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Home My WebLink About48445-Z �OS�FFtatKcOG Town of Southold 7/1/2023 a P.O.Box 1179 y 53095 Main Rd y�0 �o� ffiSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44234 Date: 7/1/2023 THIS CERTIFIES that the building AS BUILT ADDITION Location of Property: 90 The Strand,East Marion SCTM#: 473889 Sec/Block/Lot: 21.-5-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/11/2022 pursuant to which Building Permit No., 48445 dated 11/1/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"screened porch to existing single-family dwelling as applied for. The certificate is issued to Grover,Andrew&Mazzarini I1I,Daniel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48445 6/2/2023 PLUMBERS CERTIFICATION DATED A riz ignature t' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48445 Date: 11/1/2022 Permission is hereby granted to: Grover, Andrew 20 5th Ave Apt 5F New York, NY 10011 To: legalize "as built" screened porch to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 90 The Strand, East Marion SCTM #473889 Sec/Block/Lot# 21.-5-8 Pursuant to application dated 8/11/2022, and approved by the Building Inspector. To expire on 5/2/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $659.20 CO-ADDITION TO DWELLING $50.00 Total: $709.20 Building Inspector pF SOUT�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviin(D-town.southold.ny.us Southold,NY 11971-0959 Q�ycOUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mazzarinni Address: 90 The Strand city,East Marion St: zip: 11939 Building Permit#: 48445 Section: 21 Block: 5 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: REP Electric LLC Electrician: Robert E Paladino License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Back Deck Inspector Signature: Date: 2, Z,0Z3 90 the strand Q u��hoy��OF SOUTy�� - - - -- - - - - - TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] ULATION/CAULKIN [ ] FRAMING /STRAPPING [ FINAL/cr,whoe�42i� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL C REMARKS: .1. L wv1 4 S pr` PcI,I rovkj_� � 5 r DATE ANSPECTOR OE SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/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: v DATE INSPECTOR q4F SOGIy�� C1 l I l (�J # # TOWN SOUTH0LD BUILDING DEPT. `ycourm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 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 [ ]/JRENTAL REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ►o FOUNDATION (1ST) 3 -------------------------------------- FOUNDATION (2ND) O y ROUGH FRAMING& 1 PLUMBING c ^ r INSULATION PER N.Y. y STATE ENERGY CODE If I/Wi S A'l FINAL ADDITI NAL COMMENTS 5Z ?.3 - c !o y 0 Z m � O x d b y f`'SSUFfotk�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtgwnny.gov Date Received APPLICATION FOR BUILDING PERMIT � � �I � I For Office Use Only n PERMIT NO. Building Inspector: Au ;_.Applications and_formsimust be_fill'ed out,in their:entirety..lncorinplete::. BV`i-��SOS t�T.' applications will no#be accepted. Where the Applicant is not the owner,an TOW Owner's Authorization form(Page 2)shall be completed: Date:7,14.22 OWNEWS !OF PROPERTY Name:Mazzarini-Grover SCTM#1000-21-05-08 Project Address:90 The Strand East Marion Phone#:412.779.3993 Email:dan@badmdesign.com MailingAddress:90 The,Strand, East Marion, NY 11939 CONTACT PERSON:; _ Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Pho11 ne#:631-294,4241.._...__............ .. Email:joanchambers10@.gmail.com `DESIGN,PROFESSIONAL',INFORMATION: Name:James Deerkoski Mailinjg ddress:260 Deer Drive Mattituck, New York 11952 Phone#:631-774-7355 Email:631-774-7355 CONTRACTOR;INFORMATION: , Name:Man.hlattan Design and,Build Mailing Address:45805 Main Road, Southold NY,.1.1.971 _ .,._.... . ...._._._._....,.. _. . ...._. Phone#:631-445_-1461 Email:newenglandbarns@aol.com DESCRIPTION.OF.PROPOSED.CONSTRUCTION . ❑New Structure BAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $40,0013.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:resldence ,_ Intended use of property:'re_s_.lden.ce Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes IN No IF YES, PROVIDE A COPY. 0 Check Box After Reading: .The ownei/contractor/design.professional is responsible for all drainage and storm'water issues,'as provided'by Chapter 236 of the Town.Code.AP,PUCATION 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,alteratlons 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 admin 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 INAuthorized Agent ❑Owner Signature of Applicant: Date: 7.14.22 STATE OF NEW YORK) SS: COUNTY OF SA01K ) b / being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the &6i5-i\fT (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 ofA20 2.2- 4AMU S. Notary Pub �aWTRA Y L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2_C910 l� Dan Mazzarini residing at 90 The Strand, East Marion NY 11939 do hereby authorize Joan Chambers to apply on my behalf to the Town of Southold Building Department for approval as described herein. 7.18.22 Owner' i nature Date Dan Mazzarini Print Owner's Name 2 Thy . 51-61 kw$l EPARTIVIENT- Electrical Inspector . iiiaa TOWN OF SOUTHOLD ws mall x - 54375 Main Road - PO Box 1179 t�UId,DINGl7EPT. Sou old, New York 11971-0959 AWN®F"p ne (631) 765-1802 - FAX (631) 765-9502 ro«err _seutholdtewnny.gev — seand(&,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: REP Electric LLC Electrician's Name: Robert E Paladino License No.: 46288-ME Elec. email:REPeiectricl @gmail.com Elec. Phone No: 631-767-6034 ®I request an email copy of Certificate of Compliance Elec. Address.: PO Box 635 Mattituck, Ny 11952 JOB SITE INFORMATION (All Information Required) Name: ,�,✓/ Address: S Cross Street: Z Phone No.: ( p Bldg.Permit#: <��y email Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Z + 5�')/ 4 Square Footage: Circle All That Apply: Is job ready for inspection?: S M NO 0 Rough In E] Final Do you need a Temp Certificate?: YES l�J NO Issued On Temp Information: (All information required) Service Slze❑1 Ph F]3 Ph Size: A # Meters Old Meter# []New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect[]UndergroundOverhead # Underground Lateralsf_71 2 H Frame,f] Pole Work done on Service? Y N Additional Information: � , � � PAYMENT DUE WITH APPL.ICATI®N 513 L I EPARTIVIENT- Electrical Inspector TOWN OF SOUTHOLD IUlt;l °)[I° `a own all x - 54375 Main Road - PO Sox 1179 8Ul91{�t��EPT. Sou old, New York 11971-0959 T'0WW0F A�h9ne (631) 765-1802 - FAX (631) 765-9502 rogerrka)southoldtownny.gov - seand(cJsoutholdtownny.elov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN ORMATION (AII Information Required) Date: Company Name: REP Electric LLC Electrician's Name: Robert E Paladino License No.: 46288-ME Elec. email: REPelectric1 @gmail.com Elec. Phone No: 631-767-6034 ®1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 635 Mattituck, Ny 11952 JOE SITE INFORMATION (All Information Required) Name: ,✓o✓J Address: �j d i� P ,�aQ ��✓ oG,-7 S 4- l . Cross Street: Phone No.:�(� 3 l 7� 7 Bldg.Permit : <��j�/� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: L'.J S NO [:]Rough In Final Do you need a Temp Certificate?: YES IV 1 NO Issued On _.. Temp Information: (All information required) Service Size❑1 Ph[--]3 Ph Size: A # Meters Old Meter# � []NewServiceDFire Reconnect[]Flood Rsconnect[]Service Reconnect[]Underground[:]Overhead # Underground Laterals 1 a2, H Frame D.Pole Work done on Service? Y" N Additional Information: j < PAYMENT DUE WITH APPLICATION, v I� PERMIT P Address: Switches I 1 Outlets I GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer �,C AH Hood Service Amps Have Usec >pecial: :omments Concerning: Mazzarini/Grover residence 90 The Strand East Marion SCTM# 1000-21-05-08 8.11 .22 Attached is an application and four sets of plans for the above named residence. Please be aware that there is an open permit on this project but the proposed deck has been replaced with a screened porch as reflected on the attached plans. There is a stop work order on this project. Perhaps these plans should be considered as a revision to the existing plans but I have included an application in case it is otherwise. Thank-you, Joan Chambers Concerning: 90 The Strand East Marion Mazzarini Residence 10.12.22 Amanda, Attached are four certified copies of an accurate Site Plan as you requested in your email dated September 27, 2022. Thank-you, Joan Chambers � I� i� I� ►I 1U� _ OCT 1 3 2022 ILD+ SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-21-05-08 SCALE. 1'=30' MAY 21, 2018 DECEMBER 6, 2019 SEP]FEMBER 1, 2020 (LOT COVERAGE) DECEMBER 21, 2020 JANUARY 19, 2021 (BUILDING ADDITIONS) OT 139 LOT COVERAGE DWELLING <DWELLING AREA LANDWARD OF CML LINE=21,864 PUBLIC WATER oUSEc 1,439 sq.ft S55'36'16"E C ry STDOP 34 sq.ft p 119.94' PO COVERED DECK 138 sq.IL STACKED °��, S55"32'46"E PROSED 232.13' DECK 350 sq.ik Z 4'WIDE 4.4'HIGH r-i RI, 1 r r I�r r :.>° c� v1 1 Sq.f< I I' I I I'! �/ / / / \164.1' +51.2' 0 ADDITION CMF 1,961/21,864—9.OX iI I e0 u0 LLI I -1111111 I1/I f l !f ll/1 14 o 77 w 1u S m 1 11.0' 2.9' a I 1 \ ,�� sor.OF 1. 1111111 1!l l 1 l l l l l/!!/ ' TDP 0 / 5 m fa 1 l I \ ��40•�` J� LOT COVERAGE (q Z_ n ,/r 1/r, ( T 4 26.1' \ BLUFF I I f!I I I I!l l l!l l/1 /I l! OF r o 53.4• 13.7' \ PROPOSED W J I II / PROPOSED 1 1\ p I I,I I I 1111 I I I I/!/ /I I If BLUFF 1 ru �z� ADDITION 1 \ Be CRs +41.3 \ 0•� EX HOUSE 1,439 s R, Q I 1.1 I I I I I I I I I I r,W000 I I I I z� 20 R o \ \ \ q' ' I (I1111 I'., 'UwDINc I I .a' o� \ ADD177ONS 654 sq.ft Z � w 1 {IIIII IIILANDING ,s' woOD / EN1Z LOT 138 RDECK ww \\ \\ \\ POOL 800 sq.ft Q I— I STAIRS I a.o 1 I If LANDING/ 1 0= + .9' _ — m o \ \ � \ COVERED DECK 201 sq.R OD �.) I 1`m �o N z n< \ °H +42.9 t9 DECKS 784 sq.It A O-C-4 I ..-- 1 1 14 1 11 n S•i= +53.0' PROPOSED _ o N 1 srEPs \ \ mar `\ 0 V/ .�1 woOD I 111 I uNDINc 1 1 1 1 1 1 11 a 3 o a = w 1 1 y \ \ Q 5876 9Q.R U N LANDING 1 I P1.. O w W _ I I I WDDD TINKER I 1 1 I I I I I // LLLn 0 Y Il \ \ \ GENEIR OF FLA LE IN \ BB WATER 3,878121,864'm 17.7x �" I 1 R Z N BwFf 1 1 1 1 1 1 1 1 II I I l l l l l l l l j j�TOP 1 Q P DECK U w ; \\ \\RASS SL1FID 'N CGRe NENR\ �. ]FST HOLE DATA Z I I 1 111111111111 I l l 1111 I I I I! OF r I l l l l l l l l l l l l i l l l l 1 w rt$ °;, 1 coNc./STONE ge MGDONALD GE0.SGENCE 0 STACKED SANDBAGS. I IIIIIIII I I I I l i l l l l l l l l�.BLUFF� Jl — +546' 4,6• Id 14.8' I ftEfAINING\WPi1 \ \ \ 11/20/2020 - J 4'WIDE 4.5'HIGN I Ill 1 I I I 1 1 I I 1\G, i �,1�� '� o SER �n AG io EL 00.0' DARK BROWN LOAM OL 9 p 1 I I 1 I I i I W I 1\ \SMF \\ . �\ $ No 0 0 c FEWft. 1 \ \ \ �" EL 41.5' o.s i , „ D.41Y N54-38'15"W 238.2\8' \ ti� \\ `� O PUBLIC WATER BROWN CLATEY N 55'21 30 W �. T \\ Qpn(S1,'S O 4 SAND SC 1 01.25' �i 07, cMF cy^o f V r ZZV \\ 8 BROWN SANDY CLAY CL DWELLING AZ .0 J` �V P \ BROWN SILTY AND CLAYEY PUBLIC WATER SAND WITH GRAVEL SM&SC EL 43.0' 29' VACANT BROWN FINE TO MEDIUM SAND SP NOTE.• NO WATER ENCOUNTERED DWELLING \ ELEVATIONS REFERENCED TO NAVO 88 PUBLIC WATER ALL PROPERTIES WITHIN 150'ON PUBLIC WATER \ KEY DWEWNG \ PUBLIC WATER Q = REBAR ® = WELL = STAKE = TEST HOLE • =PIPE CERTIFIED TO.- 0 =MONUMENT DANIEL JOSEPH MAZZARINI 111 \\ = WETLAND FLAG ANDREW JOHN GROVER = UnUTY POLE FIRST AMERICAN TITLE INSURANCE COMPANY Sao=STACKED SANDBAGS WELLS FARGO, NA CEHL — FROM COASTAL EROSION HAZARD AREA MAPS _ ELEVATIONS REFERANCED TO NAVD 88 LOT NUMBERS ARE REFERENCED TO PEBBLE BEACH FARMS'FILED IN THE OFFICE OF AREA= 29,816 SO. FT. N.Y.S. UC. NO. 49618 SUFFOLK COUNTY CLERK ON JUNE 11, 1975 AS MAP NO. 6266 PECONIC SURVEYORS, P.C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA TroN OF SECTION 7209OF THE NEW YORK, TO TIE LINE (631) 765-5020 FAX(631) 765-1797 STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVI90N 2. ALL CERTIFICATIONS HEREON P.O. BOX 909 ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE 1230 TRAVELER S7REET fj IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 1v-125 S55'036tl ! VA E - 232. 1 '11 : - ' 46 '2E � -- -- - - -- __._..., __— ------------- ------- --- - UE, SUITE 1101 _. Cq ` 307 SEVENTH AVENUE, NEW YORK, NY 10001 ■ 1 0 CID � TOP � 2 I 0 • D-40 - 1 0 ALL STAIRS AND LANDIN.S ARE EXISTING f OF` .,.• BLUFF F ' D 1 WDIN�`a f 1 I I I PROPOSED I S EXIST E I ENO 1 � M ( [�� " R ' 124'-6" I I I I I I SCREENED 1 V WOOD � 6 5 � PORCH I PROPO D C ANGES 1 LA'l�lC ING 4.4 � Q�T� 13 20� 22 UJ STAIIRS-,, I i +■r= .� SWIMMING POOL- Tn. 3? Irr. +�00 D y o: j I I UNDER SEPARATE I � 1 � „ �, PERMIT I T� �... - I , 1 /0"N TONN'N OF S0!JTTT 07,D WOOD �; LANDING � 0 1 I I r- � I EXISTING EXISTING RESIDENCE-NO 1 Z ■�� DING iC1 M _� - DECK PROPOSED C NGEda WOOD 11MBER 1 C� .� 1 RETS WA1,.l. 1 s „ y I L 05 Ly 1 1 1 • _CMF F 03 iN55*21 ' 30" W 8. 28 0.4v ' uj Aj . 10 1, 2 5' tK 0.9 ..w.n Si aro u,..Ff......wt♦xi+nw r,.. ,aa....a. 4xwk :A 3 � 7'7 f ' .. '.. .- ..i .,.. ..'.ee asp... _ v. u:✓.: .,.... _ _ 1 s Z 42'-102" Lu 0) Q M 2 00 .w � � D-40 ujW r • z W 17'-6.. O �0// W LJ. APR VEDAS N01 -"D EQ.B. EQ.B. EQ.B. Q DATE: .p�.('.# - ~ 2 FEE: C__ ^,Y: — — — — — — — — — — — — — — — CD _ —1 - - - - - - - - -- 0 NOTIFY BUILDI'dU �E:F,�;-'�'T�1ENT AT — — — — — � (/) 765-1802 8 AM TO � Pi.' FOR THE I F — — — — — — — I D Q Q � I I m FOLLOWING li'JSPL C :'d I I ¢ I I N w II 1. FOUNDAT.CN - T�1`C.` F,rQU{RED � i I � N Q FOR PGUREn C��N�:'.� ;FTE: 2. ROUGH - FRA{J!G;G & PLI:Vr3:NG 3. INSULATION All exterior lighting; I I 4. FINAL - CON 1s TF� r^'7• MUST installed, replaced or I I I � ., BE COMPLE i I ( '.0. repaired shall conform I ( I I I PROPOSED ALL CONSTRUCTK' SHALL MEET THE to Chapter 172 1 o a I � EXISTI RESIDE REQUIREMENTS OF Tf{E CODES OF NEW I I I I D-40 6' W I S PORCH D I PRO SED CHANGE YORK STATE. NOT RESPONSIBLE FC�i� of the Town Code I I DESIGN OR CONSTRUCTION ERRORS. I fi I � x I I I I Q I COMPLY WITH ALLUUsJE-•.. 1, I I J•,. NEW YORK STATE ,x TO41'" �;:: - I I L" 9, 44 I I ' THESE DRAWINGS AND SPECIFICATIONS ARE THE — — — — — — — — PROPERTY AND COPYRIGHT OF ARCHITECT AND _ _ + SHALL NOT BE USED ON ANY OTHER WORK EXCEPT AS REQUIRED AND — — ^ + ' ^ ••n: I I I I BY WRITTEN AGREEMENT WITH ARCHITECT.DO NOT SCALE BLUEPRINTS. i SWIMMING POOL- UNDER SEPARATE � � DATE: "U i EES I I PERMIT I 6'-0" I i I I I I I # I I I I ':OCCUPANCY OR REVISION DATE o USE IS UNLAWFUL I I — _ _ J I EXISTING EXISTING RESIDENCE-NO DECK PROPOSED CHANGES 'NITHOUT CERTIFICAT{ F OCCUPANCY ► I III F I I 1 1 1 I I RETAIN STORM WATER RUNOFF I I - PURSUANT TO CHAPTER 236 � I ► I I � �i �, OF THEo TOWN CODE. I I I I I I I L - - - - - - - - - PROPOSED F NEW �- - — — — — — — — — — — — — — — —i � ��.:�LL . o.�r.. .�� -� � �� EFR�o,�� SCREENED r--LEC g�� 171 PORCH PROPOSED SCREENED PORCH 2�F do o oe DD 2 OA 07� SCALE: 3/16" = 1'-0" 7amE... ID =400 z'` MAZZARINI -GROVER RESIDENCE 90 THE STRAND EAST MARION , NY EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000- 21 -05-08 ATTACHED SCREENED PORCH %i GENERAL NOTES 1. All work shall conform to the requirements of the 2020 Building Code of N.Y. State, County and Town Department Regulations, Utility Company requirements and best trade practises. 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required 2X12 RIDGE W/ i ------ --- - -- permits. -17'-8"---_.___--___________-____. .._ __-_ ,j sTRAPPwG 3. The Contractor shall visit the site and verify all dimensions and the existing o conditions affecting the work prior to construction. Any discrepancies which would �'-0" '-8" 6'-0" / interfere with the satisfactory completetion of the work described herein shall be 8'-8"— - -r ---- --8'-8"- reported to the architect or property owner. Do not start work until such conditions ASPHALT/FIBERGLASS SHINGLES have been examined and a course of action mutual) reed upon. Failure to notify ROOFING FELT Y a 9 p Y 1/2" CDX PLYWD the owner or architect of unsatisfactoryconditions will be construed as an acceptance x „ RS p 2 8 @ 16 OC ROOF RAFTERS 2X6 @ 48" OC COLLAR TIES of the conditions to properly perform the required work. � - - -- — — FINISH CEILING W/ 1X6 AZEK T&G—_ L — — — — — — — — — — — — — — — 12 4. All work is to conform to the drawings and specifications of the architect and % a� engineer consultants. (2) 2X"10 ACQ FLUSH RDER ANCHORED TO 4X4 ACQ I 8X8 WOOD POSTS STRAPPED TO GIRDER TYP. — — 5. The Contractor IS to maintain a complete and up to date set of plans on the POSTS W/ SIMPSON LPP POST CAPS OR EQUIVALENT. (3) 2X10 BEAMS ANCHORED TO 8X8 POSTS. 4X4 POSTS ARE ANCHORED TO 12" DIA. CONC. PIERS W/ I / Job site at all times I ) SIMPSON PPBZ POST BASE OR EQUIVALENT. I o I (3) 2X10 BEAMS ANCHORED TO 8X8 POSTS 6. The drawings CONC. PIERS ARE TO MIN. 36" BELOW FINISHED GRADE. W' are not to be scaled under any circumstances. ' I ' 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures x I I I including storage and toilet faciIities,protection of existing work to remain,access to o ( ! ( I I work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the L / I work in a careful and orderly manner with the least possible disturbance to the public. 2X10 DECK JOISTS @ 16" OC FASTENED TO GIRDEhS W/ HURRICANE CLIPS & z I.w p w SCREENED PANELS BETWEEN 8X8 STRUCTURAL POSTS I I 8. The Contractor shall make the neccesary arrangements to utilities and services FASTENED TO GIRDE W/ TECOS. p U• v temporarily disconnected While a it I.0 I va ° w I I 9. pThe Contractor shall provide performing dimensions oand cut-outs rk as ldfor other trades. 12' DIA. CONC. PIERS ARE ON 18" DIA.x24" LLU V) j U m � POUR. CONC. FTGS. TYP. LL,U I w I w Q a w �n I I ~ m� I 10. The Contractor shall provide proper shoring and bracing for all remaining structure / / 0 Z co ¢ o u) 2x12 RIDGE z I prior to removal of existing structure. oO I O Ir r w _ RAILING TO CODE / 1 — — — — ,l Qom— — — — — — — — — — — — — — — — 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed i I persons who shall arrange for and obtain all required inspections.The General = (2) 2X10 ACQ ON P GIRDER ANCHORED To 4x4 ACQ o� ;w I 0 3 w i Contractor shall be responsible for scheduling all other inspections as required. POSTS 1N/ SIMPSON LPG POST CAPS OR EQUIVALENT. z� I � I o� U O O 4X4 POSTS ARE ANCHORED TO 12" DIA. CONC. PIERS W/ SIMPSON PPBZ POST BASE OR EQUIVALENT. UJ z X ¢ 0 z (2) 2X10 ACQ FLUSH GIRDER ANCHORED TO 4X4 ACQ 12. The Contractor Is solely responsible for construction safety and shall hold the CONC. PIERS ARE TO IN. 36" BELOW FINISHED GRADE. Qw I I x POSTS W/ SIMPSON LPC POST CAPS OR EQUIVALENT. LL w 4X4 POSTS ARE ANCHORED TO 12" DIA. CONC. PIERS W/ Owner and architect harmless from litigation arising Out of the Contractor's failure to Ir U I SIMPSON PPBZ POST BASE OR EQUIVALENT. w� 5/4x6 WOOD DECKING CONC. PIERS ARE TO MIN. 36" BELOW FINISHED GRADE. , provide construction safety means and methods. j I o� I I 12" DIA. CONC. PIERS ARE ON 18" DIA.x24" �> --_-- -- -- L I POUR. CONC. FTGS. TYP. CONSTRUCTION NOTES I I I• I UU a} i ji No Nw 1. All footings shall rest on undisturbed soil at a minimum of 36 below fin. grade. 8X8 WOOD POSTS STRAPPED TO GIRDER TYP. 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. FLUSH IRDER TYP. I." I (3) 2X10 BEAMS ANCHORED TO 8X8 POSTS. ;. 3. SIII plates shall be preserved, treated wood and be installed above a 16 oz. _ I Icopper termite sheild. 77 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance Ll 11 with the New York State Building Code and manufacturers specifications. 6. Unless otherwise noted all framing and structural wood components shall be EXISTING DECK / SECTION 7. All#2 or better Douglas Fir. framing techniques q and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy 1 1 Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and between the top story and roof space. 10. Protective panels shall be provided for glazed openings in accordance with NYS code R301.2.1.2 if they are required. 11. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. I GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps1 WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED fTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot) LIVE USE LOAD . 1� --- ----- - - --- _ __ Attics with limited storage9.h 20 ---_ -- - �� Attics without storageb 10 O � =_------ - ------- - _ -.- - ------ -- - -_--- -_ - Deckse 40 1X12 CEDAR SIDING — -_-----— - - _ -- — — -- — ------ — -- --- - TO MATCH HOUSE — ----