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HomeMy WebLinkAbout49583-Z �o�OS�FFu� oG. Town of Southold 9/24/2024 a P.O.Box 1179 0 �. 53095 Main Rd �'y?j�! �a �> Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45576 Date: 9/24/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2305 Park Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-3-21 Subdivision: Filed Map No. Lot No. , conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2023 pursuant to which Building Permit No. 49583 dated 8/15/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single-family dwelling as applied for. The certificate is issued to Cantone Grace R Trust&Santigate,Maria Ele of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49583 8/19/2024 PLUMBERS CERTIFICATION DATED 6/5/2024 BeujZno Mayen t on d ignature o�gQFFD��� TOWN OF SOUTHOLD BUILDING DEPARTMENT H a 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#: 49583 Date: 8/15/2023 Permission is hereby granted to: Cantone Grace R Trust 2306 Park Ave Mattituck, NY 11952 i To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2306 Park Ave, Mattituck SCTM #473889 Sec/Block/Lot# 121-3-21 Pursuant to application dated 6/28/2023 and approved by the Building Inspector. To expire on 2113/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $348.80 CO-ADDITION TO DWELLING $50.00 Total: $398.80 Building nspector pF SOUr�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 :rlhio sean.devlina-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Cantone Grace R Trust Address: 2305 Park-Ave city:Mattituck st: NY zip: 11952 Building Permit#: 49583 Section: 123 Block: 3 Lot: 21. WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Hubbard Electric LLC License No: 4709ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 12 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 80A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights 6'[ Dryer Recpt G8S Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Sump Pump Other Equipment: Hood, Oven, Fridge, DW, 80 A Sub Panel'20 Circuit/ 12 Used (9)120ComboBreaker: Notes: Kitchen Renovation, Porch Wiring & Sub Panel Inspector Signature: - c Date: August 19, 2024 S.Devlin-Cert Electrical Compliance Form Copy 'Y � r Eg 'Ce Town Nall Annex d Telephone(631)765-1802 _ 54375 Main,Road R O.Box 1179 5 /7 Southold,NY 11971-0959 AUG 2 0 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD BU MING AFPT. TOWN 01F SOUT$OI?? CERTIFICATION .mate:_ Building Permit No: Ovvner: LAv, 'e (Please print) ; Plumber: MC010AA (Please print) I certify that the solder used in the-water supply system contains.less than 2/10 of 1% lead, a(61 (Plumbers Signature) Sworn to before me this day of 0�3H . ERIKA J MEa�+ Notary Ps Iic.•State o4 New'iarx taC3.G�,1M�6367601 JuaVier" ir: u4'o4k Ccur.ty tty Cotnr7issian Gx et 19,2Q27 Notary Public, SU 'w'�ounty �. 1 OF SOUjyOlo # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 JfINSPECTION UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _V__v S V loi2ob4,kA [,J- gol� DATE 23 INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. jag-s cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ✓ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: / �i(�-. ���%f A,&; L DATE -23 INSPECTOR OF SO(/l l®� �� �� -� /V4 * # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v- TI ___au,A, o"� J DATE I �°� INSPECTOR SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycouffm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] OUNDATION 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: c DATE INSPECTOR SOpjyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH 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 [ ] L REMARKS: J� 1 bt RENT DATE 416D,1INSPECTOR hod*pF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [XRO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION Cale PRE C/O [ ] RENTAL REMARKS: G k <ot vt�vv wo- F to It � m DATE INSPECTOR /dry Q OE50UTyO� �� �2 0� l �� # # TO N OF SOUTHOLD BUILDING DEPT. coum, 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) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL' REMARKS: ktL 1 !4-) n �V, G!J� �2 DATE INSPECTOR Tiderunner Engineering & Design, P.C. amp d" 7 Ridgewood St Bay Shore, NY 11706 (631 )-839-4824 July 29, 2024 Plans Examiner Town of Southold 53095 Main Road Southold,NY 11751 D Re: Construction Certifiction -' J U L 3 0 2024 Santigate Residence 2305 Park Avenue,Mattituck,New York BUILDING DEPT. BP 449583 TO1WN :)F SOUTH®I.r To Whom It May Concern: During the construction, it was determined that the kitchen would be moved into the addition versus leaving it in the existing house as shown in the approved plan. I have reviewed the construction documents and visited the site and fmd that the rough plumbing for the sink is compliant with the 2020 NYS Residential Building Code If you have questions please feel free to call Sincer,ply, 0f NEWZY �'`o�s SCHWg9�ip� Louis Schwartz,P.E. FaA�Onoo o�P���� ESSI a ' D E V E .E Town of Southold Building Department F E 0 - 6 2024 54375 Main Road P.O. BOX 1179. SuIldinrg Department Southold, NY 11971 Town of Sout6oid Permit# 49583 Location: d 2305 Park Avenue, Mattituck, NY February 6, 2025 Dear Inspector John Jarski and the Town of Southold Building Department, Respectfully, I am requesting review and addition to the Job File the following documents to satisfy remarks made during the 1/31/2024 Inspection. Please see the enclosed (5) color copies of the requested'Strapping and Ties work, now installed and serving the residence's new addition. Thank You for reviewing and for Your time and work on this request. Sin , 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 E �d ��• ��P Ap �-�os , rev c iv ur rv►ft'r T 'riI IL �Tos +,S y `I ins l ►:S's �!-s..i � i�'s:�,ts►� iars r♦t ram. L.�1rs "f/ � i �{ �-�.- !�R/C• V La Y Amu" _.. i a F -SYP 14 PA s jw Ile Aso fha� �tv ►�v►�r-'rrrvz-I�— -ems11 ve � M y e "pier* y� :i ,.._ z� a 'u e Town of Southold Building Department 54375 Main Road P.O. Box 1179 ,Southold, NY 11971 Permit# 49583 Location: 2305 Park Avenue, Mattituck, NY October 31, 2023 Dear Inspector John Jarski and the Town of Southold Building Department, Respectfully, I am requesting review, and the addition of,the enclosed documents on behalf of the property and single family residence to the Job file to satisfy the missed Footing-related Inspection. The enclosed (3) documents are black and white images of the new Footing areas below the outside deck. The Foundation Inspection is scheduled for this Monday, November 6. ' Thank You for reviewing and for Your time and work on this request. Sin Daniel Zic JNH Builders, Inc. (dba Hallock Builders) 126 Point Street P.O. Box 302 South Jamesport, NY 11970 mobile#(917) 334-4111 �n 2 email address: info@hallockbuilders.com C E ® \VJ OCT 3 1 2023 Building Departrent Town of S®jathoid �gim .+a+Nu.wus v.. t 4 Y N 5'a �k 1 a:. G, °4 tlu; F h, , e - y IN w. � r hk t� Ss 71 `i A 0 Id- "� Av i�'va}S"q$Y"+ b'k +fit y t '��t g � 7 ✓ rt a°°HN ;fy *x x a w s F a � j .a � M WW {^ f ew ------------ , b ,.N -.Fr � �� s•, �a ass } r ?IELD INSPECTION REPORT DATE COMMENTS I � (�,� •�/•�• O Jy�aC�lrr�- � o� 2oa Mtn l� ., cor'1�-i'n.�c.. FOUNDATION(1ST) ac � y W� ------------------------------------ C �n FOUNDATION (2ND) �7 z S4f- )' J —. eon -m-,- 1 , o SI L�S a lilt o&4i-n o�. ROUGH FRAMING& � PLUMBING oln rt � ` r � � a r r� Qu INSULATION PER N.Y. STATE ENERGY CODE Zb 2 J S J FINAL ADDITIONAL COMMENTS o524 3 g, g 11• 12e.�.�,i .�.d. s � s � �,r�, o . Z - e e L 70633,5 AYD X z o Rialig-Li S;016,ef OeA . �. w � °z x H x d r� H 3� FQ 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 hltps://www.southoldtgyfmy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only J�3 PERMIT NO. V Building Inspector: JUN 28 2023 Applications and forms must be filled out in their entirety.Incomplete ' , applications will not be accepted. Where the Applicant is not the owner,an _ T_TTT'T)TNr DEPT. Owner's Authorization form(Page 2)shall be completed. g Date:6.13.23 OWNER(S)OF PROPERTY: Name:Maria Santigate SCTM#1000-123-03-21 Project Address:2305 Park Ave. Mattituck Phone#:516-317-5577 Email:omo5714@outlook.com Mailing Address:2305 Park Ave. Mattituck CONTACT PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 Emailloanchambers10@gmail.com DESIGN PROFESSIONAL INFORMATION: Namelou Schwartz Mailing Address:? Ridgewood St, Bay Shore, NY 11706 Phone#:(631) 410-6838 Email:tiderunnereng@gmail.com CONTRACTOR INFORMATION: Name:Jeff Hallock Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED'CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:residential Intended use of property:same 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. APPUCATION 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): D C��8 Em BAuthorized Agent ❑Owner Signature of Applicant: CO1VOD.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6186050 Qualified in Suffolk County SS: Commission Expires April 14,2 0, 4 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 qq � oy day of f%,C 202a_�? �'"�1 &A Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Maria Santigate residing at 2305 Park Ave. Mattituck do hereby authorize Joan Chambers to apply I on my behalf to the Town of Southold Building Department for approval as described herein. W& Owner's Sig ture Date Print Owner's Name 2 B t5ING DEPARTMENT- Electrical Inspector I JAN 3 2024 iN1 TOWN OF SOUTHOLD "C* Town Hall Annex- 54375 Main,Road - PO Box 1179 ZM Southold, New York 11971-0959 U CA7 hope,(631) 765-1802 - FAX (631) 765-9502 S1 iov ro errO-southoldtownny.gov— sea6d &-south ol dtown ny.c APPLICATION FOR ELECTRICAL INSPECTION , -3 0?002 V ELECTRICIAN INFORMATION (All information Required) Date: an Company Name: r6k, Electrician's Name: M,r ke,, 0 ko�,i-A License No.: Mf - cI70q Elec. email: I C 0 C)Pd-F()ri I I rz,( e(e Elec. Phone No: 1S'-Ftr El I request an email copy of Certificate of Compliance Elec. Address.: 17k 1&6Ly4 Ave- A)Y JIL201 JOB SITE INFORMATION (All Information Required) Name: MCL r I C& se,n+a CJe Address: r�.30S- '�,>ark Ale�E\j L,61 Cross Street: rk,�vnl-,o W L4 Phone No.: \Y-I&- \J,?l 7- S-E 7 7- Bldg.Permit#: 9 9S-9 3 email: 0 ftn.�71 V CO 0 U-rl-ooa c 1 Tax Map District: 1 000 . Section: Q3,A Block: ® 3 Lot: a I I BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): re he-t✓ F—Square Footage: 7-377 , Circle All That Apply: Is job ready for inspection*?- ❑ YES NO [R]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO issued On Temp Information: (All information requirbd) Service SizeF11 PhFJ3 Ph Size: 'A # Meters Old Meter# ONew service[—]Fire Reconnect[—]Flood Reconnect Elservice Reconnect Ounderground Eloverhead # Underground Laterals E]1 F-12 D H Frame [—] Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION IA415 U 661LIOING DEPARTMENT- Electrical Inspector J A N 3 9024 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 T61e hope 631 765-1802 - FAX (631) 76,5_9502 , .p ( ) roqerr(cD - ov ov .southoldtownny.q - seand-(@,southoidtownny.q APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: "Ton ?ou Company Name: r_�Cc- rkc- Electrician's Name: LA 0�0�,rA- License No.: pAF 70� Elec. email: Elec. Phone No: WL V 79- 1 SIT 0 1 request an email copy of Certificate of Compliance Elec. Address.: dve 7 I we-rKe-exct A)Y 11901 JOB SITE INFORMATION (All Information Required) Name: Mn r I C,- sin+a cJe Address: 'Fk Cross Street: Phone No.: �31 7- EC-7 7 Bldg.Permit#: 9 3 email: 0 M()_5 7 i �j (!p 0 u Tax Map District: 1000 Section: Block: o3 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: -] Is job ready for inspection?: ❑ YES NO FV Rough In 11 1 ^ 1 11 Final Do you need a Temp Certificate?:, 1:1 YES NO issued On Temp Information: (All information required) Service Size[-11 PhF—]3 Ph Size: A # Meters Old Meter# ❑New ServiceF]Fire Reconnect[:]Flood Reconnect Elservice Reconnect EJU nderg round ElOverhead # Underground Laterals[]1 F12 F-] H Frame F] Pold- Work done on Service? F71Y F1N Additional Information: PAYMENT DUE WITH APPLICATION c PERMIT P Address' Switches Outlets G FI's Surface Sconces H H's 4k" UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini -arbon Micro Generator Transfer -ombo Cooktop aC AH Hood Service Amps Have Usec -pedal: omments �305 Pt�;R K Ave MA l t I �CK SANTA ^ATE 0 L) I,.2TS 10\ CA(31NLT r=i�NTS D 4LjpfSHQ C�A .f Rep l 1 SL,A ell, duTce i 2,�1eIZIDR OLJTLOITS C,A5 sro v e- t Ha®p PfAd .4 James F.King,President 0��0f S�UjyO Town Hall Annex Bob Ghosio,Jr.,Vice-President ti 54375 Main RoadP.O.Box 1179 Dave Bergen 4 Southold,New York 11971-0959 John Bredemeyer G Michael J.Domino � � � Telephone(631)765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0944C Date:December 23, 2013 THIS CERTIFIES that the construction of addition to the existing one-story residence: deck addition with steps;and 8'x8' s-pa on deck At 2305 Park Avenue,Mattituck,New York Suffolk County Tax Map# 123-3-21 Conforms to the application for a Trustees'Permit heretofore filed in this office Dated September 25,2012 pursuant to which Trustees Administrative Permit 07920A Dated October 17.2012.was issued and conforms to all of the requirements and conditions of the ' 4 applicable provisions of law. The project for which this certificate is being issued is -for the construction of addition to the existing one-story residence:deck addition with stems and 8'x8' spa gn deck. The certificate is issued to Maria Santigate owner of the aforesaid property. Authorized Signature Sep 26 12 09:04a Herold Davis , - E: ;86049 p.2 77 IL �►�� � f'�>>e+ � fir,`�, �G�y� aR� R. Hpu� 8 Sol. e fro• Aft �• 59,3'r SEP 26 2012 I am familiar with the STANDARDS FOR APPROVAL TEST HOLE .4t DOHS REF # R10-Ol-0126 AND CONSTRUCT/ON OF SUBSURFACE SEWAGE Dark , brown DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES I sandy loam OL, , and will abide by the condlNons set forth!herein and on fhe permit to construct. R` arorm sodloamy SURVEY OF PROPERTY ._ .._ ... ...... ... .. _. _.� 3.._.. . The locations of wells and cesspools e T A A A TTI 11 C K shown hereon are from field observallons _ r� 11/l/'1 V ldf� brown and or from data obtained from others. &&to Motu" TOWN OF S 0 U•TH 0 L D Ilne sand y DEEP HNC c SU FFOLK��COUNTY o � Pals brown N.Y.- '° y E REEK Ik»sad sp a d walr b paN cr :` � at �d"a Iffs �` F Scale 1" 40' OCt. 22, 1997 SP' Ir ® G�� d N t \:` `. zp r r ,� 6EC.23,19981 prop.addllloef flood'2o18A OR. i 7 �\ ` ,q fti �t� — OCT.22,1999 1 fopo ) •yam A v "CRY M,2001 1 new addlllon) �� ,.+ JU Y�2gW0700NE'Y�ISIOMSI ° X - +_ �!ff HsjJr�roa�Oro�RtEnson/ &RAW °'� tit 1 1 �`\ - ____\���" c •,.!aE n A�araoua Orr.27,got&WAftw sec 'ARRr � • - �_ _'" + ,�� d; •.. _ O so-a yr tt sr X, s' m ~ ao —�u pip", 2 51 AREA-35862 sq. ft. r " F �~ v�NVE to tie 'line P ri ll Cis !/H fi{@4Aa( elµ . �eD L w tarp 11 mS�MF e,Ys i CERTIFIED TO- 'se ,,. /i ^�'a �' `EOF NEfyr %� s• :rr 4P O GRACE R. CANTONE MARIA ELENA SANTIGATE ` GRADING PLAN 1ta ; rC.FLOOD ZONES FROM FIRM (NAVDI g �� " �.+"• '-�`� MAP.NUMBER 36103CO482 H 49618 SEPT. 25,2009 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PECONIC'SURI ORS,P. . OF iC710N 7209 OF THE NEW YORK STATE EDUCATION LAW, 11 785-5020 FAX 1630765-1797 EXCEPT AS PER SECTION T209-SUBDIVISION 2. ALL CERTIFICATIONS p S0.BOX 909 CONTOUR LINES ARE REFERENCED TO N.G.V.D., HEREON ARE VAUD FOR THIS MAP AND ON THEREOF ONLY IF 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SOUTHOLD.-N.Y. 11977 WHOSE SIGNATURE APPEARS HEREON. 97 — 310. Nunemaker, Amanda From: Nunemaker,Amanda Sent: Thursday,August 10, 2023 3:42 PM To: 'Joan Chambers' Subject: 2305 Park Ave Mattituck Hi Joan, I reviewed the plans for this project. I will need energy compliance information---not sure if you will pass a ResCheck, if not, propose prescriptive values and revise plans. Also,the plans indicate the deck boards will be replaced during construction which is okay being that the deck has a CO and C of C from the Trustees, however, if work goes beyond just replacing deck boards, an amendment will need to be submitted for this building permit and you will need a Trustees permit. I will make a note on the plans regarding this. Thank you. .Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 i Concerning: D Santigate Residence ` JUL 3 0 2024 2305 Park Ave. J Mattituck 8UMDING DVPT. BP# 49583 'roWN iFSWMOF30.24 During his inspections of this project John asked for a revised floor plan showing the alteration to the beam between the existing house and the proposed and he also asked for a letter certifying the kitchen sink plumbing. Those items are attached. Thank-you, Joan Chambers EXIST. ROOF & CEIL. E" V -44., g_0 14'-14., 30'-104" y.. - ADDITION taa EXIST. WINDOW X f EXIST. MASONRY PLANTER & WALL — NEW 1 -3/4 x9 - 1 /2 LVL SCREWED TO EXIST. 2X 10 HEADER. NEW ( 3 ) 1 - 3/4"x1 1 - 7/8 '— LVL BEAM. SCREWED , o EXIST. WOOD FRAMED DECK TOGETHER W/ 6 " TIMBERLOK FASTENERS @ 12 " OC. EXIST. HOT TUB DETAIL 1 BEAM 0 112 = 1 '-01, N EXIST. RAILING EXIST. PATIO o EXIST. CELLAR STAIRS ALIGN W/ EXIST. ALL © © (2) 1-3/4"x11-3/4" LVL HEADER TYP. nA I-- - - - - - - - - �- - - - -- - - - - - - - - - - - - - - - - - - -- - --- - - - - -- - - - - - - - - - - - —, D.W. I (4) 2x4 POST I I ( S K I o ( I 2X4 @ 16" OC FRAMED WALL TYP. o ( rt I 0 T ff o - - - - J — -- - — ( U U - - - -- I EXISTING OFFICE STOVE N `° NEW KITCHEN & DINING ROOM ( 9'-0" CEIL. HEIGHT C , V REMOVE EXIST. WINDOW. 0 N I co I EXISTING LAUNDRY RM. I 1-3/4"x9-1/2" LVL ADDED TO EXISTING I I I 2X10 HEADER ABOVE NEW (3) 1-3/4"x11-7/8" BEAM I i I A-2 REMOVE EXIST. WINDOW ( I 3-1/2" STEEL COL. TYP. REF. L OF ARCH TOP WINDOW ABOVE & REPAIR WALL - - - - - - -� TO EXIST. FOUNDATION — — — - -- - -- -- _— T_ - - - - - 0 / U 4X4 POST CATH. CEIL. 4X4 POST / \ \ \ / 1.. 1., 1 / \ I \ \ I L-31"2 8,_7„ 2 8._0.. 2 -62„ / \ EXISTING BATHRM. \\ EXISTING BEDRM. #1 I EXISTING BEDROOM #2DO r% < NE ry < < M cy) 77006 T \}- - - - - - - - -�'/ �oARnFESS10NP�� �— Lo /EXISTING TWO CAR GARAGE// EXISTING GARAGE/STORAGE // EXISTING LIVING ROOM \\ — EXISU-jpNG BEDROOM #3 I ( O / Q / I I O O I I < X // I I WINDOW SCHEDULE E NOTES ANDERSONE SERIES ABPAT 16080 I _ — — — O 15'-10-3/4"x8'-0-1/2" RO WHITE W/ SCREENS _.. -- ---- ---- --- --- -- --- --- ----- ---- --- --- -- � -- i --- --- -- --- -- —- --- --- ---- --- ---- "— AN D E RSON/ 400 SERIES G4 6'-0"x 4'-0" RO f6\ © WHITE W/ SCREENS ANDERSON 400 SERIES G164 WHITE W/ SCREENS 6'-0"x 4'-0" RO A�2 I / \ I O AANDERSOzSEO SERIES ROAFIXED80 -- - - - - - --- — �-- — -- — .. .- - - - - - - - - -- - - - - - - ---- -- -- --- -- 7 v EXISTING FRONT PORCH `\ FIRST FLOOR PLAN I / - - - - - - - - �- 8 NOTE:3'-32" 15-14 CONFIRM MAKE AND MODEL OF ALL WINDOWS & DOORS WITH OWNER PRIOR TO PLACING ORDER. OWNER TO CONFIRM SCREEN CHOICE, HARDWARE CHOICE AND INTERIOR FINISH AND EXTERIOR 8-44 OWNOR. OWNER ER TO APPROVO APPROVE E WINDOW &INGE DOOR PLACEMENT LIST JOAN CHAMBERS PRIOR TO ORDER BEING PLACED (631)294-4214 FLOOR PLAN PROPOSED ADDITION 1 /4 IV = 1 '- 0" 5 . 2 2 . 2 3 REVISED BEAM, HEADER, KITCHEN LAYOUT, OFFICE WINDOW 7. 1 .24 SURVEY OF PROPERTY SIT UA TE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-123-03-21 SCALE 1 "=20' AUGUST 8, 2022 AREA = 35,027 sq. ft. (TO TIE LINE) 0.804 aC. S �O 69.? , 40'�618 E / `jrb S 77'49, / \ 7.5 5"4 Nod � E � f NICH WAS � N% / / of� 0612022 � os 16A,5 / \ Q mJ� VT ov M4SONRy 0 C` RAISED WOOD DECK BLOCK W,� 4 SAT OD D ° n CEP TUB - �vy Liii�'o 4.2' ^!mow W000 PROPgIyE RICK U/R 8.p DECK P no 1 !! TANK ! JO v h W DE - I AoNR> �O 7.0' do STEPS 8 gc BLO"h W ,, w` 6� • .. 30.5' h UNDER DfCK EICE TO flgSgNENT +' ° 3�.3 DEN , • Aca ' / A, OVNp.�a� U . • ` STORY FRA � ME HOU$E ° W u RNDn �f G� v Fla x ° do GARAGE o Nrr (/J/ � AP 4 COND. �{'� 'h B� J m .. .v • CURB APRO0CK° ROOF p pC7RIC v. ' 4 v° OPEN WAD iq 15.1' ELECTRIC "' v + 2O 0 • v d. v' ° ONE W KE PoRCH coo h ME7FR ! i 4, AAA .�'�.' • ALL -��� - STONE GEryy _ j pRQE pUfVD ° d' < e•v Y e¢ /'° Y ° S1EP qNK v,: 4 ° �R Q�YQ v 4',° v +i •: a v o-+ CO C. ()4 Co.T � . .• y�0/pF, A'�T �' '• o'er v• STONE C DRY STACKED STONE E\ING O! 4 v .• v "7 i. WALK 1 v •" r ° ° DRNN • • v • v • Ow .i 4• v •CCi eC/e, •• tl•• � • v 4 v.• O 4 q'WoR4,F B ' • : . :4 ' T \s PREPARED IN ACCORDANCE WITH THE MINIMUM i +• QCr" i• • �1,` ► STANDARDS FOR TITLE SURVEYS AS ESTABLISHED • 4 ' vy • `a < BY THE LI.A.LS. AND APPROVED AND tADOPTED ` v' r.. •v• d 4:CL,A a�. ! �. FTOR SUCH O USE BY THE NEW"YO KSTA9E_LAND OAL0x ° 4 vco 1 v • 4v .A. . ,�T 4,° ' .3 •4• BELGUW BLOCK • !! V'T P e. '�P,•.f V U RB APRON J a `!� •o• • �' ,, . 0 ! O. • '*- ` JJ r -------N.'Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED To BE A VAUD TRUE COPY. Successor To: Stanley J. Is , Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Stanle A. Ingegno aksenaksen L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE 631 727-2090 Fax (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSn- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin3®aol.com Generated by REScheck-Web Software Compliance Certificate ; D IEC 1�0V n �l - AUG 1 5 2023 Project 1 Story Addition IIUH,DING DEFT. Energy Code: 2018 IECC TOWN 0_;T r0171`:01. Location: Mattituck, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 FIDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2305 Park Ave Santigate Louis Schwartz Mattituck, NY 2305 Park Ave Tiderunner Engineering&Design, Mattituck, NY PC 7 Rdgewood St Bay Shore, NY 11706 % Compliance: Passes using UA trade-off Compliance: 5.6%Better Than Code Maximum UA: 89 Your UA: 84 Maximum SHGC: 0.40 Your`SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based an 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 Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 354 38.0 0.0 0.030 0.026 11 9 Wall:Wood Frame, 16"o.c. 339 15.0 3.0 0.061 0.060 10 10 Door: Glass Door(over 50%glazing) 120 0.310 0.320 37 38 SHGC: 0.28 Window: Wood Frame 48 0.290 0.320 14 15 SHGC: 0.31 Floor:All-Wood JoistfFruss 354 30.0 0.0 0.033 0.047 12 17 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 ha een designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato requi .ste n the REScheck Inspection Checklist. Louis Schwartz NE o 8/14/23 Name-Title Sign ur o �r Date 4r 77006 '�OFESSIONa ,Project Title: 1 Story Addition Report date: 08/14/23 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and LIComplies 103.2 documentation demonstrate ;❑Does Not [PRI]l ;energy code compliance for the !`! i building envelope.Thermal f ;❑Not Observable envelope represented on j❑Not Applicable ;construction documents. { i 103.1, ;Construction drawings and ? Ecomplies 103.21 ;documentation demonstrate !❑Does Not 403.7 energy code compliance for j r [PR3]1 :lighting and mechanical systems. ❑Not Observable ; Systems serving multiple '❑Not Applicable ;dwelling units must demonstrate 1 ; ;compliance with the IECC ` !Commercial Provisions. t i 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not ; [PR2]2 :on loads calculated per ACCA ; �Manual]or other methods Cooling: Cooling: :❑Not Observable approved by the code official. Btu/hr Btu/hr ❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) :3 1 Low Impact(Tier 3) oject Title: 1 Story Addition Report date: 08/14/23 ,ta filename: Page 2 of 9 Section # F' Undation Inspection Complies? Comments/Assumptions " 1&' ,Req.ID, 303.2.1 ;A protective covering is installed to ;❑Complies [FO11]2 'protect exposed exterior insulation :❑Does Not = 4and extends a minimum of 6 in. below grade. ,❑Nat Observable ❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [FO12]2 'installed. Z❑Does Not J j ❑Not Observable; ❑Not Applicable ' Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 1 Story Addition Report date: 08/14/23 Data filename: Page 3 of 9 Section Plans_Verified Field Verified # Framing'/Rough-In,lnspection Value Value Complies? [omments/Assumptions &Req.ID 402.1.1. ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, average). UDoes Not ;table for values. 402.3.3, 402.5 ;[:]Not Observable [FR2]1 ONot Applicable 303.1.3 ;U-factors of fenestration products?, JOComplies ; [FR4]1 ;are determined in accordance 1❑Does Not with the NFRC test procedure or J i ;taken from the default table, f : #❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier i❑Complies [FR23]1 ;installed per manufacturer's ! -f❑Does Not I nstructions. 1 i❑Not Observable ? ?❑Not Applicable 402.4.3 Fenestration that is not site built j 70Complies [FR20]1 �is listed and labeled as meeting fi, �❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440` '•�QNot Observable or has infiltration rates per NFRC ❑Nat Applicable 400 that do not exceed code 'limits.- y 402.4.5 'IC-rated recessed lighting fixtures ;❑Complies [FR16]2 {sealed at housing/interior finish j ❑Does Not iand labeled to Indicate s2.0 cfm I 1 leakage at 75 Pa. j❑Not Observable ; < ;❑Not Applicable 403.3.1 ;Supply and return ducts in attics j ;❑Complies [FR12]1 ;insulated >= R-8 where duct is 4 I❑Does Not 1>=3 inches in diameter and >_ ' ;QNot Observable ;R-6 where<3 inches.Supply and i return ducts in other portions of „ ❑Not Applicable ;the building insulated >=R-6 for ',diameter>=3 inches and R-4.2 ; for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter i❑Complies [FR13]1 ;boxes are sealed with '❑Does Not :joints/seams compliant with I iQNot Observable ;International Mechanical Code or ?, International Residential Code,as ❑Not Applicable applicable. ; 403.3.5' .",, Building cavities are not used as ❑Complies [FR15]3„ ducts or plenums. J❑Does Not i❑Not Observable } �❑Not Applicable 403.4 •;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 labove 105°F or chilled fluids ;❑Does Not :below 55 QF are insulated to zR- ; I ; ❑ :3. ; Not Observable ; ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 (piping. ❑Does Not 7QNot Observable (. {❑Nat Applicable 403.5.3. ;Hot water pipes are insulated to R- R- ;❑Complles [FR18]2 �;_-R-3. i❑Does Not '8i'. ; :❑Not Observable UNot Applicable 1 403.6 'Automatic or gravity dampers are; ;❑Complles [FR19]2 ~installed on all outdoor air t Does Not i intakes and exhausts. 1❑Not Observable i❑Not Applicable i 1 JHigh Impact(Tier 1) 1 2 Medium Impact(Tier 2) .3 1 Low impact(Tier 3) Project Title: 1 Story Addition Report date: 08/14/23 Data filename: Page 4 of 9 Section Plans Verified Field Verified. #, Insulation Inspection Value Value Complies? CommenWftsumptions & RegAD 303.1 1AII installed insulation is labeled �' ElComplies [IN13]2 ,or the installed R-values PDoes Not jprovided. 1❑Not Observable i f❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ; ❑ Wood ❑ �❑Wood Does Not ;table for values. [IN1]1 ;❑ Steel ❑ Steel :❑Not Observable ;❑Not Applicable 303.2, ,Floor insulation installed per t't❑Complies 402.2.8 ;manufacturer's instructions and i❑Does Not [IN2)1 in substantial contact with the 1 !underside of the subfloor,or floor ❑Not Observable ;framing cavity insulation is in t❑Not Applicable (contact with the top side of dd ;sheathing,or continuous i { !insulation is installed on the y t ;underside of floor framing and ! ;extends from the bottom to the ! ; ;top of all perimeter floor framing j members. i 402.1.1, !Wall insulation R value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 11/2 of the ❑ Wood ❑ Wood !❑Does Not ;table for values. 402.2.6 !wall insulation on the wall ;El Mass ❑ Mass ❑Not Observable [IN3]1 !exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable ; , I ; ! 303.2 ;Wall insulation is installed per ( E❑Complies [IN4]1 manufacturer's instructions. i ❑Does Not +#❑Not Observable ! i❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) :3• Low Impact(Tier 3) Project Title: 1 Story Addition Report date: 08/14/23 Data filename: Page 6 of 9 Se ion Plans Verified Field'Verified p # "Final Ie�spection Provisions Value Value Complies? CommentslAssumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ; ❑ Wood ❑ Wood EDoes Not ;table forvalues. 402.2.6, 1❑ Steel ❑ Steel !❑Not Observable [Flip ❑Not Applicable " 303.1.1.1, !Ceiling insulation installed per i EComplies 303.2 !manufacturer's instructions. f �❑Does Not [FI2]1 ;Blown insulation marked every j :300 ft2. r +❑Not Observable j . !❑Not Applicable 402.2.3 'Vented attics with air permeable ( ❑Complies [FI22]2 jinsulation include baffle adjacent ' 3❑Does Not ito soffit and eave vents that ; j extends over insulation. I❑Not Observable S i❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complles [FI3]1 ;insulation aR-value of the ; ❑Does Not :adjacent assembly. I ❑Not Observable ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [F117]1 ;ach in Climate Zones 1-2,and ❑Does Not ;<=3 ach in Climate Zones 3-8. " "❑Not Observable "❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 ;determine air leakage with ( ft2 ft2 :❑Does Not ;either: Rough-in test:Total ; leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ❑Not Applicable ;w.g.across the system including ; ;the manufacturer's air handier ; enclosure if installed at time of test.Postconstruction test:Total leakage measured with a ;pressure differential of 0.1 inch ;w.g.across the entire system ; including the manufacturer's air < handier enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ;❑Not Observable ,tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. ; 403.3.2'.1 ;Air handler leakage designated ; ,❑Complies ; [FI24]1 by manufacturer at<=2%of i i❑Does Not design air flow. ' ❑Nat Observable ; g i❑Not Applicable 403.1.1 Programmable thermostats f❑complies [FI9]2 ;installed for control of primary ❑Does Not jheating and cooling systems and []Not Observable initially set by manufacturer to t❑Not Applicable code specifications. ; pp 403.1.2 ;Heat pump thermostat installed ?❑Complies [FI10]2 aon heat pumps. i f❑Does Not i❑Not Observable s ;❑Not Applicable 403.5.1 ,Circulating service hot water ! ;❑Complies [Fi11]2 systems have automatic or i ti❑Does Not accessible manual controls. i ❑Not Observable ❑Not Applicable 1 1111gh Impact(Tier 1) 1 2 IMedium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: 1 Story Addition Report date: 08/14/23 Data filename: Page 7 of 9 Section Plans Verified Field Verified, Value Value Complies? Comments/Assumptions & Req.ID . ' 403.6.1 ,All mechanical ventilation system I f❑Complies [FI25]2 ;fans not part of tested and listed 1 ❑Does Not ( HVAC equipment meet efficacy I I !and air flow limits per Table ;❑Not Observable jR403.6.1. ; '❑Not Applicable 403.2 Hot water boilers supplying heat t ❑Complies [FI26]2 ;through one-or two-pipe heating ❑Does Not lsystems have outdoor setback i s ?control to lower boiler water r❑Not Observable ;temperature based on outdoor I❑Not Applicable ,temperature. i 403.5.1.1 ;Heated water circulation systems E❑Complies [F128]2 ,have a circulation pump.The ; ❑Does Not system return pipe is a dedicated i return pipe or a cold water supply! ❑Not Observable ;pipe.Gravity and thermos- j❑Not Applicable ;syphon circulation systems are ++ _ ;not present. Controls for i jcirculating hot water system pumps start the pump with signal { jfor hot water demand within the occupancy.Controls ~automatically turn off the pump when water is in circulation loop f is at set-point temperature and no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems ;❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the I heat tracing to maintain the ; ❑Not Applicable ;desired water temperature in the ; !piping. f 403.5.2 ,Demand recirculation water ;❑Complies [F130]2 ;systems have controls that ; ; Does Not manage operation of the pump i and limit the temperature of the ;❑Not Observable ;water entering the cold water ; �❑Not Applicable ;piping to <= 1042F. { ' 403.5.4 ;Drain water heat recovery units ;❑Complies [F131]2 #tested in accordance with CSA !❑Does Not ,B55.1.Potable water-side ;pressure loss of drain water heat j ENot Observable recovery units < 3 psi for R❑Not Applicable ;individual units connected to one or two showers.Potable water- I I ;side pressure loss of drain water : heat recovery units<2 psi for individual units connected to ;three or more showers. j 404.1 ;90%or more of permanent j F❑Complies [FI6]1 ;fixtures have high efficacy lamps. {❑Does Not j j❑Not Observable 1 �'❑Not Applicable I 404:1.1.'';y Fuel gas lighting systems have j ' {❑Complies [FI23]3_,..,`)'no continuous pilot light. i ❑Does Not f01\lot Observable j ! !❑Not Applicable I 401.3 ,Compliance certificate posted. 1iI 1❑Complies [FI7]2 ; ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1 Story Addition Report date: 08/14/23 Data filename: Page 8 of 9 Section Plans Verified Field Verified. # Final lInspection Provisions Value Value Complies? Comments/Assumptions I, & RegAD ' 303.3 ,> Manufacturer manuals for ;❑Complies [F[18]3; mechanical and water heating f '❑Does Not systems have been provided. 1 ' j❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1 Story Addition Report date: 08/14/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.29 0.31 Door 0.31 0.28 Cooling;Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments �---------------------------------------------- � I i � I � I _ � I i � I � I i i I i i I � I I I I I I I LINE OF EXISTING DECK ABOVE 1----------------------------------------------------------------I I DECK GIRDER AND PIERS IN THIS AREA WILL REMAIN I I DECK JOISTS WILL BE REPLACED AFTER FOUNDATION I I IS COMPLETED I PIN NEW FOUNDATION & FTG. TO I I EXISTING WITH I #4 REBAR @ 12" OC I REMOVE EXISTING DECKING ON UPPER LEVEL I DURING CONSTRUCTION OF NEW FOUNDATION I EXISTING CONCRETE 30'-92" FOUNDATION WALL ALIGN W/ EXIST. WALL LINE OF EXISTING DECK ABOVE I --------- ----- - ------------------.,:---- -------------------- -� . .. -- --- -- ---------------------------- NEW 8"x16" CMU WALL. 16"x8" GALVANIZED EXISTING RETAINING WALLS I 16"x8" POUR. CONC. FTG. VENT TYP. I I PIN NEW FOUNDATION & FTG. TO ..9 TO BE HAND DUG. i EXISTING WITH - & CELLAR STAIRS I x I I #4 REBAR 12" OC NO CHANGES I NEW FRAMED WALL I .; �° I EXISTING _ I PROPOSED TO ALIGN W/ EXIST. I I CRAWLSPACE ' w NO CHANGES CRAWLSPACE WALL ABOVE x 'z N, 2" POURED CONC. SLAB . CONFIRM THAT HEIGHT OF NEW FINISHED x, FLOOR WILL ALIGN W/ EXIST. PRIOR TO NEW ACCESS PANEL W, INSTALLING NEW FOUNDATION EXISTING CONCRETE TWO NEW POSTS FROM GIRDER LOAD ABOVE. FOUNDATION WALL CONFIRM INTEGRITY OF EXISTING FOUNDATION WALL EXISTING EXISTING EXISTING EXISTING GARAGE.SLAB GARAGE SLAB BASEMENT BASEMENT NO CHANGES NO CHANGES NO CHANGES NO CHANGES F---1 r---7 r---� r---1 EXISTING STAIRS I I I I i I d C EXIST. WOOD FRAMED DECK o EXIST. HOT TUB - I —EXIST. RAILING �\ EXIST. PATIO EXIST. CELLAR STAIRS ALIGN W/ EXIST. WALL © © LLL"' ---- r--------- ---- --------------------- El L --- ---------- I I I 1ar a POS.T 3 V1 -HEADER 2 @ 6-OC �E� � V lDr EXISTING OFFICE NEW DINING ROOM II) v _ - 9'-D'CEIL nEGM. �o EXISTING LAVNDRY RM I b. (2-) T'3i4"z1:}_3!_4S_LNIL HEADER I I I REMOVE EXIST.WINDOW SREPAIR . \ \ I / \— -------- `% CAST I CPTX,CEIL. •�—%%<PoST \\ I I EXISTING DIN N.ROOM EXISTING KITCHEN ® O EXISTING BATHRM. \\ EXISTING BEDRM.#i i EXISTING BEDROOM#2 \\ \\ \\ \ / \\ I I M I a. N / Lo ,EXISTING Tl'O CAR GARAG[/ EXISTING GARAGE/STORAGE // EXISTING LIVING ROOM \ W EXISTNG BEDROOM#3 - I I U) OO WINDOW SCHEDULE JII © 15•-lToY-a0Pu%E z a�D-a-vz-Bo mnMmITEE wWNiI Ossa'AT�EEEEES--------- —_--------------- ME �aO G1 MEH5G•ISN T+sS ' A-2 / 7 i EXISTING FRONT PORCH FLOOR RCH \\ I _FLAN --------------------------------------------- � � 1 o had 6 4 24\8� TIE LINE ALONG APPARENT FIGH WATER ��� \? T -i— MARK ON 8.6.2022 ExISTwG APP n S 1 \\\ '; ., \.. �� •— _ D ;:. S, EXISTING WOOD DOCK, \; \\ \\ qp �� q —-`� METAL RAMP PILINGS EXISTING DATE, B❑# ..\\ \\ v r 91 35.. —E\� & FLOATING DOCK. :v \> NO PRJPOSED CHANGES ' FEE c BY: X F F� � / j' NOTIFY BUILDING DEPARTMENT AT �F pF \ \� / ADDITION / 631-765-1802 8AM TO 4PM FOR THE EXISTING FOLLOV'VING INSPECTIONS: 1. FOUNDATION-�fsltC:�REQUIRED 2. R R POUR D CONCRF-T E *- -4— \ �9 . oo _ OUGH-FRAt><i NG & PLUMBING `� 3. INSULATION \ 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C. O. ALL CONSTRUCTION SHALL MEET T REQUIREMENTS OF THE CODES OF N .� YORK STATE. NOT RESPONSIBLE FOR E aR / OR CONSTRUCTON ERRORS PLANTE / NO/CHANGES COMPLY R h^ / UBTT. C�./ COMPLY WITH ALL COD S OF NEW YORK STATE & TO CODES "Hop I /EXISTING DECK �,. ' AS REQUIRED AND CONDITIONS OF / /O USED / PATIO / uo.n a NE STORY// h° / / `gDDITION y SOUTHOLD TOWN P N NG BOARD o / ONE STORY � / SOUTHOLD TO'JVN TR STEES FRgME HOUSE O E �' US & GARAGE N j NEW ONE STOPY ADDITION OCCUPANCY OR \` ROOF / w�, -, .....• .. / �� _ � USE \` OVER PORCH S UNLAWFUL WITHOUT CERTIFICA \` ASPHALT DR/VEwq BRrcKlvatk / ......�N.•„� .n��,�E. ,��. w�. •� w�. •_ : F OCCUPANCY / �G, s� �o, ,/'/' • - ro w , w •, RETAIN STORM WATER RUNOFF �a \ /,/ 209 N PURSUANT TO CHAPTER 236 `9 o S2 50 OF THE TOWN CODE. �, /-/ S 2 SITE PLAN r1rXTRICAL 'r' \ �Iit = 2 0 . 0' -°� l ISPECTI©N REQUIRED "�• \ / / �� PROPOSED FLOOR PLAN exterior lighting f�vtPIled,replaced or rcPnlred vhall Conform to Chapter 172 Of the Town Code Jo <: ... "' ,.,• ' '. ZONE x ,'• . •. ;. T. � w -3„,Wo>" .. `, ,r a:. 4, ✓_.._. ., �j,rw'. r :.y 4 d'�,. aye..: ,.� a}g� v � F r 'tt'1 f' ' -sV � .. � j►. ^ Yam.°F,ri` � " ,i, ,-+. .tF, S�G� O£ '4 �'' RESA 6T't(VE � 'A'; ++' .e •-x 100U-123:3-21 g Q��C ,.',slit d `fib i •# t, ' � ' /TEC Medium Density Residential pp ... ,zoNex TAX MAP DISTRICT: 1000- 123-0 AMP ,, �� d �uN-..c�T^[l^^• p �d f„� ,� 3—2 1 3�OTECTEC7 '' � � Q�' H kd` "' a,r` �j + " - ZONED R-40 G OneF ,` ,"� <� a< '3��� ..i N amity Year-Round ,I s 'Zf)NE X '` w "r Residence , OWNER OF RECORD: MARIA SANTIGATE ,, ZONE x . 2 3 05 P �I ..� n ARK AVE. MATTITUCK ,, Z1NING R-40 LI Of �AGDEfdATE t �? s } I p • - Z°Lrr b.bb *r WAVE CTFiflr W PREPARED BY: JOAN CHA��iBERS SLrrCAT ", PO BOX 49 SOUTHOLD NY 11971 ' f .v 4 c CRE5 b.00 � ,�• �TMd�(a a�,r� , ,r a ;,r w, t �'A• a ri r 0.00 r r a ' ' �; ' i'OVME � eD(A�TE: 5. 19.2023 NVET 0.06 PA � Tks' SCALE 1 " = 20.0' - � bm to ' ..'y . BOUNDARIES OF PROPERTY DATA TAKEN FROM SURVEY BY N NATHAN TAFT CORW p „ IN III NYS LIC. 50467 M 1586 MAIN RD. r ; AM 0 J ESPORT NY 11947 • 3 t F t J " LOT COVERAGE CALCULATIONS n tv ZONING I NG MAP SQ. FT. C) O FEMA MAP RESIDENCE 6,872.4 co0 ATTACHED GARAGE ' , 0 INCL. ^ t � COVERED ENTRY PORCH 445.8 ` V EXISTING DECK S � NEW DRYWELL TOTAL 7,318.2 SITE \\ LOT 35,027.0 PLAN \ E%IsnNc Deck ' CONTINUOUS ALUM GUTTER ADD NEW GUTTER LOT COVERAGE 2 0% 5 . 19 . 2023 OROSED ADDRION FLAT ROOF o o r" u 2"X3"ALUMINIUM LEADER DOOR & WINDOW SCHEDULE I o REM E EXIST ROCF OVERHANG I REMOVE EXIST ROOF OVERHANG TYPE NOTES &GUTTER AND LEADER. 6 GUTTER AND LEADER DIVERT RUN-OFF ONTO NEW ROOF DIVERT RUN-OFF ONTO NEW ROOF O ANDERSON FWG 16080-4 NE 15'-9-3/4"x 8'-0" WITH SLID. SCREENS B ANDERSON G 65 SLIDING WINDOW WITH SCREENS PIPE JOINT MIN, O 6'-0"x5'-0" * vO J� 10"ABOVE GRA D'-D^ MIN. NOTE: sF� 77006 14PA S�"F PIPE CONFIRM MAKE AND MODEL OF ALL WINDOWS & p'P�FESSI�NP� BE LAVER IT 3/IN TO 2-1/2" ROUND RO < DOORS WITH OWNER PRIOR TO PLACING ORDER. BETWEEN PIT LINING AND EARTH WALL DOORS "ELL WELL' PREFAB OWNER TO CONFIRM SCREEN CHOICE, HARDWARE - DRYWELL ( OR EQUAL) SIZED AS PER RAINWATER TOTALS SHOWN CHOICE AND INTERIOR FINISH AND EXTERIOR COLOR. OWNER TO APPROVE HINGE PLACEMENT OWNER TO APPROVE WINDOW & DOOR LIST PRIOR TO ORDER BEING PLACED OAN CHAMBERS STORM WATER RU-OFF PLAN DRYWELL DETAIL (631)294-4214 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. MINIM D5ItSIAN 'MAD LC0AN25*'A5 PEP.AWE 1-05 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS State, County and Town Department Regulations, Utility Company requirements and SIMPSON STRONG TIE CS STRAP r.: AT EACH STUD AND RIM JOIST best trade practises. \ ., C A} fgg Myr,M�r� BY 2. Before commencing work the Contractor shall file all documents required by the NUMBER AND C��T *" SIM!"VOIN5TWGfl d7Nlii 5-1v GC701l5 Building Department, pay all fees required by local agencies and obtain all required DESCRIPTION OF BUILDING ELEMENTS TYPE OF FASTENERS SPACING OF FASTENERS .:.. ;`, a-- MOVEL No.L9awk_-64 71D OPR ° "TS permits. ai I I N Ci 5' �t,IUtVALEFr AT EERY RJFTBR TCtIIC�6L' C GTON li KAPYORS DO NOT ALMDN 3. The Contractor shalt visit the site and verify all dimensions and the existing USE 5/8"BEARING PLATES AT 9 P Y p "��conditions affecting the work nor to construction. An discrepancies which would JOISTS TO SILL OR GRIDER,TOE NAIL 3-8d EACH 5/8"DIA.x 12"ANCHOR BOLT interfere with the satisfactory completetion of the work described herein shall be BOLT SPACED 6'-0"O.C. t"MoA 9 AW-44ORB Ac-T BY reported to the architect or property owner. Do not start work until such conditions •12"FROM EACH END IUMFWN STRONG•-TII?C4X#WTi�9 }Uyry y 1"x 6"SUBFLOOR OR LESS TO EACH 2-8d X No.LSTA24 OR Ap}Atq� have been examined and a course of action mutually agreed upon. Failure to notify SCd11VALEW AT EVEW TO 11i the owner or architect of unsatisfactory conditions wll be construed as an acceptance JOIST,FACE NAIL 2 STAPLES,1 3/4" C4244m, 10N 4`wEt ftAPTVRS ALJM of the conditions to properly perform the required work. E�R I N 6 S ft 0 0 F A N D" HI 4. All work is to conform to the drawings and specifications of the architect and 2-16d WALL STRAPPING & SILL PLATE ANCHORS FLOOR JOIST BRIDGING lkfF�6E engineer consultants. 2"SUBFLOOR TO JOIST OR GRIDER,BLIND AND FACE NAIL 20 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. �' �� • 6. The drawings are not to be scaled under any circumstances. PfLYW (per V2-W I _ 7. It shall be the Contractor's responsibility to ascertain all +�p y prevailing procedures TOP OR SOLE PLATE TO STUD,FACE NAIL 2-16d .}- including storage and toilet faciIities,protection of existing work to remain,access to RI6II7 INSUL^71 ' I/2-hw - work area, hours of permitted work,availabllity of water and electric power and all ,3-8d 2-16d " STUD TO SOLE PLATE,TOE NAIL other conditions and restrictions for this particular location in order to execute the / � �*-• work in a careful and orderly manner with the least possihle disturbance to the public. DOUBLE STUDS,FACE NAIL 10d 24"O.C. �I/ y✓" TOP PLATE 8. The Contractor shall make the neccesary arrangements to utilities and services NBITIIN' NI�I7� TYPICAL LCCC5 CONNECTOR temporarily disconnected while performing the work as required. I+�+A4TJNIILr I 11/ 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'CaAC.rRS AANC� I� L �fc� R FINISHES, prior to removal of existing structure. 'I-- SIMPSON STRONG TIE HR8 1 1. Plumbing, electrical, HVAC and similar work shall be performed by licensed GiAlt'�Illrs �fA TIL �*OR SIMILAR TYP. o ' R10 5T �1N6 PETAL persons who shall arrange for and obtain all required inspections.The General 41� SIMPSON STONG TIE A23 OR t DOUBLE TOP PLATES MINIMUM 48"OFFSET OF �„9fy /�-i14.'Mt�RTA4� N ', � . SIMILAR @ CORNERS TYP. 1 Contractor shall be responsible for scheduling all other inspections as required. END JOISTS FACE NAIL IN LAPPED AREA 8-16d 12. The Contractor is solely responsible for construction safety and shall hold the I ANSI IC owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. LIMXMM Cat �C��^Tl1 � 1/, ,n 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d �r CONSTRUCTION NOTES TOP PLATE,TOE NAIL SIMPSON STONG TIE A23 OR L�IN�r 3/��+ / 1y r�-f� SIMILAR CORNERS TYP. 8d 8"O.C. FWOR +A000 JOIST N'f1C�plaster) I�-Iti. 16-In. @ 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. RIM JOIST TO TOP PLATE,TOE NAILI5 I 5I=�J , 2. Poured concrete shall have a minimum psi of 3300 at 28 days unless noted. NAILING/FASTENER SCHEDULE 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS, 2-1Od ZX& h it copper termite s e d. FACE NAIL RIDGE STRAPPING 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance eftS, 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.C.ALONG EACH SIDE 37CNC► "� g upon by an engineer and certificates shall be isstied stating same. STRAPPING - WINDOW'AND DOOR FRAMES GIRDER CONNECTION TO PIPE COLUMN 6. Unless otherwise noted all framing and structuralwood components shall be CONTINUED HEADER,TWO PIECES 16d ,6"o.C.ALONG EACH SIDE 2xI2 #2 or better Douglas Fir. 8D COMMON @ 6- OC @ 4'-0" PERIMETER ZONE 7, All framing techniques and methods shall be as prescriptive design based on F R A M E P 16A•R T I•T.:�0 N 5 8D COMMON @ 12" OC @ PANEL FIELD AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) CEILING JOISTS TO PLATE,TOE NAIL 3-8d SD COMMON @GABLE END WALL RAKE CR,ST�a. '�aTIi,I751r JI, , w ,fY! w�H 5J 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 F R'A I,,,� E W,ALL$ Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance CEILING JOISTS TO PARRALLEL RAFTERS,FACE NAIL 3-10d aEPJOF STM I'�ALLSt with NYS Code R 602.8 to form an effective fire barrier between stories and PROVIDE (3) 3/a" THRu BOLTS between the top story and roof space. 2-16d 2x�tl 0,16-Irt 5lb-'Im.6't'F'�UN+� EACH END OF COLLAR TIES TYP. RAFTER TO PLATE,TOE NAIL II I-I ATd W6-�1. I II r Ito 1/2" CDX PLYWD. SHEATHING 10. Protective panels shall be provided for glazed openings in accordance with ' SIMPSON H7Z HURRICANE TIES 6D COMMON @ 3" OC EDGE NYS code R301.2.1.2 if they are required. " ' CONNECTING RAFTERS TO 6D COMMON @ 6" OC FIELD 2-8d TOP PLATES @ EACH RAFTER 11. All portions of the new structure are designed to comply with local geographic V BRACE TO EACH STUD AND PLATE,FACE NAIL 2 STAPLES 1 3/4" 2x6 a.I6�Nff,5A5"1m.OYML�Ir and climatic criteria as stated in the following table. INSULAT'} 3T:5/54. 510INS PROVIDE ENT TO TIE RIM BOARD GEOGRAPHIC & CLIMATE DESIGN CRITERIA 2-8d L?tT-EN•,It3R 5TUN7 hffiALL3 If.NI D{ tG�C VF II�I�" �4$:0 TO DOUBLE PLATE TYP. V x 6"SHEATHING TO EACH BEARING,FACE NAIL 3 STAPLES 1 3/4" GROUND SNOW LOAD 45 lost ii PJ�OF MASONRY INC.�.:I+CE AR BUT T ��- WIND SPEED 130 MPH TER,ALV 5 Ili/fk2 roR EA-,m r-Acz PLA-4m - YALL�S MR SILL SEALER,TERMITE SHIELD SEISMIC DESIGN CATATGORY B 2-8d 6I1t�1 r'�I'4•ZSEN+IT AiA4i�l�. IN ',� GASH � 15 rat \5/2"#4 HORIZONTAL @ 6-O.C.AS NEEDED WEATHERING SEVERE WIDER THAN 1"x 6"SHEATHING TO EACH 5/8" ANCHOR BOLTS @ 6'O. TYP. PROVIDE SIMPSON H6 OR EaUIVILANT TO TIE WALL STUDS FROST LINE DEPTH 36" BEARING,FACE NAIL 4 STAPLES 1 3/4" �I�LE r ,,� I(SHT�ylk T^ C ,�TION. OF BOTH FLOORS To PLATE & TERMITE THREAT MODERATE TO HEAVY BAND JOIST @ 16" OC TYP. 1/2°CDX PLYWOGD DECAY SLIGHT TO MODERATE + �I� PERMANENT--� Z 2"XPS RIGID PANEL INSULATION R-13 1SI '�TAdG '..:.*y� tP7 t FASTENED BY PRovloe slMPsora Hs OR WINTER DESIGN TEMPERATURE 11 BUILT-UP CORNER STUDS 10D 24"O.C. �{ EQUIVALENT B TIE ISLL sruos FLOOD HAZARD AS NOTED CERTIP C ATE - SHAL.L. EE COMP !EV SY THE 6"POURED CONCRETE WALL 3/811 X 311 SCREWS WITH TO PLATE & BAND JOIST @ 16" WASHER @ 16"0". OC TYP. NAIL EACH LAYER AS FOLLOWS: 1 1ILt7ER,C�R.�ISTBR:El7 DES EN PI ESSIONAL,AND POSTED IN BUILT-UP NCH LUMBEDERS AND R LAYERS BEAMS, 32"ST O.C.AT TOP AND BOTTOM AND +� tt f�gyLI'T,I, ROOM :R:�, �EO CA ION INSIDE T STAGGERD TWO NAILS AT ENDS �+"14 f'Fi6,++ t'lF AND AT EACH SPLICE ILt�II BID CO ON SHEATHING ELECTRIC SYMBOLS SYMBOLS 8D COMMON @ 6" OC EDGE 8D COMMON @ 12" OC FIELD AT EACH BEARING 2"PLANKS 2 16d R402.2 A:, ATTIC TIC CR,0 r 4L SPACE ACCESS - SHALL'13E KEYWAY TYP. LSTA 18 UPLIFT STRAP R RECESSED CEIL. FIX. EXIST. WALL rr'r 1 1 r`w'^Mr� L7 4"POURED CONCRETE SLAB PROVIDE APPROPRIATE METAL CONNECTION WALL TO FOUNDATION ROOF RAFTER TO RIDGE,VALLEY OR HIP MATi°'M-STRIPP V AI�I 46ULATM TO A LEVEL Et ,al'�'JaALENT" PLATE WASHER, NUT & ANCHOR W/ 4-8d COMMON NAILS @ EACH END. D DOOR OPER. SWITCH DEMO. WALLrjr�__ TOE NAIL 4-16d � g ,�A1,' BOLT TO TIE SILL PLATE TO - 3-16d � IN%L AT1ON ON T�"II' MASONRY FOUNDATION TYP @ FACE NAIL ; 16"x 8"POURED CONCRETE FTG s'-0" OC FOR 1 STORY, 3'-0" FOR F REC. FAN & LIGHT NEW WALL �r- W/1/2"#4 HORIZONTAL REBAR 1r-4" 2 STORIES. 12' FROM CORNERS & -SHALL BE OPENINGS AND BOLTS TO BE MIN. SWITCH RAFTERS TIES TO RAFTERS,FACE NAIL 3-Bd R'02-fir:. .a THERMAL � STORM PANEL TYPICAL 12' DEEP. b WALL SCONCE WINDQWUTY E WALLCONSTRIZ+ `LIMIT ���' AIRr � y ` FOUNDATION DETAIL W V WOOD STRUCTURAL PANELS,SUBFLOOR ROOF AND WALL SHEATHING TO FRAMING, P GROUND FAULT OUTLET DOOR NUMBER AND PARTICLEBOARD WALL SHEATHING TO FRAMING i 402a4.1.1, INSTALLATION �a THE'C POINENTS Or-THE BUILDING � SWITCH OPER. DUPLEX -_ SECTION MARK 6d COMMON NAIL THERMAL ENVELOPE SHALL BE INSTALLED-IN AGC AANCE WITH 5/16"-1/2" (SUBFLOOR,WALL) 8 12 THE.ZRITERIA LISTED,IN TABLE 4t�2A.I.I. 'I�1I� �IREI;7 BY .n UNDER CAB. FIXTURE �- ELEVATION MARK 8D COMMON NAIL(ROOF) R'301.2,2. PR.0=T!0N OF OPENINGS EXTERIOR FN.AZINS IN BUILDINGS U76ATED IN CODE, rIC.IAL,AN APPROVED THIRD PARTY ''SHAI-L INSPECT ALL NPZ*M 17EBR15 FZ51ONS SHALL BE PROTECTEP NAM HI PMR15. � APPLIANCE OUTLET MW-� MILL WORK NUMBER fSLA,=17 OPENING PRATrroTION rOR Y`III� CMERIS SHALL t-Ef 7HE 19/32"-1" 8d COMMON NAIL 8 12 � II GC7MPLIANGE. Ns'EtrtlJIREt NTS OF TI`E LIT MISVLE TEST Or ASTM E ldR6 AND ASTM E I&M AS � QUAD OUTLET A-0i APPLIANCE NUMBER 1'+IM11"IM) IN G7ION 501 n12-1.ISARACE 6l.AZi�C? I PIRO1'Er-'nCN P 10d COMMON NAILS OR TESTING "•.E3N,7UNN6 (;�I'I,•O�.II� .UNI1T SHALL'SE H7Z HURRICANE TIE-DOWN J'�I DELI$ L ,,11 IEI�S Or-AN IMPALTI5TI15 S SMOKE DETECTOR P 1 PLUMBING FIXTURE 1 1/8"-1 1/4" 8 12 8d DEFORMED NAIL � y `VERIPIJe.�/ A«+ HA)AN6, 5 ,ACl"'5O I�I '�pZ"�'l�At 5, t�A" STAN�At�D Al III7A5MA Jl�a. SEE TAE3LI= l3f�©)ANI C CO2 DETECTOR INTERIOR ELEVATION PARTY. EXCE PTION' SPACING OF FASTENERS R70D STRUCTLIli PANS WITH A THIGKN�OF NOT LESS THAN n IN_,H AND A CEIL' FIX' DESCRIPTION OF DESCRIPTION OF sPAN Ill NoT MORE T4AH 5 FIET`-H�- BE rTM FOR OrEMNS PR 11MTM. BUILDING MATERIALS FASTENER EDGES INTERMEDIATE SUPPORTS I=IJE .�NIN6 AAP�P ;IA+l GE3"R UIf�.�'E('iIAAIe'G,ai�. LPT4 PANM...S SHALL N �-UJT,ARP ATTA HEP TO TFIE FIAMIMS�.,,� gRCOVIN6 7I C OM NINIS IGONTAININ,5 THB PRMXT KTH THE IIDLAZZ7r OFE NNIS.F ANI:LS 5HALL M ABBREVIATIONS EXCEPTION. DINZE T VENT APPLIANCES YAII"TH Bd�"t"H !1'�I"1`r�AKE AAA PRMRILLED AB REGU RED FOR.THE A� TAD AND SHALL BE� 1/2"REGULAR CEFFULOSIC 1-1/2"GALVANIZED ROOFING NAIL 8d H1•l 11-P ATT NAM DAM! PTLZMVI 0_ ATTAG�SHALL M C1�1lSMM TO ALU ADJACENT MIN. MINIMUM COMMON NAIL STAPLE 16 a 3 E7�I�A�T I�I>� I �+��^� �I�A�I "��r THE,�I�E ALUM. ALUMINIUM MR MOISTURE RESISTANT FIREBOARD SHEATHING 9 6 (7)10d x 1 1/2"NAILS TO PLATE RESIST"1 WMPO T ANP CL IN6 LOAM T»INM IN}tAG 01IRPA os HITH MW MILLWORK 1-1/2"LONG ■ APPD. APPROVED (7)10d x 1 1/2"NAILS TO STUDS EITft TABLIm fZ�31D1_'�2,I �Ast"..L'�,,WITI�#T11�'PERMA,NL'NT aet7Slestl•-R�"�IATANT BIRD. BOARD NIC NOT IN CONTRACT �„✓-21: D�""�S�,,� .+.'I�Iik:T5r,,4IR.°�� �; �� I"ILTER ATTAGFIMENT Id�RO APE MWVID PM AN© A11ANfA4e u PERM,+ANIENTLY N1d°4TAAL4_E0 ON"ILL' OC ON CENTER 1-1/2"GALVANIZED ROOFING NAIL 8d RAFTER TO PLATE & WALL FRAMING FLOOR TO FLOOR CONNECTIONS BUILVII^S. ATTAGi+M,ENTINAC AW-E WITH TABLE! "�.501.2.I-2 15'PMMIrrm �NR. BRK. BRICK OS OUT SWING 1/2"STRUCTURAL EIC7?C>~5.5I-IALL'BE SEAA,;,.W, UJ BVILDI S5 MITI'{A VEM ROOF'HEISHT OF 45 PEST OR LE55 RE THE ULTIMATE BOT. BOTTOM OPG. OPENING FIREBOARD SHEATHING COMMON NAIL STAPLE 16ga 3 6 CL CENTER LINE 1-1/2"LONG ,,f,/t�, �1 �F2 PL. PLATE �mRV'rd�s.dl DN"51�N WINDr I3r IAO 1 C+IP.I E°.lS. CLG CEILING IkGT TES'TIN�a I�UGT�a SHALL � '�S T4 PLLMB. PLUMBING DETE�„INNE AIR AK�A6E < > COL. COLUMN PLYWD. PLYWOOD 25/32"STRUCTURAL CEFULOSIC 1-1/2 GALVANIZED ROOFING NAIL Bd - lur�E �O- -I• �IIhII 5I IS �'I�IL.�H �I IIIN CONC. CONCRETE PT, PRESSURE TREATED OMMON NAIL STAPLE 16ga 3 6 E)+EPTION I�I.4T LEAKAee TEST Is. T 5GI-RULE Pj'�?R ydO= 5TF1ZT1JRAL PANELS CONT CONTINUOUS FIREBOARD SHEATHINGIle r% < CT. CERAMIC TILE PINT. PAINTED 1-3/4"LONG TIC' OW'15, AND AIR, HANt0LERS AIRS LOCATED eNT'If;MI_-r•1AtITHIN %t:0IillIi � IFA5TENM 5FAoIN PVC POLY VINYL CHLORIDE DEMO. DEMOLISH 1-1/2"GALVANIZED ROOFING NAIL 8d THE SUII'INO THERMAL ENVELOPE. .AI, � �T DIA. DIAMETER RCP REFLECTED CEIL. PLAN 4 'Ne PA�T�NR T DR. DOOR REO. REQUIRED 1/2"GYPSUM SHEATHING COMMON NAIL STAPLE 16ga 8 SIMPSON GAL.ROOF STRAP Pla1NEl- SPAN { PANEL SPIaI'N PAWL 5PAN RM. ROOM PE W OR S R .E•�T BUILDIN6 CAV TIES - SHALL NOT BE � E?UCTIS.FOR � M @ RAFTER TO RIDGE DWG. DRAWING q `i, �� �tD�T• �� �� �CJT EA. EACH R.O. ROUGH OPENING ��i�� ��a.� SIM, SIMILAR 1-1/2"GALVANIZED ROOFING NAIL 8d O Ko. & 50RZK ELEC. ELECTRICAL SPEC. SPECIFIED 5/8"GYPSUM SHEATHING 4 8 BA5W ANG*:IR KTH 2 I$ 10 8 ELEV. ELEVATION OMMON NAIL STAPLE 16ga ,y M + I ICE SHIELD UNDERLAYMENT STL STEEL �-sc.r„�.'�. �il"IANI�ae�A�.`'S' T�'I �IIOII''I4S' INJI..I�..�I�t�Tll'�'I "" �r�A��l'�" M IW-,H EMOE>:MEI'T N�TI I EQ. EQUAL T 8 G TONGUE AND GROOVE PE W OR S �II yIC}s°P,� 'assor INStLA*E.To R-3.mix,, EXIST. EXISTING ` V TEL. TELEPHONE NO. to YV 5cf 1 EXT. EXTERIOR WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING , ty�1� TBD TO BE DESIGNED R .6t MEC.4�IAANIf✓AL'VEN'3 ILATIO'N-,THE 'BIJILDINS � BE J�,A5I7 AI"J�s�I,+fie JA(N�-I`I ,'?i I�,+ I,"� CT F.P. FIREPLACE TO. TOP OF �A �r Y INZH EM51�fiIENT LEN IT`I FR. FRENCH TYP. TYPICAL 6d DEFORMED NAIL OR 12 �IJ�m:KT H.tit 04TILATION'Tf4AT EFTS THE I" .A�iiI ENTS 0� ' n SIMPSON H2 A HURRICANE TIE TYP. GALV. GALVANIZED 3/4"AND LESS 6 ■e� AT EACH RAFTER-TO-PLATE CONNECTION UNO UNLESS NOTED OTHERWISE 8d COMMON NAIL W GWB GYPSUM WALL BOARD IF?G/It�IG. USE 5-8D NAILS AT RAFTER j0"f INCH I"� �J{ HVAC HEATING, VENTING & VIF VERIFY IN FIELD THE MMCHANICr,�AL•VENTILATION FE��`AM SHALL BIE NO l�l�p� o O AND 5-8D NAILS AT TOP PLATE I3A D A�. KTH 2 16 16 lid AIR CONDITIONING W/ WITH y�i� IN61H EMBO ENT WD WOOD 8d COMMON NAIL i f4 AN O INSUL. INSULATION 7/8"- 1" O INT. INTERIOR WID WATER PROOF 8d DEFORMED NAIL 6 12 0.01 *Ar C17 A +' 7 5 X 10 OF ISM S.,I V co IS IN SWING XPS EXTRUDED POLYSTYRENE �•+ C/) CN. TH15 TA5LZ 15 5A 5W IC 4 160 I"I�PJ"I ULTIMATE LBS POUNDS CONDITIONED FLOOR AREA PROVIDE Bid COMMON NAILS VIZSIA:IAN KNP 5PM0 ANP At.* LOOT MSAAI Imo.% MAX. MAXIMUM 10d COMMON NAIL N IlSFfT. MO. MASONRY OPENING 1 1/8"- 1 1/4" 8d DEFORMED NAIL 6 12 AR E,T,'EOUIPMENT 54ZIN6 ACCrAA KANLEL �S,p S AASW ION @ 4"O.C.AT EXTERIOR EDGE OF ALL L�AIE PER A�iCiA MANI3EL ,I. SHEATHING I7. N�As�S.yTIAN� �. 11�1`.�TA,�AT f� Iti I� VIS 01" ,r,HE � OCC) STRI X�PANEL. TABLE R301-5 MINIMUM UBIFOAMLY DISTRIBUTED 11VE LOADS(m pounds per square foot) PASMERS 5!"EALL N� LCeAT� NOT LN�5 VAN I1VE R4404-Is L1C7HTIN0.- A MINIMW OF -15% OF PERMANENTLY, ING+f MOM THE EU6� � � PANEL. u5E LOAD TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE INacTAUW FIXTURES K)5T #'IAVE`1416H-F-Fi=A1`NrY LAMF:�S. G. A%C++ °SHALL PN'_NETRATN! TN cSH THE Attics with limfted storageg-h 20 PRIOR WALL f4 YERINS JIM4 AN IB"+MWME N7 ttfc's without storageb 10 1 01H-V't" LTA ),,.li�"TI EXEMPT' S �2 LEN6T-H OF NOT �SS T1`IAN 2 INNC 05 INTO THE Deckse 40 STHD METAL STRAP TYP. WILCiIKS FRAME. FASTENERS 5HA1LI.. M L�AMV Exterior balconies 60 MINIMUM SPECIFIED COMPRESSIVE STRENGTH @ EACH JACK POST WITH JOIST �y Fire escapes 40 5-8d NAILS AT EACH END LENGTH T LI� TITAN 2/'3 II'I�►H MOM THE EV6E f� TIE TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSI GoNGR BLOCK CYR GR,E[Er Guardrails and handrailsd 200i TYPE OR LOCATION OF CONCRETE CONSTRUCTIONWeathering Potential b HEADER CI, FA?II�LS ATTAGI NEP TO MA IRY OR Guardrails in-fill componentsf 50i NOTES MA Y/5TUGW SHALL 5E AATTACdh'IN� U5INS passenger vehiclegaragesa 50a Negligible Moderate Severe At-LOWABLE VIERATIO14-RM15TANT ANC-HOR5 t'A)(IKS AN Rooms other than sleeping 40 ULTIMATE I'rNIT• AL CoAPAGJTY OF NOT LESS rooms BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE b UCIF ■R�L MEMBER DEFLECTION 2,500 2,500 2,500 llR. lJfIlE1 f ! i'�l3i L■ L l+i 14J THAN I,5U�?FGUNDS Sleeping rooms 30 NOT EXPOSED TO THE WEATHER � . � � . � O Stalrs 40- Rafters having slopes greater than EXCEPT GARAGE FLOOR INTERIORBASEMENT SLABS AND SLABS ON GRADE, 3,/12 with no finished ceiling L/180 SLABS 2,500 2,500 2,500` attached to rafters SIMPSON 1-1/4"WIDE 20 GA. BASEMENT WALLS,FOUNDATION WALLS AND OTHER VERTICAL Interior walls and partitions l-1180 METAL STRAP @ EACH STUD 2,500 2,500' 2,500d W/5-8d NAILS AT EACH END CONCRETE WORK EXPOSED TO THE WEATHER Floors and plastered ceilings 1L-!360 NE All other strulctural members 240 NAIL SHEATHING TO SILL PLATE W/8d NAILS @ 4"O.C. FLOOR JOIST PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHE d of 2x 6 SILL PLATE ACID TREATED 2,500 2,500'' 2,500" C.1 �� AND GARAGE FLOOR SLABS Exterior walls with plaster or l-1 f 360 5!8"x 12"ANCHOR BOLTS @6'-0"O.C. W/FENDER WASHER I.�'Jr�ry}/�finish �+ ��/ ry (� ��/ � fjr F_• W FOR SI I POUND PER SQUARE INCH-6585 kPa Exterior walls-wind loadsil with �-,r' �4� (^- c \ a,Strength at 26 days pat brittle - "� 77006 b.See Table R301.2(1)for weathedng potential t LI'-Ill7 finishes a Concrete m these Iotations that Is sublect to freezing and thawing during construction shall be alrantra ned concrete in accordant,with Footnote d LL✓JJr Ctt G .7EEEhh1 L.a7 ESSIONP d Concrete shall be 2for a maximum Total air content(percent by volume of concrete)shall be not less Than 5 percent or more than 7 percent J OAN CHAMBERS e.See Section 11 b,2 for maximum cel a,r wnt,materials content �I'.if -/y a For garage floor siwth a ateektrmeled finish,reduction of the total air wntent(percent by volume of concrete)to not less than 3 percent is permitted if the specified strength of the wncmte is increased to not less than 4000 psi Exterior walls-win'd loadsa with i 12 TYPICAL SHEAR CONNECTION CRITICAL PATH flexible finishes '! (631)294-4214 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - "' M \\� 0 , ;E / I \\ \\xz \\ \\\\ / I X / / I � r I LINE OF EXISTING DECK ABOVE ( �'""" I I (l} - - - - - - - - - - - - - - - - - - - -J DECK GIRDER AND PIERS IN THIS AREA WILL REMAIN I j DECK JOISTS WILL BE REPLACED AFTER FOUNDATION (,�,��,.� J�, �r I IS COMPLETED � I PIN NEW FOUNDATION & FTG. TO I a �/ �`/�( (� (Y1D�� EXISTING WITH I b� V I Q� XI TING 12" O� I REMOVE EXISTING DECKING ON UPPER LEVEL I re @ DURING CONSTRUCTION p I OF NEW FOUNDATION l� boards I . EXISTING CONCRETE 301_921. FOUNDATION WALL ALIGN W/ EXIST. WALL I LINE OF EXISTING DECK ABOVE 4 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - NEW 8"x16" CMU WALL. 16"x8" GALVANIZED I I EXISTING RETAINING WALLS I 16"x8" POUR. CONC. FTG. VENT TYP. I I PIN NEW FOUNDATION & FTG. TO TO BE HAND DUG. I & CELLAR STAIRS oo I ( EXISTING WITH NO CHANGES cn X #4 REBAR @ 12" OC EXISTING o O N PROPOSED TO ALIGN WD XAST. I i CRAWLSPACE I w CRAWLSPACE WALL ABOVE NO CHANGES X z `<1 2" POURED CONC. SLAB ui N � F_ CONFIRM THAT HEIGHT OF NEW FINISHED' L FLOOR WILL ALIGN W/ EXIST. PRIOR TO NEW ACCESS PANEL w INSTALLING NEW FOUNDATION EXISTING CONCRETE -TWO NEW POSTS FROM GIRDER LOAD ABOVE. FOUNDATION WALL CONFIRM INTEGRITY OF EXISTING FOUNDATION WALL . I U I— Q EXISTING EXISTING EXISTING EXISTING UJ 2:> GARAGE SLAB GARAGE SLAB BASEMENT BASEMENT NO CHANGES NO CHANGES NO CHANGES NO CHANGES I- - - - -I N - - - � ry cy) - - - - �- - O EXISTING (y) STAIR$ CV C) O I N � I I I - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - -j A� 15'-11" FOUNDATION PLAN PROPOSED ADDITION 1 /4 TV = 1 '- 0" 5 . 2 2 . 2 3 FOUNDATION PLAN NE � W t^ _ 77006 OFESSIONP JOAN CHAMBERS (631)294-4214 \\� 3, 3, M ::: "m -44' 8'-0" 14'-14' 4 3 0' 101" Q� e :. ADDITION CL X EXIST. MASONRY PLANTER v l L... E N o EXIST. WOOD FRAMED DECK EXIST. HOT TUB N El EXIST. RAILING EXIST. PATIO a EXIST. CELLAR STAIRS ALIGN W/ EXIST. WALL - - B C I- - - - - - - - - - I- - - - - - - - - - - - - - - - - � - - - - - - - - - - - - --Q - - - - - - - - - - (4) 2x4 POST (2) 1-3/4"x11-3/4" LVL HEADER TYP. o ( � 2X4 @ 16" OC FRAMED WALL TYP.-- I o I r I o - - - - - - �- - - - - - - J o C3 ;- I- - � o - 1- - - - - - - - - - - - - - - - - - - -r - EXISTING OFFICE o NEW DINING ROOM I � 9'-0" CEIL. HEIGHT I I N I I N EXISTING LAUNDRY RM. I I I I I (2) 1-3/4"x11-3/4" LVL HEADER I ( I I i REMOVE EXIST. WINDOW I L OF AR - - - CH TOP WINDOW ABOVE & REPAIR WALL W - - - - - - � - - - - - - - - - - - - O,r - - - - -- - - - - - - - - - - - - - - — - - - - - - - - -- \ 4X POST CATH. CEIL. 4X4 POSTL2 / \ \ / 1.. 1.. 1.. \ \ / EXISTING DINING ROOM EXISTING KITCHEN O O O EXISTING BATHRM. \\ EXISTING BEDRM. #1 i EXISTING BEDROOM #2 Lj L�- N I / /EXISTING TWO CAR GARAGE/// EXISTING GARAGE/STORAGE / EXISTING LIVING ROOM \\\ — W EXISPN/G BEDROOM #3 I I O co O rn X / I WINDOW SCHEDULE TYPE NOTES _ OANDERSON E SERIES ABPAT 16080 I 15'-10-3/4'x8'-0-1/2" RO WHITE W/ SCREENS AlL -T ANDERSON 400 SERIES G64 WHITE W/ SCREENS \ © 6'-O"x 4'-0" RO ANDERSON 400 SERIES G64 WHITE W/ SCREENS 6'-O"x 4'-0" RO A�2 ANDERSON E SERIES APAT 4080 4'-2-1/2"x8'-0-1/2" RO FIXED �/ - - - - - - - �/ — \ \ �I - - - - - - - - - - - - - - - - - - - - - - -7- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -� - - - - — - - - - - - - - - - - - - - - - - - - - - EXISTING FRONT PORCH \\ FIRST FLOOR PLAN � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - �I NOTE: 83'-32" 15'-14" CONFIRM MAKE AND MODEL OF ALL WINDOWS & DOORS WITH OWNER PRIOR TO PLACING ORDER. OWNER TO CONFIRM SCREEN CHOICE, HARDWARE CHOICE AND INTERIOR FINISH AND EXTERIOR 8-44 OWNER TO APPROVCOLOR. OWNER OE WINDOW &APPROVE I DOOR NGE LLISTMENT JOAN CHAM BEF PRIOR TO ORDER BEING PLACED NE (631)294-4214 0 FLOOR PLAN PROPOSED ADDITION 1 /4 " _ 1 '- 0 " 5 . 22 . 23 = W 77006 �OFESSIONP X . . 4 I:. Lu`..: Tl...i...:. I _EXIST. ASPHALT/FIBERGLASS SHINGLES �; [ �i`; _— EXIST. ASPHALT/FIBERGLASS SHINGLES t L4 J a .Ik I ❑❑❑❑❑❑ ! ' I ! I , !•I J ,� ! `I 1 L, - - �- - - L. - - -- I 3 -f— ( XI IN i i I I 11 �.I EPDM SYNTHETIC ROOFING ..J _ L ' `� L � :, i !,- � �J,- II .I,_ :✓~ .r _,.I �i :� _ L., •.. _ NEW FLAT ROOF I' _L._,,_._ _ _ .� l �J..!,.. - I _ Ll l 1 _ I. . - I I I [ .1:- i I I NEW ADDITION ' I• - I, f _ I : : r .. !_ _ _ ; : I -_ CIA TO ALIGN --- - - I SOFFIT & S I L. �. �. l J. i." <, t a y T. I I I'. ! <J � .. ,< ... .; I ,< ! . I.. �•, .h:l�, M�..I.. :►'�. ...JL.:._.l. ,ll. ..[i �. < ► 3 . 11 . I t : L. I II . i...l....! I i I I-IJ Ll 1 - - > ❑�❑ I ll ! I. l,^h.1 — I I ' I, J EXI STING EXISTIN A © C I EXI ING is I; ( XISTIN EXISTIN EXI ING ❑ ❑ ll.... ...;<....;'.....: ........:i. !.... .....,. ,.r.._L.. <, ..:,..� :...,.,<.._;....,.. .. 12 .... ,. ,.L.I...}1.:'... . 11.,..;1.... 1...:`.,If..,: L.L_+! L_.L- l -I_ ,J.JL �.� �l_ a� L'_J I .l___ I �� ! LJT� li Jl_' 1. JI L 1 F � .�: . �(�,.;.L..,. , ii- i i I 1 I i' { `I it i :, .. 3 : i 3: :: ,.I.. I is Il j ;l . I`T 3 I I I T 1 :...:J�I`� a.L: I : I' . NEW STAINED CEDAR SHINGLES . .. . . . HIPI -t`` E i I UA TO MATCH EXISTING I I L .J_ J l_ L _ I J I _ 1 1 I I k I � ,; IL.,=. T.;l. .l I I,. I I I I_ �_ L Ll I I _ Ll , _J ;i_ I. z : �.L_�:: :.L. ` l J ' _.L'. •L• � Ala 1 'i1 J � L•- i I _ _ � _..� . T 11. L � �. :�;._ :.I � I:. • �' .:.. � �. J� h'.I I-a ...� _.tl. J ...� — 7 h EXIST. DECK. I .I E I : t 1 I I I ! I ,< I I ..I . I' ! , <J III I ; t : �.I I I I� - L' . .1. � I YI.: 3 : I 3i i ! I .. „ .I .II TA: EXIST. HOT TUB L Ll !,..0 LI ) II i ! L.. .. .' EXISTING f ING EXISTING MASONRY PLANTER I J- - - - - -71 - - - - - - - - - - -I NORTH ELEVATION ( REAR ) PROPOSED ADDITION 1 /4 " = 1 '- 0 " 5 . 2 2 . 2 3 se - U I- i _ICI: i It -- -......_..._..— —.. T_ ❑ - <.Ll: I 1 _J_: �.__ -- � L ❑❑ ❑ L( i i I I <I I li l I ❑❑❑❑❑❑ I . I: ( !IL:. it l i J. _ _ I _I _ it_. JLL 1L _ ��.. ._�I:_ �l l+_ _. _ ���_ — ALJL_:__..JL,I_ L_ J I I .I J! TI i ; I` [:T; TI .[ 1. IJ .I I l. 3 T, I . I! I ! JI - - - - _ - - CV J 1 i T [ J. J ll I 3 i I IV Y I i _ -1 _ '�J� IL- _ , w � v -L a - _ t Y i— TI I I,�. '�I-I JIJ. .. ! -.L--1 L _J;_ .�� I I! : _L� `J : -- O ; _ M - ' ;� - I I II _ , I I I 7 : I l ..I it , .. I. •.I,...,t .:.. .J 1.1 J , :: ' . .. ....I, .!. [:....,....,.`..f`..J(�._.. J..'i. l. . _JL..I. �<..-•:..��.J�'.�.JI.. . I! is 3..... l_ . L. 1 L_ L l _ J 1 _ 11 ;1 t iT ' ;; , ' i I i� I JT i v :1 i .�� i I :I �`l�T �I •.,..1 t I I ' :... : :: ;; : l: ..11 ;_J...:.:...1.... . L.. ..l . II . l L. I _i I iLo i `i is I` , l ;.I I ::...1...... i:. . I.I ' : ..C�. ....�; .... l .II <..I•:..,..;..lJ.. ,.:L..' il. ...., ..`1 ;[.. I :� I,.. 3 . .. i! .i I .__ _J� __--_.I _ ._.�__. ___: _I 1 I_.-- L _-_ ._ I _,_ _ J L._ _, -.__ ._, _.__. _L_ � _L l�L._J,_ I I I I i �1 i ' 1 : J 1. ,i L I _: �, ;. � is T► �. .. . I , l 1.... ;.L ...I::..: f..:. J.ITLi.J. .Tl I IJ. < CD O is I !. I J I< , J . - I .�I l� ,� 1. J l , li 'I Il,i.11 ;1 :. �, ,t _ i i I° I I I : I iCo CD ; IlL �. I I i I� -I L I I J I ' � T� ul I i I -i _ : 3; I I � is - - I _ _ ,: _ < _3 �. IJ � _I -.. � � ,�.J.._._ . .L._. . � � I � � �... L:.u:._.,...J..JJ � � J= <_� _ �"[•1 �.� i 1 !. is it is i I. I I I . _J _.._- _ .-.,_J _ . _ _ _ -._ ...... ._ �._ - - I-- - - - -- -._ _ __ - . �_ `[_..t ..� ,-, '...JL J..___�._ �u `�. -..__ J.�_ �.I .�iJ���J �.-.�.�L�;�..__�.__� 1�. �LL_L 11-L .❑�:i: . 1: i iY i I I I ( I I I I I' i it I i �I I I I. I'LLLI, i �� I J ,I � I.r I , i I 1 ' .... i. .... . . .... .. .. .. , . I . . . ., .<. .L.. ... ..LL. I, ,. I. .( ..! . :_...TL. ,J _ J IL. < � T ,L..,................ _. - --I J J - - - _ I. _. C . � .. � _ �- - __ (_ � _I �_.. ,J. _ _ _. .� ...1.�. _.�.. ..._..._ . .L J...J1. . :1 ..E...� _ .._L.��...i,. `ll'. J ` V J .�: _II :I_�t_ _ _J__ �` L_ L _au J �LI _ L �. It -ILL �� ��� ..<i I I EXTERIOR LI— — -1- - - - - - 1- - - - - - - - - - - J ELEVATIONS NORTH ELEVATION ( REAR ) EXISTING 1 /4 " = 1 '- 0 " 5 . 2 2 . 2 3 OAN CHAMB (631)294-42" Q� 4- L/ O E • �r --_-----.__.-- EXISTII RIDGE & ROOF RAFTERS - NO CHANGES EXISTIII CEILING JOISTS - NO CHANGES --EXIST. ASPHALT/FIBERGLASS SHINGLES---- ---- _-- —EXISTING AFW802 FIXED ARCHTOP WINDOW —.---. ---_.____---.—. NO CHaIIGES TIT AT EXISTIICSLOPED CEILING SLOPE ROOF EPDM ROOFING ON FLAT ROOF ,-1/2" TJ i ALUM. GUTTER Sep IST --- --- - TO DRYWELL VENT SOFFIT 1/2" GYP. BD. @ INTERIOR ADDITION HINGLE SIDING TO MATCH EXIST. YVEK HOUSE WRAP OR EQUIVALENT '/2" CDX PLYWD. SHEATHING FIXED 2X4 @ 16" OC FRAMED WALL EXISTING PANEL 1/2" GYP. BD. @ INTERIOR O R-15 INSULATION TYP. NEV, STAINED CED1,R SHINGLES FIN. FL. TO ALIGN W/ EXIST. � TC ATCH EXISTING 1/2" PLYWD. SUBFLOOR EXISG FINISHED FLOOR & FLOOR FRAMING 9-1/2" TJI 210 FL. JOISTS @ 16" OC R-29 INSULATION EXIST. DECK NO MGES EXIST. DECK JOISTS 2x12 ACQ LEDGER FASTEN TO HOUSE FRAME NEW CRAWLSPACE W/ 3/8"x3-1/2" EPDXY NEW CRAWLSPACE COATED SCREWS @ EXISTING DECK FRAMING N 8" CMU WALLS ON 12" OC TO REMAIN 1 16"x8" POUR. CONC. FTGS. M EXIST!NBISEMENT, FOUNDATION & FRAMING FOUNDATION TO BE HAND-DUG `-, NO CHAG16 2" CONC. SLAB i i O cy) - - - - - - t� L C O / O Ell NJ EAST ELATION EV ( SIDE )) PROPOSED ADDITION 1 /4 TV = 1 '- 0 " 5 . 2 2 . 2 3 SECTIN # 1 PROPOSED ADDITION 1 /4 if = 1 '- 0 " 5 . 2 2 . 2 3 A�4 t SECTION 1 ELEVATION JOAN CHAMBERS (631)294-4214