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HomeMy WebLinkAbout50954-Z *°f SO Town of Southold * * P.O. Box 1179 woe 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46657 Date: 11/10/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1850 Vanston Rd Cutchoaue, NY 11935 Sec/Block/Lot: 111.-3-10 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/10/2024 Pursuant to which Building Permit No. 50954 and dated: 07/16/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a finished basement to an existing single-family dwelling as applied for. The certificate is issued to: Greg Aloisio , Dawn Aloisio Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50954 5/30/2025 PLUMBERS CERTIFICATION: Aut rize Si ature TOWN OF SOUTHOLD � SUFFetK� BUILDING DEPARTMENT VJ 2 TOWN CLERK'S OFFICE "may • 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#: 50954 Date: 7/16/2024 Permission is hereby granted to: Aloisio, Greg 88 Godfrey Ave Bayville, NY 11709 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1850 Vanston Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-3-10 Pursuant to application dated 5/10/2024 and approved by the Building Inspector. To expire on 111512026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $426.00 CO-ADDITION TO DWELLING $100.00 Total: $526.00 Building Inspector SO(/r�,Ql Town Hall Annex O Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q 00UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Greg Aloisio Address: 1850 Vanston Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 50954 Section: 111 Block: 3 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: East Manor Electric License No: 3691 ME SITE DETAILS Office Use Only Indoor rv— Crawl I✓ Service Solar (— Outdoor 1 st Floor P-1 Pool r Spa (— Renovation r 2nd Floor I— Hot Tub r Generator (- Survey I— Attic r Garage Battery Storage (— INVENTORY Service 1 ph (— Heat Duplec Recpt 11 Ceiling Fixtures Bath Exhaust Fan Service 3 ph (— Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Other Equipment: (1)115Arc Fault Breaker, Gas FP Notes: Living Room Addition Back of House Inspector Signature: X C Date: May 30, 2025 Sean Devlin Electrical Inspector sean.devlinla-town.southold.ny.us 1850Va nsto n RdAd d itio n / �o�aOF SOUIyo� TOWN OF SOUTHOLD. BUILDING DEPT. Couffm ' 631-765-1802 INSPECTION [ v 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: DATE INSPECTOR �pF So(¢yO 5095 N � TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INS-PECTIO-N [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-&.CHIMNEY [ ] FIRE,SAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: b ou,le �2re�o� �� . •� rin .s . DATE INSPECTOR ho�aOP SO!/lyO6 # # TOWN OF .SOUTHOLD BUILDING DEPT. 'rou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ].. F DATION 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:. 1 f r DATE INSPECTOR Of SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ]" FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION/CAULKING [ FRAMING(STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE .SAFETY INSPECTION [ ] F RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL , REMARKS. V*nt Lo� � ✓ l 9114 _ DATE INSPECTOR ho�aOF SOOIyo{o 5C- L✓ - # # TOWN OF SOU HOLD 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: VO�VV DATE -- 5 INSPECTOR SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. courmN�`,o 631-765-1802 000000eo I NSPECTION [. ] 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 REMAR S: Co4!'A' _c Pik Mk DATE I INSPECTOR OF SOUIyO� # # TOWN OF SOUTHOLD .BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [XROU, PLBG. FOUNDATION 2ND [ TION/CAULKING FRAMING /STRAPPING [ [. ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL ✓I L �i I&&A ` REMARKS: 1 � U ogn J� DATE. INSPECTOR pF 50UryOlo S I�� � -• ^ - - --- OUTHOLD BUILDING DEPT. l T�WOF utm,N 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) MrELECTRICAL (FINAL) [ ] CODE VIOLATION irl PRE C/O [ ] RENTAL REMARKS. � � e _ LAD kwa a v A thAee!:� t�4&-Zk—tr DATE e INSPECTO 50UTyOlo - # TOWN OF SOUTHOLD BUILDING DEPT. 'ouffm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XFINAL LATION/CAULKING FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL . I REMARK : 1 Q LN makL &WA corc4c�-- -le" -V�s �vl DATE 10 "* INSPECTO Town of Southold t� C Aj r Building Department 54375 Main Road P.O. Box 1179 Southold, NY 11971 Permit# 50954 Location: 1850 Vanston Road, Cutchogue, NY December 2, 2024 Dear Inspector Nancy Meyer and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File the following (1) document from the Design Professional to address remarks made during the 11/15/2024 and 11/20/2024 Inspections. Please see the enclosed (1) Engineer's certification letter. Thank You for reviewing and for Your time and work on this request. Sincerely, Daniel Zic JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info@hallockbuilders.com 1 Tiderunner Engineering & Design, P.C. 7 Ridgewood St Bay Shore,NY 11706 (631)-839-482 �N6v6mber 22, 2024 Building Inspector c Town of Southold 15 `.53095 Main Road Southold,NY 11751 ;`` •, "°�� Re: Structural Inspection 1850 Vanston Road, Cutchogue,NY To Whom It May Concern: I visited the home at the subject address on Thursday,November 21,2024 to inspect the foundation and footing installation. I inspected the installation and the construction documents and find that the concrete footing, concrete foundation wall and steel reinforcing bar were installed in accordance with the approved plans and the requirements of the 2020 NYS Residential Building Code. If you have any questions please feel free to contact me. oF NEw y Sincere h'to�S SCHW4�0.p,F L-/4F Louis Schwartz,P.E. 77oos p'��FESSIONP� Town of Southold Building Department 54375 Main Road P.O. Box 1179 Southold, NY- 11971 Permit# 50954 Location: 1850 Vanston Road, Cutchogue, NY January 15, 2025 Dear Inspector John Jarski and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File of the attached (13) color photographs documenting from the Jobsite the Strapping/Tie-down installations,to address the Strapping-related remarks requiring us to provide photographs of the floor framing, wall, ridge and ceiling joists Strapping made during the 1/13/2025 Inspection. Thank You for reviewing and for Your time and work on this request. Sincerely, Daniel Zic JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info@hallockbuilders.com J AN 1 5 2025 X C i M ;i. I i I Y Am lowft "{ },of •t {' < put y r � h R a i tidy � Y •R.� L�9 fir t I •��. �y � 1 i �'' o �, �'7 s I r r } f g ,f •'i y";4t -�T y r f. � T h r l r'r ,. � • ice:` i ` a s • ,.w ge _ 1 d Y' ti ` S ,e V � 77 �- � it I - #• �� - --- - - - "Build \ — - -- i q, y�tjt-f• r i or""13*. �'�`e-.lf�.,�'�`":y�° z���-�'� '�'i•��J, ,C,1R•,� f�•7 ~• Y ...gh.�~' K. �'' �t�• Lr'� .�r/f�}�. ��:�. �� 's��y1.1x �h 7's - �" - +��{ __.- - ` ,Jr P`srllr � r •`��� .. r � s _ 1. f: + µ Es Ilv t � + .,.,5,'• gyp„ �c Y --• - .: , art� a.l, # � !� r'� �� �5 f`s ::...,5�,,,��. i MEMO- IN lot tj ��". •✓ �.,. fit._ -. ,y �r`•q�,,r s .S ,. „�t f Alf I 'OV►R say y :t�4•��,�eYE �� � ��,.����;1'!�'� ,�r' ��� YR OR. OQ r�l r ► a _.:e b l' 4�i. 'r e' •� yi �s �J�'d y <,:�l .•�.T f SCE- 1"� Irk'. a ------------ -70 � �' ♦ ..a _ » sy Lam_ �,`r r.�.d � , ,it • a I J,J.1 . p t • 1 • 40 - - I ..,ki' ♦ �� �'� 'i11 t • � 'fit` . . r • _ 1 _ f 1IA -i, f 4, 1 f z r>;7- fir Yi --eg P d r ' i ^i M . �N. { k ' 41 v F r r l Y .. ' r, r { �� ' .,� - s. � s: ♦( �, � P`. +I ^ `�€r / � `b:fi. t !L '.4 ! �'� rt M }' � . ' � � � .� __ ,_ .. � , , d �, _. r_ i `_ _ �,- �'<� J �;� *4 . ���, i � f � � '� � .s---- �i�l�" t� � r�r � ; _... ...• :. ..�.._. f _ — .. !.. }} } IISn ( �`�`� t. ., r �. JAN 3 1 Town of Southold 2025 Building Department 54375 Main Road P.O. Box 1179 Southold, NY 11971 Perrnit# 50954 Location: 1850 Vanston Road, Cutchogue, NY January 31, 2025 Dear Inspector John Jarski and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File of the attached (8) color photographs documenting from the Jobsite the new addition Floor Insulation installation and to address the Floor Insulation-related remarks from the 1/27/2025 Inspection. Additionally, (1) 2-page Insurance Certificate is attached as required. Thank You for reviewing and for Your time and work on this request. Sincerely, Daniel Zi JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info'@hallockbuilders.com s , w� r n xa a � V/V gxl4i) Sp 50151 WILL - E t. f y y w 40 �✓ ;t Al Z tS r !� L �•� ''li r a.• iw .• .x ✓ t s. r� ` 1 t� k� s u -..il .a r AlF . ti r .:, �;:� _., j gs� J,gwsrnv RD = { `j, � �3P�Sa�sy � r r �. y c r o.. s � � ,a ��� s '��i6• r • y f r Vol Ap, �PAso 9 6y R, East End Insulation L.L.C. 1977 Main Road, Laurel NY 11948 CERTIFICATE OF PROJECT INFO: DATE OF INSTALL- 1/22/2025 1850 VANSTON ROAD CUTCHOGUE, NY 11935 ABOVE GRADE 2LB CLOSED 3 NOMINAL R-21 EXTERIOR WALLS CELL SPRAY FOAM FRAMED FLOOR ROCKWOOL 5.5 R-23 COMFORTBATT GARAGE N/A EXTERIOR WALLS BASEMENT N/A FOUNDATION WALLS GARAGE N/A EXTERIOR WALLS RIM JOISTS 2LB CLOSED 3 NOMINAL R-21 CELL SPRAY FOAM WINDOW AND CAN FOAM LOW PERIMETER ALL DOOR FOAM EXPANSION WINDOWS AND SEALANT DOORS ROOF .5LB OPEN CELL 10 NOMINAL R-38 SPRAY FOAM JA.N-3-T �t5—f DATE OF FIRE-STOP: 1/22/2025 • 'r Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by DATE OF FIRE-STOP: 1/22/2025 Town of Southold Building Department 54375 Main Road P.O. Box 1179 Southold, NY 11971 Permit# 50954 Location: 1850 Vanston Road, Cutchogue, NY January 31, 2025 Dear Inspector Sean Devlin and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File the attached (1) color photograph from the Jobsite to address installing protective nail plates as seen in the attached file and requested during the 1/23/2025 Electrical-related roughing Inspection. Thank You for reviewing and for Your time and work on this request. Sincerely, Daniel Zic JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info@hallockbuilders.com JA N 3 1 2025 ilk tl 11 IN,YtltlrrlrlYtl wllb �M�1111Y�1,�,iiiW�1 i IIYPI,V hin liw Ir/Y1I1tlnl N•Ifi do,wNtln,w tlNlnl v 2�, _AIN IMI��YMtl,TYM,11 NIn11Ytl1tl�N arNy�ll�t�,t1��I1 y,N ` Z 1�11g1111 j(1�r��1,its V4 y/ltt kIY�IN I�YYIYN yy4 0 Akk AMr`1��k1 rllyYl AN N kAtl '1� ��� vtlN,..rill rMTI� tl Y 1{,1'r I `LI nip TlU h M/ 1tl�,U A YnINNIY,tlY INtlITIV,/11IV rN1Yltl HtlY Itl 111tlY tl u11Ntl,wrfrrn,N ItlllYlntl�tl/tl _/�yrtIN1�1NM Nlfl 1r1Y1,4 .0111 �' .. . 1, 1,Av11n f+I�IIIi In In tlTrl'1rMtlY tlrrMlYl IU/, _� - NINwtl11 YI,NWf wl�w,�rr �MIq,W;hN IWI w,N I N T1T�11r11i rr�,1TIM,1YI1,1111NW"r111itlYN114Y,T,ll�nr/r' w .w � W Town of Southold OCT - 9 2025 Building Department Bu1ldin 54375 Main Road TaW�'1��S Pa ho d t P.O. Box 1179 Southold, NY 11971 Permit# 50954 Location: 1850 Vanston Road, Cutchogue, NY October 5, 2025 Dear Inspector John Jarski and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File of the attached (3) color photographs documenting from the Jobsite the new Basement egress window well with its recently-added, new stone material at the egress window well's base, making the elevation from the egress window well's base to its' top less than 44" and about 42 %" —43" in elevation. Thank You for reviewing and for Your time and work on this request. Sincerely, Daniel Zic JNH Builders, I . dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 email address: info@hallockbuilders.com 71 �.�. :�';Ill#-y�bM1��• �#~•t .��j� • � 7`� ` ,•p ��k ri�c��y jf�+C ii�•.�c 1 t''�^ ti,•,41.� (�Mrs a�•1E.'* ,� ` "5 e av 1 't, Cu r 5. 4 • 0 # .Q � T •mI n�� ` #'. 4b.. a_t 9' 4 - Nt N ^ 10, gm- � tL a- � ti l Y m N Iry ♦: w r "`�i '��.�� r r-i�;r .1(,t'.� �y"t'� .I� .` '.<.',�s • °C• `` r t � e t' I .✓!i-�"�-L r. + •,' �L.�P�.��f.f*' a r`--„ad��.".\ +!-� J - V-., l - �.'..�.� 'i �'��� 7�� ♦ ��? �1 y. t.,f-�.Y♦-W,1 1 a•�y��y . r �{� ♦' �n ♦ r� n'�1,�-� � `, ' �/ =�`C /.<�ti1 i. _� '�.i.♦' a ; ,,. +. Z ",r�Y�'1 `� ['r�'y(h. 77 Yj�J-. J �� �� r { � rt,f t.,✓. "� �'•+r +^i� •.(,��..� `Ki�' �`�.R\=L"�..1 k.. • '� Y:r � \ - ♦, Ivor _ !� , ►Y *- .� +�tt^ r { IL .4f `" - x `,, r�+��'z a • ram' �! f 1 T xroo1 rr r y. Y yt. .`s '�' ��'�� t� �-�•��'" z g�a � +i' ^b, d u'�*H. � �� ,�, �.hry 4 .ri � �w�� -.ri. ,�,,�. y r, raa;� T �• f r -,��rpgrmll • I aue i ��-5 i FIELD INSPECTION REPOR=TDATL� COMMENTS oe cr FOUNDATION (IST)----------------------------------------llri�9_14y jAw-p --ok- FOUNDATION (2ND) A r v4-- 00-1 t ROUGH FRAMING & PLUMBING ego ------- Ce INSULATION PER N. Y. -i STATE ENERGY CODE FINAL ADDITIONAL COMMENTS v t kmm f yt A UK 16 -&Vv% --tea _q p -- ------ 64Vt __l J gverr - ------ - C) ----------- ---------- o�suFFoi,r�oo TOWN OF SOUTHOLD-BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ,oy�o• �oo��� Telephone(631) 765-1802 Fax(631) 765-9502 hLtps://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT 4 For Office Use Only ¢ Y '� p t, r PERMIT NO. Building Inspector: D) Applications and forms must be filled out in their entirety. Incomplete ' `" MAY 1 0 2024 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. y v�y�a7� GJ .e r4`'.7i�'03 Date:May 1, 2024 T�'YV17, OWNER(S)OF PROPERTY: Name: Greg & Dawn Aloisio 7TSCTM#1000-111-3-10 Project Address:1850 Vanston Rd. Cutchogue Phone#:516=732-4373 Email: re aloe @ O ,t ._ _. - ._ _ _ . . - _ 9..._9._ � _p online.net FE Mailing Address: - ._. _. D,� r2 IfNu L _ CONTACT PERSON: Name:Joan Chambers Mailing Address:PO BOX 49 Southold NY 11971 Phone#:631.-294-4241 Emaillpan chambersl,0@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:LOu .Schwartz Mailing Address: 7 Ridgewood St, Bay Shore, NY 11706 Phone#:(631-) 410-6838 Email:joanchambersl0@gmail.com CONTRACTOR INFORMATION: Name:Hallock Builders Mailing Address:126 Point St, South Jamesport, NY 11970 Phone#:(631) 722-3261 Trn�il:Info@hallockbuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project- [--]Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:residential ... - Intended use of property:residential - - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. B 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):Joan Chambers I7Authorized Agent ❑Owner Signature of Applicant::. Date: STATE OF NEW YORK) SS: COUNTY OF ) Joan Chambers being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 day of ,20 Notary Public -PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Crn a,�'I DaWAI residing at ./8S'O V eni,5'7011-3 / dqw *J,Q1Le AV, do hereby authorize Joan Chambers to apply On my behalf to the Town of Southold Building Department for approval as described herein. y Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD cm Town Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 y�,O� 9ap�ti Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov -- seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: R T". Electrician's Name: Jle,,;^ 17e- )2-,,,,, 1 License No.: 3_ 9 IL Elec. email: easy�w� r e�tyfr,� �-loo _ r Elec. Phone No: 6 3 _ 7 - 633 ❑I request an email copy of Certificate of Compliance Elec. Address.: P-p . /j ox lie- tv 7 19 '"/ JOB SITE INFORMATION (All Information Required) Name: ✓'e llofdo Address: I gX ' c ,. >'� �� I`/�ssaw t LtJa Cross Street: if 2c �. Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: l II Block: Lot: 0 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I ao 0 6Q•,,•f, Square Footage: I o a Circle All That Apply: Is job ready for inspection?. YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES© NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground`❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION � � �y z5 Qat dl Od°% �p� Soggy SUffOL BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 CA Southold, New York 11971-0959 �y • pl ; Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh @southoldtownny gov seand(@southoldtownnv.9ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 0 C-s h w-W �� �« Tr�• Electrician's Name: 14-e ^ I-i 1L License No.: 9 _4 Elec. email: e�s�ri.hr r e Jtyfr,e- 24 _ r^ Elec. Phone No: 63 _ 7 - G33 ❑1 request an email copy of Ce i icate of Compliance Elec. Address.: p. 13 c?x )- l,- tv-1 OLT JOB SITE INFORMATION (All Information Required) Name: l, arl Address: IZm, Cross Street: Phone No.: Bldg.Permit #: �07 email: Tax Map District: 1000 Section: 1 II Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I r2v o ,,` U�.f( ` V Square Footage: I Circle All That Apply: Is job ready for inspection?: � YES❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[-]Underground verhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y nN Additional Information: PAYMENT DUE WITH APPLICATION 25 PC" dl ) W= r t.c-dt I Oq )4 to $per �og � PERMIT# Address: Switches Outlets GFI's Surfac p Sconces G� H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comme nts Lfr AREA was so.py. ,n-e< Lowmcw-i OF f +OnlNCa5 V40u-5 4 M-w2oots 00-...577 aMOL5 FVAD PoZe ntar'• GVF RM T>W _ ----- OT dp 11 • � W. r, Jw 1k � � 4 FA Our S. O � PO NOW" ;z � o y r TLSt- HOLE 5Y FrT3014fiL.a GCogc.Jcrscc &Z-" a 1�,0► 0 Brow►-,+ Lr�,r►f Sri �pD• r 3, �r1..�r) _ PALE 990AA4 I-sty, fr. dwell FiNe -rO CoriRSF- 5%'j - � w�► � �" � ro" aria.,►-� - ..1 - 20. 20.0. � 0' �! PAL 2&4, E f 2[Xa�l � -I9,6'v FINS �D SP TA 0 N a l odc 1 cesspool, Septic tank and water ' 17L20' , i apholf service locations are by others. �- drfvemy 1040-2000 LOCATED FOUNDATION C#O �- 54-t000 REVm - - S, 37 '.+tAMrARY syra aI *M.L 3-13-2000 REVIt3FD SAWMY SYSTEM MINI! MMTER SurA E 7jr I -19-9h PROP "u c WATIEP,OLIO Co VE /- AD-91 RCV 15 M LP,-PM ort Of (Y A r� ST ROAD ' .111W 1! �4L . 4 :H►+mwi •�� FINAL SURVEY :;�2-15-2000. • CA 1TED Wrkg%w H UCT HEREON FROM T U RIJN JOB NO. WI?* FILE NO_ .•. •ALO�/4Jp d1�EY i'UCTURfS 70 THE PROPERTY FOR WHOM THE SLIMY 15 pRE• P:�S AR: FOR A SPECIFIC PUR- PARED, AND ON HIS BEHALF TO ' ;•_: APd7 USE AND THEREFORE THE TITLE" COMPANY, GOVERN114EN 4J0T ICiT!J:DAD TO GUIC'• THE TAL ACEi�CY f'.�1D tLMD}NG INSTI• SURVEYED FOR .'C:T10:"! GF �c}�lCES, ;�Th.INING TIITION 1.IiTEs7 HEREON, A�JD TO LOT R �' i?TING THE AWG'NaS O THE LENDING INSTITUTION. GUARANTEES SCR: E.RD11ioN, TO i',IIILDINGs MAP OF WVM �FOOPEWY OF ALWO�Y f;.i.•�;;: CC;'S'i.!!�II^.PJ. NOT T?'Ail*F' A3Lr TO i1G-1T!0m:t:L INSTITWIONS OR SUOSL•OU }l'! P.LTE.?ATION OR O`t/NETS. .;ITION TU TH;S 2URVEY !S A SITUATED AT IECONIC ;)LATION OF SECTION 7209 OF CO?}ES LF Tics SURVEY Ab;? P' NEW ''CI0 fTATE GGUCATION BEARING THE LAND SURVEY0;; INKED SEAL oR MDOSSED S' Il1�1 rr.L TOWN OF SO ". SWFOLK COI1N�'r.NEW Von( C.' :..D... ; TO 6� ' SCALE I" 40' DATE- 5 - 7 -19" 8 U A•R A N T-E E D ONLY TO FILED MAP NO. 743 DATE 4 - III -060 TAX MAP NO. ON-III- 3 - 10 (REF. ONLY) DISK 00 HAROLD F. TRANCNON JR. P.C. LAND SURVEYOR SUCCESSOR TO WILLIAM G. MEIER 1866 WADING RIVER-MANOR RD. WADING RIVER , 1 NEW YORK, 11792 .Y. LIC. NO. 048992 E. TiwNC�iON .1R. stic•u.R I U- &10% ^4460 w. 516-929-4695 J. I A4 m 16b' 4 -------------- I'I W-0' a I•I l p• } • I 1741• •IT (.IGY'LX 1 I MMK%%'M N MM 1 1 I I l l 1 - 1 I Ifi2rb llhlgl l•1 .. 1' --------- --------- --------------------------- --- 1 • e•I'� y�y; j O 6R d A-A ..ii1ll. I } aLLM } I j • _ . be 1f1!J:;W Nie M�1'P•1 �� �,yy y4444y � i.' Z I l y L- .I 64 b• ii pi. O4. b. I Ij7 r rue AT alravxyy����p��r+� g I s wxa.a"d�ir'm�ac.rao�J i•+ R ae'tree •rrm S I I. p I 9• a s Aw I ... I � � rf P4 a/e � x • - 11 1 j 1I MPG rveo�mlat•'m•xC>� j I r.IrmmoG�G�caa�e W.M rxr 1:1 I I 1 i 1 • -- --"�------ - - l L dl •11FVt _ ____GIFYP xFVJ'NGIPUVIj i 6'4' 6'4S' 64• 147 I'• oxot •oloaw ,rq�� ---__—�-_-----yam--__-D�---__-_ wPen '�aC YJ4• A4 ���HED A y, Erk. NIG051a FOUNDATION PLAN �c�`y�vP•c WCO— F\ REGISTMW ARGHITFLT 414 Mein Street.Port Jeff eon,KY.11T" 6AWKE AREA.463 5Ci.FT. •I Tel:(516)426-4456 Fax:(516)4264e '\ ((I # 4r � t� RES'� PATNO IDENCE c2} `:. FOUNOATIOM PLAN 1VLi7 J � eral..Ve'�I'4 nro..9j.e.wrap , y 2 l -- Generated by REScheck-Web Software C�(JCompliance Certificate Project Alioso Residenc Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1850 Vanston Rd Cutchogue, NY 11935 WIR11,10 4�yR•»i 1:)p'h ticR-i.' yl�. .'` J': _i 1. i .� C �':. 1:. Compliance: 0.0%Better Than Code v Maximum UA: 59 Your UA: 59 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Assembly or Cavity Cont. Prop. Ceiling: Flat Ceiling or Scissor Truss 192 30.0 1.5 0,033 0.026 6 5 Wall: Wood Frame, 16" D.C. 320 15.0 1.5 0.068 0.060 14 13 Door: Glass Door(over 50%glazing) 53 0.330 0.320 18 17 SHGC: 0.25 Window 1:Vinyl Frame 11 0.310 0.320 3 3 SHGC: 0.31 Window 2:Vinyl Frame 11 0.310 0.320 3 3 SHGC: 0.31 Window 3:Vinyl Frame 11 0.310 0.320 3 3 SHGC: 0.31 Window 4:Vinyl Frame 11 0.310 0.320 3 3 SHGC: 0.31 Window 5:Vinyl Frame it 0.310 0.320 3 3 SHGC: 0.31 Floor: All-Wood joist/Truss 192 30.0 1.5 0.031 0.047 6 9 Project Title: Alioso Residenc Report date: OW09/24 Data filename: Pagel of 2 f • 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 req ' ments listed in the REScheck Inspection Checklist. Louis Schwartz PNE 7/9/24 Name-Title ig at O,p Date r 77006 '�ROFESSIO��� Project Title: Alioso Residenc Report date: 07/09/24 Data filename: Page 2 of 2 ......... ......... .......... ........ ........ E ID NDI I - MT EXISTING CRAWLSPACE ALOISIO RESIDENCE 1850 VANSTON RD . CUTCHOGUE NY 1000-111 -3-10 8.22.25 1 /4" = l'-O" REV. 9.25.25 EXISTING CRAWLSPACE 2817 CONCRETE lij n SL AB B < 13'-0 3., �L_5 1,14— : LU CW14 EGRESS 4 2 2'-4-7/8"x4'-0-/2" W/ WINDOW WELL 00 TO CODE -1 00 -1p OIL TANK J- RECREATION SPACE STORAGE m COMPOSITE FLOORING ON SLAB COMPOSITE FLOORING ON SLAB ACOUSTIC TILE CEILING 0 PAINTED GYP. BID. CEILING CEILING HEIGHT 92" - NO HEAL NO HEAT 2X4 @ 16' OC W/ 112" GYP. BID UTILITIES > TYP PARTITION (4)l'-0"x6'-8" BIFOLD 0 0 LL CONCRETE z 7r 0 PLINTH < [-: < LL U) cr: CLOSET m Z UTILITIES CONCRETE C E 0 PLINTH LAUNDRY x AS PER ARCHITECTS PLANS DATED 7.13.00 co:x HVAC 5/8" TYPE X GYP BD.— BUILT-IN DISPLAY CABINET PAINTED CONCRETE --C3 00 .1 00 aN, Fire separation required as per 3 of NEW 101, —12'-44,, NYS Code Sc/y ELEC. GARAGE PANEL w F L Z PARTIALLY FINISHED BASEMENT �OIQOPEW FLOOR PLAN rl Lr) c\j 8'-O"x7'-0" (OH DOOR 8'-0"x7'-0" OH DOOR N U, CC) C=) "A L=�F 6 X Q) k --5'-10" -4" -10' -10" -4" -10' _ - EXIST. 3052 i WO�D EXIST. 3052 WOOD RELOCATED :. BUR ING RELOC TIED ........ ..... BURNING N T. . ......... . FP � HEARTH I { -. •. � p N'p i •I o Q zxs @ ts" oc AFTERS _ o Q al NEW CRAWLSPACE F (2) 2X8 RAFTER TIES @ 48" OC H iU I 4" POUR. CONC. SLAB O U).O xw I x;w w w _. ..._ w!( �r , 2X4 @ 16" OC JRAMED WALL 9-1/2" TJ 230 @ 16" OC FLOOR JOISTS 1/2" PLYWD. SHEfATHING & I �Z SIDING TO MATCIi @ EXTERIOR ! I - PAINTED 1/2" GIP. BD. @ INTERIOR. 0 ---- J i T o 16"x8" GALVANIZED VENT TYP. " J rp a ( I o w 8"x48" CMU WALL FILLED W/ CONCRETE OI I ON 16"x8" POUR. CONC. FTGS. @ 36" MIN. 5 o',Q a =- ; - „-- -.. ! BELOW FINISHED GRADE. ; U = x W wI � � I J 00 Z (`� LLu �' 1 16'-0" W � x I 0; p O N DI � I p v I v y I a I LLI PIN NEW FOUNDATION WALL TO EXISTING ( O M v O; 2 OC 4 EMBEDMENT MIN a EXTERIOR WALL rEI IOVED W/ #4 REBAR @� 1 - 3052 TYP. a a I T i EXISTING(4) 3052 NITS TO BE RE-USED ar of z I w EXISTING ROOF RIFTERS TO REMAIN x PROVIDE ACCESS HATCH = } W W U REMOVE EXISTINJ CEILING JOISTS �; z I 0 F ADD (2) 2X8 RAFTER TIES @ 48" OC m ! z o � I w X W I DEN W EXIST. CRAWLSPACE W 0 Ww EXIST. o I `� o o o (D zI � OIL ...................... X ... L. __.............. w;x TO BE X6 STRUCTURAL POST FROM ABOVE w -------- - -------- - - _- -------- w w 0 AR COMPLETELY ON EXISTING FOUNDATION WIDEN OPENING KITCHEN WALL VERIFY INTEGRITY OF FOUNDATION WALL ON SITE ADD NEW (2) 1t3/4"x11-7/8" LVL ! I W/ 3/8" ST. FL. PL. PROVIDE SOLID BLOCKING o o- FROM TOP OF NEW BEAM TO SUPPORT RIDGE .... ........ EXIS SI C S & COUNJTERTOP BATH #2 BATH #2 Uj r , EXIST. REMOVE WALL CABINET EXIST. `•/ PROPOSED � 0 o O OSED FOUNDATION PLAN po EO DINING RM. KITCHEN BEDROOM # 1 DINING RM. KITCHEN BEDROOM # 1 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. CLOSET CLOSET EXIST. EXIST. APP OVEOAS NOTED z DATE: � .P.# � 0 O FEES BY: 0 CLOSET CLOSET NOTIFY BUILDING DEPART ELECTRICAL =M 631-765-1802 8AM TO 4PM FOR THE INSPAECTION REQUIRED U) Q FOLLOWING INSPECTIONS: TH # 1 1. FOUNDATION-TWO REQUIRED 1 TXI # 1 FOR POUPE`D CONCRETE XIST. XIST. 2. ROUGI'�f-FRAMING&PLUMBING 1 - 3. INSULATfON � 4. FINAL-CONSTRUCTION MUST $lows door > �— CLOSET .! CLOSET O L_j BE COMPLETE FOR C.O. 0 ALL CONSTRUCTION SHALL MEET THE and duCtworic O r LIVING ROOM 1 LIVING ROOM REQUIREMENTS OF THE CODES OF NEW testingrequired. EXIST. EXIST. YORK STATE. NOT RESPONSIBLE FOR O DESIGN OR CONSTRUCTON ERRORSw==j LO M'"St provide Manuals C0 � D,J and S a s Per BEDROOM #2 BEDROOM #3 BEDROOM #2 BEDROOM #3 COMPLY WITH ALL CO#dEW YORK STATE &TOWN CODES ES OF NYS Energy Code EXIST. EXIST. EXIST. EXIST. AS REQUIRED AND CONDITIONS OF '� SOUTHOtD TO dN ZBA SOUTHOLDT AWN PIANN!NG BOARD SOUTHO I OWN TRUSTEES A� l COVERED PORCH COVERED PORCH SOUTH,E�, installed replaced exterior liblttil, FLOOR EXIST. EXIST. SCHD or repaired shall conform PLANS- to Chapter + II 172 of a Town t Code 10. 8 . 2 3 h! OCCUPANCY OR REV. 2 . 2 6 . 2 4 USE IS UNLAWFUL - WITHOUT CERTIFICATE NE EXISTING FLOOR PLAN PROPOSED FLOOR PLAN OF OCCUPANCY W y 77006 SSIO��� STORM VIATER RUNOFF rURSUAtjT TO CHAPTER 236 OF THE TOWN CODE. JOAN CHAMBERS (631 )294-4214 _ I a. g..�. % EXISTING - NO CHANGES PROPOSED N. 7-7 ----NEW FLUE FROM GAS FIREPLACE AS PER ... MANUFACTURER'S INSTRUCTIONS .......... --- - - ASPHALT/FIBERGLASS SHINGLES TO MATCH EX,STING -- -- ook ................................ NEW WOOD SIDING ON WOOD FRAMED ------- ---- - CHIMNEY CHASE. a' -- -- - -- -- ---- -- - 77 -... - ROOF TO ALIGN WITH ---- -- - - - ------------ -... ._._.._._......._. �__._................ ___.. & MATCH EXISTING. �_.. :'--- ................... ------ ---- - .... _ — —_ ................. ......._.........................................._---..._.......... ....._...... ............ ..----................ _........_... ..................__._.__,..........._........... _ - ............................ ............................................................................... ................................................................................................................................... ..._..._............................I....................... ...__.-....__................................_................_......_......................_...... EXTEND GUTTERS FROM EXISTING ROOF ................................................... ......................................_..............._......._.._........._....._._....................... ..... .......................................................................................................................... ....... ................................................._.................................... EXISTING HOUSE BEYOND ......................_....._.........._ EXISTING . ...... __. ..................... XI I _.. EXISTING _. ----- REMOVE ---_ ----- WINDOW ---- -------- -..,.- WINDOW - _ _ ... -- - _ _ - _ -- WINDOW _ EXISTING HOUSE - NO CHANGES EXISTING WINDOW 8'-0"x6'-101' D. GLASS DOOR - RELOCATED ---- --- - RELOCATED RELOCATED .......................................................... ........................................._....................... _.............. _....._.._.._ EXISTING WINDOWS RELOCATED INTO ADDIITO 1 ................................................................. ..............................................................._....................................................... ........................................... ............................................................_.._......................_.. ... ..._.._................_..... __._..................._.....................__._....._..._........................................... WOOD STOOP - AS NEEDED z NORTH ELEVATION WEST ELEVATION W Ad Iv- D C� O U ry z PROPOSED EXISTING - NO CHANGES _ 0 O ------------ (2) 1-3/4"01-7/8" LVL RIDGE ROOF SLOPE ON NEW ADDITION TO ALIGN W/ EXISTING - -- z ASPHALT/FIBERGLASS SHINGLES TO MATCH EXISTING ROOFING FELT { 2. -- - ------ _ - - -- - 1/2' CDX PLYWD SHEATHING «:;{.. ------ 2X8 @ 16" OC ROOF RAFTERS ....... NEW ROOF TO ALIGN WITH EXISTING :;� s ;:.. _.__..._.. - ............ _ - (2) 2X8 RATER TIES @ 48" OC t• R-3 0 INSULATION _..._.............. __....... ........................................ ..................... ROOF TRIM AND SOFFIT TO WATCH EXISTING - f'' --------- — -- O �.. .............. ........................................_....._...._........................................._..................._....._......................_..... .......................... NEW (2) 2X8 HEADER OVER RELOCATED WINDOWS - RELOCATED WINDOW PLACED MIN. OF 18" ABOVE FIIJ. FLOOR rld m� - -- --- -- - EXISTING EXISTING 1 EXISTING EXISTING _1 ........................._...................._............... WINDOW I......... .._. ......... WINDOW ............................. [WINDOW [WINDOW ---- --- r RELOCATED - RELOCATED ----- EXISTING HOUSE - NO CHANGES 0 .................... ..................... - - .................. GREY HORIZONTAL VINYL SIDING TO MATCH EXIST. TYVEK OR EQUAL HOUSE WRAP 1/2" CSX PLYWD SHEATHING —� 2X4@ 16 OC STUD WALL ,. cfl z _....... ........._............................................_....._..................._......... _.........................................._..............._.....................I A�2 R-1 5 INSUL -- 1/2 PAINTED GYP. BD. l��TERIOR .............. ... ELE ATION FINISHED FLOOR TO ALIGN VN/ EXISTING Y ` \/ 5/8' SUBFLOOR TJI 230 9-1/2" JOISTS @ 116" OC k. R-33 INSULATION. SECTION 2X6 ACQ SILL ANCHORED TO Kx48" CMU WALL (FILLED VN/ CONCRETE) ON 16"x8" POURED CONC. FTG.4" SLAB @ CRAWLSPACE SOUTH ELEVATION 1 O. Q V 2 3 FTG. TO REST ON UNDISTURBED SOIL MIN. 36" BELOW REV. 2 . 2 6 . 2 4 FINI SHED GRADE. PIN NEW FOUNDATION WALL TO EXISTING W/ #4 REBAR NE @ 12" OC WITH MIN. 4" EMEBEDMENT. * �I� SECTION # 1 W y r, oo ESS4 JOAN CHAMBER (631 )294-4214 I _ I GENERAL NOTES TABLE R602.3(1) INSTALL CROSS BRIDGING @ 8'O.C.MIN. 1. All work shall conform to the requirements of the 2020 Building Code of N.Y. FASTENER SCHEDULE FOR STRUCTURAL MEMBERS )Rtl�'r6J' ` SICA ` SIMPSON STRONG TIE CS STRAP State, County and Town Departmlent Regulations, Utility Company requirements and LOAF AT EACH STUD AND RIM JOIST best trade practises. C.royli'ONr I T HUR.F SANE ANCHORS MANUFACTURE 5Y 2. Before commencing work they Contractor shall file all documents required by the NUMBER AND (PSN w SIMPSON5TRONIS-Te C,t 14#W-TORS Building Department, pay all fees required by local agencies and obtain all required DESCRIPTION OF BUILDING ELEMENTS TYPE OF FASTENERS SPACING OF FASTENERS MODF1.No.LSSL1 tbJ--SSu2IO OR API permits. Or I r� J EaAVALENT AT EVERY RAFTER TO RIDGE 3. The Contractor shall visit then site and verify all dimensions and the existing GOht)EGTION"404 RAFTERS DO NOT ALf6N s 1 lr.+` .�1J i30AR r f.- 1 eJ (J✓� USE 5/8"BEARING PLATES AT conditions affecting the work priory to construction. Any discrepancies which would JOISTS TO SILL OR GRIDER,TOE NAIL 3-8d EACH 5/8"DIA.x 12"ANCHOR BOLT interfere with the satisfactoryIetefion of the work described herein shall be BOLT SPACED 6'-0"O.C. HJMCANE ANCHORS MAN'JFAGTURED 5Y come P GONNTiGTCRS reported to the architect or property owner. Do not start work until such conditions 12"FROM EACH END 54MP5ON STRONB••TIE --•�---- --------•• ---• - � "�uuxrw•cuaa .{ pp 1C� 1"x 6"SUBFLOOR OR LESS TO EACH 2-Sd ' MODEL No.L�TA24 OR APP'RJVE have been examined no a course of action mutually agreed upon. Failure to notify SUSpENr�,r�} rO-•CEO CH,c',rujNQ S'v'1o' r_" 20 EQUIVALENT AT EVERY RAFTT:'R TO R105E the owner or architect of unsatisfactory conditions will be construed as an acceptance JOIST,FACE NAIL 2 STAPLES,1 3/4" GOfEdEG7tONtt^ N RAraTERS ALte°FN of the conditions to ro erl 4. All work is to conformyto therdra✓vngsganddspecfications of the architect and I R L WALL STRAPPING & SILL PLATE ANCHORS FLOOR JOIST BRIDGING R� -.. engineer consultants. 2"SUBFLOOR TO JOIST OR GRIDER,BLIND AND FACE NAIL 2-16d ASPHALT �JHNCLES � _ 5. The Contractor is to maintain a complete and up to date set of plans on the job site at all times SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d 16"O.C. SHEATH'N , 6. The drawings are not to be scaled under any circumstances. 'LYIN (per 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures TOP OR SOLE PLATE TO STUD,FACE NAIL 2-16d r including storage and toilet faciliti(es,protection of existing work to remain,access to I "y' I'r;5LPLATION, IJ").t.+ ` work area, hours of permitted wo)rk,availability of water and electric power and all ,3-8d 2-16d STUD TO SOLE PLATE,TOE NAIL q other conditions and restrictions f(or this particular location in order to execute the 51N�. -�'LY 5+° T A"TERt�Rrh^1'IN t�E'�E3RA' E C3.? work in a careful and orderly manner with the least possible disturbance to the public. TOP PLATE C DOUBLE STUDS,FACE NAIL 10d 24"O C. 8. The ,ontractor shall make the neccesary arrangements to utilities and services BITUS',NOUS, 5""`O a H SURT-ACv TYPICAL LCCC5 CONNECTOR temILIporarily disconnected while pelrforming the work as required. i^IA ER4vr "11iG hS* =2ANr' CONNECTING A 3PLY LVL AND A 3-1/2" 9. The Contractor shall provide all dimensions and cut-outs for other trades. SOLE PLATE TO JOISTS OR BLOCKING 3-16d , DIAMETER STEEL COLUMN }; 16"O.C. HEADER 10. The Contractor shall provide proper shoring and bracing for all remaining structure AT BRACED WALL PANELS I- L O O R S A N ra T"' L O O R r- 1 N I 5, HE tO SIMPSON STROING TIE HR8 }�"�,/"� }}����/"� }}'�*�j x ( prior to removal of existing structure. OR SIMILAR TYR. e ' rl}✓'t:� �.,,y''I l�'P11� 7�.r 1 llL. 11. Plumbing, electrical, for end similar work shall ns performed by licensed CERA'-`fG l^�FZ CJARRY TILE SIMPSON STONIG TIE A23 OR e persons who shall arrange for arnd obtain al required inspections.The General DOUBLE TOP PLATES MINIMUM 48"OFFSET OF T r Contractor shall be responsible for scheduling all other inspections as required. 8-16d �'N I "�r' `�� �� SIMILAR @ CORNERS TYP. P 9 P q END JOISTS FACE NAIL IN LAPPED AREA CL 12. The Contractor is solely responsible for construction safety and shall hold the H , :;� -LyIN Ems_ owner and architect harmless frorm litigation arising out of the Contractor's failure to ••• ^- - - - �• - � -- provide construction safety means and methods. LINOLEUI CPR BLOCKING BETWEEN JOISTS OR RAFTERS TO A5 IALT /`E° (/ -rn I°� 3-8d TOP PLATE,TOE NAIL _ CONSTRUCTION NOTES SIMPSON STONIG TIE A230R SIMILAR @ CORNERS TYP. RIM JOIST TO TOP PLATE,TOE NAIL 8d 8"O.C. FI-O�5, SOD JOIST (no plos:cri 12-B1i. IE-Ir; 1. All footings shall rest on undisturt:O soil at a minimum of 36" below fin. grade. .JCr`I'r.,3"T 51ZE5 6,1) 0�111 C1i41 NAILING/FASTENER SCHEDULE 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS, 2-10d 2 ' 6 15 copper termite shelld. FACE NAIL T RIC ,E -gA,aoir" 4. Shingle siding shall conform to A;ITM D 3679 and be installed in accordance :2X5 6 6 with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16d 16"O.0 ALONG EACH SIDE .4 XI Sri` t � 1 �� upon by an engineer and certificates shall be issued stating same. STRAPPING - WINDOW AND DOOR FIRAMES GIRDER CONNECTION TO PIPE COLUMN Sl; 6. Unless otherwise noted all framing and structural wood components shall be CONTINUEDHEADER,TWOPIECES 16d 16"O.C.ALONGEACHSIDE 2x12 15 11 #2 or better Douglas Fir. 7. All framing techniques and miethods shall be as prescriptive design based on ° I PARTITIONS o1.lnnw oC r Par.E:. FIELD CEILING JOISTS TO PLATE,TOE NAIL 3-8d �+,� p G:•,;;i.- I^ir.,twAl_t ::;k;: AF&P Wood Frame Construction Ilvlanual for One and two Family Dwellings (WFCM) I^1v�:� OR 5T�L 5 !-ra, Ill"Ir1. �T`I'�. BOTH SI✓;;S C '�0 or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy CEILING JOISTS,LAP OVER PARTITIONS,FACE NAIL 4-8d {' ' ,d" H! iR tSy L L Conservation Code of the State of Pew York. \' q 9. Fireblocking shall be provided it c;i .mood framed construction in accordance CEILING JOISTS TO PARRALLEL RAFTERS,FACE NAIL 3-10d EX E ER,OP. 57U✓ i`iA ,: - with NYS Code R 602.8 to form an effective fire barrier between stories and o P:0•v IF (�;, 3/v.. THRU Dr'I TS - 2X4 a '�7-r+'. 5/:8-�i 61t"PSU'�' ACF! El T- of cot.tAR Tifa TrP. between the top story and roof space. RAFTER TO PLATE,TOE NAIL 2-16d . r 11 0 �E ' :" <-'r%" r'I','e^r!; `•',I._-arr::rlf; 10. Protective panels shall be provided for glazed openings in accordance with INSULATED, 5/5-(n• S!::XN y SIN41",C'I I 7£ l Rom: I- T S �' 1 i' 3 1 101: „o,•I.; p, ,.1: a NYS code R301.2.1.2 if they aire required. ..._....._..- 2-8d _ PLATES `o PAC.a RAcTER 11. All portions of the new structure, are designed to comply with local geographic 1"BRACE TO EACH STUD AND PLATE,FACE NAIL 2 STAPLES 1 3!4" t, and climatic criteria as stated in the following table. 1" `'PUT ATE . ✓fps_,, rJ1�°Nf I2.0 l r.l-.rj�,giF S:r,lf S*'; LP'd Of'i F,:UIV IEr.r ro TIE R'M Eo•^.RD GEOGRAPHIC & CLIMATE DESIGN CRITERIA 2-sd 1 fZCR: 51 .0 KAL' Ili, DR!C< VLN I .^ DOILIB t t LA r r;-. 1"x 6"SHEATHING TO EACH BEARING,FACE NAIL 3 STAPLES 1 3A" GROUND SNOW LOAD 45 psl • WE'It':f-`T5 Ct t✓A NRY TNC,�mod: R�'GRTAR� EUT NOT �";.Ar5°TM R`C3R \ SILL SEALER,TERMITE SHIELD :, T 1/2"#4 HORIZONTAL REBAR AS NEEDED WIND SPEED 130 MPH CyMa I»R, A'`s c� j�jffr f'Ct EAw h1 R'ACiE OL f�c� s: + �C� ,» 5/8" ANCHOR BOLTS @ 6'O.C.TYP. SEISMIC DESIGN CATATGORY B�- WEATHERING SEVERE 2-8d t'aI S "I "- �-NIT + E 15 '' ` THERE 15 la! PR,0V H 1lF,'l.;,rd H6 ')R WIDER THAN I"x 6"SHEATHING TO EACH 4 STAPLES 1 3/4" G0N5=RAE3�:` Rp."01: {.err' P':'OHT r'OR 74-11: 5A C.r' N5T�c'",Jr T1,ON, L:r It •'r 10 II VvArl_ ';ruts FROST LINE DEPTH 36" BEARING,FACE NAIL ;�I D_'TH FLG_I:S � AiC a TERMITE THREAT MODERATE TO HEAVY ,,r� ,ems.��±• �yt!!+•��� �,r �+y.�r t:A",'tl !GIST lr= 1•�.. ,,,.. TYP :e?V`€ ECir C%I 1\L..YY 7R^4 STATE'1 2"XPS RIGID PANEL INSULATION R-13 1/2'CDX PLYWOOD DECAY SLIGHT TO MODERATE FASTENED BY PW V4;F SiVi" ?G HG ')I, WINTER DESIGN TEMPERATURE 11 BUILT-UP CORNER STUDS 10D 24"O.C. U!$CRE�VVALI `e 3/8"x 3"SCREWS WITH FO,_ :'r.! .- ru I v"""II SUDS ­8"PADRE PES"'iN'A1�ddENT "iEF Tis Gr�TE - SHALL +/,r'M L T I� T{-+ �+ i._ ! F> :,t A 1 F g, E,4,r, '1l•I ce 1 E" FLOOD HAZARD AS NOTED WASHER @ 16"O.C. 1' . NAIL EACH LAYER AS FOLLOWS: B%;;L.DER OR REC715TERED VC-15 ONPROF E55IONAL AND P057W IN A t�\ BUILT-UP GIRDERS AND BEAMS, 32"O C.AT TOP AND BOTTOM AND THE: UT1 L;T1" 0�,E OR 0�ER A0PROVED LOCATION ON IN51 DE THE l`f 2 INCH LUMBER LAYERS AND STAGGERD EACH SPLICES AT ENDS oy`I PJJ<LD IN . �\ r!lEt•n- ELECTRIC SYMBOLS SYMBOLS ^" n CCr > c F Clp AT EACH BEARING KEYWAY TYP. ..........................--- I 2"PLANKS 2-16d R 402.2.4; ATTIC' C� CRANL SPACE ACCESS - SHALL Br 1 1 ,.1P!-�,r S?R�•G R RECESSED CEIL �Ix.. EXIST. WALL ROOF RAFTER TO RIDGE,VALLEY OR HIP Y' C ,€r '*' F S 4'POUREDC014CRETESLAB ;,,;I,: ,.Pr-r?G€r;'„A!I. .TinL o'n FU,, n: w<•.lt 1n r) I., :I. ----' ATT"'!:R-STRIP' ED AND I�`SVLAT TO A LC VI E.OirJIVALENT TO 8d �� ! c -I. IN A N H RR N N R� -Ar I- 1 al F, NU s 'a;or; ,;- r^„ ,��, H : Dk TOE NAIL 4-16d ., �` J Y DOOR OPER. SWITCH DEMO. WALL THE: g O 0 � �y ,y yr�� L I r1 f SILL h Lt ....- ""l 3-16d 1 i-'L L. TI£./'N .� J, tw/V L/= L.T . "��i✓LS. - 16"x 8"POURED CONCRETE FTG Ur•,k .! t I- ( FACE NAIL rO0- W/1l2"#4 HORIZONTAL REBAR e x F.;I. 1 Stor<v. -r; F,X, F REC. FAN & LIGHT NEW WALL <;Icn11's. ,r rl:>,;i c;t.•1Lrr -- R402.4: AR LEAKAC7E - 5L)ILO'NO THERMAL ENVELOPE SHALL DF7 -1'-4"-� oF•t:rn i:s� �;,,h eol_t� ro I;. !,.a;r.. STORM PANEL TYPICAL 7 SWITCH ADD INSUL. @ WALL RAFTERS TIES TO RAFTERS,FACE NAIL 3-8d r- I' FOUNDATION DETAIL � GC?NSTR:,ISTED 1`O LIMaT AIR LEAIGA,,�E TO < ,� AIR CHANG�S PER _ WALL SCONCE I I `✓ WINDOW TYPE HOJR, -------.._.._......._......-----.._......_._...._........__...------...___._.._..__...___._._..._......................---------._._.........................._................__............_._._...__................_.....-..._..................................... v -_ \✓ ALL SHEATHING TO FRAMING,1 WOOD STRUCTURAL PANELS,SUBFLOOR ROOF AND W ,G GROUND FAULT OUJTLG DOOR NUMBER AND PARTICLEBOARD WALL SHEATHING TO FRAMING R.402.4.I.I: INSTALLATION - THE GOh!PJNENTS+ CORM T-RE 6JILL7=NG SWITCH OPER. DUl1PLFX I �- SECTION MARK 6d COMMON NAIL THERMAL ENti/ELC7 E SHALL ALL BE INSTALLED IN AGGORDAN E 6tiITH 5/16"-1/2" (SUBFLOOR,WALL) 8 12 THE CR '17 R, A L'STED IN TABLE '�02AJ.1, kNHERE RE-OL !RED BY -- UNDER CAB. FIXTUNR= ELEVATION MARK 8D COMMON NAIL(ROOF) R501 2.2. TE TI©N tom- OPENIN55. EXTE#�Olt BLAZING IN BUiLC IINISS !-06ATED IN v -i fiO[:)E OFFICIAL, AN A. PR•,OiVEC:: THIRD Prw RT*'I' SHALL INSPECT ALL / NlN',. e1O`RNE DFI=.RIS RE07"ON15 5541AU SE Ili OTECTEP MOM NINP13OP.NE VEDR15, APPLIANCE OUTLEET MW-01 MILL WORK NUMBER B �, Ot``#Pt�NEN1T5 AND 1,1`1ERsF°I' Cr1.�I�'PL'ANCE. BLAZED OFUNINO FIZOTEGTION FOR K� 05ORNE MDR15 SHALL MEET Tf+E � O 19132"-V Bid COMMON NAIL 12 1 R OUIREMmNTS OF Tf•4E LARD M155ILE TF-5T OF A57M E Irigb Ate A57M F_ I&M A5 � QUAD OUTLET A-01 APPLIANCE NUMBER f III \� movi "im IN ::EG'Tiox 501,2.1-21.&ARAOC- DOOR 6LAZEI7 OPE PROTECTION 4"OR � 10d COMMON NAILS OR R402.�'.I,2; TESTING - OJILDINO OR DNELLINS UNIT SHALL BE H7Z HURRICANE TIE-DOWN S SMOKE DETECTORi P 1 PLUMBING FIXTURE 1 1/8"-1 1/4" 8 12 r' _ 4 lh#IN DEBRIS SMALL MEET T't~'E C�GdJIRNTS OF AN 1MI'AGT�E515T1t3�a Sd DEFORMED NAIL TE5T1rt7 AND \ICRIT`I1�'+ A5 R-4AVII�I,..� '� � A�H50 IN �.+� +�, 5, AbA, STANDARD OR AN91fDA5MA 115. (SEE TABLE EEL01^) C CO2 DETECTOR 4 INTERIOR ELEVATION TESTING SHALL BE GONDLC TCD BY AN APPROVED THIRD PARTY. EXG 'TtOf` SPACING OF FASTENERS Q Y300DT�UGrrAL I'A.NELS wiTf I ,� T�+Ir'.tCNE55 OF NcT L THAN 3t It; ,f 1 ,aNO GEIL• FIX. DESCRIPTION OF DESCRIPTION OF e�- ' S1d7,4N Or NOT MOi'� T+�AK 8 1"E�T 5HALt_ BE I�RMIT'I'}!D I-OR Of''rN1I� I'RL»EOTI©P1. R.�C77.4.4: GOI✓B,.�a'"`ION GLOSlrTS - �'�"� �'JNTAIN:fi�r..a BUILDING MATERIALS FASTENER EDGES INTERMEDIATE SUPPORTS .- r , LPT4 PANELS SMALL BEf'REGIIf AND A77AGHEC7 TO THE R"RAM11W-5 SURAZOVIVINO THc FtL- 3JRN N APPLIAN,.EI REOJ.RE SPIGIAL GARC. ORENING GONTA1N1N0 THE I='RODUGT Yllrff THE 6LAZEC7 O"EIVING. PANELS SHALL 6E ABBREVIATIONS EXCEPTION: DIRECT VENT APPLIAN:E5 b^IITH 15OTH IN AKE AN FREORILLE:� AS,KZOUI�REV FOR THE AW-rHORACE MET00D AND 'SMALL 13C 51_6URF-C7 ,/2"REGULAR CEFFULOSIC 1-1/2"GALVANIZED ROOFING NAIL Bd p S s t DE MIN. MINIMUM EXHAJST PIPES IIISTAr LED GC?fiTrR*f. 7U5 TO THv OUTSI KTH T'Mr� ATrfiC.Hh•'!Eh1T 4•+A,RCIHARE PF'.L7'Ili:ED ATTACHMENTS SHALL BE C?(=515NEC> TO ADJ ADJACENT MR MOISTURE RESISTANT FIREBOARD SHEATHING COMMON NAIL STAPLE 16ga 3 6 (7)10d x 1 1/2"NAILS TO PLATE Ill THE GOMPONET ANP GLAPPINO LOAC*DB'1'EFZMIVB0 IN AGG PANGE HIT14 ALUM. ALUMINIUM MW MILLWORK 1-1/2"LONG (7)10d x 1 1/2"NAILS TO STUDS L`THCR TABLE RE'[71.Etr2a OR ASr-1=I, KTH TIME PMM.ill C.ORRO5IO,.q-BLS+! T,ANT APED. APPROVED NIC NOT IN CONTRACT P+4 .5.r24'• DIJ,'T SEAL N5 - D TIS, A!R HANDLERS, AN:� F ILTER BIRD. BOARD AT TACT f viLNT Iit�RY�WAI2E PROVIDED ANC' ANGHt?F t'Et2M 4NEhiTLY Ihf5TA1 LECa Chi THE OC ON CENTER 1-1/2"GALVANIZED ROOFING NAIL 8d a BRK. BRICK OS OUT SWIfJG 1/2"STRUCTURAL CEFFULOSICBOXES SHALL BE SEA..,ED. RAFTER TO PLATE & WALL FRAMING FLOOR TO FLOOR CONNECTIONS J�JILDINO. ATTACHMENT IN ACCORDANCE WITH TABLE R201.2.12 15 I'll TED FOR COMMON NAIL STAPLE 16 a 3 6 B.JILDIN05 NITH A MEAN Ill HEIOr+i or -45 F=-T OR LEA f^l tli THI=ULTIMATE BOT. BOTTOM OPG. OPENING FIREBOARD SHEATHING g 1-1/2"LONG - I 0 L7E51GN WrNS7 SPL`EG", 15 18�0 OR LESS CLG CEILING CL CENTER LINE PL. PLATE R �.J,Jr DUCT TE5 Fr IN.7 - DJGTS SHALL SE 1PRE5.,,r'',rRE TESTED TO PLUMB. PLUMBING 1-1/2"GALVANIZED ROOFING NAIL 8d VETERR-`!!{NE AIR LrrAKA E, t- c T^1,1 s,� COL. COLUMN PLYWD. PLYWOOD 25/32"STRUCTURAL CEFULOSIC TAI1L �.,.JV��.2.1.2: i�tINDIaORI ®EE3R15 I'I T�GTIG7T+ FA:�TL=i1>41�A CONIC. CONCRETE COMMON NAIL STAPLE 16ga 3 6 EXGCPTION ::)XT L CAlli, TEST 15 NOT REt' j1 R;;-D Ir' HERE 56HEOULE FOR �07� STRUCTURAL PANELS CONT CONTINUOUS PT. PRESSURE TREATED ° FIREBOARD SHEATHING CT. CERAMIC TILE PNT. PAINTED 1-3/4"LONG TH;" DXTS AND AIR HANDLERS ARE LOCATED CNTIRCLY K_IH`N O r-_A57ENER 5-ACINC7 DEMO. DEMOLISH PVC POLY VINYL CHLORIDE THE E VILDiNr- THERI-i"AL ENVELOPE:. RCP REFLECTED CEIL. PLAN 1-1/2"GALVANIZED ROOFING NAIL 8d FAr�� � TYPE 4 FOOT � FOOT DIA. DIAMETER 4 REQ. REQUIRED 1l2"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga 8 SIMPSON GAL.ROOF STRAP PANEL SPAN < PANE'L SPAN < III SPAN DR. DOOR R403.3-5t 5 JILDIN5 C,AV TIE5 - r.J"HALL. NOT 5E V5ED A5 DUCT5 OR V Z @ RAFTER TO RIDGE DWG. DRAWING RM. ROOM TYPE W OR S <4 FOOT < b FOOT < & FOOT EA. EACH R.O. ROUGH OPENING PLEN:.JM5 N0. 8 !�'JOD SGR )^1 ELEC. ELECTRICAL SIM. SIMILAR 1-1/2"GALVANIZED ROOFING NAIL 8d SPEC. SPECIFIED 5/8"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga 4 8 ,. .o r r- ICE SHIELD UNDERLAYMENT BASED ANCHOR. HITH 2 16 IC) 5 ELEV. ELEVATION STL STEEL R"'�05.4` MEGHAN!CA,- 5 z STEM P1PIN IN5ULATiON - CARRY Nta '00matilb, > INCHET ET?IrE t'r LF7't(j'T}{ EQ. EQUAL T & G TONGUE AND GROOVE PEWORS FLUIDS >105OF OR SIT, IN5VLATE TO R-3 IN. EXIST. EXISTING TEL. TELEPHONE O NO, IC W4C,2L'� SG.REY`I EXT. EXTERIOR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 5A517D ANC}-OR HITH 2 15 12 wT F.P. FIREPLACE TBD TO BE DESIGNED R�O��: 1".ECHAN'CAv VENT:LATION - THE Eli)ILDrINC7 SHALL EE ' INCH E 1✓B f MENT LL1 TH FR. FRENCH TYOP. TYPICAL PROVIDED KTH VENTILATION THAT 11�°EEET5 T--'E REOJ IMENTS OF ' ^ 6d DEFORMED NAIL OR V , 0 SIMPSON H2 A HURRICANE TIE TYP GALV. GALVANIZED 3/4"AND LESS 6 12 AT EACH RAFTER-TO-PLATE CONNECTION UNO UNLESS NOTED OTHERWISE 8d COMMON NAIL fR.r�l II°'v ,Y.q. II_I-+ LAO SGRCK GWB GYPSUM WALL BOARD VIE VERIFY IN FIELD *,�° USE 5-8D NAILS AT RAFTER HVAC HEATING. VENTING & THE t"t-CHANIC.AL VENTILATION RATE SHALL BE NO (SREATER 100 Q AND 5-8D NAILS AT TOP PLATE BASED ANr_HOR V`tl TH 2 1,62 16 16 AIR CONDITIONIIJ(G WD. WOOD THAN INCH EM=DIXENT LENGTH INSUL. INSULATION 7/8"- 1^ 8d COMMON NAIL WP WATER PROOF 8d DEFORMED NAIL 6 12S! INT. INTERIOR O.C7s X GFA t + + EDRC7'J'MS Q. TH!S TABLE 15 SASED �✓N 18C7 MPH ULTIMATE IS IN SWING XPS EXTRUDED POLYSTYRENE w r _ LBS POUNDS �FA ` CONDITIONED FLOORAREA PROVIDE 8d COMMON NAILS DE51ON HIND 5FILED AND A 35 I-OO 8 MEAN ROOt-- MAX. MAXIMUM 10d COMMON NAIL r*, r 11/8"- 1114" s 12 l=405. r, EOcJ,PME:N t SIZIN5 - PER A;.,C:A P!AN,JEL 5, BASED ON @ 4"O.C.AT EXTERIOR EDGE OF ALL +�REIGNT. MO. MASONRY OPENI�\lG Sd DEFORMED NAIL SHEATHING b. t-A5TENCR5 SMALL 5L IN5TALL--D AT OF'POBING LOADS GALCULA"ED PER A;C.AA MANXL J. t✓N✓5 Or- THE YqDOb STRLI,r.TVRA,L PANEL. TABLE R301.5 MINIMUM UNIFORMLY'D15TNTfiUTFD LIVE LOADS(in pounds per square foot) rA5TLHlZR5 SHALL Bt LOGATL"D NOT LE55 THAN LIVE R404.I: Lf0 4T1NO - A '`'=N;MiJI~! OIL "75% OF PCRMANCN k LY INCH FROM THE` E0612 dF THt: f ANtL. USE Lill TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE INSTALLE`.D FJXT`cJ S HAVI--- H€0H-ET_F4,ANS'l' LA-'PS. � G. ANCHOR5 SHALL R'J=NETRATE THR CUGH THEAttic,;with lln-I storageg,h 21 EXTERIOR ILL COVERING KTH AN EMBEDMENT ttics without store eb '-1, L©!�- fC7LTA :�:� ?IOHTIN EXR✓N�'T WA LENGTH OF NOT LESS THAN 2 INCHES, INTO THE Deckse 40 STHD METAL STRAP TYP. BUILDING FRA"E. FASTENERS SHALL BE LOCATED Exterior balconies 60 MINIMUM SPECIFIED COMPRESSIVE STRENGTH , @ EACH JACK POST WITH NOTES 5-Sd NAILS AT EACH END LENGTH JOIST NOT LE55 THAN 2 Ya IhIGHIwS MOM THE WOr-- Ofi= THE Elre escape5 40 TABLE R3U1.7 ALLOWABLE DEFLECTION OF STRUCTURAL 1'+'E#�P-IBU S" CONCRETE BLOCK OR, CONCRETE, Guicrdrl and h�ndrailsd 20t1' TYPE OR LOCATION OF CONCRETE CONSTRUCTIONWeathering Potential b HEADER d. PAN5L.5 ATTA.CHFD TO MA50NRY OR u>ardraps In-flli c.omVnnantsr tin'_ MA5O1qRY/57ZC0 SHALL 5E ATTACH= U51xC5, 504 Negligible Moderate Severe ALLOWABLE VIBRArIOX-•RE-SISrANr ANCHORS HA\/IN0 AN Kt9r m5 othet"than 5foeDing do BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE �•+ /� ULTIMATE WITHDrRA 4AL CAPACITY t7 NOT LESS rh"Jn1 2,500 2,500 2,500b STRUCTURAL 7�"ttUCy�URAL MEMBER DEFLECTION 7 . 8 . 2 4 THAN 1,500 F'OUNC�S. 15100flilmy rhnm its NOT EXPOSED TO THE WEATHER Ctxt)r� 4nr Rafters having slopes greater than BASEMENT SLABS AND INTERIOR SLABS ON GRADE, 3/ 1,2 with no finished ceiling U1(fit,•! EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500` eattacil to rafters SIMPSON 1-1/4"WIDE20GA. BASEMENT WALLS,FOUNDATION WALLS AND OTHER VERTICALI1trlCJr WrIl anl patltlons Tlf i 80 METAL STRAP SAT EACH STUD 2,500 2,500° 2,500d Floors and plasttered ceilings 1360 W/5-8d NAILS AT EACH END CONCRETE WORK EXPOSED TO THE WEATHER NAIL SHEATHING TO SILL PLATE All otlier ,5tructl l rner hers l 240 Will 8d NAILS T 4"O.C. 2x6SILLPLA FLOOR JOIST PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHE d r dof �7 PLATE 2,500 2,500 .e, 2,500 " Exterior walls with pit15tPr car H/36D AND GARAGE FLOOR SLABS '' W/FENDER WASHER LTS @6-0"O.C. stucco finish NE FOR SIIPOUND PER SQUARE INCH�6585 kPa Exterior walls-wind loads"' with L�240 a Strength at 28 days par brittle-py finishes b See Table R3012(1)for weathering potential 'r r c Concrete,n these locations that,s sublet[to freezing and thawing during construction shall be air-entrained concrete In accordance with Footnote d o f d Concrete shall b air-entrained e Total air content(percent by Volumere of concrete)shall be not less than 5 percent or mom than 7 percent V 1 * e See Sectiogarage R rabythasteemumcemenish reduaterials ction t Exterior ��alis-wind loadsti with U a For garage floor slwth asteel-toweled finish,retluctwn or the total au content(percent by volume of concrete)to not less than 3 percent,s permitted If the specified strength of the concrete,s increased to not less tY.an 4000 psi r 1 2,l TYPICAL SHEAR CONNECTION CRITICAL PATH flexible flnishe5 VIA �o 7 s �oo � SSION�� JOAN CHAMBERS /GSA \nnA An AA