlin - Electrlcal'lnspector sean.devlin@town.Southold.ny.us 64380CR48Kitchen HVAC zzzl Town Hall Annex �® ®�� Telephone(631) 765-1802 54375 Main Road P. O. Box 1179 C g Southold, NY 11971-0959 A Q BUILDING DEPARTMENT MAR 9 5 2025 TOWN OF SOUTHOLD Bullding Department CERTIFICATION Town of Southold Date: Building Permit No. JS ( q(3 1*'+' Owner: L LC_ (Please� print)` - Plumber: �P — V V� t'V`Q ©LA1 N-C' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. �ers �ignatu�re) Sworn to before me this c� day of Wll 20JIS CONNIE D.BUNCH Notary Public, County Notary Public,State of New York No.01BU6185050 Qualified In Suffolk County Commission Expires April 14,2t*�j 1 UE SOUIyOlo # * TOWN.OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 1-N-SPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] 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:.( 1 loft% p V.-V 4L CAA VAV>01_� DATE INSPECTOR OF SOUTyo� .J I LJ llJ L1 --- -- -- TOWN OF OUTHOLD BUILDING DEPT. 631-765-1802 1 NSPEC [ ] FOUNDATION 1ST/ REBAR [ ]- ROUGH PLBG. A . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE &-CHIMNEY [ ]` :FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT-PENETRATION , [ ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL JREMARKS: 1 1 I�v��tn AV DATE tq 2 INSPECTOR 4/5/25 RE-.Permit#51707 Good Morning Sean. As requested, please see the pictures showing the requested ARC Fault Protection and Labels, as well as the ceiling box above the kitchen sink. As always, please do not hesitate to reach out with any questions/concerns. Sincerely, JOE CIAMPA 917-662-5443 1 4/6/25,7:45 AM Mail-Alexandra Ciampa-Outlook TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION , :: [ ] FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 45 ` , v1 Ike r�j �c� Gn DATE Lj / I-IZS INSPECTOR APR � 2025 about:blank 1/1 4/6/25,7:46 AM Mail-Alexandra Ciampa-Outlook 1 1 r 1 Y 4 i V about:biank �/� 4/6/25,7:46 AM Mail-Alexandra Ciampa-Outlook ' 1 e a ..wMr. about:blank �/y 4/6!25 7 34 AM Mail-Alexandra Ciampa-Outlook fAw coIce im h 1 4 i abouttlank 2/3 r� -MAIN a _ CVKe11'C.e WATER• t PUMP ��lle , 4 j e ©S j _eve w.•a.... - vmmR AM— AtIZ a.>•ra rm-. ; Ii 90-2 4O o �114- 1 11 IN - � Bhp €i � • , o ,�=f; �i LL� � tf�sa© i• n�dti • •. Outlook cmn �� ! 6Q:• ` N .. NOT REMOVE IS TWISTOUT } about:blank 3/3 • • •. Outlook r �Vt •a r rr N about:blank 4/6/25,7:34 AM Mail-Alexandra Ciampa-Outlook i .s 1 i O ii a f!' e 4. e about:blank 3/4 t v A r� 5# { Jj�(JP f i i� f 4/6/25,7:33 AM Mail-Alexandra Ciampa-Outlook r• 400 x � A 3 n is 1 1 y. about:blank 3/4 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) 00 ROUGH FRAMING& PLUMBING OD INSULATION PER N.Y. STATE ENERGY CODE - 0 VV__ C4kn) 4W' ylvf FINAL V-V C) ADDITIONAL COMMENTS I C)q Q\ Q6- �D,4 a:57t) i1C e- o q 00 z m X =o3jgUFFot,��o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631)765-1802 Fax(631) 765-9502 https://www.southoldtomm..gov_ Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ti+ L t l PERMIT NO. 51 r7Dr7 Building Inspector: i _ JAN 2 2 2025 Applications and forms must be filled out in their entirety.Incomplete` applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: — OWNER(S)OF PROPERTY: Name:—(o ':I ( X.bU 4Z ._._.._ �C,, .__._ SCTM#1000-.`_L(C) 1__0 ' Project Address: _c��..i_.__.��-/.�r�ry�p •-�.M_.�.L�.._._�{�_._-_. _C(� _PO�Phone#: r _lJ Ltcf j - - Email: -��S�Pi-Ite-lRp_ _ Mailing Address: LEA � r—Xb N( (IS�[S I ©� - CONTACT PERSON: Name: 1-� ��.1-FlM_p�t_ Mailing Address: _(_ _. _l_ Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: �IT Mailing Address � cAS _) Phone# �Y 3 �_`C'�3' _ l®_ _Email:___ 5�. �2b-._ _ "®+JLi fi,-IJF T' CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: a0ther EA-1,�Srr i C-L i N—t a Lt-on— 'L-A Yt3JT a-SWill the lot be re-graded? (]Yes ®No Will excess fill be removed from premises? ❑Yes Colo 1 PROPERTY INFORMATION Existing use of property: ` Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to f--q6 this property?T❑Yes_igNo IF YES, PROVIDE A COPY El Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable,Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing,code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): It N 'Klz t(` BAuthorized Agent El Owner Signature of Applicant: / Date: STATE OF NEW YORK) SS: COUNTY OF -!&JFPb .(- ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 649 M 1 (Contractor,Agent,_Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this � o a' day of �1 1 M U.O r V ,20 aa5 o ry Public TRACEY L. D Mr ER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.0901,%?63nssllo C.,UALIFIED IN SUFFOLK COUN y Y (Where the applicant is not the owner) COMMIFMON E„FIRL SJUNE80,2D- 0 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 Buildinv Department:application AUTHORIZATION (Where the Applicant is not the ON ncr) I, �b�`l� t�G'� . r✓� residing at` t � %1 ��w`1 �-U2�tt (Print property owner's name) (Mailing Address) ,�C." � �� t g'\4 t� (� do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. (O s tgnature) — )ate) — 2 (Print Owner's Name) SUFF BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y� o ` Town Hall Annex- 54375 Main Road - PO Box 1179 co .^' Southold, New York 11971-0959 Gay�jO� �apNt Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh@southoldtownny.gov � seand(cb-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: '� a Company Name: q-6-rVf Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: �4® �vu U-C� Address: Cross Street: Phone No. Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE ARE FOOTAGE Print.Clearly : � ►�S o E�w - Norvll'VC- V% r I 00 FY�S�%tJ �iWrfN kr�zA • Square Footage: Circle All That Apply: KGh >� Is job ready for inspection?: �ES ❑ NO Rou In Final Do you need a Temp Certificate?: &�s r?,<O Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead J # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATIONS 2,�2.1C � �, ��00v &4— ( 44 3P--t-- 5I-7 0-7 CV-S-P q -7 3 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD {}o Town Hall Annex- 54375 Main Road - PO Box 1179 o ;? Southold, New York 11971-0959 p Telephone (631) 765-1802 - FAX (631) 765-9502 iameshA-southoldtownny gov seand(�southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: aS� Company Name: d C) cam/ Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance 'Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: L—L( �i 2 Address: Cross Street: Phone No. i) U0 I -- Bldg.Permit#: ( ab—+ email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK INCLUDEr,,UARE FOOTAG (Please Print�Clearly��'� Cam-s ��,otic - Q� - - � '� t F r f 1 c v►� FX�S v z s Square ooa e: � tc _ 9 Circle All That Apply: �S � 1 YES N Rough l:n 1:1\,Final Is fob ready for inspection?: ❑ ❑ Do you need a Temp Certificat e?: ES 'N0 Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground LateralsR 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATIONS' �.� imc 44 Be4-- 5/ 70-7 l n 4 -7 _J PERMIT# Address: Switches- Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water BondLights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Comb Cooktop Minisplit Blower AC AH Hood Blower I Service Amps Have Used Sub Amps Have Used Comments 0,?�'CA NL�'a t 7 S.C.T.M. NO. DISTRICT: 1000 SECTION: 40 BLOCK: 3 LOT(S):4 �yo O�QPJ C; 23 j24 /4 rn / \ 1.3'E —24 1 �Q (''{ / � �•GAP _. '' �� •.�ti6��:���C�G::i''•'L / �• F fir,•:::•.::::;;::..... 25� 47,4' os : •' 1� I 23 0 1 o ,z,-- LAND N/F OF J z HNF RESORTS L I LLC 162 G :::.. U-1 LAND N/F OF 1 C x Z \ ! I BRIAN OLEARY \ x z \ t' 24 1 / 0 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 1 LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:47,879.01 SQ.FT. or 1 .10 ACRES ELEVA77ON DATUM. NAVD88 UNAUTHORIZED AL7ERRA7TON OR ADDI77ON TO 7H/S SURVEY IS A WOLAT70N OF SEC7ION 7209 OF 7HE NEW YORK STA7E EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LIS7ED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS777Z)770N, GUARAN7EES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S77?UMRES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF.DESCRIBED PROPERTY of NEW CERTIFIED TO: 60095 ROXBURY LLC; MAP OF: Qq� M ' o��0 ABSTRACTS INCORPORATED; FILED: y � x 1 SITUATED AT:GREENPORT r 0 TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ��s' 050882 �� Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 11931 FILE #223-142 SCALE:1"=40' DATE: SEPT. 22, 2023 N.Y.S. LISC. N0. 050882 PHONE (631)298-1588 - FAX (631) 298-1588 APPROVED AS NOTED DATE;3513 51 �1 D V COMPLY WITH AL CODES OF TOWN CODES NEW YORK STATE& F `------ B REQUI AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT SOUI}IOLDT�WNZBA 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: FOUNDATION-TWO REQUIRED �� ► FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION FINAL.CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS Additional Certification May Be Required. -PLUMBING ALL PLUMBING WASTE &WATER LINES NEED STING BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANC`i SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. 3'-11V'j 26 '-81%6t - - - - -- .� $EIILDESIGN ASSOCIATES,uc • Po.e.,�s �Im,lm•smt 11MM11MYGUign EL1dt>badS 10m enel SMl pe. hb—61 DAKAvooMet LLC •m to O �I thi�dih ore nm �d de�e-� oD�. S.1K A LLQ No put thereof.hull be copied,disclosed to all or used in connection with any work or proJeat other thon for which they ha`w bean prghohed without w fttah ooneent Shower Added - 7 2838 2838 2838 2838 co W68° -Ex. Bathco ° M _ o N Co WM NOTES: 068 2668 ■on j TI I •m 'k— � I�7 � I C4 ® - O O� CD C N 00 co New Bath N N h co •on N 2-2 s Ex. Bedroom - co I � 132.35 SgFt - F1 n - Ex. Bedroom N 113.85 SgFt 0 CI co c' 3'-A 2'-11y16° 4t5�s■ - co .N 3'-2 —2'-11� 3'-2 ' N C IA M PA 2'-2�Ji6 -� -� RESIDENCE !4f NORTH ROAD(CR 48) nl CV I - - hh GREENPORT,NY 11944 SCTM#1000-40-03-04 2838 2838 DRAWING ITME:- EXISTING - - SECOND FLOOR PLAN FM Of NEW'k S. cov '\P'f- EAl- DAM* k May?°,=4 EX. SECOND FLOOR _ ` �_ __ DRAWN ,°'Z-�" Al 03 Scale: - ,Ioom�ft"**9 dole�c Do to 0 5 10 20 30 40 50 ocaftft ��' b GENERAL NOTES: CONTRACTOR NOTES SAFETY NOTES:RESIDENTIAL RENOVATION&CONSTRUCTION _ General Notes: Wera: 1. GENERAL, ALL WORK TO BE COMPLETE)IN ACCORDANCE WITH THE TOWN•OF SOUTHOLD,NEW YOFM 2020 RESIDENTIAL CODE OF GENERAL NOTES: 1. All etude to be SPF/2 or better,and an other structural wood to be Douglas Fir/Larch/2 or better. , NEW YORK,AND REGULATIONS OF ALL OTHER AGEFCIES HAVING JURISDICTION. 2.2. AD structural wood slag be In accordance with the national design specifications for wood construction-latest ed'itlorL ���� '- 1. ALL WORK sHALJ.CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD.SUFFTNIx COUNTY.NEW YORK,zozo RESIDEMAL A ALL BURRING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED M A b P+EED,DE$IGN ASSOCIATES,uC CODE OF NEW YOM FIRE DEPARTMENT RULES AND REGULATIONS.UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE 3. Naling schedule Nall be In accordance with the apeeHFod code. B.LOCKED AREA .mn.�m a a.nmsarvmw�•memo PRACTICES. 2. 4. Pro-manufactured truseae. C.ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK.THE CONTRACTOR SHAD.FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT of a. AD tames shall be"shaped*as Hawn on architectural cross sections. D.ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEAlEO IN THEN RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH tDTa1mS DI 41•f01 BUILDINGS.OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WISH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS, b. Therm Nall bear a been number and Nall be manufactured by a registered manufaeWrar. P-I 1 MID PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD,KEW YORK,AGENCIES 3. 5. Erect and bracetrusses In accordance to'truse plate Institute recommendatloas. MATERIALS ARE TO BE KEPT AWAY FROM HEAL Sa"Nee1'at IlM Eft daiiiaplsbaidE.ALL FLAMMABLE MATERIALS TO BE USED AND STORED M ADEQUATELY VENTILATED SPACE MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER OONSIRIICTTON OF ANY PART OF THE WORK e.ni .�,b ac. onc.mni,ue SHALL BE INCLUDED AS IF THEY WERE INDICTED M THE DRAWINGS. L Plywood sheathing. F.ALL E DITRIOAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4• a. NI plywood Nall be in accordance with the American Plywood Association(APA)apaeiReations. G.ALL E=KAL POWER M THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. • THE CONTRACTOR WALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOLL AUTHORITIES,AND OWNER. b. Plywood aheatiNg shall be continuous over two or more spans with Grain of face Pip across supports eorpomUon or equal. CONTRACTOR AT ALL TIMES,TO ENSURE THERE S NO NATURAL GAS IFAKIIGE N THE BUILDINGS OR ANY FLAMMABLE Trier.(howl design a and specifications represented the 5. THE CONTRACTOR SHALL fE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Ideas,dnMQr and b nprwewrted CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sob shag be pressure preservative treated(.4 PSF retention)SYP/2 or better. GAS TO BE USED DURING CONSTRUCTION. thersin.ere the�M KD6 DESIGN REMOVAL TASKS.THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RMPON SIBllJ1Y FOR ANY DAMAGE OR INJURE CAUSED BY ASSOCIATES,LLC.No part thersaf shed be OR WRING THE EXECUTION OF THE WORK. B. Design values: - 3. DUST CONTROL dOe a�iakara�m or used roject Man for omftUUm 8. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK.MID SHALL AND SMALL PROVIDE ALL DIYE6IONS REQUIRED FOR OTHER TRADES.` a. Framing Lumber. DF(north)No.2 or better A DEBRIS,DIRT AND DUST TO BE ITT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA they.haw been prspps without written consent. PLUMBING,ELECTRICALS.ETC. - E 1.80 PSI Fv 95 PSI B.CONTRACTOR TO isoi.1TE CONTRUC11ON AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR � S7 7. PLUMBING WORK SWILL BE PERFORMED BY PERSONS LICENSED N THEIR TRADES.WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fle-1325 PSI C.HEAVY DROP CLOW. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS Q OW M4101.®BI ASSDOATFS,UG ALL HM 8. B. Design wluem DEBRIS,DIRT,AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE FIN AND HINAM HE RDO YESi WA BECIPoCAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES.WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber(LVL): ACCUMULATION. (WDOBIf LAI RATS MAY HOT BE VA1118■W THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMIS.INSPECTIONS AND REQUIRED SIGN OFFS. E•1.900,000 PSI B. Fv 285 PSI 4. NOISE AFTER HOURS: FAETEH W1ITIpIQA1lBl ALL RA16 AND OL9g6 ARE BE THE CONTRACTOR SHALL DO ALLRING,CU PATCHING.REPARING AS REQUIRED 7O PERFORM ALL OF THE WORK INDICATED ON THE 2800 PSI B RIMY W�11 x RBIf DRAAWING.S,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS:8AY TO BEM,YONGY TO FRIOJIY. E TO BEODLY DE SgDL7UE FRBI as TINS B UVIfRgD 10. KEHL DESIGN ASSOCIATES,LLC.NOTE B.EXCEPT LEGAL HOUOAYS. DLT19W1.Y TD RE BITBt(EDT miHll RtOff W RMIOWSE ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCATES I.I.C.AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORN(OTHER THAN REGULAR HOURS. 11. THE USE OF THESE DRAWINGS BY ANY CONTRACIOR SUBCONTRACTOR.BUILDER.TRADESMAN OR WORKER SWL INSTIGATE A HOLD ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL.OF THE FIRST FLOOR..VARIATIONS TO THE HEART OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES AR LLC. d Me�adqH dogs ad aPhataM the 11�d bOF THE FIRST FLOOR E TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES U.C.NO CONSTRUCTION � 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING,WATER.OR ELECTRICAL SERVICES TO THE OWNER." A WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE UDR SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES U.C.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 bled t(lW fie aalbaft Le of trod pwk gg *erA 12. CONSTRUCTION MEANS,METHODS,TECHNIQUES,SQUE LESS OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEGHHBORS. a Sahbl County ge)t.of HedDl Sent es,Tm Bbdlq 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 U.C.HARMLESS FOR COSTS AND PROBLEMS Deparbeft OTe RBA,etc Wr*d aaldNaRy cedm REsown m \ ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR.TRADESMAN,OR WORROIAN. TIE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES and MQiwnah I$ sldl Wnn pde rJ tD 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES U.C.SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UIILTY LINES WITH THIS AND RELATED SITE WORK,AND THE WORK IN ACCORDANCE WITH THE DRAWING OR COM =DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENEATNES 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 13AFLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE WOW HOTEL; DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL.PLUMBMG,AND WAG EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BARED 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_ R301 DFSIGN.CRITERIA AS PER THE MCHTEC URAL FEATURES AND STRUCTURE ANY CONFLICTS WILL DE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST DCTENT OF THE LAW,TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES,U.C.HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS THE BEGINNING OF WORK BY A CONTRACTOR 2020 RESIDENTIAL[%IDES OF RESOLUTION. UABI.ITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE,FOR THE NAM OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE IF UNSATISFIED,THE NETV PORK STATE ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREOME T. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSART',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 R301.1 APPLICATION BUILDINGS AND STRUCTURES, TIME TO BE UNSAFE,HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR.KEHL DESIGN ASSOCIATES UA AND PARTS THEREOF SHALL BE CONSTRUCTED TO CLIMATIC AND GEOGRAPHIC OEM CRITERIA LOAM OWNER. THE BEGINNING OF WOOL SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQU1REleENTS SAFELY SUPPORT ALL LOADS,INCLUDING DEAD IUAM LIVE LOADS,ROOF LOADS.FLOOD LOADS, ALL STRUCTURES TO CONFORM MH THE 2NO RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULnPLE-STATION SPOKE HARMS AS WELL AS CARBON MONO)aDE DETECTORS SINGE AND MULTIPLE-STATKIN SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS SNOW DESaI DE9OR ' UNDERLAY- HOOD WIND EIao05UE 6 fEW YOaC SALE SEClall RJ01.21.2 PROTECTION OF OPD@NG& LOAD cA7E0Q7Y WEATHERING TRAP. HEAT REWFBD HATumS CAIEODPIY IN ACCORDANCE WITH CHAPTER 3.SECTION R314 OF THE 20M RESIDENTIAL CODE OF.NEN YORK STATE - PROSCRIBED BY THIS COVE THE CONSTRUCTION OF THE BUILDINGS AND 25 b 130 C SERVE 7-0' MODERATE TO HEAVY SUWT 10 YOORATE 11 deoww YES 1w54 OG5 C R301Z1.2 PROTECTOR OF OPENINGS, WITH �OF THIS IN ACCORDANCE DiDaOR GLAZING N BUILDINGS LOCATED N 190-0=E OE&5S REaaN3 SHALL BE PROISMID FROM YROOME OMM OU1gD NOTE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR IXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 IN A SYSTEM THAT PROVIDES A COMPLETE LOAD TABLE R301S-Iwf♦•WRI 1Ra1O0LY DBTfOR111E9 LIVE LOADS, OPENING PROTECTION FOR WIDBORE DEBRIS SHALL MET THE REOURE ENTS OF THE LARGE MdVE TEST OF AMU E ID Ge5 A PATH THAT MOETS THE REOU903MTS FOR TRANSFER ST POOR OF HE ASTIE EIM AS MOONED IN SECTION 3MZIZI.GARAGE DOOR GLAZED OPL OR OR 7G PROIECOON F WIDBOaE OEM SHALL MEET RESIDENTIAL MADE OF N(lV-MONK STALE ORIGIN DEEM CITMA (01 POIRDS PER SQUARE THE EGLHIENDITS OF AN APPROVED FACT-IE.�INB STANDARD OR ANSI/OASMA IIL NOTE,ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE FOOT) THROUGH THE LOAD-RE5S71N0 E1J]MEi7S TO THE EXCEPIOE FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE TIME DE90N 2S HE�DMAL ONE-�T USE FATLY DYELNOS DADS 1.WOOD STRLMR&PANELS WIN A MINIMUM THIMUSS OF TES NOI ttmm)AND A SPAN OF NOT MOM THAN 5 FTET(2/36rm) DEEMED TO COMPLY F17H THE REQUIREMENTS OF OWL BE PERMITTED FOR OPENING PROTECTION,PANELS SHALT.BE P�AND ATTACHED To THE MAI"SIATRatM TE NOTE:ALL ROOMS MEET OR Dmm CHAPTER 3,SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE INS SECTION. USES(s)AND OCCUPANCY CLASSwTd ROINK-) UHNIABLTABLE ATND WITHOUT STORIK60 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING,PANELS SHALL E PIEDIELED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. AND E METHOD A SHALL SEQ WI IRFD WIN THE ATTACHMENT HARDWARE PROYMM ATTACHMENT SHALL BE DESIGNED To RESIST THE R3M.1.1 ALTMATE PROVISIONS UNINHABITABLE AT OCS WIN LIMITED SIGRAGE" 20 COMPONENTS AND CLANG LOADS DE1DaE®N ACCORDANCE WITH EITHER TABLE R3012(�GR ASCE-7.WITH THE PMANENT AS AN ALTERNATIVE TO THE REQUIREMENTS N N ACODIDUIE WITH TABLE ATTACHMENT HA IS PEIEPRO EDIT MN ANCHORS WITH A MEAD ROOF I IALLE W 45 FEET DINIM OR ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SECTION R3M.1 THE FOLOWNG STANDARDS ARE RISE OCl1PANCY ODRRmO DANCE TAM ARE R3 I. 1.2 IS ER FFIED FO AED DINGSI PE IGEAD ROW N OR THE BLeaNQ ATTACHMENT-)OR EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE PERMITTED SJBJECT TO THE LIMITATIONS OF THE RESGDITIAL R-0 PIG E FAML1) HASIABLE ATTICS AND ATOS SERVED*M FIXED STARS 30 WHERE WHERE THE ULTIMATE DFSON WIND SPEED VS 100 MPH(2DOWe)OR LESS THIS CODE AND THE LIMITATIONS HEMN.WHENE NAILING NOTES: ENGINEERED DESIGN IS USED M CONJUNCTION WITH tYPe or DDNSTHIICRON(CHAPIDt e) BALCONIM MCFE!"AND DECKS (a) 40 TABLE Ram 21Jt Iro-eowEg�A PANELS PROTECTION FASTENING samRSE rat W°°D ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE MAULING SCHEDULE OF CHAPTER 5,TABLE R502. 1 OF THE 2020 � THE DESIGN��COMPLY �) WITH THE BUNTING CODE O IEIY YORK STATE TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING-ONCE) 1)AWC WOOD FRAMED CONSIRUCRON MANUAL v a GUARS AND HANW. Sly god' FASTENER TYPE R301 DESIGN CRITTItIANEWYORKSTAM (�) PANEL SPAN FEET<PANEL 0 FEET<PANEL 2)AIM STANDARD FOR COLD-FORMED STEM .14 FEET SPAN s e FEET SPAN 18 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES,AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, FRAMING-PRESCRIPTIVE METHOD FOR ONE- HEIGHT AND TOE AREA WAD N411 COMPOENFV 0oh INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS,FLOOD LOADS,SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED AND TWO FAMILY DWELLINGS(AS-S230) NO.a WOOD SCREW BY THIS CODE THE OONSIRUC71ON OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE HEIGHT FEE AREA PASSENGER VEHICLE OARAOESO a BASED ANCHOR WITH 2 to to a SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF 3)IONSTRUCTION O ON THE DEIGN ES( eo NCH EMINENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION.BUILDINGS AND STRUCTURES CONSTRUCTION OF L00 STRUCTURES(KX:400) ROOIS or"THAN SLEEPING R0OI1S 40 NO,10 MOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE-DEEMED 7D COMPLY WITH THE REQUIREMENTS OF THIS SECTION. REV: � ICAND GRAM BASED ANCHOR WITH 2 10 12 G PLANE NOTHEAKA�HFROM WLT OF HgyMTIy AREA �pNq H SR N R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 3 STORY ow 301L BASED UiOROR to to to AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE R4'PFR CKIiP1ER a TIC AS PER TABLE 5Ga2 STARS 40e INCH D®I OR LENGTH 2 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN.WHERE ENGINE UM DESIGN IS USED IN CONJUNCTION WITH 202a BUILDING CODE OF NEW YORK THESE STANDARDS,THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE STATE FOR Sh t kWh.25.4 mm,1 POOT a 30"mm.1 pored.4A4e K t mb Per hour.0.447 1.AWC WOOD FRAMED CONSTRUCTION MANUAL(WFCM) IDOL t1OaR FROM RIDGE TO WAX NA IPPOUUNND PER SQUARE FOOT.L0470 IPa 1 SOVUE NCH.645 mmet POUND.4A5 N a Thr table Isbased on ISO mph dUm4 de ip aka spade Nisad a 46-Tagil msm root height 2.ASI STANDARD FOR COLD-FORMED STEEL FRAMING--PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS(AISI-S230) a ELEVATED GARAGE FLOORS SHALL E CAPABLE OF SUPPORTING A$WO-POUND LOAD L Fasteners end be rNdd at aPwsra veldt of the wood Nmokad PWAL .CIAMPA APPLIED OVER A Z0-SWAE-M AREA Fate we drd be faoabd a mrkem_d 1 k�dr fan the wise of the Panel. 3.ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES(I00400) IISM 5PE'ILS AID GRADE b.LNMIAOTAMZ ATTICS WITHOUT STORAGE ARE THOSE WEE THE CLEAR HWwfT c.the b,id a through aetenas elwlIDe.ft&r wall waft fti yE rd an tt Wq%f aawhes y#sr Into to � � RESIDENCE GMIEN JOWS AID RAF,TAS IS HOT MORE THAN 42 INCHES.OR W EIM THERE AM HOT no OR MORE A WHIT TRUSSES WITH LED OOETOURATION CAPABLE OF d.Vbr pant on a trW b maeoewy a mawerry.eraser the shd be aW dw U*V buUan re.1 1. and,an NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, ALL HOUSE FWAIEIo YATTIAL oauaLAS,FN-uttaN R.UD BETTER ACODWaDA1N0 AN ASSUMED RECTANGLE 42 NCER N FIDGR BY 21 INCHES N WIonM IeabTg a mhhan d0'. edUwowd aopaalty or,,Sao pwndA NORTH ROAD(CR 48) OR GREATER,WnM THE PLANE OF THE TRIMES.THIS LIVE I=MEED NOT E AMib •FOUNDATIONS'OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE GREENPORT,NY 11944 ALL EKE.DECK FRAMING MATERIAL CG NO PPE(2 AID HIEITER TO ACT CONCLIRRO LY WITH ANY GOER LIVE LOAD E411IE1QfIS. a IMORMLIALP � 0°�DLIVE LOAD I�O 3oo-OM' MIOADACTNaMTZi 4swNCHES, PRr�tPnvET�loNCRMMRFEQUMBRMOFME EVAigx CONSTRUCTION PRESCRIFiNE DESIGN CRUM REQUIREMENTS AS PER 202D RESIDENTIAL CODES SCTM#1000-40•03-04 WHICHEVER PRODUCES THE GREATEST sRRD4"i. . d A SINGE CONCOMTED LOAD APPLIED IN ANY DIRECCON AT ANY POW AMC THE TOR, SECTION RIG;MMDMIKSDIALBNEDPEOF7HEDEWOOR�EIDATIONCODEOFNL•WVM OF NEW YORK STATEDRAWING TRUE: s S W STRUCTURE - a ME SECTION R507.1 FOR DECKS ATTACHED 10 DODIOR LUAUS etd amply wM err of tb IoreIV RUIN 6.awu Rao PRESCRIFTNE ENERGYDESIGN CRITEM REQUIRELIENTS AS PER 2020 ENERGY AGNA L QUARD N PwL DaLPaNENTs(ALL THOSE DacFPr THE BALastERs AfD PANEL 2 TrOon Noe wa ere H.aw�d.aaa■Rat WaaG Rao hakd.e er Ms?akay GENERAL NOTES rNA FLIERS SHALL E DESIGNED 1D11=11 AHaRaoHTALLHMIDY-A�P, DNGaAILOAD OF 3•M.wsrv`ramG k e.cmq a<vr°a"r"am R'Ge CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(2020 ECCCNYS),BASED NEW 676 R50 POUNDS ON AR AREA EQUAL 10 1 SWAM PW.T I S LOAD MUD NOT E ASSU ED ILTtlORNA 10 ACT oo CIARRO iLY WIN ANY am LIVE LOAD Rmulzflons 0B)TABLE RHoa12 a ON-THE-2DISEDiTION-OF-THE-INTERNATK)NAL ENERGY CONSERVATION CODE AND OR5" R a IewNABITABLE ATTICS VITA STORAGE AE THOSE I*M TE OEM NEORT BETIFk77NFNSULATKIN AND FENESTRATION AROURSIAMENMM BY ASHRAE SB.i'2016tAOR412 R A�DJACENNTNT�MIX V®3CONIMMAATON S CAPABLE aF A�CODIY�ODA�M wwee WAara nwWIwwaa mm Nr®wwl wut A� a MUR16 colffirl FLOOR /111 ASSTIUD REOTANGE 42 ACES N HEIGHT BY 24 NGEB N YAM OR DEEATM VAIN snap. etwu eweuH SWUR &OR Rau E�1®A IE FMMMMTGIEIR UONLIESML WTIY ALL NA THE PLANE OF THE IBM 4E�T NOTE:THE 80OF ALL NAILNG MATERIALS AND THE NARING PATiERNS OF ALL MATERIALS No MMMAD E SLn EsnWI FM MO FM M ,HAWIE aaT Da GA SIT MOR13tep NM to 10113 Iola IDne TO BEINACCORDANCEWITHTABLER6�9(1)FASTENINGSCHEDULEOFTHE2020RESIDENTiAL oMEMMIMUM TGINmr NA BE LIVE CHOW NHE ONLY E APPLIED F 10 11105E PORTIONS O'THE JOISTS OR 1T0ISS - AID,ID=RAID UE4 fQ1EBIO MA lDTIDY CHORDS WERE ALL a•71E F011.OWW10 ODPIDtIOMS ARE YEE CODE OF NEW YORK '`� D tip RAIL Fa Be,-.t Tad 4304E ma - 1.THE A77IO AREA D ACCESSIBLE FROM M OPFHi10 NOT LE59 T11W 20 UNa®N WIDTH a R-emwe an Messner U-Iatee and n100 a rrorakoeelre ITmr hw4aller r kebetl h a or>b eNdr r w• E7r.aARAE NA BY 30 NOES N LENGTH THAT IS LOCATE)WINE THE GEAR HEIGHT N THE ATTIC IB Mm the Was or dwlm Mkbea d Be bwbtlaL V.kwtded R-, oe.10.krAyyn OM not be I-am the �j �, 0/y NEW GARAGE NA NOT lE4 iTWI SD NOES Meat epeoYYe h ffi tMle O 202 BOMU3 ROW NA 271E BLGPES W TIE JOCK at TRUSS BOTTOM CHORDS AM NOT GREATER THAN b.To femsbolbn U•frtr omem eo dd.elNdote.IN SIM oaken 00er to d d®d Ireehdw� ,O Q W. PORCHES ell R 2 NQFS VERTICAL TO 12 UNITS HOWDCRAL O.•l0/13'meow R-to cwam,w&Waco w,Oa k*Ww or wdwbr d Iw boor a R-13 cWW keYcWn d Vw NA kr,rr d ee bun.a coal 7�. DECK NA L MEMBERE DEFT INSULATION otP1N O LESS TMAR THE JOIST OR THE iRl15S 00TT01H d1OID '15/11'meaty R-15 oadh0e ro.ASUcr on the 000"er or atrbr of the hens or R-19 acebr k.Adrn at ere NA kdwbr d Be beser.A wil.'15/tr Ad be 1 0' to be and 00 R-13 mdy rdelbn on ere keedor d b fUOf COVERED PORCHES � NA THE RFIMND PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SMALL E boen.d cod:j"omotfuuw ka".ere aw hw-or a.W d b home-10/F3'n+me R-IO oeod ocw r �- Of57OREn FOR A UIiORILY OISIRBUIFD a0NIQ110ENT LIVE LOAD CK NOT 1E55 k.AAM m the krlwW a wdwb of the hone a R-13 oeNy keddbn at the Tdwh or On bo•ewd cod THAN 10 PONDS PER SQUARE FOOT. d.R-5 ehd be prmldd mdr the M elm am of a tided side h oddm b b retsaea elm Sege kWbon ACCESSORY SIRUCIIRE I HA R-wb N et:%Wa I doarsd k,tb emb The slob edge keddbn fr Ire.W elm.etas rat es reed to ��= G 1 IL GLAZING USED N HANDRAIL ec�we AND GUARDS SHALL E CESOED WITH A eed.d blew b wm BMW FACTOR OF 4.THE SAFETY FACTOR SHALL E APPLIED TO EACH OF THE ODIHa7RNAtED LGADs APPLIED,1D SHALL t0P E THE RAIL.AM 1D THE LOAD NE THE a Rend 6 p4 Ni1L ODIPONEN74 TIMES IDA09 91A11 E DETBWIIED NDEPDIDDIi O'ONE L Owed V (_ (a)WITROUT STORAGE ANOTHER,AND to=ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LGAD. F Anweov.%sswca.wdm.d eo Be the fa rep oep and pi.10 not r a-as R-sloe of R-IL (b)WITH STORAGE a Tk.tkn Telco r as k kw,Yaao,b.card ed.r oo 0-hedd N r'13t6•mere R-13 oadpr kwWOon DOB NUMBER: OF TMw R-6 aa.ew cw kWHo SIO` L Miss saftM.Aomrelomd be the�- d RUZ2L TM road R-wkw OPPIN- Ra awn am k!ew _ . 'SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION WCAa■■W s: MTS20 LTS20 I� lx ID FAamElO Wr Wr utaas. U.- u e� 0 MID a o�wa AM auMo1 E r� wiwa an7Dm a% tw1 Om1 4 R xr to w w w awl m m —— a« a,M MR&ML�t D "�'°�' .�I'�,DESIGN ASSOCIATES.II.0 PROPER■M0=110H10 PRaODZXRB mtlenllol A"urvncclal Ee9P.mmAla xa r w w a■ au ■o mo —— a« a■x■aa Aamw Auarwue UK"wmtl= Aaa■.1aVVrla,Oa a - I'011all®S ph■cIE311Q1•WEl aA f1a1AU ui aw0a1 or aaT a■m NOW IDr■l a aalT r Dom■moma �DLL SaHI■Yak 11M EM* Ol 1Ea6S1�6d � t g r 2r r N laol Ir r 2r S of ,ArA era a ar 1T a ————— t1m NOD 4 K■ IWn nSP4a F".7, AOaNr[Vq' lna t ,a ,a• p Th■a dra■t,�and:DcUkaem■i3Oludlnq the idaaa daalgn and mprnantr Iapsnontad LFTA LSTA21 ena.n.a.th•praparty a IE1a.DESGNStrarp-iL ASSOCIATES LL0.No■ma « sus J=L ■a Nm 541,,a N mywo «pope!other mth far■hkh ealad dbdoaM to oMw or used Inxmm m One Nm w xm a a.u. DETAIL "K" Maypra�la® m = m rm rm s a olr- n u �'- ©00'1R9R MI241THE ff9O1 AS900A1Q UG ALL ROOK oa■I■r,r DETAIL E Inn Cr w¢,■l aa'R ,p speelfled mails number oln TAKE�P WASTER INFMIT IA`R1V6 MAYNOS IM I qa aninl�O 10"a Sim son Strong-Tle non each end SME F MM 911RAII 2SOi "'If son l4iffBtIT ff NBL 1F991 ASSOOAIF$I1G BE ROR o M! au ■m CS16 AR7 j-42 10 sm OLY QE SONLIM FT®1 Im RB6 6 UMISED lM d me as am a sR m DETAIL "H" OMMY TO 11E RI1BI,INN 11EREN 1110ff ff RIEDIME M DID W am VAMW Ox■a■8 FAammd anal �►/�1,t0 Aattln7 � a a ■' ■ ■ x • ■ a � r wa111115- 1°°01rAA w'Im�l "Los"AT AMINUrL W. AOD1Ftaw d b•da6gM da•DOl OAhaha b�fo +r r ar r or l�' w1OA°rn 0"oa a 61k dlFact b amBalro811 d bad"MIN opldM4■d a W&QxT4 DOl d HM S■ft Tan Bi6q xmA u u •P ar al• ■• r>r r ,p r a r ,am ,� som mu arm Sam nao o� o0n a a nIII 403am ad Igt■mb amid tall ag edar ptr m a■Da9■L IZ ■!x■L rAamor. Ala WORK NOTES: !4 air 7r .+r— Las ■0 7.40.m R301 DESIGN gtiTERIA AS PER THE ,� arrard«sma0w Auawa IDa■la1■ C� 2020 RESIDENTIAi CODES OF OA ■ xAar 04 elm W. NEW YORK STATE Lffm am r m „� rAaiaQa AaDnr[TaaOM LAM C� R301.1 APPLICATION BUIIDMGs AND CNRt3. AaI a • . k" 01• On« W. LImpsUS4 n Strong-Tie AND �� �_ ,� OF m`a IIo yAa AYOr■■■Dal,0l0a !n o p f A TAKE-UP WASHER vow WADS WIND LOOS AND SEISMIC=AS a m,oca RaaU 1 1 <ID�,Aa)' N SAFELY WADS.LIVE WADS.ROOF WADS.F1DOD LOADS Naffs Au"Im To W USED ad THE FRD�•I.•r 2� Diem THE BY THIS CODE Tiff CN ACCORDANCE E ena ,aa ,e « rrwl!Ax+al• Nm am a;r 7 « A�10 ld' T®UNE56 011 THE BUILDINGS AND STRUCTURES N Ac00IDANai MTN THE PROVSIONS aF 1103 CODE SHALL R[STILT NN THIS THI FPLA E t0 UT PLY"U■M Au NOTES N A SYSTEM THAT F72010)ES A COYPIEIE LOAD P.M. AM] Wr rR9 On " PATH THAT MEETS THE REQU ETITS FOR THE rn °a ■ " ■ '� u,: ,a ,« o. ALL AUA�a�NmNmAcTTEN��'� DETAIL F _ Ums » a _ T-0 nm Tt0 ,m0 um Nm a m,a W THROUGH THE WAD-fEE;sT=EIDIDiTS TO THE DETAIL "I° TRANSFER of LOADS FROM THEIR PANT w ORIGIN ,aIQiO-a �• aY a ♦1« 1>m Dm uan s= zu Na COUPLER NUT FOUNDATION.OL&M S AND STRUCTURES rA+mw aawr - u>0ua oma a PSON DEENID TO COY LY W PRESCRIBED BY UREAENFS CODE OF AIM a "ai * Osr/1■1 o TAKE-UP WASHER THIS g�� AA11■p 7a Mm m aTlaa (N• 4 4 ,■ R301.1.1 ALTERNATE PROPYWONS Tau m 4■ "■ as AS AN AL1flNATT1IE TO THE REQUIREMENTS N SECTION R301.1 THE FOLLOY G STANDARDS ARE MUTTED SUMM To THE LAGTATONS OF THE THI�� WHERS NTS16 1TFSi6 SP4 ENGINEERED RED CODE�IS USEDD CONONS MCR0N w1TH ozF THESE STANDARDS.THE DOOM SHALL COMPLY T F a■a ® HDE'A oa■1■rrr SP4 NTH THE EIWU MG CODE OF NEW Yaal STATE 11411110 ■N iar " :,�;, LSTA21 SD7PSlDJ II I'ANCHOR BOLTS 1)A`ID WOW FRAMED CONSTRUCRON MANUAL Simsa • �wA■el LSTA21 Strong-Tie II 2)AM STANDARD FOR can-FORMED SUM ■D HUS210-2 FRAMING-pq ►E1HOD FOR ONE- AND TWO FAMILY DWELLINGS(AM-S230) MCC STANDARDS pl THE DESIGN AND a • CONSTRUCTION OF LOG STRUCTURES QOC4a1) q • REV. wAm m w :,�, ■Nv�lYr�aID DETAIL "A" p M � DETAIL "D" DETAIL "G" DETAIL T. CIAMPA p Simpson Strong-Tie DETAIL "L" RESIDENCE Bp ROD SYSTEM tFrA Ridge Stropping LSTA30 PP g �VENTS ARE TO BE LOCATED AT THE RM Cf THE HOUSE DRAWAGEg N0�AND ' NORTH ROAD(CR 48) ALL VENT PIPES ARE To HAVE LEAD COMER COPPER SIFEVE".I/COVERS RUN OFF FACTORS A t,1 .T�1.0,ROOF�1.0 GREENPORT,NY 11944 1'-0'DEEP POOL z 4'a4—120e mft par Li "ed R 1'-0-0'�DEEP POOL a e'dA =mfL pa•eittwl a SCTMfx 100040-03 04 1' DEEP POOL ,LY DAL 4225 mfL W v«Ucal R LTP4 V-W DEEP POOL x 107 Du 66.4 mfL Per vorUem R DRAWING TnLF_- ROOF ARFA-RA m/ft SIMPSON WINDLOAD LTP4 R z c NO INCREASE IN ROOF CHARTS&CALCULATIONS LTP4 V=A x • TM"=�•�"�� A=NA x AREA THEREFORE /STRONG-TIE DETAILS/ DETAIL "C" """ R=f RffX1=.17 ft NO DRYWELLS ARE PLUMBING DIAGRAM Simpson Strong-Tie __ _ _ _ O-Cam.=1.0 REQUIRED. AND LED DtTA1L'H• Floor-to-Floor Connections Ridge Strapping V=NA x"I x.166667= NA U. ALL RUN-OFF IS ROOF RUN-OFF CALL. stiprm s,rorp ra Detail x a■1m MrmanOr NA/42.25 VFR E FF./FF=NA V. CONTAINED ON SITE ,ARMS ffM mnB OFX0M00X EFXW(F19 Floor-to•Floa•Corrrctlons a....wo" 1■LSSaIL�,E EKBIRt®I�LE�BfB•lE I (4)B VA POOL 3-6•DEEP=NA V. ASIO�TEI6T61ELR01 R=SSML1tHT1rAl OR �OF �E ■I■B50e A•ENEYIEV4■Ela TBDTE TIE ALL SIMPSON HANGERS FIAVE BEEN CERnF1m BY AN ENGINEER TO HAVE A CAPACRY - .( ASTI6■U■01RTta1Ba90ETOlMmla EQUAL TO OR GREATER THAN THE REWIRED AMOUNT CALCULATED FOR EACH CASE - NA/22Z VFRIM FL/FT-NA VF. �\ aI�IDaAf0661�tMffIfDEEEN•T '0° m a USE (4)6'qA POOL C DEEP-NA VF. �� S. CQ y ■A71BS31 TDiwIR1E NP SUBSTITUTMNS POOLS ID BE All framing hardware shown on these plans, """ PLACID OPPOSE * y �z4 unless otherwise Indicated, Is Simpson Strong-Tle. INUSE A110/011 LEADERS TO BE PEED M 2024 No substitutions are approved or authorized. y ; - Due to the relationships"of framing hardware to x;,OQ;�g�• POOLS A OF THE R0�10 DRAM 10 O .e.o. POD.t(ANTAN W.OF 20 FEET FROM SEPTIC' � Ca-� � / ITaf the other components of the structure, any framing - a SYSDII AND Ill.OF 10 FMT FROM FOIADA1INR -� hardware substitutions will render these plans • . ' `nus 34 7fiOS1iC3f up null and void, and will result in the Installer/contractor assuming responsibility for the design and ALL 0095 TO BE TRAFFC ETJIBNG F LOCATED IN performance of the entire system.. Raa" MEEAE TRAFFIC a ID BE PRE3FNT. 1684 C PLUMBING RISER DIAGRAM NTS FAIAILTFIE POOL SISWISUSIDAR0IRDTIE GZ WZ M EWAL PROPORTI0N5 OF TIE RW 9U11 OFESSIO BE DIUFRIm M EA POOL DOB NUMSM - 3'-11V-1 -- REIII,DESIGN ASSOCIATES,uc rsilCaMlol 6 canm.erclvlEulpn�mmr�p P0.lUM phmx(0116-M • saMdNarfatll911 EMdt�SlMplailar.l - RMIDe laacl lar lLC�lam O�RAaoclmeLLC Unfinished o p pI� fhaodn.we ihem'proD�Y of DAK.ArAIES. 1 1 Sp an •hdudln9 thr TBasement I V No part thereof and be eaplM dladared to other or used h aonneatlon rlth any rrak a profeat other than far Nlldl they havr brel Unfinished Storage pad rMhaat M aona•nt Basement Room 1'-4" WORK NOM Screened N Porch o N Foundation N 0 L •� Unfinished � •- Basement = D utility Room CIAMPA Oil RESIDENCE Unfinished Tank NORTH ROAD(CR48) Basement GREENPORT,NY 11944 SCTM#•1000-40-03-04 EXISTING o FOUNDATION PLAN SET. ISSUED FOR: DATE* I1 OF N 24'-1 '-81s J. C r,:7 �0� Oy wY M=4 MECT . EX. FOUNDATION PLAN "'_zos4 fff? SHEET NUMBER: V ssi P�,`�`' A101 Scale: "tarcr of%a Aad*doer not M%OftlM 1l�lt to hubDOB NUMBER: of 0 5 10 20 30 40 50 wducft `d ' °° '° *do 30'-10� - - - - 3'-11� 2830 20'-W ,_813�s -- 2830 2868 Tem . Glass 2844 REEII.DESIGN ASSOCIATES,uc LeNeKNI 6 camwcNl dabn�caW[LV ------------- 3'-7� eo.e��as pua t�p�•so� W D CI � ,��,� � — � [MJ A[aMaL lLbl DAK LLC cl, [G g Thu.dro.Yg�and�p.dfleaUm.Induding th. Laundryo dealm end�,aneMe rcyraeentW �, o , Bath t wetn.an p wtr D.K. = LL6 No pat thereof hog bo aopled,dleda.ad " Room � �or u tthana.him they haw uwk Bedroom Dean ® 3c DD ® 74.54 SgFt �' �nit written �� 00 2830 Cl '-4W Scrreen Scrreen 2868 266 0 O t 00 � a" " '0 ►: fn Kitchen o _ co 266 coo L � �N N N Screened o N - N CV Porch Cl00 H . III Ian f�emovecf C� 2L_ �s '-5,s s Living Room '-4 jge °°in Dining Room 4040 4040 CIAMPA co Screen Screen " RESIDENCE oO " NORTH ROAD(CR 48) •2 Qo GREENPORT,NY 11944 c0 C) SCTM#1000-40-03-04 C Foyer 3068 T.O. 2844 2844 2044 4244 2044 EXISTING '-3 FIRST FLOOR PLAN cIo SO. ISSUED FOR: UATE: 30 s n' OF NEW 30'-10114 war 28.=4 7172-2024 EX. FIRST FLOOR PLAN r ACHECKM up 084 ��� A102 Scale: ofV=ftkfdam WWft U tO 0 5 10 20 30 40 50 ���°�`� ®���,.d Haft Q�i �d fir.�r gId IC�tia.i��l Y�