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�o��,UEFQj,I•c�� Town of Southold 12/21/2016 3 P.O.Box 1179 a - r53095 Main Rd �•�y�lSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38721 Date: 12/21/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 100 Park Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-7-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/14/2016 pursuant to which Building Permit No. 40946 dated 8/31/2016 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: ONE-FAMILY DWELLING WITH REAR COVERED PORCH, FRONT AND SIDE COVERED ENTRIES, ATTACHED GARAGE AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to 100 Park Avenue Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0069 12-09-2016 ELECTRICAL CERTIFICATE NO. 40946 12-07-2016 PLUMBERS CERTIFICATION DATED 12-07-2016 Cam eon Plumbing Vho d Signature �S�FFn TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �fi� 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#: 40946 Date: 8/31/2016 Permission is hereby granted to: Wickham, Jay Airway Dr Mattituck, NY 11952 To: construct new single-family dwelling as applied for per SCHD & Trustees. At premises located at: 100 Park Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-7-3 Pursuant to application dated 7/14/2016 and approved by the Building Inspector. To expire on 3/2/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,970.00 CO -NEW DWELLING $50.00 Total: $3,020.00 B n I ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: AVA& Ave- House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 7 Lot Subdivision �j Filed Map. Permit No. Vo [ Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: _tjf14- Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � Appl aci nt Signature ho��pF SOl1l�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road cos Fax(631)765-9502 P.O.Box 1179 �� roger.riche rt(a-D-town.soLitho Id.ny.us Southold,NY 11971-0959 ®IycDUiVTy,� ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pawlowski (100 Park Ave Corporation) Address: 100 Park Avenue City: Mattituck St: New York Zip: 11952 Budding Permit#: 40946&40947 Section: 123 Block: 7 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric License No: 4253-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300A Heat GAS Duplec Recpt 70 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 13 Wall Fixtures 11 Smoke Detectors 4 Main Panel 2-150) A/C Condenser 3 Single Recpt Recessed Fixtures 119 CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesP:5 Dryer Recpt 30A Emergency Fixtures Time Clocks 2-150 Disconnect Switches 9 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3- Combination Smoke/ CO Detectors, Oven -50A, 1- 2.9 KW Steam Unit, 1- GFCI Circuit Breaker, 15 ARC Fault Circuit Breakers, Driveway Gate, 20 KW Notes: Standby Generator with Auto Transfer Switch, 4- Exhaust Fans. 40947 - Inground Swimming Pool to Include, Bonding, Pool Lights, Pool Cover Motor, 1- Time Clock, 1- Pump, 2- GFCI Circuit Breakers. Inspector Signature: Date: December 7, 2016 0-Cert Electrical Compliance FormAs a. ��W SOUT,yol _ 1 R. a Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �yCdUNiN;��� BUILDING DEPA.RTIVIENT + TOWN OF SOUTHOLD D z DEC 113' 2016 /7 j BUILDING DEPT. TOWNOFSOUTHOLD CERTIFICATION lute•_ Building Permit No. 0 �� Owner: (Please print) Plumber• (Please print) I certify that the solder used in the water supply system contains less than VIO of I% lead. lumbers Signature) Sworn to before me this y f 20 Notary.Public, . County ANGEL R MACEIRA II Nota y Public-State of New York N0. 01 MA6254686 Qualified in Suffolk County a My Commission ExpiresCLZa-a" J rjf SOOTyolo �ycOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FO DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: ® ",O l � A&�, �kl kl� k6hrx-' DATE �� ` INSPECTOR TOWN OF SOUTHOLD -BUILDING DEPT. 765-1802 - INSPECTION - FOUNDATION IST [ vrROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ RAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ 1--rFIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ /] ELECTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: cehA VA W_ _�_ w*EL;TL C&A Ko o e DATE INSPECTOR laf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR- OF SOUlyO o q 46, courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [f ELECTRICAL (FINAL) REMARKS: DATE 7 /G INSPECTOR ` �OE SOUjy�� (� 00V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C W CAW, e DATE INSPECTOR �pESOUTH G • O cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI AL (FINAL) i� REMARKS: ' DATE I N INSPECTOR SOUTyo coUM TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PL13G. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ROUGH) [ ] ELECTRI L (FINAL) REMARKS: ("A -11 DATE INSPECTO ROCKET INSULATION & COATINGS M. 65B AIR PARK DRIVE RONKONKOMA, NY 11779 , P: 6317509075 F: 6317509076 www.RocketSprayFoam.com rocketlnsulation@gmail.com INSULATION & COATINGS DDInsulation ate � DEC - 6 2016 This Form must be filled out and posted to comply with building code requirements. BUILDWG DEPT. The following products have been installed in accordance to manufpqWjqrbR3Qi3tgtML4y a qualified installer. Fiberglas's Insulation manufactured by: Owens Corning/Certainteed Foam spray polyurethane manufactured by: Lapolla Industries Area Insulated Thickness/Aged R-Value** ROOF RAFTERS 10" NOMINAL OPEN CELL FOAM R38 FLX 2X6 EXTERIOR WALLS R21X15 KRAFT FIBERGLASS RIM JOISTS 2" NOMINAL CLOSED CELL FOAM R13 GARAGE ROOF RAFTERS 10" NOMINAL OPEN CELL FOAM R30- GARAGE EXTERIOR WALLS R19X15 KRAFT FIBERGLASS AIR SEAL SEAL ALL PLYWOOD SEAMS BASEMENT CEILING R30X16 KRAFT FIBERGLASS WITH TIGERS TEETH SUPPORTS FIRECAULK ALL PENETRATIONS AS PER CODE DOORS&WINDOWS LOW RISE FOAM - r "Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address: 100 Park Ave Mattituck Date of Installation: 10/31/2016 Building Contractor: Paul Pawlowski Installed By: Rocket Insulation and Coatings Inc -Post Near Electric Panel- FIELD INSPECTION REPORT7DATE COMMENTS YiWTId"lC�'1 li FOUNDATION(1ST) pr 6 -------------------------------------- FOUNDATION (2ND) z fY I r ROUGH FRAMING& PLUMBING 1 r INSULATION PER N.Y. y STATE ENERGY CODE I ( l fS v► �1c vv S 0 Iv d � 1S FINAL ADDITIONAL COMMENTS S &wvtu r Z WOWm � Z � x � d y 9 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: 631 765-9502 Surve ✓ SoutholdTown.NorthFork.net PERMIT NO. (LJ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application � I Flood Permit Examined ,20 / ti's Single&Separate / Storm-Water Assessment Form Contact: Approved '21& Mail to: A6 /W/"qw`c Disapproved a/c Phone: Expiration ,20 B 'ng Inspector D CDPPLICATION FOR BUILDING PERMIT JUL 14 2016 Date , 20 INSTRUCTIONS BUILDING DEPT. a.. completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or 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 for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) /l'5 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 6��_Z � Name of owner of premises�v�. �igztl� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. /�2",daa Plumbers License No. Electricians License No. 11 'r Z ' - )"4` ,Qther,Trade s'License,wo. Nl 1.''L''66ati'ori-6-"f 1'aiid`ori which_ proposed work will be done: House Number Street flamlet County Tax Map No. 1000 Section 2 BlockLot J Subdivision Filed Map No. Lot 2. State existing use,and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 52&4�� 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal- Demolition Other Work (Description) 4. Estimated Cost � e196 , Fee —� (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and e t eac use. /f L2 ries 7. Dimensions ofd structures, if any: Front � Rear Depth 7Z Height ?.D Number of Stories /,-57-- Dimensions ,-5'_Dimensions of sast cture with alterations or additions: Front Rear Depth Height Number of j r e =I 1 N_ � 8. Dimensions of entire ne nstruction: Front Rear. Depth Height ' Number of Storiesg4J ; • ;Ij U .. a / 9. Size of lot: Front 4P0 Rear / 2 C9 Depth 10. Date of Purchase �Al xr- 2D/lam, Name of Former Owner¢-t/ /fJ'GG� "'10+�'���°m 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO �Will excess fill be removed from premises? YES N 14. Names of Owner of premises� �L � Address Phone No. Name of Architect 4�29e— Address Phone Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQU RED. b. Is this property within 300 feet of a tidal wetland? * YES . ' NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. /e ,7- ,v© 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFSAlk SS: &'L ���-��i being duly sworn, deposes and,says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the d-yje 2 (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 knowledge and belief; and that A ,6 L'iRNER performed in the manner set forth in the application filed therewith. NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Sworn to before me this QUALIFIED IN SUFFOLK COUNTY th day of 20� COMMISSION EXPIRES JUNE 30,?6/� � � ' NotaryPubffb Signature of Applicant ' r':,�`1iifi•i�ir� •i• �• -" , ti rr LL r�i4♦'r%r - _ `� _ '- •i r`.- '4'i�i'rv�f��; r I •, � 9 . 111.c r Ada � 1tj4 BOARD OF SOUTHOLD TOWN TRUSTEES ar ` •rrjr , SOUTHOLD,NEW YORK all J PERMIT NO. 8833 DATE: JUNE 22, 2016 7 ISSUED TO: 100 PARK AVENUE CORP. �1°11 - ►►1P,• i' PROPERTY ADDRESS: 100 PARK AVENUE, MATTITUCK SCTM# 1000-123-7-3 AUTHORIZATION ' S i Pursuant 'to the provisions of Chapter 275 of'& Town Code of the Town,of Southold •arid in "y accordance with the Resolution of the-Board of Trustees'adopted at the meeting held on June 22, 2016,and in "consideration of application fee in the sum of$250.00 paid by 100`'Parlc'"nue Coi4.and'subject to the Terms ' "and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the' following: s Y r 'Wetland Permit to construct a§iiigle=family'1-1/2-story 3;350sq.ft.'dwelling`with 1 t` attached garage approximately,106' landward of top of bluff with the installation;of. J � L ;�gutters`.to leaders to'drywells'to eon&a,--roof'runoff;`80'-landwardfroin�to0;6f'bIuff; installa 16'x32' in-ground saltwater"swimming pool; install a 576sq.ft:tiluestone pool rp ,, ;patio•,insta11.4',high pool:fencing around the.proposed,pool,patio; install a,4'x25'Bluff ; 'or f f'e7.J.;•,.:c,. ,•P...i }'';;'- �'st ,..r ,:: > ;a r `d - ,rr: c.. t, ,,.k• ,•: _ �. -'tdri` , ' aircase•for beach access, natural°cedar:wood;;,re-vegetate,approximately ;r "2.500sq:ft. of bluff face using native beach grass; and plant 8' tall arborvitae.trees along the'east and�west;property lilies;_.and as-depicted,on the,survey;prepared,by Pinnacle { ;Land:Surveyors.L'LP;last dated•Junet23,2616;-and stamped appr>ovedmulune'3'0, 2016:• .:. -,-..._ ' --, _,"• _ . _ r;:- .� . ". . -.- ,.. ._ '_. _ . .,. -- ,, r. X11f .. - ' . < -' , . - ' • _ . ri . . - .:,� . , . z, h.o�. f 'IN WITNESS'WHEREOF,&said-Board'ofTiVstee's hereby-causes-its CorporateSeal to be affixed,- _ and these presents to be subscribed by a majority of the said Boa as of this date .` VIFFY[Ir ,. -, - - , c. fir:;• r� �, •tib �•,' ��, cc 11fr � 1 P%P q'PA;' •�„�_+, I �iitz.,. �,, p it,�l�,� v '�.; m,.y„ � ,k�.,�• .T tr. �^ • •� x - ,�� � �� 70 yli ''� r!`, � I�l� +��tr 3' 71/ Irk . � � _ � �i� V��E, -!i'�aAa:_4:� .r• �' r1y r!. . .. i !. !. ar r �' _ �'..♦ :._�.�e:li rXF John M.Bredemeyer III,President ��®F s®�rTown Hall Annex Michael J.Domino,Vice-President �® �Q 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G �® Telephone(631) 765-1892 Charles J.Sanders ®lye, � � ®U , o D DEC - 6 2016 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BUILDING DEPT. OWNCERTIFICATE OF COMPLIANCE �I OF 5® OLD # 1293C Date: November 29, 2016 THIS CERTIFIES that the construction of a single-family 1-1/2 story 3,350sq.ft. dwelling with attached garage approximately 106'-landward of top of bluff with the_installation of gutters to leaders to drywells to contain roof runoff,• 80' landward from top of bluff install a 16'x32' in-ground salt water swimmingpool, install a 576sq.ft.bluestone pool patio; install 4' high pool fencing around the proposed pool patio; install a 4'x25' bluff staircase for beach access using natural cedar wood;re-ve eg tate approximately 2,500sq.ft. of bluff face using native beach grass; and plant 8'tall arborvitae trees along the east and west property lines, At 100 Park Avenue, Mattituck Suffolk County Tax Map#1000-123-7-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated Mqy 23, 2016 pursuant to which Trustees Wetland Permit#8833 Dated June 22,2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a single-family 1-1/2 story 3,350sq.ft. dwelling with attached garage approximately 106' landward of top of bluff with the installation oftug ters to leaders to drywells to contain roof runoff, 80' landward from top of bluff install a 16'x32' in-ground salt water swimmingpool• install a 576sq.ft.bluestone pool atio; install 4' high pool fencing around the proposed pool patio; install a 4'x25' bluff staircase for beach access using natural cedar wood;re-vegetate approximately 2 500sq.ft. of bluff face using native beach grass; and plant 8'tall arborvitae trees along the east and west property lines. The certificate is issued to 100 PARK AVENUE CORP. owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATI Division of Environmental Permits,Region 7 D SUNY @ Stony Brook,50 Circle Road,Stony Brook.NY 11790 JUL 2 2 2016 P:(631)44403651 F:(631)444-0360 C www.dec.ny.gov BUMDING DEPT. TIDAL WETLAND LETTER OF NOW JURISDICTION TOWN OFSOLTMOLD July 19, 2016 Mr. Paul Pawlowski PO Box 783 J U L 2 2 2016 Mattituck, NY 11952 Re: UPA#1-4738-04472/00001 Facility— 100 Park Avenue SCTM#1000-123-7-3 Mattituck(Peconic Bay) Dear Mr. Pawlowski: Based on the information you have submitted, the Department of Environmental Conservation has determined that the portions of the referenced property located landward of the"Top of Bluff' 14 foot NAVD 1988 elevation contour line, as shown on the survey prepared by Pinnacle Land Surveyors LLP last revised 6/20/16, is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit.It is yb&responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sinc rely, Laura J. S vazzo Deputy Permit Administrator cc: C. Dwyer/L.K. McLean Associates BOH-TW File _jwEWvoRK Department of voRTir+m ironment Enval Conservation �0��0�SO�jryD! Town Hall Annex Telep ne 3 54375 Main Road VIE P.O.Box 1179 G ro er.richerto 3.),o o D Southold,NY 1I\10951 �� �OUNTt,� JUL 19 2016 BUILDING DEPAR'T'MENT BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD FOR ELECTRICAL INSPECTION REQUESTED BY: �,, Date: • Company Name: Name: License No.: Address- �f0 Ud ` a Phone No.: JOBSITE INFO TION: (*Indicates required in ation) *Name: �L ®� *Address: ✓ d *Cross Street: ®0 0 `Phone No.: j .- Permit No.: L Tax-Map District: 1000 Section: Z ? Block:_�` Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) =3a 0 wi�P (Please Circle All That Apply) *Is job ready for inspection: YES/� Rough In Final *Do.you need a Temp Certificate: YES! NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Undergroun Number of Meters Change of Service Overhead' Additional Information: PAYMENT DUE WITH APPLICATION 1244h ALW 82-Request for Inspection Form 7.45 b o )D a7 = of sr I TOM Fla]] 54375 Mala Road Telephone(631)763-1802 _�r (631 7�gg542, - P.O.Sox 1179 ro el: ef>&5wn. O _o_IQ.ny us Southold,NY 119714959 ` • I. BUEMING DEPARTWNT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ( -��p� Date: Company Name: — v f? �r2K C i c Name: License No.: Phone No.: (n — JOBSITE INFORMATION: (*Indicates required information) *Name: q --:)Ow Lows t 1-00 Qfi`Y'k tr1UCCIP) *Address: / U p RA- .e *Cross Street GZ(Z Tv o rc *Phone No.: 403( q yr�_ Permit No.: —Tax-Map District: 1000 Section: I Block:: "7 Lot: *BRIEF DESCRIPTION OF WORK(PIase Print Clearly) O -- l,o (Please Circle Ail That APPIY) *Is job ready for inspection: NO. Rough In Final *Do-you need a Temp Certificate: yES NO Temp Information(If needed) *Service Size: 1 Phase 313hase 100 150 200340 350 400 Other *New Service: Re-conn Underground Number of MetersstChange of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION . pjl/bo 824Request for Inspection Form Scott A. Russell ,��°Su�'�� STc LZ,'1\ 1WATEI SUPERVISOR � � MAS.A-G`IEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 �J► Southold],, 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Sout/•�o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) 1 DOES 'TSS PROJECT Ii TVOLATE ANY OF TI-I_E F©LLOW]ING: i (CHECK ALL THAT APPLY) Yes No ;+ � ❑ A. Clearing, grubbing, grading or stripping of land which affects more '! than 5,000 square feet of ground surface. I 1po B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. f' ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square 11 feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes I in-kind replacement of impervious Surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date K County Tax Map Number! Chapter 236 does not appiy to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. Date- LI(ANT (Pmoperiv(honer,Desmon Professmonal,Agent.Contractor Other) ;i� S.C.T.M. 1000 APP t�—__�__-- m "AN iE l Section 61oc Lot ****FOR BUILDING DEPARTMENT-USE-ONLY *** Contact)ntormalmon Reviewed By: - - - - - - - - - - - - - - - - Date: Ii Property Address/Location of Construction `'York: — — — — — — — — — — — — — — — — — �� �� n�I /�_ ,� ��j�. ,�,t/ i�� ��i ❑ ;lppro%-ed for pruceas)ng Building Pernusf. Y(Worward rinwaler Managernent Control Plan Not Requires{. ��' 1! i;! rm�`ater Niananemew Control Plan is Requned. to En«tpeering Deparlment for Revie\%.'s FORM 4 SMC P-TOS MAY 2014 APPLICANT; S,C.T,M, l000 S, CHAPTER 236 (Property Owner, Design Professional,Agent,Contractor,Other) —s— p / - .� a Stormwater Management Control Plan CHECK LIST NAME. � ` l // / Section Blo k Lot z S M C P -Plan Requirements: Provide ONE copy or the Building Permit Application Vii.,y Viini o Date: The applicant must provide a Complete Explanation and/or Reason for not providing 7 all Information that has been Required by the following Checklist! R TeNVI ne Nnn,Ler I A Site Plan drawn to scale Not Less that 60' to the inch MUST= ) If You answered No or NA to any Item, Please Provide Justification Herel chow all of the following items; ' NOI NA If you need additional room for explanations, Please Provide additional Paper a. Location & Description of Property Boundaries b. Total Site Acreage, c. Existing - Natural & Man Made Features within 500 L.F. ' EROSION of the Site Boundary as required by §236-1702). I Shall include r3ut not be limited W d. Test Hole Data Indicating Soli Characteristics&Depth to Ground Water. A well Ma ine e. Limits of Clearing & Area of Proposed Land Disturbance, I Wire Backed f. Existing & Proposed Contours of the Site Unirnurn z intervals) I seeding-of expose g. Location of all existing & proposed structures, roads, i driveways, sidewalks, drainage Improvements & utilities, h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. _ I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s), it 172 �L-- k, Location of proposed Construction Entrance/Staging Area(s), ll I. Location of I•o osed concrete washout area(s), 171. Location of all proposed erosion&sediment control measures, _ 2. Stormwater Management Control Plan must include Calculations showing itnun that the Stormwater Improvements are sized to capture,store,and Infiltrate ' -1560 beferte on-iite the run-off from all impervious surfaces generated by a two(21 inch Contact TOS EnE01110121 ing t'765 rainfall/storm event. bacRfilll, OR Provide Enginewl;'�%ft-1111fleation 3 Details&Sectional Drawings for Stormwater practices are required for approval. that e drainage Items requiring details shall Include but not be limited to: a Erosion & Sedlrrient Controls, b. Construction Entrance & Site Access. _ c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leachinq Structures (e.g. Inflltration basins,swales,etc.) F� 'I I't)li 1:N(;INL:L�:I�.II a )f.:;lUSE ONLY . Additional Information is Required, Reviewed & ® Stormwater Management Control Plan is Not Complete Appi oved By: — — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete, Date z /� I ® SMCP has been approved by the Engineering Department i FORM " SWCP Check List -TOS MAY 2014 50' MIN. BUT SUFFICIENT TO KEEP II SEDIMENT ON SITE z ' m HAY BAIL AND/OR ¢� SILT FENCING Q +I W a � � a I L7 L la LL Lu LLJ (n cn wn Q .ate ,` �,. _ a V1 = Q 4 I.- S p ~`'�� G� C/) o ¢ a¢ Of 0 a N `I .,\ 9 ® w O I Co ONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED 11 3/4'STONE BLEND OR N Y STATE D.0 T APPROVED R.0 A d Z 41 CL ^�, f I FILL T018"(Min)ABOVE EXISTING GRADE FOR DRAINAGE O Im Q �. v , RgI PLAN VIEWbk c cr R O A D EXISTING GRADE CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED U= HAY BAIL AND/OR 3/4'STONE BLEND OR Y STATE D.0 T APPROVED R C A SILT FENCING FILL T01III(Min)ABOVE EXISTING GRADE FOR DRAINAGE M CROSS SECTION Y NEy`0P tt U_IJL,aJJ ol> TEMPORARY CONSTRUCTION ENTRANCE y u o �o v SCALE: NTS W 18'_0..MAX. C.to C. V4 7 El 7 -r' 1`-• �. .-�._.., ;�.-- -'1 i- �' I LL m GRADE LL Llj it PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (6x6 - 10/ 10 WWF) All! Z FILTER CLOTH 0 N SCOP EMBED FILTER CLOTH G�®E MIN. 6" INTO GROUND z r NOTE: MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET SECTION DETAIL SILT FENCE DETAILS SCALE: NTS SOFF cl, - CHAPTER 236 ; DATE STANDARD STORMWATER DETAILS p APPLICANT O tS D r aw i n • SW-01 PHYS CAL ADDRESS :9/17/13 CLEAN SAND SHOULDER AREA TYPICAL EXISTING ASPHALT ROAD SURFACE. GRADE oo : OD poo Qo OD QO Q 00 p D Q CLEAN GRAVEL FILL. ODp 4 O p 0 a FILTER CLOTH ODODO 0 0040 D p p O O = UNEXCAVATED SOIL Q O o0 = Q 0000 p pO�Qv a 00 DD0 0 0 0 0 0 =IIIII 00 8"THICK PRECAST FRENCH DRAIN DETAIL CONCRETE TRAFFIC EXISTING GRASS BEARING SLAB. Scale: NTS SWALE AREA GRASS SHOULDER AREA. TYPICAL CAST IRON INLET GRADE GRATE&FRAME GRADE 11111= ❑®®®® q ® ®® e ®®®®® CLEAN SAND 8 ®®®® GRAVEL 8'DIAMETER x 8'DEEP ®®®® PRECASTCONCRETE ®®® LEACHING RING. 131212 IIIII= ®® _ X111111111 CLEAN SAND&GRAVEL 0 GROUND WATER 2'-0"Min. 8'-0"Dia Typical Section @ Leaching Pools GRASS SWALE DETAIL Scale: NTS moo`°su�otk� CHAPTER 236 DATE �- STANDARD STORMWATER DETAILS APPLICANT o m y�Ol SCT-M # Drawing # : SW-03 PHYSICAL EFFECTIVE:9/17/13 ADDRESS ---- ---- -- - - t. i "► Fidelity National Title INSURANCE SERVICES,LLC ; PLEASE NO TE Any QUESTIONS REGARDING THE EXCEPTIONS raised in the attached report, please contact the Clearance Officer listed below: Clearance: Johnn'sy Hall Email: Johnny.Hall@ffif.com Phone No. ( 631) 727-0600 Fax No. ( 631) 727-0606 For any CUSTOMER SERVICE questions: Status of searches requested to order additional searches or to provide lender and attorney information, please contact: Ellen McDonald Email: emcdonald@fnf.com Phone No. ( 631) 727-0600 Fax No. ( 631) 727-1206 24 Commerce Drive o Riverhead,New York 11901 a (631)727-0600 e Fax: (631) 727-0606 I Fidelity National Title Insurance Services,LLC ESTIMATED Application Date:May 6,2016 Report Date:May 20,2016 Title No.FI6-7404-101508-SUFF APPLICANT: AMOUNT OF INSURANCE: j Van Nostrand&Mai tin,Esqs. FEE: $ TBD Attention:David Desmond,Esq. 4 53 Broadway Amityville,NY 11701 INSURED MORTGAGE: Phone:(631)264-0303 Fax:(631)264-0314 i Email:daviddesmond@optonline.net Sales Rep:NM ' LENDER ATTORNEY: PURCHASER: To be advised OWNER: Certify as found OWNER ATTORNEY: SURVEY INSTRUCTIONS: COMPANY CHARGES: Fee Premium $ TBD Escrow Service Charge-BuyerBorro $ 75.00 PREMISES: 100 Park Avenue Sub-Total $ 75.00 Mattituck,NY 11952 County of Suffolk Municipality of Mattituck Town of Southold Filed Map: No.: PhaseBlock: Unit/Lot: Dist: 1000 Sect: 123.00 Block:07.00 Lot:003.000 SPECIAL INSTRUCTIONS: RECORDING CHARGES:* Est.Recording Charges $ 1,000.00 Sub Total: $ 1,000.00 .Each document to be recorded subject to a$50 service fee. TOTAL CHARGES: $1,075.00 BALANCE DUE: $1,075.00 Please be advised that FNTIC has implemented a rate calculator for your convenience to enable you to calculate your title insurance rates. The website can be accessed at http://nyrates.fntic.com 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727-0600 Fax(631)727-0606 i Date: May 6,2016 Report Date: May 20,2016 Title No: F16-7404-101508-SIJFF Closer: s Applicant: Van Nostrand&Martin,Esqs. Bank: Purchaser: To he advised Bank Attorney: Owner: Certify as found i Seller Attorney: i Premises: 100 Park Avenue Mattituck,NY 11952 Salesperson: Nick Magro County of Suffolk Municipality of Mattituck County: Suffolk Town of Southold Filed Map: No.: Phase/Block: Unit/Lot: Dist: 1000 Sect: 123.00 Block:07.00 Lot;003.000 ype of Insurance: Owner's(Fee)5$0.00 i i i 24 Commerce Drive,Riverhead,NY 11901 Phone(631)727-0600 Fax(631)727-0606 i i Fidelity National Title Insurance Company Commitment for 'Title Insurance Fidelity National Title Insurance Company i A Stock Company I COMMITMENT FOR TITLE INSURANCE Fidelity National Title Insurance Company, a California corporation, herein called the Company, for valuable consideration, hereby corrrmits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or rnor•tgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the prerniurns and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Conunitlnent shall be effective only rnhen the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the lime of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligation hereunder shall cease and terminate within six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs,provided that the failure to issue such policy or policies is not the fault of the Company. IN WITNESS WHEREOF, Fidelity National Title Insurance Company has caused its corporate name and seal to be hereunto affixed and these presents to be signed in facsimile under authority of its by-laws on the date shown in Schedule A. Issued by: Fidelity National Title insurance Company Fidelity National Title Insurance Services, LLC ,,,E„� 6V J` 4� 24 Commerce DrPPO ive '^ pfesidW Riverhead,NY 11901 > SEAL a ATTEST Dated: Socrotary r 'f Certified by: Redated By: FORM 26-083-66(4-1-93) AL rA COMMITMFNT-1966 Title No.: F16-7404-101508-SUFF i i CONDIrTIONS AND STIPULATIONS t i 1. The term "mortgage",when used herein,shall include deed of trust,trust deed, or other security instrument, i i 2, if the Proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the Proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter,the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named Proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or policies committed for in favor of the Proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the Proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. F I Fidelity National 'Title Insurance Company TITLE NO.F16-7404-101508-SUFF Prepared For: David Desmond,Esq. Van Nostrand&Martin,Esqs. 53 Broadway Amityville,NY 11701 Premises: 100 Park Avenue,Mattituck,NY 11952 County: Suffolk Locality/ Municipality: Mattituck District(s): 1000 Sections(s): 123.00 Block(s): 07.00 Lot(s): 003.000 SCHEDULE A 1. Effective 9:OOAM March 31,2016 Redated 9:OOAM Closer's Signature 2. Policy or policies to be issued: (A) ALTA Owner's 2006(With NY Endorsement) Amount of Insurance TBD Proposed Insured:To be advised 3. The estate or interest in the land described or referred to in this commitment and covered herein is: Fee Simple 4. Title to the estate or interest in said land described or referred to in this commitment is at the effective date hereof vested in: Jay P.Wickham Source of Title: Deed made by Spencer H. Wickham dated March 13, 1992, recorded July 24, 1992 in Liber 11507 page 589. 5. The land referred to in this commitment is described as follows: See Schedule A-1 (Description),following. THIS REPORT IS NOT A TITLE INSURANCE POLICY! PLEASE READ IT CAREFULLY.THE REPORT MAY SET FORTH EXCLUSIONS UNDER THE TITLE INSURANCE POLICY AND MAY NOT LIST ALL LIENS, DEFECTS, AND ENCUMBRANCES AFFECTING TITLE TO THE PROPERTY. YOU SHOULD CONSIDER THIS INFORMATION CAREFULLY. SCHEDULEd Page 1 Fidelity National Title Insurance Company TiTLE NO. F16-7404-101508-SUFF SCHEDiULE A-1 (Description) ALL that certain plot, piece or parcel of land, situate, lying and being in Mattituck, in the Town of Southold, County of Suffolk and State of New York, more particularly bounded and described as follows: Commencing at a point on the southerly line of Park Avenue, which said point is located at the northeasterly corer of premises about to be described and the northwesterly corner of lands now or formerly of Thomas E Carey and from said point or place of beginning: RUNNING THENCE South 1 I degrees 25 minutes 00 seconds East along lands now or formerly of Thomas F. Carey, now or formerly of Peter Hanlon and now or formerly of Klam Properties, Inc.,a distance of 591.00 feet to the mean high water mark of Peconic Bay; THENCE along said mean high water mark of Peconic Bay along the line bearing South 87 degrees 52 minutes 30 seconds West a distance of 120.70 feet to the lands now or formerly of Jay Wickham. THENCE along said lands of Jay Wickham North 1 l degrees 25 minutes 00 seconds West a distance of 586.00 feet to the southerly line of Park Avenue; THENCE along said southerly line of Park Avenue North 85 degrees 31 minutes 00 seconds East a distance of 120 feet,to lands now or formerly of Thomas F. Carey ad the point of beginning. THE POLICY TO BE ISSUED under this corrrnrrtnrew ivill insure the title to such buildings and improvements on the premises which by(mv constitute real properly FOR CONVEYANCING ONLY, Together ivith all the right, title and interest of the party of the first part, of in and to the land lying in the street in front of and adjoining said premises. SCHEDULER-1 (Description) I Fidelity National Title Insurance Company TITLE NO.F16-7404-101508-SUFF SCHEDULE B (Exceptions) The policy to be issued under this commitment will not insure against loss or damage (and the Company will not pay costs, attorney's fees or expenses) which arise by reason of the following exceptions unless they are disposed of to our salisfaelion. DISPOSITION 1. Taxes, tax liens,tax sales, water rents, sewer rents and assessments set forth on separate schedule i herein. 2. Rights of tenants and persons in possession. 3. Mortgages returned herein (NONE). 4. Any encroachment,encumbrance, violation,variation,or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. 5. In the absence of a guaranteed survey, policy will not insure courses, distances and dimensions of the subject premises or the bed of any street, road or avenue passing through same. 6. Identity of the parties who are to execute the closing instruments, including a grantor of a Power of Attorney, must be established to the satisfaction of this company. The identity of parties can be established through the inspection of the following types of original currently valid Identification Documents("ID") in the physical possession of the party signing: a. Photo Identification Drivers License b. Special State Issued Photo Identification DOCument C. United States Passport d. US Military ID 7. Covenants, conditions, easements, leases,agreements of rccord, etc.: NONE NOTE: The County cleric requires that all instruments submitted for recording be executed in black ink. 8. The closing instrument must contain the following language: "Being and intended to be the same premises as described in deed made by Spencer H. Wickham, recorded 07-24-92, Liber 11507 page 589." 9. Judgment and Federal Tax Lien searches have been made against Jay P. Wickham with no returns found. 10. NOTE: Effective September 1, 2003, New York Tax Law Section 663 imposes filing and pre- payment requirements on non-resident individuals, estates or trusts selling or transferring a fee simple interest in real property located in New York (other than the sale of a principal residence as that term is defined in Section 121 of the Internal Revenue Code). Section 663 requires those sellers to file a return and pay estimated income tax liability on the gain, if any, from such sale or transfer. Proof of such payment (or exemption from same) will be required before any deed will be accepted for recording. Ancillary recording documents, TP-584, RP-5217, Peconic Bay Region Transfer Tax form and IT-2663 Estimated Income Tax form are New Yorl< tax forms and Questions Concerning This Johnny Hall (631)727-0600 Title Should Be Referred To: Counsel Facsimile(631)727-0606 SCHEDULE B(EXCE PTIONS) i Fidelity National Title Insurance Company TITLE NO.F16-7404-101508-SUFF SCHEDULE B (Exceptions) —Contintred— I DISPOSITION j I are subject to change. For information regarding these publications and the latest available forms please call our office at 631-727-0600 or visit our website www.fidelitytitlesuffolk.com. I 11. Any Non-resident individual,trust or estate seller must pay estimated gains tax as calculated on a current Tax Form IT-2663 at time of closing. (If tax is to be paid from proceeds, please contact the company to make special arrangements). 12. Proof is required that the owner has received no notice of any pending assessments for capital, street or sidewalk improvements or Cor charges pending or due for the cost of connecting the j premises to public sewers, or charges for demolition and/or other miscellaneous charges relevied by the TownNillage Tax Assessors Office or other Municipal Departments, I 13. Company excepts sewer charges that have not been specifically included on the tax report herein. (This objection will be omitted for Mortgage purposes only.) Note: Upon request the Company i will order a sewer search to determine whether there are any open sewer charges affecting the i premises and omit this objection for Fee purposes upon payment of all outstanding sewer charges. 14. Please Note: All checks made payable to Fidelity National Title Insurance Services,LLC must be certified or attorney's escrow checks. 15. No title is insured to any land lying below the high water line of Great Peconic Bay, its arms, branches and tributaries by whatever name called, as the same now exists or formerly existed. i_ 16. Rights of the United States Government to establish harbor, bulkhead or pierhead lines or to f change or alter any such existing lines and to remove or compel the removal of fill and improvements thereon including buildings or other structures, from land now or formerly lying below the high water marls of Great Peconic Bay without compensation to the insured. i 17. Rights of the United States Government, the State of New York and Suffolk County , or any of their departments or agencies to regulate and control the use of the piers, bulkheads, land under water and land adjacent thereto. I 1 18. Riparian rights and easements,of others over the Great Peconic Bay, however, the policy does not insure any riparian rights or easements in favor of the owner of the premises herein. Questions Concerning This Johnny Hall (631)727-0600 Title Should Be Rel'erred To: Counsel Facsimile(631)727-0606 SCHEDULE B(EXCEPTIONS) Fidelity rational Title Insuranee Company TITLE NO.F16-7404-101508-SUFF SCHEDULE OF MORTGAGES NO OPEN MORTGAGES OF RECORD , i UNLESS INSURED UNDER THE POLICY TO BE ISSUED, the mortgages returned herein will appear cis exceptions in the policy to be issued. The information set,forth herein is obtained from the recorded instramnents and does not reflect unrecorded instruments that mcry affect the insured premises nor does it panport to reflect all recitals, terms and conditions contained to any instrument of record. Upon request, the Company can provide full copies of the recorded instruments. SCHEDULE OF MORTGAGES i i UPERI®R _DAATA SERVICES,, INC. WWW.SUPERIOR-DATA.COM 188 Montague Street 10th Floor 1471 Route 9 Suite 203 Brooklyn,NY 11201 Clifton Park,NY 12065 Tel: 718-625-9949 Tel: 518-785-4892 Fax:347-896-5551 Fax: 518-785-5086 CouNTY: SUFFOLK TITLE: FNT-R 101339-5 PAGE 1 OF 1 I The unpaid taxes, water rates, assessments and other matters relating to taxes which are properly filed and indexed liens at the date of this search are set forth below. Our policy does not insure against such items which have not become a lien up to the date of the policy or Installments due after the date of the policy. Neither our tax search nor our policy covers any part of streets on which the premises to be insured abut. If the tax lots reported cover more or less than the premises under examination, this fact will be noted herein. In such cases, the interested parties should take the necessary steps to make the tax map conform to the description to be insured. Ass'd To: JAY P WICKY4AM Search Date: 4/25/2016 Premises: 100 PARK AVE Tax Class: 311 SWIS: 473889 School Dis: 473812- MATTITUCK/CUTCHOGUE Town/City: TOWN OF SOUTHOLD Village: MATTITUCK(NOT INC) District: 1000 Acct.No.: 4 District: Section: 123.00 Acreage: 1.7 Section: Block: 07.00 Land: $25400.00 Block: Land: Lot(s): 003.000 Total: $25400.00 Lot(s): Total: Exemp: Exemp: WATER: PRIVATE 2015/2016 Town/School TAX Year: 12/1-11/30 Full Payment $3,296.54 Lien: 12/1 lst Payment $1, 648 . 27 Paid 12/31/2015 Due: 12/1, 5/1 2nd Payment $1, 648 . 27 Open PRIOR TOWN AND SCHOOL TAXES PAID. "INFORMATION ONLY" PURCHASER SHOULD DETERMINE THE EXISTENCE OF ANY WATER MAIN SURCHARGE IN EFFECT FOR WATER SERVICE WITH THE SCWA HTTP://SCWA.COM **********TAX PAYMENTS********** TOWN OF SOUTHOLD TAX RECEIVER: P.O. BOX 1409 SOUTHOLD, NY 11971-0499 631-765-1803 TAXES SUBJECT TO CONTINUATION PRIOR TO CLOSING Recent payments of any open items returned on this tax search may not be reflected on the public records. Therefore please request the seller or borrower to have the receipted bills available at closing. 0000000.00 001500 0000015.00 SUFFOLK COUNTY TAXES C Town and School Taxes 12/1 to 11/30(all ten towns) I"Half Due by 1/10 2"a Half Due by 5/31 PENALTIES (ALL TOWNS) After Jan. 10— I% After June 30—5% p6nalty plus 6% interest After Feb. 10—2% After July 31 —5% penalty plus 7% interest After Mar. 10—3% After Aug. 31 —5%penalty plus 8% interest After Apr. 10—4% After Sept.30—5%penalty plus 9%interest After May 10—5% After Oct.31 —5% penalty plus 10% interest After May 31 —5%penalty plus 5%interest After Nov.30—5%penalty plus 11% interest NOTE: Whenever unpaid taxes are advertised for sale,advertising charge is added to bill. ($20.00) VILLAGE TAXES VILLAGE DUE DATES FISCAL PERIOD GRACE PER-OD Amityville 6/1 and 12/1 6/1 to 5/31 30 days Asharoken 6/1 6/1 to 5/31 30 days Babylon 6/1 6/1 to 5/31 30 days Belle Terre 6/1 6/1 to 5/31 30 days Bellport 6/1 6/1 to 5/31 30 days Brightwaters 6/1 6/I to 5/31 30 days Dering Harbor 6/1 and 12/1 6/1 to 5/31 30 days East Hampton 8/1 8/1 to 7/31 30 days Greenport 6/1 6/1 to 5/31 30 days Head of the Harbor 3/1 3/1 to 2/28 30 days Huntington Bay 6/1 6/1 to 5/31 30 days Islandia 1/1 and 7/1 1/1 to 12/31 15 days Lake Grove 6/1 6/1 to 5/31 30 days Lindenhurst 3/1 3/1 to 2/28 30 days Lloyd Harbor 6/1 6/1 to 5/31 30 days Nissequogue 6/1 6/1 to 5/31 30 days North Haven 6/1 6/1 to 5/31 30 days Northport 3/1 3/1 to 2/28 30 days Ocean Beach 6/1 6/1 to 5/31 45 days Old Field 3/1 3/1 to 2/28 30 days Patchogue 6/1 6/1 to 5/31 30 days Poquott 6/1 6/1 to 5/31 30 days Port Jefferson 6/1 6/I to 5/31 30 days Quogue 6/1 6/1 to 5/31 30 days Sag Harbor 6/1 to 11/1 6/1 to 5/31 30 days Sagaponack 6/1 6/1 to 5/31 33 days Saltaire 6/1 6/1 to 5/31 30 days Shoreham 8/1 8/1 to 7/31 30 days Southampton 6/1 6/1 to 5/31 30 days The Branch 6/1 6/1 to 5/31 30 days Westhampton Beach 6/1 6/1 to 5/31 30 days Westhampton Dunes 6/1 611 to 5/31 30 days Fidelity National Title ' INSURANCE COMPANY I i i Covenants Restrictions 9 Easements 9 Etc i i I i ®NE i I I i i i 24 Commerce Drive ® Riverhead,New Fork 11901 0 (631)727-0600 ® Tax: (631) 727-0606 V.a ttndata N.Y.a T.U.Pas W07 sagas and Sab Dwd.okA Csnnw bots.Otw„a',Ail l.tad,,,du,l of C.4F=14 a(Iqh)hw) • eCRtBtdP VOW GAtvyff90 gdP®F99 er@ate40 Yttla Itd>14gtlFaBrJB=vectis um9v0uanenfv saeotn®ea ass®BY saysveps orM I 1150709 I `>HM INDISSMIM made the f day of nineteen hundred and ninety- I SPENCER H. WICKWt, residing at 1905 Crescont Drivc,.Woll; New Jersuy 07719 r I party of the first putt,and i JAY P. WICKHAM, residing at (no 11) Airway Drive, Mattituck, Now York 11952 i i I party of tha emend pati, f 1�� that the party of the first part,In consideration of ten dollars sad of rer valuable coaidtiad' paid by the party of the second part,does hereby gant and release unto the party of the ftecand put tits h6a I .1R or aucocamrs and asalgaa of the party of the end part forever, a98.L that certain plat.piece or panel of land,whh lying and bairn Isixth at Mattltuck, In the Town of Southold, County of Suffolk and Stntu of Now York, more particularly boundod-ttnd described as follows: •eq"` Commencing at a point on the southerly line of Park Avenue, which snid point DISTRICT is .located tit the northeasterly corner of promised about to be described and � 1000 tite northwesterly corner of hinds now or formerly oC Thomas E. Carey and from s;aId point or place of beginning; SECTIO;! RUNNING TIIENCE South ll dugruos 25 minutes 00 seconds East along lands nowi 123.00 or formerly of Thomas r, Carey, now or formerly of Peter Hanlon and now or BLOCK formerly of Klam Properties, Inc— it distance of 591.00 feet to the mean high 07.00 water mark of Peconic Hay; THENCE along surd mean high water mark of Peconle Bay nlong the line bearing LOT ` South 87 degrees 52 minutes 30 seconds West it distance of 120,70 feet to the i 003,000 lands now of Jay Wickham. THENCE along said lands of Jay Wickham North It degrees 25 minutes 00 seconds \ West a distance of 5B6.00 fact to the southerly line oC Park Avenue; ( THENCE nlonk said southerly line of Park Avenue North 85 dugrous 31 minutes 00 suconds liase it rllstuace of 120 fecC lands now or formerly of Thomas F. Carey and the poJnt of beginnlnx. : TOCETUER with Lill, right, title and inti st of the party of the f.lrnt part n'l(I\ of, in and to the beach, strand and water benenth Peconic Bny adjoining the �l.- subject promisus on Lite South, IIEMC AND,INTENDRI) TO B1; thu sumu prutnisen conveyed to the party of the ficst part by deud dated b'ubruary 6, 1984 recorded In the Suffolk County Clerk's Office an June 5, 1984 In Libur. 9575 page 462. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described Premises to the center linea thereof;TOGETHER with the appurtenances and all the catate and rights of the parry of the first part in and to mid premises; TO HAVE AND TO HOLD the prentlres herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, AND the party of the first part covenants that the party of the first pan has not done or suffered anything ` whereby the said premises have been encumbered in any way whalcver,except as aforesald, AND the party of the first part,to compliance with Section 13 of the Lien Law,covenants that the party of . the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration purpose of paying the cost of the improvement and will apply the same fir-a"R tAot the improvement before using any port of the total of the same for any other purg¢aC„Lr�r ,wtuwy,+ The word"party's11a11 can+true as if it read"partici' whenever the sense of this indenture so requires. M WMM WHEREOF,the party of the first part has duly executed this deed the day and year fiat above written. Ili PamaveA o6: J •��•r-•f-;L' 1 /Spic fccr H. Wickham P�590 A�I _ STAIM ff3 / 1.9��/}l�;l pit MIR t9 MW Y i. COMW W ael On the 13th day of Lehrch IQ 92 ,before Tne On the day of 19 before me personally came Spenetic H. Wickham personally Carne to me known to be the individual dmribed in and who to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that executed the foregoing instrument, and acknowledged that hu executed the same. executed the same. IJoenry Ic +fm PAMCIA A,MANAVE NOTARY PUBLIC W tNEWJERSEV AotY commaaaton E*M ay.AM 11 aYATa OP 6&V$VOtt't;.Comm 00 ant 8TA,TS OF UM VORK,COt>~W OT. eat On the day of 19 ,before me On the day of 19 ,before me personally came personally Caine to me known., who,being by me duty sworn,did depoic and the subacribing witness to the faeegoing linirummi, with say that he resldem at On. whom I am peraoitaliy acquainted, who, being by me duly sworn,did depose and say that he resides at No. that he Is the of that he knows the corporation described in and which executed the foregoing instrument; that he to be the individual knows the seat of said corporation; that the seat affixed demribed in and who executed the iort$oing iustmment; to said inatrutnent is much corporate sent; that it was so that he, said subscribing witness, was present and saw affixed by order of the board of directors of said corpora• execute the same;and Ihat he,said witness, tion,and that he signed h name thereto by like ordtr, at the same time substriW h name as witness thereto, Bargain grub Nit 39epb sacYtON 123,00 Wrl'" COV00rr Anmrisr CHAN•rOn'y ACI S atOCK 07.00 YtTi a No ~' 10'f►.( J LOT 003,000 COUNTY OR TOWN Suffolk County SPL•'NCER H. WICKHAM TO JAY P. WICKHAM arAAIOABD tone,O7 Niw 70att aCA40 OF 71n8 aNDGUMIMS Security Title and Guaranty COMFIRV nutvibetrd by SEWRITYTME AND u COWAIVY 205 borne AVLIOUC 'CHARTRGttO tons M IH HIIW YORK �11? r New YO& b � It,`• . 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'T • e ax� .,11ne ori Pare :Itty 11 ; oT qo�e RoatL;,04*01►6 88 57';.East gar, ' les • ' •'ax7�;;�s fis'4t 'b°+a•obiabreter. '-- .r:.:ti, •:-; . ' ;, Y�sat,'100 rQBt. to a. ' n..lv9t r 1 yM IL 181g8�ib? outheas, rTkh ,4' leaf.. 1 _•;�, 'mop �' , �j• ... . ,,Qognue � , t :property:' -; ; • ; - _ ':,;along'I�llea pciia�;l:•theaae"� •` I ''i'"; �r ®I„yoint Aar”tRe Legtex],4 gest'by; 5 t' piu , felt 'tA eR Y retook i thenoe'South '8& �8' l�aat ar eaneete I ' 'of �lto na ]bin,8tren4berg to n ooriormo � n�" _ to A I' 800 08" Wt,.:395,.78 retooka '!t ad C b'9IIta'io _ 'test:by and"a1ot16 75 .31, ;teat 600 teat.to r. 7OUM Alb.9 _� t - t3�eno4''•$g at9,Ba x51:3 feet,-t`Q' a.p� rt.$ri:.th�''�t 'Tie ' Tina ,of'Pax'k kva_nua; thErr. 1� 3 ��F�� :,Ain ,n ;> •. > d -,,,.•: �leet;..,moxe- or;•ltl3e. 1" line:oY'I`SaD>'9e' IloPrie,;•tt►RnOs , :i;;t'•i'��4++' I : - ,r .,� th'e'" astetlY;eroPert1 i34 toat' bp' Ce155C Z2uQAonlaert; ; I . Iste ., :�aclsp DTorri I eu1t0 monmaut;.:t:>aAee forth -4ti8.fe4t'�to,e � ant;. thatioe hort2i.,E 40+':l��n. ,�i;, •�`h�;,i' i i ?, hnaat• a49. feat'i to a nF awn ,'•,,, • tp, oilumOnt; 'thesltie'NorEb , • : • .�•I .--' �? �"'''' .�97.6;'�eeti.", •a m or_ ®s•i' �i-1c ,.Prtrpet '� '' �.";�:�t ' -- -._7-7 ,1 5'=testi ., �,y� $70.: v'- .[3utro; s�►FeiauIP„thruusri'a,raanufnt";so'Ghe.,gbore'o�' r I int:oxo'�lao ,.;dS tragW ;1. toOka pelta',t�nH�the �.I;.,,4•':c:,_�' . + :.C'�,,,v,.:.u,y,�.r:•r;'.rJ ' "' �j. .. ..'. ' •i:y.•-.1. , - i^ it ii• . ' , ' • ; I + I'' i ill i.•l I i I I~'. „T--_�.w.=..•.fir . ... -' , i::1::aM:=�A•.•_Ii(.GIIJLL{17Y.L:1 Z00m 05TZ9STC9 XV4 99:ZZ 9TOZ/8Z/LO Paroul•4.,B,abd6l.pv at Ix point 'im Aim extanalo L*:in" a avabt3x•ly ? ,1lrcction' of tb�''so�ithor,ly lino of ,Pris�lf!lLtrc�fzu.i;"thin point. - 11. 8603)V 49;5S,tact iron a rionundnt in VLa, onwterZy, vroparty,'liva ofi,''Jarwo iiarri'o';'Ithenoo IT.'e5° :3l','t..i 120 .feet L•o a Poifl,t; -Ehenca S. ll9 05' E. 610 'foot, rno.'o"Or.love, -to r idghwatcr of,Poow�l'c Bay; Zlionca w6zte'rly t�lQ:v_T hi'ghrrater of Iccolzic ILL 120 tfee't rsore or less 'ton o t: t ti ° 'Y , , P �n lael�zca T. 1:1. 251 W. 57,0„CL�et';"r.io7o. 6.'flc3�,, to a polmt;'ta -nce PJ. 7' 151 .�". W. ZA.07'I•f ootJto tho -point or Plado of bogiiui'ng. J ogetk►er_w irh,'A11"rSght�,tit7 0 'und*,lntarist of the 7%rtl.vs ,of tho first-•part^;`moi' and to lax13D' undax` uutors o' Pecoac,Bag adjncont to jj ild prordam.n. Parcels l:and 13 'above ahall 1noludo all'r Ight,title and intore,at'of L•ho.,Osrtias,of the :fix -: n , Lnd' to,'landa •••_ _ tuader'weter®A4F',Marratoolca Lake-adjacont to s'iid• ,z'cisis 9s. - Parael' 3'�bove;l.shall, incl.uclo a right, 6f_my,in.,conmion. with' %others,over..parcels of land d63cribecl ao folll,tra,, W- 06=12 n4ing;'at South and of Marratoolc L gpad running li I AcUt}i:65°.;31':'Weet- sa earls Avenue 49;' foot vii Lo,tp the vie9terjX ohd',thereof, (b-) •Co>bmeao•1ng at'Parlc Avanuo-run sing So'Lth'1.1.° 2511 Eart ;3.1 feet In 'ypldtkT'liouzidod'btir'proporty of,W0.3 -u®lcer on the Es&� 1�31ci'�i.;,i►larguerit®'Goldeiuith on theTWoet ;o,'blia'1 tor; of t ay 00"Mmone!,Ax At Par11 Avenue rum1mg •Soixth, -11” 281 Last -,14945,.,f eat::wids tc .,the v:4tezpn of Paaonte"bay, ',,auradod btho "East;-.by'Irrapert�ji of: Coclric,'`rl,. ';rlckham and,Fics-:erly"by TauLaa -iii^ ' 111' :i ,I',I �tl,.:" r '•I, �,f I 1 ', - , .,- ,1 � •1 i'1" - �t , III - ' '' , 1• 1 { 11+' I � ' 1' 1I''�~ir,,_ 'r''�',• _,I: _ '•fi{ 'M, ' I -' ' 1 i '. '• ' w.r..w.vF< , `' I -'—, 4a..'e�n' —_�.I.-'.r�.Y'1f1`i"�__'..—_—'`I �.a - - 4 1 r--' r ,___ —"_—� •,,,r•.n,w ,I .I I •,�:.'iy' .r,'r �.L�1 �.. _ '>'i.�it ' C00 OLVTZ29TC9 Xti3 6S:ZZ 9TOZ/9Z/LO s TpCTr :� Hath tlzoappurtenances find. all 'the e;etAtb and X-Igh+:s Of the parties of-the flr17t part in end,'"Gor.asid' orewisea.,': To -!AVE AM TO-WiD, the premises herel L.6ranted:unto thea,-- . „' •. ..., - . ; _, };-' `r.,f :' ';,-"=; ', partlea of the,.�feaebd.pftrt., their diotribhte_es'sad•, �91$na;2OreVor.,,_,',.,;,. 114 iM_�C,OF. t4a parties ,of iia' .•'firilC:Belrt'.hsve' via _ unto set their.•hande and'eeals .the dap' atid.yie f1' lipQe 9lJCitten.',•; =` E ILA ex®on s z 1 rust a or.th4:" -- - Dist. Wild egad''Te te11 At^.4Z.10!�los' J. CGOT FSS: „''_ -SQL 'k'i i• ! .@a� ''+' �.• ',', i ' Al and.vN� tt r ! 'o and to''. ' they, AMM W NASSAU I' On thjiv' G3„ day of- ,HE=, f ,HE=,MARWERITI�GOLi),`�riam, tcm khown fin: x 1•• ilhdividuai' d®dcrlbea 3n; end who executed the •and.she duly, �aoknowledSed to me that she a eb a j ds` STATE'OF',NLV.YORKtv I 3 COUNTY OF.: Q{d"t�s'ia FS' day'of• r '194'l r,tkl o4�i 1 b46RT$.;CY. SaL{i IN; tc•me-known and.,4U6*n- � a(is db8a�iroed'bi,.'and•'-echo-eseouted iho', regal Airat ;lbam dt}7,y'.uak"�taPYedg$d',,tobme'•that she a outed t p�I me=T Ts 4 ' ,�.•..-C - -- „, - i , .I Min OLbT9S9TC9 YVJ 6S:ZZ 9T0Z/8Z/L0 AM .� 'ia,- RM 661 27.Y. DRAD—Pall Coven t TUTBLAN%HCOISTENCD U!PAT OIFICE (IawO 011917,Chap.e81.8tetatory Form A) 7L///e La w P-4 Pub/skiers AW/ano.e y• Cis °LL5 Made the f wcnt— ncv(-nth day Of,"" April Nineteen Hundred and Seventy-one _ �rtivrrn - Cedric 7-1. Wickham, residing at 3°attituc1,, Southold Town, Suffolk County, Lono Island, Few York on _len,Suffolk Avenue - c part; of the first part,and M Hull M. 1Nicl:h�m, residing zt W. 1"7ut cti;ar ,: Rna-d, n"ountod Route 11, 00 Cfl Middletown, New Jersey M s ;6 part y of the second part, `b I� 11Att# ,that the party of the first part, in consideration of Cne and 00100 dollars and ether considerations Dollar (01.00 ) lawful money of the United Btdtes, paid by the part y of the second part, does hereby grant, and release unto the part;; of the second part, his heirs and assigns forever, all that tract or parcel of land Situate at Mattituck, Southold Totam, Suffoll. County, 'NI w_ror'_:, woundo;.' and doseribe l as follows: - Parcel III: - 3 Bed nning at a point on the houniary line ::etween land of the ,xarty of the first --,rt W and larvi of-Norris, 5^0 foot, r.ore nr 1--5:, —cw-�rly along ^aid b.:;:n:':.ry li.c frc•r c1C Ne-ar Suffolk Ave.; from id point of b��:�nin, -rnnirg lnn_' cowry-A cr nbor.t o Q to be conveyed by the ,^_rty of�? a fir^t ;port to J. - z-r'.er "'ir';ham, two eournc N o (1) Lastn-ly, 700 feet, more cr t^s-; tl--ncc N 12) Southerly, '1513 feet, more or less, to the northerly line 1H of °Par'_.Ave.4; thence --ost.erly along Goid northerly line, 270 feet, more or l=as, to lana cf Norris; thence northerly along said lar3 of Norris 2412 fact, more or ��� �--' t � / ✓1J s Containin; 32.1 acrea, mor or less of"arratoo'-a Farm. F Together with all ti od intarczt _n P:r% Avsnuo Together with all that parcel ct M arr atooka fi n !:m! bcginnin7 at a point in the v South line of Parlt Avenue foct to a ^,Dint as the ^l:c. of boginnino, thence Sonth 0 11°251 East to the hig' wctcr ma-.1c of Pcconic 13 thence Vostcrly by and along Peccric, Bay 120 feet more or l:ss to a point, thence IVort'.- 11°25' `9ast 610 fc�ct more or less i to Park Avenue; thence Easterly by and Mono P;,r': ".vennc 120 feet to the point ana n?ac of bee nnina. Together with all right titlo and interest in and to land under Park Avenue to the u center line thereof. .._At 61ATE -k47- STATE Of * TRANSFER-TAX 'A NFW YORK * LAJn DCpI PI 0 N_ 8 finance PB'(19d', ED J TOWN OF SOUTHOLD PROPRRTY RECORD CARD w OWNER r STREET VILLAGE DIST; SUB. LOT R v ,)4t wr-outER L1+YNER J p S C JP t / F A HL�ti j 1 ' G ig-, M l r� ��' !� E I° hF A�u�a�r - AOR. S t r �, lCfAN A lie W TYPE OF BUILDING ES.� SEAS. VL. FARM COMM. C8. MICS. Mkt. Value 0 LAND IMP. TOTAL DATE REMARKS w ' r , 12 3/73 R,t V i E W E'A Na C A K E cr' _ L - l0/7 SotD fi9�r,L �ST. Ljr`� 4/ICJS'}fI4M 1� hf b✓rck�l,arf . z3y tta� .g o t 4U 3 � 0 key 20 -C,i-1 1+1('� ' aKt J 1 m • Co LD l- LD C m o able Re • FRONTAGE ON IArATFR - NDdlomd00 _ FRONTAGE•ON ROAD m�dawic d DEPTHISO Plot i BULKHEAD �:i I f II IEW VtC I 1 I7I I 1 E "' •I - Il 4vENUE,E I //J I a 9[PO�v VVFNUC Y4Y /' '' V _ - I II eve ,�P W O c N o Downs Creek I 1- 'L } GREA T PECON/C o 11 I I BAY II , 1 ' BUILDING ZONE MAP OF THE TOWN OF SOUTHOLD SUFFOLK COUN7Y NEW YORK RO SUFFOLK COUNTY NEW YORK S--CT/ON `A" OF SIX SECT/ONS -LEG6N0^- SCALE fA"Res�senfra/-Agrrculluro/ MAPPED NOV/Bv/97O �+� o Zoro —j 'A1'IL%yh/'Mu/fipleResidcnee � loco Joa' soon VAN TUVL ASON � •–AM ENOEo-- "M-!°Genera/Mu/fip/cRcs. � `rBW Light Business �jj L/CENIEP LANG SUR=L R3 G/=EENPORT N Y. `B-l'�Genery/Business "C"L/ght/nllustrra/ —� `C-l�rCienerc/Industria/ L� , '1,v ullsets ui mmeralons shown from structure:W the property lines are for a specific purpose and use.and therefore are not Intended to guide in the erection offences,wal s pools,patios additions W buildings and any other construction Subsurface dnd environmental Londltions were riot examined or i onsldered as a pdrt of thr,survey easements Rights-of-Way of reccrc If aiy a•e not shown Prooerty corner monuments were not placed,as a part of thesurvey Certifications on thissurvey signify chat the survey wav prepared in dcrarddFILe w t'1 the current existing Code of V{actica for Land Surveys adopted by the New York 5:ate Assoclahpn of Pro`esslonal land Surveyors Inc fhe certlRcaton 1s limned to pOrsons for whom the survey is prepared,to the tale company,to the governmental agenLv d-id to the lending institution listed on this survey Sdd certifications indicated hereon are not transferable SITE DATA. 1 TAX LOT PROPERTY IS ZONED R-40. 1000-123-01-2 2 TAX LOT REQUIRED PROPOSED N (AIRPORT) 1000-123-01-05 MINIMUM LOT SIZE 40,000 S.F. 67,572 S.F. + NO APPARENT WELL/POOLS VACANT •� WITHIN 150' OF SUBJECT PROPERTY MINIMUM LOT WIDTH 150' 1 19' v c 16,04 LOT DEPTH 175' 586' ' L �7 _ --'�� MINIMUM FRONT YARD 50' 15'/ o � - MINIMUM SIDE YARD 15'/35' TOTAL 15'/35' TOTAL 1 I MINIMUM REAR YARD 50' 130' ppt/ AV © © MAXIMUM LOT COVERAGE 20% (BY BUILDING) 5% (3,3-0 S.F.) PARK { 14.78 15.01 +I i7 -1524 +f4 65 - d `Z � � PROPOSED TOTAL LOT COVERAGE -17.53 AHdPU5E'a F.L9E OF -X;j,.n[rt 70 - , PAVEMENT ' ��„t,�r we;LR BUILDING: 3,350 S.F. - 120. d I 1069.99, POOL: 512 S.F PATIOS & WALKS: 1,500 S.F vt PARKING AREA 1,350 S F. P9OP, i }1 DRIVEWAY APRON: 302 S.F uAsor 7,014 S.F OR 10.4% OF LOT AREA 4r r � --� �,5 r " - 14J p �1 444"' i3$ TEST ERRING 1 f7.o f- aJ STABIL"W, e,S'I .. 5/18/16 EL, 17.0 L�i5mww I. 1 t � 1 TAX LOT 5.3 y 6 f �� F& LOAM OIL tt so"0 RESIDENCE 13.9 � {'14,7 (� PUBLIC WATER BROWN - +15B� tk<-# 1 i SAND + 17,6 ) a 4 - (SM) ? ' o r} 160 y .e +144 I- ,5f FINE SANG +f7a i (SP) a L 178 N / 9 "E f-.� ,� t,- DRAINAGE IR6 WATER 1 + 4 SP�C�0NS ARE I � I r , REQUIRED 14. t TEST BORING PROVIDEDContact S Engineerin at 765-1560 before BY PAWLOWSKI, INC.+ Backfill, OR Provide Engineer's Certification that the drains NOTE- DEPTH TO GROUNDWATER IS CONSISTENT �.0+1Z7 WITH USGS MAPS; NO NEARBY WELLS FOUND TO 1 t 16.7 l o has been installed to Code, DETERMINE HIGHEST EXPECTED GROUNDWATER t $o � �- LEVEL. +16.71 �5,, E 1 9 > - TAX LOT 6 ,LOT AREA = 67,569 SQ.FT. TO APPARENT HIGH WATER LINE Vir n. y iB i F f6 f RESIDENCE 2. DEED REFERENCE LIBER 11507 PAGE 589 Go PUBLIC WATER (TAX LOT 1) ;' tob2� r 3. LANDWARD OF THE TOP OF BLUFF, THE PROPERTY LIES IN FLOOD EXISTING 1' �' =Rorusl,, rXFN,3 ZONE X. AREAS DETERMINED TO BE OUTSIDE THE 0.2%•ANNUAL WELLfy ` unsot+Rr ° CHANCE FLOODPLAIN, SEAWARD OF THE BLUFF, THE PROPERTY yam, l PA.vK,r+c,AREA O u LIES IN FLOOD ZONE VE (EL. 8), ACCORDING TO FEMA FLOOD >E MAP NUMBER 36103CO482H, REVISED SEPTEMBER 25, 2009 SM;F titi 4. EXCEPT AS SHOWN, SUBSURFACE AND ENVIRONMENTAL CONDITONS TAX LOT it ,B p s +t7 SYSTEM o �1d9 le o + WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. +f46 VACANT +151A.o3 _'� 5. ELEVATIONS REFER TO NAVD 1968. 2 t 6. ALL IMPROVEMENTS TO BE CONSTRUCTED FROM APPROVED t a _ 6 aa ' PLANS AND IN ACCORDANCE WITH THE STANDARDS AND 16.6 - o a5.!•, ;� ,74' 1 } SPECIFICATIONS OF THE TOWN OF SOUTHOLD. S.C.D.H.S & .d n n N.Y.S. D.E.C. AS APPROPRIATE. LB 5 f 14,7 * ;r F�F_tI5 -' .yo t 7 PROPOSED 1-1/2 STORY DWELLING WITH BASEMENT & 4 +14s "- ` 040' "- 160 BEDROOMS. un L r 8 - `y 16.1 INSTALL (1) 1,500 GALLON SEPTIC TANK (ST) & (2) 8' ' DIAMETER/ 8' DEEP LEACHING POOLS (LP). (SYSTEM �+ 16" •yt PROPOSM't ' ie❑ ay O OVER-DESIGNED BY OWNER). is 1-1/2 STORY TAX LOT 7.3 N n �3 -h 14.4 ; - T ^cp / ^� x $ 7't•' {N,Att'�Gu°� a .11", RESIDENCE . ylUp�IG (rax Lor 1) n Q "' t s ewOOD 184 +184 PUBIC WATER EXISTING 3150 .•{' �S ''� IL ` SANITARY SYSTEM POOL •- Rlu WASH7 EROSION&SEDIMENT EDIMENp CONRLLS +152 Shall include but not be limited to: s1 T zt+cc C,, r"POSEGA Well maintained Construction-Entrance 02.E w.,K/ t7IU J +1711 �A, AY 1711 VA.Ft, +i7 Wir acked'-Siit-Fencing,stabi ization& ;�:,n I_J6. -, l Seeding exposed or inactive soils.,,of ex and DRAINAGe c�.cuLATfONs � � P 1 +15 7 1 v TOP Of ULLIFF `-• _ STORAGE REQUIRED +15.4 1 1 1 1 '` J I ROOF AREAS _-- __ __��" - �y . LIMIT OF CLEARING=132,210 S.F. _ WALL RD-1 2160 SF X ?2- 360 CF -dHu r rG tit INCLUDES 10' BEYOND SIDES OF PROPOSED DRIVEWAY, RD-2 840 SF X 6= 140 CF VLGFTATFa W114 vATIVE RD-3 350 SF X ?2= 58 CF f eE GR= If- Sr. 5' BEYOND PROPOSED WATER SERVICE LINE, POOL WASH. (20% OF POOL VOLUME) BCH W�TEn 20' NORTH OF PROPOSED SANITARY SYSTEM TO VOLUME=23,000 GALLONS X 0.2= 4,600 �; , --LNE 7 PROPOSED LINE OF SILT FENCING GALLONS. _ 4.600 GALLONS= 615 CF STORAGE PROVIDED , RD-1 (1) 10' DIAM. X 6 DEEP. (6) X 68.42 -8T`0 3i] f iQ•7 = 410 CF RD-2 (1) 8' DIAM. X 4 DEEP (4) X 42.24 & o 169 CF ci APPROVAL OF STORMWATER MANAGEMENT RO-3 (1)676'DIAM X 3 DEEP. (3) X 22.34 ,II pp AA{g BAY CONTROL. -T n Cod ag3 236 POOL WASH- (1) 10' DIAM X 9 DEEP. (9) X rECOltl}� Date' ' 68.42= 615 CF Appmrw Title No.: Date �I Revision PREPARED FOR: ANNE & PAUL PAWLOWSKI PLOT PLAN 950 LUPTONS POINT ROAD MATTITUCK, NY 11952 100 PARK AVENUE MATTITUCK NY 11952 07!0„7056 TEST BORING - (631)-445-43+8 06/23/2016 REVISED POOL ORIENTATION _ O6/G2/2016 PLOT PLAN FOR SUBMISSION TO SCDHS L .red alteration or addillon to this,.,r.•-,•I is a violator of Section 7.109,sub division rv�•w Tax Map:DISTRICT 1000 SECTION 123 BLOCK 7 LOT 3 LJw 'Sof yF0`� Situate:MATTITUCK,TOWN OF SOUTHOLD County:SUFFOLK �' • ,� Map of:DESCRIBED PROPERTY LAND SURVEYORS LLP y� Map Lot:-- Map Block:-- c�'��A� ;•USo File Date:-- File No.,-- C.ANa Scale: A � = 60 !7 gt5 41 55 VETERANS HIGHWAY, SUITE 1 1 631 0489273 0 1. J Tdo not bednng the ,,„,d RONKONKOMA, NEW YORK 1 1 779 WWW PLSLI COM „rvevor';embossed seal and signature shall not be cons1cered to be d true and valid copy Date:MAY 18,2016 Project No.:160135 Icy 2016 PINNACLE LANVURVEYORS LLP The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not Intended to guide In th a # alls,pools,patios,additions to buildings and any other construction Subsurface and environmental conditions were not examined or considered as a part of this survey Easements,Rights-of-Way of record,If any,are IIe a as a part of this survey Certifications on this survey signify that the survey was prepared In accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of ro fA� 16 qgq ml d to persons for whom the survey Is prepared,to the title company,to the governmental agency, and to the lending Institution listed on this survey Said certifications Indicated hereon are not transferable 83a`i9O A� SITE DATA: ' TAX LOTsYc�Y PROPERTY IS ZONED R-40. 1000-123-01-2 2 / TAX LOT IlPP!! u 4� ''+ w (AIRPORT) 1000-123-01-05 REQUIRED PROPOSED _ NO APPARENT WELL/POOLS VACANT MINIMUM LOT SIZE 40,000 S.F. 67,572 S.F. Doti WITHIN 150' OF SUBJECT PROPERTY MINIMUM LOT WIDTH 150' 119' MQ c x,6.04 ®`� LOT DEPTH 175' 586' NfQ MINIMUM FRONT YARD 50' 312' o LMINIMUM SIDE YARD 15'/35' TOTAL 15/35' TOTAL o AVENUE y6I MINIMUM REAR YARD 50' 130' PARK MAXIMUM LOT COVERAGE 20% (BY BUILDING) 5% (3,350 S F.) 1 +14.7B +7 11 +15.24 .{-14.8.5 � x' ISO/ 1- - - - OHS PROPOSED TOTAL LOT COVERAGE +17.53 PROPOSED EDGE OF ONNECT TO ` PAVEMENT 20. 9pUBuC WATER - Y BUILDING: 3,350 S.F. N\ 069 99r POOL: 512 S.F 1 PATIOS & WALKS: 1,500 S.F PROPOSED PARKING AREA: 1,350 S F. o MASONRY DRIVEWAY APRON: 302 S.F. \ APRONa 7,014 S.F. OR 10.4% OF LOT AREA +l Q +143 D TEST BORING +17.0 + 13 STABILIZED I I //� ,'� 5/16/16 CONSTRUCTION X2I I TAX LOT 5.3 TOPSOIL EL. 17.0 ENTRANCE 1 & LOAM +147 RESIDENCE 0 (OL) +15.3 I g I +,39 % PUBLIC WATER BROWN +16.8,1 Io ' ` � /� f I SAND � (SM) W O 16.0 ' n 1 +14.81 1 +14.4 w1f 15.11 FINE SAND +17.2 I I �w l (SP) - N +17.8 /1 EL. 2.3 1 I w +/49 /� WATER + + 6.2 / -�-/4 I � ,�� _old ( TEST BORING PROVIDED +17.6 / 1 /l \ BY PAWLOWSKI, INC. £ ' +177 NOTE: DEPTH TO GROUNDWATER IS CONSISTENT I I 1 -11 17.7"O WITH USGS MAPS; NO NEARBY WELLS FOUND TO 1 II 15.0 +162 1 0 DETERMINE HIGHEST EXPECTED GROUNDWATER I 1 I LEVEL +,5.9 NOTES 0 1 I I 1 TAX LOT 6 +16.7 f � IIT 1. LOT AREA = 67,569 SQ.FT. TO APPARENT HIGH WATER LINE. / ID I 1 1 18.1 +181 RESIDENCE 2. DEED REFERENCE LIBER 11507 PAGE 589. OD I 1 10+ PUBLIC WATER (TAX LOT 1) / ICS I� ,0 50% 3. LANDWARD OF THE TOP OF BLUFF, THE PROPERTY LIES IN FLOOD EXISTING + 6 PROPOSED EXP ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL WELL �1 r \ MASONRY LP CHANCE FLOODPLAIN, SEAWARD OF THE BLUFF, THE PROPERTY ARKING AREA O �O' RD 3 M1N UES IN FLOOD ZONE VE (EL. 8), ACCORDING TO FEMA FLOOD O32 1. P a LP f \ MAP NUMBER 36103CO482H, REVISED SEPTEMBER 25, 2009. TAX LOT 2 JSps iEM +ryryp 4. EXCEPT AS SHOWN, SUBSURFACE AND ENVIRONMENTAL CONDITONS +14.6 a I 16.2 = +172 +153 10 1N ' f&9=} 18.0 WERE NOT EXAMINED OR CONSIDERED AS PART OF THIS SUF1VEY. ST , VACANT 1 a Dry °� £ 1 5. ELEVATIONS REFER TO NAVD 1988. "0 200' RD-z `� / 6. ALL IMPROVEMENTS TO BE CONSTRUCTED FROM APPROVEDr 16.6 a PLANS AND IN ACCORDANCE WITH THE STANDARDS AND 15' /74 +� SPECIFICATIONS OF THE TOWN OF SOUTHOLD, S.0 D.H.S & 400 .0 230' I N.Y.S. D.E.C. AS APPROPRIATE. +1A7 x0 a' _ FF=18 5• N n 7. PROPOSED 1-1/2 STORY DWELLING WITH BASEMENT & 4 ° m 1' 60 50 15" +14.5 ' GF= - - �- - ,0 qj z Q 2G' 1 +18 0 BEDROOMS. 1bB N M 18.1 INSTALL (1) 1500 GALLON SEPTIC TANK (ST) & (2) 8' 1 7.5 DIAMETER/ 8' DEEP LEACHING POOLS (LP). (SYSTEM +16N aryPROPOSFD�O 180' Q OVER-DESIGNED BY OWNER). t-1/2 STORY +15TH yry 21(y No o / =N TAX LOT 7.3 +14.4 RD-1 OVOSEO / • a 21 pRRESIDENCE 1NGR0UNO }2A1N r (TAX LOT 1) O pp0` /PLATFORM 184N+184 PUBIC WATER EXISTING 3150 ?O o 17� y SANITARY ry 0` SYSTEM �• 1 169 ,^ POOO L RIM WASH 17 0' +15.2 0 PROPOSED m / SILT FENCE 6• \ \ PROPOSED .i 4'X25-WALK/TAI UTI STAIRWAY BOX O%W/ TO BEACH 17/+ WATER +" SUFFOLK C.OU14TY DEPARTMENT OF HEALTH SERVICES Fil SGOT DRAINAGE CALCULATIONS 16 PERMIT FOR APPROVAL OF CONSTRUCTION FORA STORAGE REQUIRED +15.4 +15.7 � TOP OF BLUFF ROOF AREAS �-' lg - - __ " . >ow ,�- SINGLE FAMILY RESIDRmCg O tr _ 8 WALL 1 3'E RD-1 2160 SF X 1J= 360 CF - - - - - BLUFF TO BE AUG 2 6 2016 RD-2 840 SF X = 140 CF VEGErATED WITH NA11VE WALL /S /� - BEACH GRASS±2.500 SF DATE �. EF �lo-1 �i�-0061il RD-3 350 SFX = 58 CF _ - sr� 44W V IVIS - - APPARENT PA - - APPRovED 11 POOL WASH: (20% OF POOL VOLUME) 7 \ HIGH WATER :XIAUM VOLUME=23,000 GALLONS X 0.2= 4,600 ALINE GALLONS.4600 GALLONS= 615 CF - - _ _ FQ� OF- - BEDROOM6 STORAGE PROVIDED ' f _ J EXPIRES THREE YEARS FROM ®ATF OF APIPIMAL RD-1 (1) 10' DIAM. X 6 DEEP. (6) X 68.42 - - - 52"330" V_0_ �S z (-7-0 - - = 410 CIF Z RD-2 (1) 8' DIAM. X 4 DEEP. (4) X 42.24 & o° 169 CF RD-3 (1) 6' DIAM X 3 DEEP. (3) X 22.34 $ 3 = 67 CF PECONIC BA POOL WASH: (1) 10' DIAM. X 9 DEEP. (9) X 68.42= 615 CF Title No.: Date Revision PREPARED FOR: ANNE & PAUL PAWLOWSKI PLOT PLAN 950 MATTITUCKO NY NS POINT 011f1AD 952 100 PARK AVENUE MATTITUCK, NY 11952 07/05/2016 TEST BORING (631)-445-4348 06/23/2016 REVISED POOL ORIENTATION 06/02/2016 PLOT PLAN FOR SUBMISSION TO SCDHS Unauthorized a dtF tion to this survey Is a vlolatioyIssiion z,New Tax Map:DISTRICT 1000 SECTION 123 BLOCK 7 LOT 3 / g \ Situate:MATTITUCK,TOWN OF SOUTHOLD County:SUFFOLK ACLE oddPINN I Map of:DESCRIBED PROPERTY LAND SURVEYORS LLP Map Lot:-- Map Block:-- .0 File Date: - File No.:-- ®'AN0 Scale: 1"= 60r 4 155 VETERANS HIGHWAY, SUITE 1 1 63 1 .648.9273 RONKONKOMA, NEW YORK 1 1 779 WWW•PLSLI.COM Copies of this survey map not bearing the land surveyor's embossed seal and signature shall notD ate: MAY 18 2016 Project No.: 160135 0 be considered to be a true and valid copy i C 2016 PINNACLE LAND SURVEYORS LLP SURVEY OF PROPERTY N 51TUATE: MATTITUCK e TOWN : 50UTHOLD o E SUFFOLK COUNTY, NY SURVEYED 07- 18-201 G S FOUNDATION LOCATION 09-20-201 G 5UFFOLK COUNTY TAX # 1000 - 123 - 7 - 3 CERTIFIED TO: 100 PARK AVENUE CORP. PAUL FIDELITYITY NATIONAL NAL TITLE INSURANCE COMPANY 202) �2 �� °�� QO � °-1 OS, 2 � , N Za 0 lop- 1Z_ 2� < 70 °1,:1 7� J� 39 g. y tld V 7Z 7��' 0, O ° 7 0o �_ C51OZ� O O< 0__\1 app O r �? Fo Oo Fv °\4N� - ' 50 V000 1 ?_0.5 p8 3 l t P� �tG 0N\G FEMA FLOOD ZONE ANNOTATED FROM F.1.R.M. 3G 103C0452 NOTE5 "Unauthorized alteration or addition to a survey IVEmop bearing a licensed land surveyor's seal is a ® MONUMENT FOUND JOHN C. E H LE R5 LAND 5 U RVEYO R ��®�.Ey�-� r walatian of seatlN York subte—division io of the New York Stole Education Low' a4 . ® PIPE FOUND �� ��' �1• 'Only copies from the original of this survey marked with an original of the land surveyors stamped seal shall be considered to be valid true \ tt�'•.,,y copies 6 EAST MAIN STREET N,Y.S. LIC. NO. 50202 -Certifications indicated hereon signify that this �rqqq t)q�y �4U 7 survey was prepared in accordance with the ex— Area = GG 86I S Ft. RIVERHEAD N.Y. I 1 001 369-8288 Fax 369-8287 �}` o- sting Code of Practice for Land Surveys adopted Sq. / " fir_;,n` by the New York State Association of Professional Area = 1 .534 Acres C,I — Land Surveyors Said certifications sholl run only Ion i5landland5urveyor.com 50202 �-, to the person for whom the survey Is prepared. GRAPHIC SCALE I°= 60' 9 �OCv -'�`` and on his behalf to the title company, governmen— ;�'9 `�jv tot agency and lending mstduhon fisted hereon,and r•�1 to the assignees of the lending institution Cerhfico- 1 -ficins ore not transferable to additional institutions N 5URVEY OF PROPERTY e 51TUATE : MATTITUCK TOWN : 5OUTHOLD S SUFFOLK COUNTY, NY SURVEYED 07-18-2016 FOUNDATION LOCATION 09-20-201 G \ \ v FINAL 12-02-201 G Opp,\N Gp�CE ��J O(LP\N ° \ 5UFFOLK COUNTY TAX # 0 Q0 1 000 - 123 - 7 - 3 CERTIFIED T0: 3 �P � 100 PARK AVENUE CORP. �Z PAUL PAWLOWSKI PSE OpOZ �° FIDELITY NATIONAL TITLE INSURANCE COMPANY G t 13 O Pil 10 0� N 0\\ >0 �'`, ��p DEC - 6 2016 0 BUMDING DEPT. TOWN OF SOUTHOLD oy�\° 0-1\ �o Zp ►� , opt; �"G°;:p AVER10 W �� Q(ZO o' \ 1�j u1 a Q �,p, G s °, ��� °.F�'`�GPT� N �F�� •� ��p . 05 �tl" p 000 S�0Oe °Z� 00�� 010 1 ;� 0 60A\1 e • � \N ` L 0Z TOP OF BANK < per. . . . . . r6EAOH� 00 ZON _ ����1N. 0 1 03 - OOFo ZONA�E E 70 `; � 20 G �G G� FEMA FLOOD ZONE ANNOTATED FROM F.I.P..M. 39103CO482H NOTES 'Unauthorized alteration or addition to a survey ® MONUMENT FOUND JOHN C. E h LE f�5 LAND S U f�VEYOrr , mop beanng a ticen 72 land surveyor's seal1wtololion of section 7209, sub—diwsion 2, of the PIPE FOUND New York State Education Low� "Only copies from the original of this survey 0 WIRE FENCE N marked with on original of the land surveyor's stampedseal shall be considered to be valid true G EAST MAIN STREET N.Y.S. LIC. NO. 50202 copies" �t '! � 'Cerltficotions indicated hereon signify that this survey was prepared in accordance with the ex— Area = GG,,5G I Sq. Ft. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 / y the Code of PrS State far iati Surveys adopted by the New York Stote Associobon of Professional Area = 1.534 Acres 0 °E j. Land Surveyors Said certific'olions shall run only Ion dandland5urve or.com F -� to the person for whom the survey is prepared. GRAPHIC SCALE 1 50 �sL� s172�2 t J�! and on h s beholf to the title company, governmen— Cp f �T` lot agency and lending ins itution listed hereon,and ANDS to the assignees of the lending institution Cerhfica- 13-188 hans are not transferable to additional institutions N 5UTAVEY OF PROPERTY 51TUATE : MATTITUCK TOWN : 50UTHOLD S 5U1=FOLK COUNTY, NY \ 1 5URVEYED 07-18-201 G V FOUNDATION LOCATION 09-20-201 G FINAL 12-02-201 G Off' GP 0 oG��0 SUFFOLK COUNTY TAX # ,L00 1000 - 123 - 7 - 3 CERTIFIED TO: 100 PARK AVENUE CORP. 1 Z PAUL PAWLOWSKI Op ;O2 FIDELITY NATIONAL TITLE INSURANCE COMPANY ° yam° y° � ,O o� >o <� 0� N O\\ O 2 N �\ Za O �°Z0O�� ti� O1\ Z ' �S �,AZ IZ- , ®� AVE wAL4z // on O 5t Q ZO 10. 0\0 O � 6° � ;p p0� ° 000 C__) r, fC51 rA ® � pd o ® C:) C 'J � hJ Ui" CO > '^ :` t•i 3\� �� OZ TOP OF BANK u t t41 It L= 7 C 7PLANTING5 tb -may^a. t -3 E-) :Fd ' ;7 p 8 Ie�j� t— �-0 A<� w 4 r!•� �' ��� lam=// / �oOp ZEN 8 o; �``,J rn ` • 1 70 4 ra" t 1 "T7 Cri i F Z�N6�v� } r `p �, s�3 ��p00 1 20 CL P� rn ri l } CD FEMA FLOOD ZONE ANNOTATED FROM F.I.R.M. 3G 103CO482H t NOTES 1 NBe- "Unauthorized alteration or addition to a survey E�3 �ffCL �,r. mop bearing a licensed land surveyor's seal is a ® •MONUMENT FOUND JOHN C. E H LE RS LAND SURVEYOR /� LC S®� violation of section 7209, subte Education 2, of the Q PIPE FOUND O\Ci•Ei 7 �� � New York State Education Law �\ "Only copies from the original of this survey —�— WIRE FENCE `�+ ] marked with an original of the land surveyor's stamped seal shall be considered to be valid true copies' G EAST MAIN 5TREET N.Y.S. LIC. NO. 50202 I� Certifications indicated hereon signify that this survey was prepared in accordance with the ex- Area = G6 861 5 Ft. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 p� y the Code of State far Land Surveys adopted �• by the New York State Association of Professional Area = 1 .534 Acres � ¢ !` Land Surveyors Said certifications shall run only Iongl5landland5urveyor.com Fq, 5o Q� to the person for whom the survey is prepared, GRAPHIC SCALE 1 50' Sr cJ� and on his behalf to the title company, governmen- t.,LANA agency and lending institution listed hereon, and to the assignees of the lending inshto hon Certdica- 3_1 88 tions are not transferable to additional institutions i� Generated by REScheck-Wei Software Compliance Certificate Project PAWLOWSKI Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,645 ft2 Glazing Area 4% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: MATTITUCK, New York 11953 PAUL PAWLOWSKI JOSEPH READ PAWLOWSKI INC. DIGITAL DESIGNS PO BOX 781 PO BOX 37 MATTITUCK, New York 11953 SOUTHOLD, New York 11971 631-445-4348 631-252-8578 JOEREADSI@GMAIL.COM Compliance- Passes usind UA trade-off Compliance: 32.7%Better Than Code Maximum UA: 1415 Your UA: 953 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Cathedral 3,768 60.0 0.0 0.018 68 Ceiling: Flat or Scissor Truss 638 38.0 0.0 0.030 19 Wall:Wood Frame, 16in. D.C. 7,735 19.0 0.0 0.060 444 Window:Vinyl Frame,2 Pane w/Low-E 173 0.020 3 Door: Glass 168 0.030 5 Floor:All-Wood Joist/Truss Over Uncond.Space 2,645 30.0 0.0 0.033 87 Basement: Solid Concrete or Masonry 1,568 0.0 30.0 0.056 88 Wall height: 8.0' Depth below grade: 7.5' Insulation depth: 4.0' Basement: Solid Concrete or Masonry 2,345 0.0 30.0 0.102 239 Wall height:4.0' Depth below grade: 3.3' Insulation depth: 2.0' ®� R Project Title: PAWLOWSKI pROFEss�o Report date: 08/29/16 Data filename: Page 1 of 7 J 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 e e ed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.0 c ,tv he mandatory requirements listed in the REScheck Inspection hecklist. BARy �Q Name-Title Signatu q W Date ell I Project Title: PAWLOWSKI Report date: 08/29/16 Data filename: Page 2 of 7 L�oa JOE READ i j BOX 1°31 DIGITAL DESIGN SHELTER ISLAND,NEW YORK 11964; 1 PHONE•631-252-8578 August 30, 2016 Town of Southold Building Department Southold, New York 11971 Re: Paul Pawlowski residence This is certification that the window egress for all the bedrooms and other areas of the house as submitted on the plans meet or exceed NY State building code and comply with all local requirements. E er Date e (2)9 �{ i PLUMBING RISER IDIACGRAM 4"VTR 4"VTR 4"VTR 1 1/2" _ I I Z � � I � � � � 12- I 111/2" 4 G1 I 1 1 1/2"1 � , r � � 11 1/2" \ 1 �/ I 4"Cl I I I STACK STAG I 1 1 1/2"1 11 1/2" 1 1 1/2"I I I I I 12- I I I I 4"Cl I I 1 1 1/2" I I I I 1 1 1/2" I I I I STACK I LAUNDRY I I I I I MASTER I I I BATH I I I KITCHEN I I I POWDER I I I BATH I I I f I I YJA5HER1 I I I I I I MACHINE TUB/SHO ER TOLET 1 SINK SINK I 1 TOLET 1 1 1 I TOLETI LAV LAV I LAV LAV LAV FJY i 1 FIRST FLOOR ISHOWER 2' Co 4„ 2, Co 2- 21 c o 2' 4" 2, 2, 4„ 2' c O "F.A.I. GO 2' 2 4"61 4 Cl 4 GI 4"Cl 4"CI - - 4^Cl c° c.o I WALL OF HOUSE I 4" E.H.G.I. HOUSE TRAF CONNECED TO APPROVED SEPTIC SYSTEM BA5EMENT FLOOR ®f NEW PAUL PANLON5KI RE5IDENGE P.O. BOX 781 MATTITGUK NY 111153 �F�pROFESSIQ����� ADDENDUM TO PLAN5 8/30/16 DO NOT PROCEED WITH — _ — — FRAkIIN010TiL SURVEY A OF FOUNDATION LOCATION • HAS BEEN APPROVED. PLUMBER CERT/FICATiC' - -- ' N AP ROa�ED AS NOTED ON LEAD CONTENT f�EFC, o N � CERTIFICATE OFOCCUPAP, 1,12" GYP- BD. ON 2X6 � C, A DATE: I .P.# COMPLY WITH ALL CODES OF WD.STUDS AT 1r," O/C J FEE: 7�-DD NEW YORK STATE & TOWN CODES SOLDER USED /N i`i'ATF_, WJ R-21 BATT 1N5UL. EY: SUPPLY SYS 1 EM (,,;,�'NC F AS REQUIRED AND CONDITIONS OF /' —' !I� NOTIFY BUILDING D,.PARTME AT EXCEED 2/1 D OF 1% LEI;:. •• � , 765-1802 8 AM TO 4 PM FOR THE ! A� -TYPICAL, FLOOR CONSTRUCTION l � FOLLOWING INSPECTIONS: 3/4"T<G CDX PLY1.L'D FLRG. ON _ 1. FOUNDATION - TWO REQUIRED !f✓� 11w i„ ENGINEERED FLOOR JOISTS l !,�„� DESIGN BY MANFP_ FOR POURED CONCRETE SOUTNOLDTOVINTRUSTEES ��•� � 1t BRIDGING- AS RE-QD 2. ROUGH - FRA TING & PLUMBING ALL PLU'."5I`!G --- CA RASE DR d 3. INSULATION ' A N.Y.S.DEC 2x8 TRTL, al!_L LATE ON TRACK &WATER LIN:8,:._._�) , c ;.,�- -. „ -, c :a FIRST FIN.FL. (X4 TRIM 4. FINAL - CONSTR;CTION MUST TESTING BEFORE CG�'ERINGtz` 1/2" SILL SEALER W1 i/2" DIA X 18" -_� -� ST FI - IBEYOND) 3/4" SLAB RECESS AT BE COMPLETE F0`-1 C.O. ANCHOR i:OLTS 9 �i2�" O.C.MA t� 1/2" EXP.FILLER GARAGE DOOR ALL CONSTRUCTION SHALL MEET THE 0^CUPANCY OR c� CONC.Ih DRIVEWAY „ USE IS UNLAWFUL "� .- Z 4 REIN, GONG. SLAB IN REQUIREMENTS OF THE CODES OF NEW ` GARAGt (SEE: NOTES) YORK STATE. NOT RESPONSIBLE FOR ���`'PL/1C141,nDd"'t`s REQUIRED PREFAi3 DESIGN OR CONSTRUCTION ERRORS. WlTf�o STONE VENEER ° � n WITHOUT CERTIFICATE =_ DRAINAGE INSPECTIONS ARE REQUIRED ELECTRICAL �?I 4 RESAR HORIZONTALLY 8 FROM TOP ° o ' '° 'apo , 1 „ Contact TOS n a p e Y •° °•o e°.° ° _t ° Qd , :�„• Engineering at 765-1560 before OF OCCUPANCY INSPECTIO."I REQUIRED GR.�DE VARIES I a v •°o ° Q_• :�-Q'i �% ° Backfill,OR Provid-_Engineer's Certlucatzon (/7 ° ° that the dralm-Se has bean installed to Code. LU I I 81W X 9'H REINF- POURED GONG WALL 83`-11 112' c I :QE' /\/\/\� WATERPROOFING - I/2 GEMENT C1 ° I \\//\\//\ 21' PARGE t 2 GOATS TAR I PROVIDE "4 STEEL REINFORCING BARS 8" Ri=1NF POURED GONG WALL ®R3 ALT: TUFF N DRI XT5 00, .la a (FULL HEIGHT) 9 12" O/C WiTH 8" INTO FTG. I ,/\\\ o oe CI BOTH VERT AND HORIZONTALLY Cp .. I /i — "4 �EBA�SIB" O/GVERTEHORIZ...... -.. -- -- - - - - - _ -- -- I WERE Tit: ALL BARS) OU L CO pa .4 Z f.., _,. °°0oe ', b•Q°• ° j 4" CONC. REINF SLAB ON 4" POR S FIL Z l1 e. _ ____ � _ _ --- _ _ _ — _. — .._.. .._. ._ _ E �`�, a •1 a CsARAGP WALL FTG- c; - 8"N X 1'-S"lD REINF CONCRETE FOOTING — '-1 I CEMENT GO - °�' `� 1 W/ 6XFr W10/1[T WWM a COVER E ` ° °. Ob dl IaJ CONTINUOUS I' MW REINF ° ° "S 00100 ' i / &MIL VAPOR BARRIER AS READ. 10 (2) 4 BARS CON ° ° i -. � O ON UNDISTURBED EARTH - REM01/E ORGANIC/UNCONTROLLED FiLL �p ° REPLACE W/PROPERLY COMPACTED FELL TO' . AND REPL G �SC04Eocs; i'-:3" I ` ( 04 0 a . (y-• Q! TYPICAL HOUSE FOOTING - 12"H X 22"W REINF.CONCRETE FTG. W (3500 P51)W/(3)04 RE. CONTINUOUS I... AND 3"MiN GONG. COVER - ON UNDISTURBED EARTH Q GARAGt DOOR/BLK :'s I G;�12GE FLOOR Dl�t GIDE I I (LAP/SPLiGE JOINTS) L� "Ir)" E° TAIL, I DESIGN CRITERIA_ SCALE: 9J4" I'-2�' N I I I tV W I = I I : = I r L STRUCTURAL DESIGN STANDARDS. ANDI?A L .CODE(2010 EDITION) ' PROVIDE BASfiM"NT HANDRAIL i-f/2"VIA ROUND WOOD CONTINUOU5 W t > ' MOUNTED 36"ABOVE SLOPE PLANE I � ( v I NEW YOM RES. TiCN) I t9UIL.CING CODE Ri QUIRT'-1 iT5 FOR ST�3ICTURAL G�tC1T(AGI318) 1 OF STAIR 7READ5 ; i AMERICAN INSTITUTE OC STEEL CONSTt211GTfON SPECIFICATIONS(ASD) Z N I I I ( N I NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION(NDS) BUfLDIN3 CODE REO IRE TS FOR MASONRY STRUG'NRE5(ACi$3O) " ( (3 DCUNLGHTSS CENTERED ON SQ$10E WINDOWS MIN T FOOTCANDLE o GENDER OF TREAD TTG 1 2 MAIN i"FLOORLOOR tYT LOAD i 40 P5F ( •.,,? ( ; W/3 WAY SWtTGf-1 TOP AND BOTTOM OF STAIR I MAIN FLOOR DEAD LOAD c 18 PV- I I PROVIDE BASEMENT OUTLETS PER NEC 2T0.52(G) STAIRS • T00 PSF ! BUILDER TO COI ELECT.PLAN W/OWNER 1 i '`1 1I ROOF LivE LOAD: MINIM c 20 PSF GROtAJD SNOW- 20 PSF+DRiFT(PER ASCI T) I o•.•iw Gei l�(EXPOSURE S,PARTIALLY EXPOSED) 1 CT= LO(R GREATER THAN 25) �t 13. WIND LOAD: II 2'-5 1!2' BASIC WIND SPEED(3 SEC.GUST) c 120 MPH I L�. d q ;......,,".,..,:.:....:...:,..:,,,.....,.,. .............. :.I 39 1 1 1/2 TEWRY I) EXPOSURE s I ' " tm i (GA, S TPAN ro FT,EXPOSURE E) I DF-SIGN WIND PRESSURE POR SEXT'ER OR COMPONENT 4t ADDR•Y.s: -t t� i... _ _ _ _ _ _ _ _ ... _ _ _ _.) 3 $ i'--1" 2' 21'-2 1/2" 2' �' !2'ct'cR TO OBG TABLE 160821(2)AND UST H°151FT AND EXPOSURE C,ADJUSTMENT CO=FF GENT= !2S cv 2x12 joists lb" OG FOUNDATION NOTES: 1 (............................:..-..--...__.. .._.........._.,...._....._.....,. ,,..,..........., .... .. -. . . ... ... .. ............... . .........,......,... .....- .., ._, .. .. ..,- ...... >„ ... . .._ � uJ Lu REINFORCED POURED CONC WALL C3500 PSE) TYPICAL WALL CONSTRUCTION I : I "= '� 9 H x S"W REI . — — W/•4 RESAR m 12' O/C BOTH VERT AND HORIz_ 1 - CENTERED IN WALL (SEE: STRUCTURAL DWSS,) FiBERBD SHAKE SIDING ON N TYPICAL HOUSE FOOTING- - 12"1-1 X 22"W REiNF.CONCRETE FTG. `SLICKER MAX' BY BENJAMIN OBDYKt 135oID P511 W/C31.4 R`cBA OVER 'FLAT WRAP HP' HOUSE: WRAP � � � i I L1 P t T � � RS CONTINUOUS AND HYDRO FLASH FLASHING S/8 TYPE X GYP. BD WALLS) I : I I p- N ( i 1 ! v I }. I 14� AND 3 MIN CONC,COVER - ON UNpIS"LERBED EARTH PER MANFR 5PEG5 (INSIDE FACE OF CSARI I I INSTALLL___ �_� - 1 ` ON 1/2" CDX PLYWD. j • N _ _ *TYPICAL C-ARAGE FOOTING - 8"H X 20"W REINF.CONCRETE FTG. 2X6 TREATED WD.PL. ON I ` 1 � ! 1 I I — ON 2"x 6" STUDS 9 16" O.C. W/ i/2" SILL SEALER-1/2" A. BOLTS a �8" O/C - ON UNDISTURBED.� � � L------•••-E l35(d0 P5U W/(21"4 KEBABS CONTINUOUS 2"x6" TRTOSiLLPLATE I Lu 1 ( I „ , , „ o I AND 3"MIN CONC.G01/i=R UND STURSE I -' • 7-3 1 I2 2 _4 —fit. . — R-2l FI5ERGLA55 BATT 1/2" EXPAND SLAB FILLER TYP ' OR EQUAL NON ORGANIC INSULATION — -- --- — -- - 4" REINF.CONC. SLAB (Ira"X6" t- `-' I I A . : X _ N IRE TIE ALL KEBABS BARS BOTH PERT AND [-,ORIZ -- ,_ E I , .' t BARS SHALL HAVE 3' MIN CONC_FROM INSIDE WALL FAGS SEE: ELEVS FOR PRirFAB STONE °I W10/10) ON 4" GRANULAR FILL I : ( O l I I I { N I := I I 1 12-" Y , .. a x :. PROVIDE_'3)'l7 VERT, STEEL REINF.BARS (FULL HT-) s ALL ;. . STONE Vr~NEER GARAGE OI : - BEAM BEARING LOCATIONS °: ° ..,° ..°. N� t I ( d - --.-- �.. ........ f, .... .... ' LII L _. I I I � ( °i a o• •b e(� _ nu6 ,1 rn f u f n nb u f n 1 'S 0 PROVIDE ,I2 MiN.DIA ANCHOR BOLTS W/2 PLATE' WASHER ... I _ �_ � .._ _ — "I -b 9 9 —5'- i2" 5-101/2 - bS 2-73 -3 q -9 6-11112 1I I ; I I ( I ; I ,- 6, 0„ 0 2aF I f ! NUT, /C/MAX AND 1 FROM END OF SILL PLATE / / / � _ � q1 , I II I ' tl I1 : ' I II 1 r^��: 7" MIN EMBEDR4031.6 //\\/\\/� I 1 ff : - « 16" CV PER I \ \ \ \ , I _ 2x12 joists OG _ - - `b I ' *ALL DIMENSION5 ARE TAKEN `PROM THE FACE CF CONCRETE \//\\//\\� 1 f. L:. ; I I I .� N i �� = I N I ;” I c,� OR ROUGH FRAMING o \\/\\/\\ _ 16 7 112 - 1 L— '�, _ I_ — I I 1 [ I _ � ` . • � i I = I I II ? •SEE TOPO FOR ALL GRADES AND SPOT ELEVATIONS ;~ u, , -' - \ ` h"X 6"5TESL LAY GDLUMS •M N FROST iDEPTHSFRoviDE CONT NQ'D TO MAINTAIN JOU501` Q I \ S" REINF POURED GONG WALL r 16-11/2' 1 REINFORCED CONC.FOOTINGS AT ALL STEP I CONDITIONS PER R403.L4 � 1 1 t t I I ( I. ' I a O - "4 REBARS 18" o/C SRT a HOR[Z. I ' { ; I ( 'sa � 0 SLOPE OF FOOTINGS: TOP AND BOTTOM Cr-FTG SHALL BE I — L� (- - - -- -, 1 � LEVEL,STEP BOTTOM EET:TOF'ERR403.1-5 I I e REINFORCED CONC,FOOTINGS AT ALI_ STEP 1'-8"W REINF CONCRETE FOOTING ' GARAGE WALL FTG. - a"" X ffl I r " MEN GONG.COVER =.., O f2) 4 REi3AR5 CONTINUOUS 3 -_-� a -- _ _ _ ° Gi:AD>✓ 5!-,ALL UNDISTURBED IN EARTH •• R.EMOI/E ORGANIC/UNCONTROLLED FELL : I_ — _ _ _ ._ .._. _ _ _ _ _ , ON I -= I � i � �-° •� I � . rv.^, a r=00TENCzS NEAR ADJACENT SLOPE OF 333 q :1 ACTED FILL - : c— 1 - I :, iN ACCORDANCE WITH R403.1.7 AND REPLACE W/PROPERLY COMP i' I FROST PROTECTION OF SHALLOW FOOTINGS Sl-FALL BE IN ,� . �� „ t,1 ACCORDANCE WITH 84033 9 112 =,` 2-7 , 2 2—7 /211I T PROVIDE 51MPSOt�i 'HW' OR EQUAL BEAM I-4ANGERS 9 ALL u.� UPSET WOOD BEAM HANGER CONDITIONS �•" •. � ryt•� i ! 1 I Y I I I I r, , u I I •Stir: FOUNDATION PLAN AND STRUCTURAL DUGS FOR ALL N I' ;., ' N f • .I I GARAGE SIDE WALL :,I ( _ _ - -- - - - - - - - - - - - - - -- __ — _ — _ _ — _ _ _ _ _ _ 12 LVLBI~�M st SON HOLDDCtI�tS L J — DETAIL1 _ - i L__ _J_4 I a SCALE: I I (2) 2`° X 12" L\1L BEAMS I I I I 2'-5112" "N ( ` I � q 3q'-3 1/2" I = `1t zI II i o I1 �' m L g —GENERAL NOTES: COMPLY WITH ALL STATE,COUNTY,AND LOCAL BUILDING- mss. 'oma I I € I a I ( CODES,ORDINANCES, AND REGULATIONS REGARDING- +� '�--• TO CONSTRUCTION 2x12 joists 16" OG 1 -- r ! j II ALL WATER GAS,AND ELECTRICAL UTILITIES I =. i I :• '; I ( : I �' SHALL BE CONNECTED IN ACCORDANCE WITH C_ T l �_ l ( � ' ( I �• : ( � I iii I LOCAL GOD>rs " 2X 12 DI„ Ail " f to CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING : joists 1 OGS 2x1 joists 1 b OG r�IMWNSiON5,UTILITY LOCATIONS, AND CONNECTIONS. THESE DRAUJING-5 DEMONSTRATE COMPLIANCE WI NY RC=S. CODE AND._DO NOT..�PRc5ETIT COMPLETE PROFESSIONAL. ... i "•` ( L w I 1 I ( i I n SERVICES. ARCHITECT iS NOT RESPONSIBLE FOR CON5TUCT[ON 2x12 joists 1b G I SUPERVISION,JOS 5Ar=TY,WORKMANSHIP, AND ADHERENCE II N I ` i I ` : Ii I TO THE PLANS ; " - q'-b 112" ' OWNER SHALL ASSUME FULL RESPONSIBILITY FOR CONSTRUCTION I 1 ; JOB SAFETY AND COMPLETION Or- THE JOB_ T SITE: Nt r— T N N 10'-8 1/2" 10'-8 1/2" t SiiE'- TOPOG-RAPHIC SURVEY FOR ALL GRADES AND SPOT ! ELEVATIONS. S ALL SECTIONS TO EXTEND TO 36' =MEN FROST DEPTH - --- - - - � SEE SECTIONS AND DETAILS I I N I ..•i I _+ I ` I ( I cy I �' � I � � FDO!INGS NEAR ADJACENT SLOPS TO CONFORM TO 8403.1.7 � •. I to SEE SECTIONS AND DETAILS SOIL:. ..-.. . . L— }- ''- AL»OWABLH SOiL PRESSURE = 2000 P.SP.MINIMUM' i 15W,5P,5MSCG-MSG-C .,. i • t •' I I I (5HE: SOILS REPORT BY P.W.C-RO55ER CONSULTING-) MINIMUM FROST DEPTH = V-0" BELOW GRADE I I I I ? I I { 2x12 joists 1 b" OG I I CONCRETE: (SEVERE WEATHERING CATEGORY) � � � t E= + FOUNDATIONS = 3500 P.S.i. A 28 DAYS ,TYPE Ii CONIC., 6 SACC MIX x I I 1 " ( POURED WALLS - 3500 PS.I. 0 28 DAYS,3/S" CHIP (PUMP"''-)MiX : (GARAGE) (HOUSE) i i'I GONG.FLOOR SLABS = 3500 F.B.I. fl 28 DAYS,TYPE 11 GONG,6 SACK IED -•-1 C� I 4" CONC.SLAB TYP. (SEE: NOTES FOR REINF.)ON 4" GRAVEL W/6 MIL POLYETHELENE VAPOR BARRIER � �• I r 1/2" GYP.BD. ON 2X6 I E . 1 s 1 ( PROVIDE CONSTRUCTION JOINTS AT 400 S.F.MAX '-" Q WD.STUDS AT III O/G _ ( I I I ` 1 REINF.CONCRETE WALKS I - m _ i if W/ R-21 BATT INSUL a .; I AND DR VES - 3500 P5.1-a 2S DAYS [1 i I : I I .: II v- I I N TYPE Tl CONC.ro SAC<MiX - REiTr- = W10/10 6 X 6 lWr UNLESS 6�... lu I _ _ _ —_ _. _ _ _ _ __ _ _ I m _ • J ( II I OTHERWiSi=NOTED ... L _ _ L _J TYPICAL FLOOR CONSTRUCTION ^' _ N 13 { -b _. 1 ty rut � yi,,, MASONRY. 3/41! VC PLYWDFLRG-. ON _ — _ _ _ _ _...- - - - - - - - - - - - - - - ( » BLOCK UNITS - GRADE N ,FM =1350 PSI ! ENGINEERED FLOOR JOISTS { _ I LAYER GYP. 150.5/8" TYPE 'X' )` DESIGN BY MAN BRIDGING 1 : I I ":i i GROUT = 3000 P.S.I. BRIDGING AS REQD I MORTAR = TYPE S I V 800 PSI MIN 2"x8" TRTD SiLL PLATE ON - I I - 1/2" SiLL 5EALER W/ 1/2" DiA X IS" FIRST FIN.FL. I t i { ," BAG1CriL L PLACEMENT SFfiAC�-3r)~iT�-7t�Gt�RDAtCiGE7I37-8 41 1---- -- { AND SHALL NOT BE PLACED UNTIL THE WALL HAS SUFFICIENT STRENGTH TO BE ANCHORED TO THE FLOOR ABOVE ANCHOR BOLTS v 48" D.C. MAX t- i- I 4" REINF. CONC. SLAB ON GRANULAR FiLL DATE: GARAGE SLAB -- - - - - - - - - - - - - - - - - - - . _ - i -16" ,. (SEE TOPO) -�-----�-_Q• ° � a 04 REBAR HORIZONTALLY 81:FROM TOP 7/13/16 21' 39'-3 1/2," 211CONC _5" ' BEARINGDG4'm'O/G B .a a 8"W X 9'H R'=1N:= POURED COLIC WALL 83'-11 1/2" I WATERPROOFING- - 1/2" GEMENT = 1 PARGE a 2 COATS TAR I PROVIDE "4 STEEL REINFORCING BARS �?fiMFIFROOPINO AND WATERFROOFING- SCALE:ALT: TUFF N DRI XT5 "�0y0 A4 ' 1 (FULL HEIGHT) 6 12" O/C WITH 8" INTO FTG-. w - i OI` BOTH VERT AND HORIZONTALLY (Y -- --------------.... 0_2 ; I WIRE TiE ALL BARS)' IS 1=. 14�`FSS;CvGp• ;LAT i" "' FOUNDATION L t I I �°b Qo' ° I 4" CONC. i@EINF SLAB ON 4" POROUS FELLG?. TI,�G.MAiEr.IA 1/4 " M 1 F-1' CEMENT COVE '° .o ., :- . .. . . .. . . • 1 ���a 1 WI hXfa Wl0ll0> WWM . . Z €)cr6: Q 12" 1 8"W. REINF CONC WALL WALL 6MTL VAPOR BARMIER A5 REQD. E�r�+�Ts2 PR01? '�S'Q0 cob • ` • a1 ,/'< r��a��Pr.;��`i!t'G;'iC�'=:_;i3rF-F2-�!�E.H�1".4�115Tz��'��OF:hI(a�ii�S�IC�P.�txy!*G';'7x.::."'.��._�ri �t3'.A:`vE;.TC � • �8�,b •°$ : j o C!)NFGYF(Cii5i5uSRiG'.'415='C{)ivir";Y.1'iiH:is (3:5�CTl�h:ti,lfi�u;:LPi�=SS ;U.�,Gi1✓s2�'c:t"fY 1 Q DELETED FOOTER DRAINS .0 o 1 I 'o� .no• I (3) 04 REBAR CONTINUOUS DUE To SANDY SOIL CONDITIONS °e�• ° a'° e y .n ns cow; I Q I W/ 3" MIN GONG COIR •5: i=+3 Ih1".RTiuN t? vF GJ G'ti 7:T.^:i} "':xY tktil N=i:ti'I!`Yu ;f�R110U:60- 4- TYPICAL 60- ': TYPICAL HOUSE FOOTINCs - [2 H X 22'W REIt�R CONCRETE FTG. 1Aid,.',� , l > . ,teC71la,E:<= ? ITtY1J:tru ?i',fs .i4 . o t°,� //O• ° d, 7. _ (3300 P51)W/ (3)04 REBARS CONTINUOUS a ro,Qe - 22" W x 12" H, CONT. GONG. FZINF, AND 3" MIN CONC.COVER - ON UNDISTURBED EARTH PAR V3 MCUTIONi• I �. SHEET: P51) MO N I '"T ii: •1 C i� 1lTi�td 1'11,=L:GSI~iii ,�?I.fS ECL .Vit:�^- :'.:41 i)F,Y= O i L',. `�v-SP iXU,WATE: EROSE vR gj%'--' CLAP/SPLICE JOINTS) ----__---_.__---_____-� PS ) (MONOLITHICALLY FTS_ POUR?=D 1 " Gl"-SER irCf3S1E�9,'.'1'��r�i:5:�L;'ti=AwE,�i;15T RLSO I3�i•�FE^�=:;t�1!'�K�3�c�u 15.,. . . . MAINTAIN 3'-[�" (MIN. SJi:Ff`i•S�•1;7ER..I;��1�Yli�rtCi'IJ�k.�4�I'-fT'fEN�P�C1�IG�3iGN^�. FROST DEPTH)TO BOTT. lif ✓5' '(FI)'i�'r3.i ?PCiE`?t?4,�My:�113?.n'kl~a�K��ttt l<t;' E^^- , �; r OP FTG, OV NES,Y V��c� 13AY/ O'Sy ;• " �r 3 Tis 1'4 f T�t�.5>_ TICAs.G�..T .A s ,O 'Ti-ifr';�;cif-_��(7F�:;44(1n5§�i�''"t�T4;R '�11';�.CI+I�S_ ;:j:::SII:T�i1GF..� • STEP FOOTING (r� G-ARAGE/HOUSE WALL .. .. . .: ., . : ., :. ..,. .-. ... .. . �: nPLY rxj v� -FIAI-� _ F �rT ' is r. {sr'' ter.i� �; .., ' .xPam 1 DETAIL a (f r�( rt'r �5 A ;^�qc•. G a �!X ,•�.�• �.. v'KV+�Y• , tu. 1.�:/!k' rl'-E +1 e•_.,��,'xSYf,.�1I�:.Ij'lS.r•[J AFs�.Z,J, —v+. lslTvi�'.7. {; SJ 3 ,r DETAIL = .. :.�P _6FFiEd'Yt i7[ZJ(li ., f4t .iHI.�`T:'�`Firi5ANI)KVrv,UEPIRpil',N;1!�CS.. < t SCALE: 3/41, i`-0" SCALE: i" =1'-P.)" ... NO 6021A..��G=c, I F�pRaFBS10NP� U-m_ AL_ - ALL ELECTRICAL WORK 8HALL COMPLY WITH THE LATEST RULES AND R-GULATIONS OF THE NATIONAL_ ELECTRICAL CODE, N.Y.B. -jj, AND LOCAL UTILI1`Y COMI='A 41'. REQUIREMENTS. UPON COMPLETION, CONTRACTOR, SHALL FURNISH OWNER WITH CERTIFICATE OF APPROVAL FROM THE N.Y BP.U" PROVIDE 2.4IDV SINGLE PHASE 400 AMPERAGE . UNDERGROUND ELECTRICAL SERVICE., POWER WIRING To . t BE MINIMUM 02 AWG MiNIMUM 15 AMP CIRCUITS" I VERIFY MOUNTING HEIGHTS, LOCATION OF EQUIPMENT, AND i EXACT LOCATION OF ELECTRICAL SERVICE ENTRANCE I PRIOR TO INSTALLATION AND ROUGH-IN., VERIFY ALL LOCATIONS . ' PRIOR TO ROUGH-IN W/ ARCHITECT AND OWNER. I ALL ELECTRICAL MATERIALS AND WIRING SHALL BE NEW, z I CARRY THE UNDERWRITER'S LABEL OR BE L15TED BY THAT GROUP, AND BE FULLY EQUAL TO THE MAKES � SPECIFIED BY HE DRAWINGS AND SPECIFICATIONS. ALL . WiRING SHALL BE CONCEALED, KEPT ABOVE BOTTOM OF 0 83'-11 1 /4" FLOOR AND CEILING JOIST" THE CONTRACTOR iS U) r 11 S_ITE u� AND NECESSAR.YRT PREVENTTHE CONCEALMENT OF PERFORMIW3 ALL TESTS 21 —0 1 n r if 1 n i rrLO 1 STAKEOUT SI-TALL 1=3E PERFORMED BY A LICENSED ' DEFECTIVE OR IMPROPER.' WOW, ALL ELECTRICAL 13 —6 7/8 5 —6 -- 10 —0 5 —� WIRING AND EQUIPMENT SHALL BE INSTALLED IN A SURVEYOR. STAKING AND LAYOUT WILL BE DONE PROFESSIONAL AND WORKMANLIKE MANNER. TO ESTABLISH OFFSETS AND ELEVATIONS AS I w g'-'� ' '� �'� �" r BENCHMARKS FOR GONStRUG TION" SURVEYOR t A SINGLE STATION SMOKE DETECTOR ALARM DEVICE m _ I II . . . . . .. . . ... . - _ _ _ .. .. . .. . . .. . . . . . . . . .. - ! .SHALL BE INSTALLED ON THE CEILING ADJACENT TO ALL H >_ _ ICAL T G D D T TO FY W - _,. - - - :g•.„.Ny ;:\\'ry\ 3�\\\\le>i.'�r\>3:<,'; ____ _.._ ........ ........ _.__ __._ 1111_, R VERIFY L DATA ON DRAWINGS.,_ 1;111...;>.,.,,:>,:,.;:,`\ � 1111.>.�...\.. . .,> ,::.. ... - - - - \ 1111 --IN CASE of DISCREPANCY, CONTRACTOR t0 RACE I VE F \., .:.<,. ::.,\\\ ,;\:\\>:\`�\ ___.. ,. _.: -- ; SLEEPING AREt�S, iN THE R<iTGR-iEN, 1N THE MEGHAN -� CLARlR=ICATiDN FROM ,4RC1-IitEGT PRIOR TO PROCEEDiNCx.. i ROOM, 1N T�-IE GARAGE, AND IN Ot�•4ER AREAS AS z O __ _.__ -3040 __ I I ' RELOCATE EXISTING w REQUIRED BY CODE. IF REQUIRED, cf) I ! �. - ; EXCAVATE AND BAGRGfiiLL AS SQUIRED FOR WORK ELECTRICAL SERVICE TELEPHONE AND CATV SERVICES. j �'.:,' I �' - CO ! SHOWN ON DRAWINGS. STOCKPILE TOPSO11L i w I I 1 I I c0 -1 I i PROVIDE CA" DETECTORS AS REQUIRED AND SHOWN ON PLANS. N ; OBTAINED FROM STRIPPING ROAD AND BUILDINGS i I ,, N I SITE. STOCKPILE ALL EXCAVATED MATERIAL. NEW 4. j ALL BATHS WITHOUT OPERABLE WINDOWS SHALL BE I I I I AND EXISTING BACKFILL AND TOPSOIL SPALL BE MECHANICALLY VENTILATED AS PER NEW YORK STATE w I I `�• FREE OF WEEDS, TREE ROOTS, ROCKS ANG, DEBRIS" I_ I ► I 1 ALL EXCAVATED AND SURPLUS MATERIAL THAT CODE" 't I L - — - _ _ - Is UNSUITABLE FOR R3AcRCFILL oR FINISH GRADING o I ' ` SHALL BE REMOVED FROM SiTE. HYAG — 13'-3 3/8" = � PROTECT ALL EXITING TREES WITHIN 100 FEET 1 ALL WORK AND MATERIALS TO BE IN ACCORDANCE E ---]- I ,GARAGE � C4 t_-- . OF CONSTRUCTION WITH SNOW FENCE AT DRIP W1tH THE LATEST EDITION 01= A i.H.R.AE" STANDARDS" m E ,. ! _ . . . LINE. ..PROTECT ALL EXISTING VEGETATION IN .. . .. ... . ... .... I 00 I " T- N i PERFOR"fANCE SPECIFICATIONS: . CONSTRUCTION ZONE WITH SNOW FENCE, � I `� � � -' BURLAP OR OTHER MATERIALS AS NECESSARY HEATING-1: PROVIDE �ID DEGREE DRY SUES WHEN uz I GUEST BEDROOM I o r N I I TO PREVENT DAMAGE DURING CONSTRUCTION. 0 DEGREES FAHRENHEIT OUTSIDE. I 1 I _1 , I COOLING: INSIDE NOT TO EXCEED 18 DEGREES I I ;: �- ; FURNISH AND INSTALL PRECAST SEPTIC TANG, DRY BULB WHEN OUTSIDE 9S DEGREES FAHRENHEIT ABOVE GARAGE N � 1 _r ` CESSPOOLS, DRAINAGE FIELD, ETC? AS REQUIRED ! WET BULB. N I N ii C{� BY DEPARTMENT 01= HEALTH FOR A GOMR'LEtE EQUIPMENT SHALL MEET THE PERFORMANCE 2X12 joists 16 OfZ SEWAGE DISPOSAL SYSTEM. RECEIVE APPROVAL REQUIR=;EMENtS OF THE NEW YORK STATE ENERGY ' ' CO FROM TSH DEPARTMENT PRiOR TO COYER@!NG I I I21 �., � ; CODE. THERMOSTATS SHALL MEET A MINIMUM I I � I"-- ! I REQUIRED RANGE OF 45 DEGREES FAHRENHEIT -- ` � IF UTILITY sERVICEs PRE-EXIST AT-SITE: HAND FOR BOTH HEATING AND COOLING. HEATING AND . ! _' - ��, ' DiG TO LOCATE ALL EXISTING UNDERGROUND COOLING DUCTWORK IN UNHEATED SPACES TO BE ` 1 `� ._. % - r ii 39'-11 114" r rr i THERMALLY INSULATED 1-1/2" FOIL FACED INSULATION. (� ( � SI r,. UTILITIES AND PIPING PRIOR To ANY MACHINE WORK. im I I 1 " _ _ CLEARLY IDENTIFY AND PROTECT ALL UTILITIES I I CK �) i ,/ I i ` 0 1 /16" 2 18'-5 1 1 /16" 3 6'-3 7/8" FROM DAMAGE AND DiSRLIPTIDN OF SERVICE. LINE ALL SUPPLY DUCT FROMc�FUR�RAGE WITH 1/211 "I `� C � co ARCHITECT TO APPROVE LOCATION OF ALL R=�UIPMENT" ACOUSTICAL INSULATION 6 ID BEYOND FURNACE" �a,� °�•- I Qi N I I S �'�� c`v° - USE IDNSULUAJTOFLEX" DUCT AT LAS ✓ ID" 1 UP i ,. �� 2626 3060 OF BRANCH LINES ONLY. K, 3: I I , „ . .:- . -1111... , 1111 1111,. . 1::1:1::1 :,..,,,�<..,...<:::.::<.:.. ...........:. ...:,,,::1111:.., ,.,.\, .,,...,.,:_.., , :, , . 1111, .,. , ..-:1111,. - _...:.:.,_..,:.•..,._� :. ,,. : . ,. 1111. Ai HA CONDENSATE P ALL BE .,, .,, „ \ .- .. \. ,: . .. . ,:„\,,, ,,,,,,,,, , .., . .,,>..,, . , \, 1111\ \\ , 1111 . ,. . .- .,, ,, . ,._ 1111.., ...._,... ., .,. .. . . ,.....,. , , , , ,.\ 1111 . 111.1,, 1111_.. .. \ „ \1111,. .� ..\, 1111,�\.,, ,. ,\ , . ,... , „ ,, : . : , ,,>,. ,::�.,:::,:,::::.., .:�, \ .,\,,a\\ 1111,.. .\,,. \ . .. ,. R HANDLER tE P , .1111 \�,..,.,1111..., \ .., \�... 1111 1111. ,1111 .. ... ,. 1111. �:: :', \\, .. 1111. ,. „ 1111... ... _ . \ 1111., . .,. .,,,.,,\,,___111.1.. .\..,\, `::�. .,. , ..,\ 1111 . .....,,.,.,....�,�,\ .. v z .. . � : ,,,,,,,,,,,,, . „.._.:.:,,.,,,...:,,._,.`.,; ... 1111. , ,,. .,.,..\,...,,,...,,. .,...„,.:.,.,>.. .,..a\�.,.,.�.. \.,. .. ,,, 1111 \�..,�.., a \.. �., .\,,. .a \ .\ :. \ ul \ ., W . . 1111 ,.. 1111 ,. .. ,,,. .\ , 1111 1111.. ,. „ �- .:,, ,,, ,:., 111;1:,::�.:.,. • 1111,,,, „ 1111- 1111 .., 1111, .,, .1111.•, >_....:- ..\ ,,�>.:,L..,. ., ,\,,, ,.. .... .� .,„1111.,: .:1111,,. .-1__ 111 .,, 1111 - .,. i \: ,:.,A�. ,\.\ .,. .,. , ,,,,,r.. - 1111,,,.,,,,..:”„ ..,\, ,, ,1111, , `\` Y •,� � ! - :., ,,:"1111, , : 1111.1111.. � . `.::::;,•; , ROUTED BY MECHANICAL CONTRACTOR TO OPEN _-.._;(1111.. . :1111.-1111.. i iI s DRAINS OR OPEN SINK AS PER STATE AND LOCAL �,. 14 0 N N L5:�, I ! - CODES.\ i ON - .-._ 1111---.. . ..-. ._............ .—._ ,_. _ % — 1 '" 3 5/16x1 I Ir .. Lu _.-......... ... ... . ... i 9L. T� FLOOR TTI �/C t '...N1-1....-1;.... D---- - .l�D OOM ._. . . . _ .1 - - . . . .. ...._1111__ __ __- _- - -----'-------'-'-- --- -- ._ . ... . . _. . . . __ ... ... a . / y _ ... r�' — ALL MECHANICAL...EQUIPMENT LOCATED OUTSIDE. .� .. . .... - ... . .. . . 11 - I � . ► � �N �rt aI` 5 g 9 3 11 /16 ...3.t r`� lea , N LJ .`.I ' ` 0 / TO BE PLACED ON CONCRETE PAD AS REQUIRED, --. _.._1111 U 1...1. .. 1111. BVT_ U {____ 1 _ .. ,- _,,..,i-... .. a _ i 'X iO'C:L TIES 6`OlC _'' ; 3060 PROVIDE INTERIOR RZAD IANC FLOOR HEATING IN I ' -- . _.__1_1_11 , 1. 7 Ln 1L1✓: 1 Ir/'►C � Raa;Ut I c0 _ w ALL ROOMS AS SHOWN ON MECHANICAL PLANS r Ma, ;.c.>.,,; ,\�:.>- \-1111.::; �k,, ,.;:cc <� �,, .. 1111. . o >i 2668 ' ..t _.. D MESTIC HOT WATER HEATING TO BE A NATURAL Lu C6 R=INRSR�iEa: ' RE PAST-t. IZEFERiwNCE: T - �-- O RCULATING SYSTEM OR MECHANICAL PUMP 6 --••.i O _>.-r • .c .11 . N �- ' f ai .. 1111 ... > A. FTt:?�k"t t1:fY,�,'..:«.<EE.Aq vlr v!,'EV i,�`.%.'�i!y!y t�i�t�;��,Y`Il5 a.,'�, '�lF,:/. i�I!,�/t Ji7 iK. I � � tea. 1 - o _ ! 2X12 joists 16 CSC cn !; N a Q x. 1111 T o 'F ,� .n : ' t_ ! <•^>- FAtZT"I Rt+Ft±RtwNCE: ,..\ f (� U ... N t... M -A rRI,,Ah UP,'E t,��iA€_i T ANDARP;tN5711 J , : I.?- o 0 0 1 c- �- :, _. ... ... ._ .. 1111 ... 1111 .-:.i.' -:. 11. 1. 1. 1111. „., ,. r 1111 _ � 1111.. , . .. > . ._, ;1111. `11 11 1111,,::?;: >:.:..,....,,,...,,.,....,, FART-2 ,F G :. 1111 '1111 � .......... _-. t'�.3 t I? V. VG' a`�. rev ... :d # ter :< i ,1..> f rf .•t �, ,. V. i„rr>.•_.+r:_. :..x>-. ,._E 1111,.�,\D`\\.,,a,,. ,.....o. ,.,..,a.,�..0..\3,:D,a\,>::��s\�,,\�\�\��� 1.`� 1::111. i n<. r1LN_. tP.l:.,x�ALLf3ar, i1�rA_. E tI1�lA_ Its nCLJr.Dn�,.c iti:Tri THx>,Rtnrl.>✓�,. 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I :JOD�I`CR?C;C 3EaritisSlRrr?GI ktNri 1> i.;AY`F.�r4[rtDrlmCEYC`=?5hrtA EltAGit i: ...- Q- 6� - ��1Z�_)OM .'-,•� _N � q) Q0 \ (� G: erEb.lralL 1'`i u 5="u 1T;Ott Ek tit^'. Al CX ti k:*I- -,"A'5 M �UFAC :.r` 1 '- 'rye:'... _ r:t�. URr T .. ! t �t.. 4Ar iJRED 3Y 5: R6Vi�t-`irlLa ltd. �" ,• > T' r :r r ♦v ,tom. a x•1 C:: Y>a_ r a 1, { o E: {�tiTERIOZ,'S:A@4 >0,r�E tlWs :rl55j(:5! TEF.':Z:Z5TAIN.•Aa-M. i�1V- A(R rL-RED 3Y5>EF.ik'L-rfi,^€€AhI�CK: '< -1 1'11 - ., ' , . .EC:iIMLE?`G _1 ' — ,. ?. .r..z ,,;1. ^Ni r n C!r Itir;. eu 'a %�L'' ^;t t F W"TE9,1�7R 5T'NN t tIM5;1..1C 5i.''v0:,GLA5✓„ Ei~TTIA�(-,rk,:.�,>„I A.5a!<r� 1i��C. 'fL p Ef`I" C.. I: 1111 DATE: s f' MN'13�.r:l�f i,{''3'Y.r,.:f-17.v>E... L:•:,,. . :'t.4 w: I 0. i' Iain, i'�iW ✓� ,n1° fC--t tj v ..�'TE±. !O,P,,5TN: ,. -O-E'S; APG::� F,00? :��r_'�r: ;Nl, . fs�AN f-,r�CTU V:si _ - - __ _ �){ t f r ✓! 7ltt tV-ZYtt }t6aYr 4r�,EnAi 'L1�4�'<, r � - , ,< ; . REQ L r�,I j[/j�* r � 7/13/16 1 R 4I 11 1 1 r ti !'�,I,,� s�' : tq N ESI 1 II 3 — ,°' —�' —0 5,-1011 x'_71► 3 —C 1 ® 7'-4 5/16" t �.t �a �- 5 —10 1 E <<ti, r3w°i.,u i, cE e- 5�r �Y =�A c.re ..,_t tr riu.t E. .lit it 1� ; t i � t. e - ." ' '5URF.i GCE5.:�^:�ir0UIR>=O'N A L liO.:'- AN'79 lRNY Itv FEKF>C70-&t5,A't—;�'.r3.r 6-",?Er`i_tkN'i.5At�!)r!,51!OGT" ; i Ir i 11 1 (�ri t, z �,t,,._F 1. r .ftf� sal+Ok.k..'i�LL.EE 7,x01 E-P,LY-Fr;E_Ftl�EO.','. 0t iO,?"7'P.I f"4?I=" -A'4uFAG JR t� 21 ® E 21 -3 5/1 V tiF� fiQ r�T; .4a._ 9 —5 1 16 ' :NY!r 1 ''ROFESSION i - . K �r�j r� I_ r� ".,,: =; =� �vY r E :: 83'-11 1 /4" i �: E?AINNt;G'SPIA� wEAIYt{Et7,A5F�#LLCaasS _. .- __111.1. NEW TORIC STAN ENERGY CONSERVATION CODE SCALE t s' I..EMI� p !r G. r t i r: 4 ;cc r.... . izl�tia 'wrAE xi Io iT; PLUMBING FOOT OF OPERABLE SASS-I. 2.;IANyKJ,&Yr,.j1 A _C1SE f1�GI�•r,.,i -A ,I C'AT O;?'t"m^RICK;p1`iNt i^li.05HE#F :; " r_ CONTRACTOR TO INSTALL WATER SUPPLY AND WASTE ALL WINDOWS SPALL HAVE AN INFILTRATION RATING �'a ;,:�: . . . .. 1/4 " = 1 FT u;.ENi Cp.N <STAtN: rG~.:-T'yYu C r;:a Ch... - .R`;i.rI!!v' s�T�t ur::YEI:,'TSN;'Fifa 5_.t'^�<?:, z..» 1 DRAINAGE SYSTEM A5 REQUIRED, THE WATER SUPPLY EQUAL OR LESS THAN 1�►S CUBiC FEET PER MINUTE. :. �I�t rS 3{.�: < �r3 r r t�F 5Tnt�I:•.�IN:1�i -FE R ar6.- - 1 stFloor ! SYSTEM SHALL USE COPPER PiPE THROUGPOUT. AIR ' EXPANSION CHAMBERS SHALL BE INSTALLED FOR EACH FIXTURE AS REQUIRED BY SYSTEM" WASTE PIPING TO I FIREPLACE 54-TALL HAVE INFILTRATION LOSSES OF NOT HAVE CLEANOUTS * ALL CHANGES OF DIRECTION 4 AT BASE _ MORE THAN 2ID CUBIC FEEL PER MINUTE W1T�-I THE OF VERTICAL CAST IRON WASTE STACKS" ALL FIXTURES DAMPER IN THE CLOSED POSITION, AND SHALL BE _ SHALL BE CONNECTED TO A PENT. PROVIDE NOT AND PROVIDED WITH A SOURCE OF AiR, DUCTED FROM THE COLD WATER SHUT VALVES AT ALL FIXTURES" E OUTSIDE, SUFFICIENT TO SUPPORT GOMR3USTION" THIS SHEET: 3 PROVIDE A MINIMUM OF t4) FROsT-PROOF HOSE BIB5 j SOURCE OF COMBUSTION AIR. SHALL BE EQUiPPED WiTH A AT EXTERIOR. PROVIDE EASILY ACCESSIBLE DRAINGOCK. I DAMPER CAPABLE OF SEINES FULLY CLOSED. 1 : ALL MATERIALS AND METHODS SHALL BE IN E ALL HEATING EQUIPMENT SHALL MEET EFFICIENCY ACCORDANCE WITH ALL APPLICABLE CODES. I STANDARDS OF THE NEW YORK STATE CODE SECTION E LOCAL ,AGENCY INSPECTION AND WATER TESL 5032 PARAGRAPHS Ad B_ THERMOSTATS SHALL HAVE A REQUIRED ON ALL ROUGH PLUMBING PRIOR TO MINIMUM REQUIRED RANGE OF 45 DEGREES TO SID F GIM 2 I COVERING OR CONCEALMENT SHALL BE MADE DEGREES FAHRENHEIT. DOMESTIC HOT WATER SHALL BE WITH PROPER AUTHORITIES. ALL WATER PIPING EQUIPPED WITH CONTROLS TO LIMiT WATERS TEMPERATURE TO PITCH BACK TO WATER HEATER AND PUMP TO A MAXIMUM 01= 14ID DEGREES FAHRENHEIT" SYSTEM GRAVITY DRAINED" . . . - ----- -------- MAKATIM, A r INSULAT-1 NCOM -pill "-I'- P Av--M E EXFRA Vlel E A' G? CE re A151 T Astii_Wemr. 'ON' 0M-�O ?Z-I. is, 'Ywir ULAT, WIL FAKT-3'. 6t��614: OR&1.6'E'P'T6,ALL EXIEZOR WAU-5."FOUN! �AKS.ANIDCMUN 0 L6- �6,- 0 , W,r VA.�c 6 A'R" E 1 TO llnt WA* K,M�6 10 E. W, L 6�A N* -5 A S,SMI E N-- F u i m E p 6 To �v- A a.a A z ON.5;"W07714 JNN5jw11ON1 W.u5T' 7-Ac, mms t 5 0EdFi6-,nj' 0 y. 0'5 1"4 5L)L'A'i 0 N TO CO M. F L Al �TIO- UWTO RIK ADQI N L045t N v vz i�,tf cr t,*. -UNFINT5,HIED cf) 6.: IZ-15 KRAF:T��ACEV F!P`_'XGVV--�-� 5-all)wAILL NURKNi�,AT 5; K�2�kk A F A C E V F,I M F�L6 L A 5-3 A V..I N t:L A"T 0,N FO K al�'WA L m gs 51 T_FAIGE_r..'� E` 1. X-55 CELLIJ1_C5E F-Al-CMINGS,U-14-0� AU_EN�Sq To im-�s N,-T�m,N'A.vNI"I'LIM A1Z5!"ACV,F_Y`.F0?'AR GIRrIJLAT1jCI.1 100F w 00 CO zo C-0 Z P, W-SULATIONI-OR OTHER ACCEPTA-51-E rr,1fSMXc rOP,COLVItVAI-ER Firc-5 IN Umro,momo,44EGI 5�AC-E-5 TO ADEQUIATELY it C14 0 > > -_Ytmf��'W.04144,=R. w W F. 11,40;TALL V�,A:51r FOR N T 1A AN K LIC "ST? P LA-5 IN-!�ij1_Aj0N"AN-9 FF.IZ MA;1.jU-`ACnjj1Z;_X5 00 w . . ... . . . .. .. . Lu N z ...... -ALUMMUM.GLAD W66D MM)6w5, CONTIN IOU5 METAL R106E VENT 'A Z�F 0 P,�F k icx.!�f I A t BE_P-�: FO'LO t I�j I A LLO WA tZ: I0 N'7 -------- _____-5TANDING 5EAM METAL ROOF ROOF PANEL CLIPS 7 t, SELF AOH;:RED MEM5RAIN 513"ROOF SHEATHIN45 7 AM 5EM W P M?\- W 4 YN-V V th Z AI j C-i U 1 A-,Ol 4. X i 6.1 x all COL F E. FT-,A,-w,A-rox A L '!Z- C.N A,F>50 C A7RO N-1.1 'A-6 0 F 0 K F K 1) A W 9 P CARPENTRY AND WOOD: 61,x 10 5 T 010 Rule!5 ;:VITO T. CEILIN6 BEAMS FW:�M REFERENCE- 5 UM'-11 Ff�0 1) a OAF y W S,10311 A. Aj�. U—iz OF c-thz-%,G 5rki�vNIZ95 A PAkT-,3:' MQMOW V ANC 0 MAT 1 7 u- AMIERil. -GWRTY FOR IN 5-VENTIN6 AIR 5FAC, -2 2"X 12"POOF RFTER 16"OX FAR FOVUCtrp.. 4 U-1 Ot AN�* 'KA!'F% E 5- c r- fR-aZ CAVITY IN-5LUT;OI N r3 D; R! E e 11) I A;L A-N,D 516"YqALLEOARD 0 cl.2/14 A 5. W!INf �1 F L A c I I S. Cr A N E 5 11P, 0 UR 5 1,1 A L E-M!5 A T Vi� P� ....... ............ lu .............................................. - - -------- DE 2. L----.rONT,VENT-OF FET 5_A� -fi all LG:JA?:j �-IN EA5T ELEVATION mc% HARDIE B- ORV SIDING t.?A 1 F A 61 R u I A. um BUILDINO 5ARIOR 1 L(v ^Ft.51 N :j7,5 a4 A CON i*EC.: Chi< 5�A c FLA5HINC,TO BE YWN A a Lu 1,2'OUX FLYINOOD 5HEATHIN6 'XP5 AN A F,4 06.. Aij ACTIJ EZ i=-15 W R-Iq CAV17Y INSULATION 571:�,PAKD OF s 5H.1) ION'cAT=9 ON,T HE M-F ALL Ev L Ft KE_E C Am R IIWREON DY IAN 14 A Em L X REF FE,; A 5m OF THIS- 10 NO y!3F_j�F EC'MO IN1 NO, W1 'Ch, A 577 zc�,E. AU 0--5 0 EXCEL PP5 CZ-0 C IAR FOOT OF CIRA.Cr\ UN CCO R Pit NCIE WlTi 1 A51 V,2 F RF EP AN ACC 17� ---Ti 1*_F�5?DN 5 -kEAR 011 rit,A Fv-?_H .4 A!W A FR OF 5 N A N E;:R I N`1.1 V: S M c: ON, R E 14 D w'! F, :O� -D OR CEOMM E FLA OR E 5HE -NT f3F Tfj C Til A ES L 0)U N A' 90 A- A I51. E tAN AN AR GRAVE 2 X'_ CCA 5ILL PLATE E Ls RAT TOO COFFIER 15ILL 5EAL NITH FOAM 4"X 30'OAK FLOORIN,5 A L----1 2 X 1/2"ANCHOR-LTF,45"0/0 VANTEC SUB FLOOR W:NY 7FROM CORNERS 2"X 12'TJ I FLOORI 416 SYSTEM :7 VA I- OP Ws#4 VERTICAL RE-BAR 24"010 R-30 0,45LULATION LE55AN IiZ!G—,-F C-0 Ir At. A' -1 LEAK -JIF 'F 24 #4 F40RIZONTAL RE=5AR 24"OX/ K12X'l 112 STEAL BEAM ........ Ln 4"X 4"STEAL LOLY COLUMS ............... .......... 5-.,A,U H 0 R 5 N 0 IN E R 5 F OK U 03 N.5 5' i 2'X_TX 2'PIC FOOTING, R C_ _f - � 'Irk, k. '� PlY H.. 4"POURED CONCRETE FLOOR E. MAN .... ........ ---- ------- 4 RE-BAR IN FOOTING . I -Alli? MA LE LE' ........ FAC7 M E m "FOOTING55 L EA5 1 bi,x a 3,,'R 0;15 Ti L N AND t MA CIN rw::r .5 ,51 I ....... ...... Mr ;F,45�0. �'!5, Vit 10 N WAI KN 77 1 N- IC 11Z! L GA NP V 'IF VE Z 1&REAT ROOM GRO55 5ECTION ON A 2' EXA -51UP.r�4E Gz;BAr H U- PART4 F M E i A"Le OF Av VE0WcEP 5EC-ION 0! KEPORT FRAME Znj E%7�1,1 'Clz PART;J REFERENCE: U Ek A, 2. 5HA-�-1 T�Q rA! A; IA 11)t,ARE NA7;. OTOAHCAP 55 5 i AL,_5 AND OF A C� 1.Z VIM -1 G&fEE STJTUT A iZEIJ� EV G. ASTM Of A;�E Oil A, .,Z LEA AN: 5Fsi A" 0 A , ?ART-2 FRODUCT9- -AP- K N,V j A R M1 A5 FWKA DAMAGE BY CHE$4, Ckt. 5C Ai J-_ F 5 F L EN 7 S_=Tc CAR I�y E A. ALL VCDK5 AND C-Ui55 00,1';Z5 5��kL p CE.A' D, E6 5 0 1-TH TV1,E M IN THE AFO'EMER. C-C III-F0 k 1D:.AS NA, t;"5 0 114 L lu GLA`5542 R MAII? fQZO r-f%44 50gUAIZE F T 05 DOOF ffA MTH'A5TM E 28?�AT' fz CF -A -c E Z Ln T 5.' A L 11,119 A 5 T 4 A 'A STRUCTUZAL.- ftI < FOK A tPART-5. EECUnON: tA.': ERECT 517. Ei� A,!�g Tz� AN0 OF,01.;r FLI,E!5 TO tul 7ADH: ;-:4�CH A&M AN , I t2. A 0, I N 5-iA L L E E I Z M-A N LI F A C T u R E R-5, F�CA T?C N's A E C H, Lu tC, AS 101"AN-.0 tk -9 ft3: PEEK ANUPAC7,U N'57.& PM�VAN U FAC�U PECI P1rw1_:rh11.& MIZE N Z-:50 115ADER6 CIE P, H A;Z f r;A CE A H1 co ?Ix! a u Tr H 1 m cz as 04 aEAM A5 LOAD -A L Vol X 10 9'Db 0.0-4; I C) F7777777-1 DATE: Ril c7; nkO alty M116 CO W IN_Hia� ittELP rAINrALL A5 N CID 7/13/16 ETS YS:'FRWACY BET�5 A�FER THE F` EXA, -ratA Cvs Fir, Cl knwe DF CONor ,I:.y .......... v 4'� NE AL 1>tTF ,A SCALE: v &4 OF i> v T� N b OtS-,�xoR+M N,0 1 -T -------- y...... 1/4 1 Ea5 'EF tA* I2. 5 Ei-000OR5 F NSTALL RELATEU DACKING I 7 ill)ajAlWbe�cF,U;14iT1 W NOTU`s� E 1> A5- v i> LA-5E'16 AND AOI�15m_�'!�q 7 'ANLJF 41 > SHEET: DY A-;N A ()f NEW _P C, !A IAL � R st Floor D., CIF NOT THAN f`�ATS. Ft. 4 , NAILING SCHEDULE TABLE 3,1 T I JOINT DESMPTiON FRAIt(IVG 0 Nuit>�EK OF NAILS NAL sPA Ne CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ROOF' RAFTER TO TOP PLATE(TOE-NAILED3-6d PER RAFTER TABLE 34 COLLAR TIE ATTACHVENT SUBJECT TO DAMAGE FROM I�� I -- ( IND iND SflsllO _ ANTER ICE StIEI fly AIR ? CEILING J015T TO TIF' PLATE 3•-Ed PFR JOIST iMF FTIM Pff SPS(F►3 }�Na SN(Y# DEIGN DESIGN UNDERLAY�IENT HAZ IM FREZZINC I TABLE 7 EACH LAP 14 1 �+EATNERING FROST UNE TEMVITE DECAY TE$�P REQUIRED iNDEX F- CEILING JOIST TO PARALLEL RAFIFR ACE-NAILEO � 3. LOAD SPEED (I,IPH) CATEGORY DEPTH CEILING JOIST LAPS OVER PARTITION FACE NAILED) SFE TABLE 17 EACH LAP 3412 12 4-40d 4-104 ---- — TIE TO RAPIER Atm NAILED SEE TABLE 14 PER TIE 17 5-10d 7-106 OD. TD GHT TQ li' YES ND 452 iY S� - U OLLAR BLOCKING TO RAFTER (T -NAILED) 2-8d EACH END 24 �t e-1 20 PSF 120 M'PH C E T If HEAVY �tODERA:TE RIM ORD TO RAFTER(END-NAILED) 2-166 EACH END 2g e-1w sem_ ! W I WALL FRWN t WE* 110 VPH. DPOSURE C — - TOP PLATE TD TDP PLATE PCE-NAILED) 2-16d PER FOOT 4.1s 12 3-1Od 3 Dd DOD FRAMET1 E3UILDiNG TOP PLATES AT INTE MCTI S (FACE PCE--NAILED 4-16d JOINTS --FM SIDE Is X106 �10d ROOF HEIGHT>30�T STUD TO STUD (FALE-NAiLE 166 24� Qt:. 24 �-ttd Q-1od BUILDING ENCLOSED HEADER TO RE40(FACE NAILED 16d 16 QG.ALONG EDGES ROOF JOISTS SPA=iew w TOP OR BOTTOld PLATE TO STUD EttD-NAILED 2-166 PER 2X4 STUD x-1fld e-to�a .`` _ -164 PER 2X6 STUD m 3 �t0d tt1Ta4 '` ,' >: 4-186 PER 2XB STUD 2O 4-106 4—t G4 &12 12 2-1M 3-106 !•- .: . sontV PLATE TO R M JOIST, BAND ST. 2-16d PER FOOT is 3-10d 4-106 � co t7RDJO1Si Div >LDaaNG (FACE-NAILED) 1. REFF7ELIVCE STANDARD UTIUZED IS'lj& BY'AF&PR USING'PRI SCRIPTIV'E DESIGN'VETHOD FLUOR FRAMING zea �.1� ��•-ia�a'� �:::_'; � O 322 6-104 710d1 JOIST M SILL TOP PLATE.OR GIRDER (TOE-NAILED) 2-16d PER JOIST 38 I-10d 7-10a 2 DELI"�LOAM LlYE Loft 19T FLOOR 4>;PSF \ U) BRIDGING TO JOIST(TOE-NAILED) 4-164 EACH END ee12 t2 2-106 3-104 ROOF SNOW LOM =*PSF Ili BLOCIO G TO JOIST TOE-NAILED 2-164 EACH END 1s 3-1114 3-10& DEAD LOADS POOF=10 PSF N ( ) W tl' BLOCXING TO SILL OR���OP PLATE(TOE-NA UD) tsd EACH Et m 2k X106 5-104 MINNUM UNIFORMLY DISTRIBUTED LIVE LOADS LEI3GER STRiP M BEAM ((FACE-NAILED) 2_16d EACH JOiST JOiST ON LEDGER TO BElt1y1 'TOE NAILED) 3-164 PER JOIST n "Oct 6-10 BAND J015T TO JOIST {E�1D-NAILF�) 4-166 PER �1UIISC 35 qCT �i BALCONIES LIVE LOAD f'S� BAND MST TO SILL OR TOP PLATE(TCE NM D) I 2-16d PER FOOT 7:12-'11211 12 2-10d 2-106 DECKS 40 ROOF SHEATHING 2D 3-100dd 4-1003 TTt;.S lV4Tr{ R GE IURAGE 9— Q I A 4-404 4-10d ROWS OTHER THAN SUIPI G ROWS ! , I STRUCTURAL PANELS $d PER TABLE 3.8 28 4-406 fi-40d 32 4-tOd 6-446SLEEPIi t i'. ( i 39 1Dd 3 CEILING SHEATHING 106 �- i CE] N I N : f I D HANDRAILS GU LS I i i GYPSUM WAtl!?OARD Sd COOLER'S 7" EDGE/ 10' FIELD I TAB rAL5NEATHING C 1SED f t r . l i �s ri I i # 100 106 110 20 tib 1310 140 - P 8d PER TABLE:3.9 STRUCTURAL ! I { FIBER ARD PANELS(7/1618d 3~ LOGE/8 HELD PAWLS F r ��RR Eid CDOLERs Y EDGE/10- FIELD GYPSUII4 ';I(AIII�OARD Bd PER TABLE 19 HARDBOARD PER TABLE 3,9 PARTi1100ARD PANELS Bid AIL SHEATHING 1 114'x 20 ga.STEEL STRAP EVERY RAFTER Bd 6`EDGE/12' FiF10 (8)8d NAILS EACH END 51RUMRAL PANELS — 1e OR LESS t; • I TABLE 32A S1t1 OR BOTTOM PLATE TO FOUNDATION � � ? 1, � > ° P. as � °• ' ANCHOR BOLT CONNECTIONS - ° • a ° D J D r• r 7 ° BA3EME1'1t/CRAbtWL SPACE S/8'A?iC,L•!OR BOLTS A 9-0' SPAC1"1G SLAB Ct•L GRAM 5/8'A11Ct M BOLTS • 2r'9`O.C.S,PACi G PROYM V SQUARE WASHERaXiCATtG•M soLTa TO W R.AC,E37 F TO'[x / - T�ROM> OF EACH I PLATS SSE N / r sRACIf'tG WALL FERib46MR WISE I1Au. - 'A tic TYPICAL ROOF / CEILING FRAMING H 10-2 I ACCEPTABLE RAFTER OR TRUSSY j - D D t Simpson Strong-TTe .� � >� L •- 9 � � Rafter toTop Plate Q 16'OC IRE TABLE 3.3 ROOF RAFTER CONNECTION REQU �� - -__..-....... ._ _...._..---_ _.-- -.... ..... ............. ._.. -- - -- ----- - , -..._..._.....--•--------------- --------'----'---- -------------'------------_-_-__...-----... -- ------ OF DIAREGA Rl U- E 5 L•L4AIMA� tL RI., W H2.5(2)ROW9PA24 12 FT 264 235 Y80 P —��LTS1MT812 16bc VA* 19 30 a•fam I.=I � RSPB 21 447NORTH ELEVATION .� 34 2a ..—....... __ - __... ................_-_..._............. -- ___ m. _.__ --------- _. .-. -. ._.-_ . _ __. .-._.. ..-.__._._._.____...__._._.-._......_-_._... ..._.•-__...._.....-..- _.._...-.-----,--------. -._--- -------- ACCEPTABLE TOP PLATE TABLE 17 RAFTER LG JOiST HETI JO(NT�NECTON Lr Simpson Strong Tie 186 Top Plate to each Stud WEII CIFR,1F1LA � 3 OPE N rI IN LS CSF ....,... Mir SP 12 Im 126 130 3:12 fi e 11 14 4:12 a e 11 PHD5 &12 3 5 7 9 w/threaded rod lfTA 7:12 3 4 6 i AWF U4S1e , rsta 1212 3 w. 3 3 4 ' E�1YUKRuNe PATIERf15 ARE Rmum LTP4 ELEt CE J06T T4 cI�#c,#�sr Lar s�1tt TYPICAL TIE—DOWN ALL CORNERS TABLE 39 ALL SH T11 G ATTAI I E?LT TYPICAL SECOND FLOOR FRAMING ---�'� - ACCEPTABLE STUD TO STUD LOCI-" VAX 1�+ � Simpson Strong-Tie i Floor-b-Floor Connections®each stud 110 Qpit 120 UO 00 roe F E F20NE 12 I 12 PHDs w1 threaded rnd 12 6 12 ' E-31.SPACIND AT PANEL ED=ELL(.) F—!(WL SA"AT ItIATE SUPPORTS N THE? FELD FtRi 91EA-NK TH1l 4 AF THE tsr at a 11 4 FOOT EDM E ATTad ° !RAIL BE U$Eq CS16 MTS'.2 Cm LTP4 r PHOS LTP4 ; as TYPICAL BASEMENT/CRAWL SPACE FOUNDATION wllh,eadedrnd �4 ,ALL CORNERS ; SW DiA ANCHOR BOLTS ACCEPTABLE 36-OC(12"FROM CORNERS) w Simpson Strong-rare PROVIDE 3X3'BASE PLATE @ EA,ANCHOR BOLT Stud to 13306 Joist . I - :. :I SP 98'D!A.ANCHOR BOLTS t•R.5 —--- 36.00(12-FROM CORNERS) ---__ 3 PROVIDE 3X3'BASE PLATE " EA ANCHOR BOLT ACCEPTABLE � .- . CONTINUOUS LOAD PATH DIAGRAM -� S,mpscn Strong-rare , Silt Plate to Foundation No SCALE q i 0 each stud TYPICAL SLAB ON GRADE FOUNDATION IL ------------ _ LT r-- T— I i t I t I �I I 1 I PLYWOOD 5HUTTERS- RESIDENTIAL C01�15Tf`UCTION DETAILS I I; ,: ;► , � I , f 1 R' L JAt.1.U1 A1+1D MCT1"tc2lt�t t0 O SUBSTTTUTTONs '3 3.. t 1i: ,.. .r.. ,. .. ... li HAVS T11fi 1 ALL FRAMING HARDWARE SHOWN ON THESE PLAINS. :l Si-�1'Pt�1e 1<1`,t�Rlt^•,4'iI=D N�ID t.1!>�1,.1�1`Oe L�tc,�i I � FP ULE DO I - ( 1 ;.. I, �: t ir:.; ', ;I t• Wt�ou16 AND ROOF t1 Y AW_TO M FASTrM TO ALL ILINDl t UNLESS OTHERWISE INDICATED.ATID. S SIMPSON STRONG TLE. TF9®L212 ISEL SII. AIRS TO AND DOOf@R3 t'SR TABLE SF�itTT1=RS NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. ---- --. .:� ..: ... <': ';' •' • .'. ' °,.•;: 3 I 3 �I "T _�€ ; STt Lt�[SiIDDr iH�4CC..S8 15LE PLACE AND LAMELED I DUE TO THE RELATIONSHIP OF GHARDWARE P FRA ! FRAMING TO qq AN1D P.1�'kI LUEt+lL?C71L1 Dt00l�. I THE OTHER CAWONI NTS OF THE STRUCTURE, TABLE 1�301.2J2 HARDWARE SUBSTITUTIONS LL R ANY FRAMING 1V N ENDER THESE PLANS > v UA I WIND-B PE�31RIS IFFROTECTICTK FASTENING WG 4EPULE NULL AND VDiD. AND WLL RESULT IN THE INSTALLER/CONTRACTOR � a, a ' ^' a 7 r V R ASSUMING RESPONSi81L1TY FOR THE DESIGN AND _ �LL100L� $Tt�GTUToAL t=AT*LEL..$4+s�W ° • > °7 pas � P> _' - �° � a� a � , ° � , ° ✓ D !✓A81i~t -W PERFORMANCE OF THE ENTIRE SYSTEM. > , � ° � � � A#TOOT ePAH 6 FCX7r 8PANL CONNECTIORS To BE AT 16" QC. OR _ , > , � ,' ° 9�> ° D7> R46T PAVE SPAN <PAWL SPAN <PANLIPL.SPATE 1Z* O.G DEPEND#NC ON THE STUD OF JOIST .SPACING ' o � � � u D � D T'T PS 'A 4�T S 6�r S a Fcx7t ° D 2 14"moi ION 120 elm ° D � M 7 r,� _ D . . WOOD� PRESSURE TREATED LUMBER FASTNERS & CONNECTORS NOTE- v ° � � V 7 � � 7 { rr XCONNECTORS. FASTNERS ASD HA{ZDIARE IN CONTACT W PRESSURE TREATED D ✓ D ° D 7 D r I 2 T� '£l 161 The �n LUMBER TO BE EITHER ran BE EITHER HOT DIP CALVANIZEDD OR D � D v ° � � 3 . tt1O�'D STAINLESS STEEL #304 AND #�3316 77 /� USE ONLY HOT DIPPED GALVANIZED FASTENERS WIT HOT DIP GALVANIZED ' t' 7 L � � ✓ DATE a.T+IIS T,4�L.S t8 t r t!¢s 11¢'�f WIND 91°F DS AVO 33-l-flvT1'ir.aJ�L 4EiCa!-I CO�yECTORS AtOB•STAE LESS STEEL��(ARE >77�! STAT LE55 COR D OT IX EI RTO R OR RLY F LUR,F� 1 LL ° 14.1=At3ETI STIALI tri£ lN$TALL�? AT Ot°f°dfi+INCy $GF tU00p 6Tt"JriC1LIR4L PAAt!'L OHCO:CTIJDIf'PED G�,4LYANLYAIiIICSA EN STAINLESS STEEL tu�10 c' D a NAILS SWALL BE 10d CM"CH OR t2d EM HAIL& ZED a WITFCRr411 AL CAPAOtTY OF 4W t°F UNIro. 5OUT LEV TON SCALE; 'I!4 " = 1 I"T SHEET: 1'1� NFA J` • 9 -.�Ygy.r3• �.. .60 , pA'OFESS1U��� _ I