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HomeMy WebLinkAbout42413-Z ���gtlgFtic, ��� Town of-Southold 12/10/2019 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY_ No: 40912 Date: 12/10/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1300 Sound View Rd., Orient SCTM#: 473889 Sec/Block/Lot: 15.-3-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/26/2018 pursuant to which Building Permit No. 42413 dated 2/26/2018 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 COVERED FRONT PORCH, SECOND STORY DECKS, OUTDOOR SHOWER,ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Orlick,Paul of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0096 10-01-2019 ELECTRICAL CERTIFICATE NO. 42413 10-15-2019 PLUMBERS CERTIFICATION DATED 06-04-2019Peders ig nh, d Signature Su¢F1o� t TOWN OF SOUTHOLD �ao`9 �oa BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42413 Date: 2/26/2018 Permission is hereby granted to: Sterling , Deborah 14 Ellen St Bethpage, NY 11714 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1300 Sound View Rd., Orient SCTM #473889 Sec/Block/Lot# 15.-3-23 Pursuant to application dated 1/26/2018 and approved by the Building Inspector. To expire on 8/28/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,658.80 CO -NEW DWELLING $50.00 Total: $2,708.80 Building Inspector 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 $15.0 Date. b r New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: etiffolk County Tax Map No 1000, Section 0� � � Block d,7j Lot 0 Subdivision Oe tTM t/ Y4 Filed Map. �/� Lot: Permit No. Date of Permit. Applicant:_(A ( � � /'C Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: i (check one) Fee Submitted: $ k / Applicant Signature I pE soUp�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.rich ert(cD-town.south old.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Paul Orlick Address: 1300 Sound View Rd City: Orient St New York Zip: 11957 Building Permit# 42413 Section 15 Block- 3 Lot 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA- New Bern Electric License No: 2358-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 65 Ceding Fixtures 14 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 9 Wall Fixtures 19 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt 1 Recessed Fixtures 55 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 54 Twist Lock Exit Fixtures TVSS Other Equipment 2-electric ovens, 1-gas cook top, 1-range hood, 1-combination smoke /co detectol 6-combination GFCI/Arc fault circuit breakers. Notes, Whole house inspection,less basement,basement inspected October 15 2019,by S Devlin,Southold electric inspector. Inspector Signature: Date: March 18 2019 81-Cert Electrical Compliance Form.xls oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �l • i� sean.devlinC-town.Southold.ny.us yC®UNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Orlick Address: 1300 Sound View Rd city,Orient st: NY zip: 11957 Budding Permit#: 42413 section. 15 Block 3 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: New Bern Electric Inc License No: 2358-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 20 Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower Range Recpt UC LED Lighting 58' Pumps 1 Transformer Appliances Dryer Recpt LED Driver 2 Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures Combo SD/CO 2 Other Equipment* Fridge Notes Basement Wiring Inspector Signature: Date: October 15, 2019 S.Devlin-Cert Electrical Compliance Form As " Ot—b$all Amex � Teicpi�e 4631p 765-1802 r'-C.�O�sX 5 QTS S [ttRic(0 1)F65-930x3 t 1!17,9 E •� _ SQUtbbld,NAL 1t-I971-093.! OCTTOWN OF SOUT110LI) 1 1 2099( L.� Dates Building ft�mjtNo. Owner„ ne u cv- FP , (Pl a print) I certify that the solder used in the Nvaiter supply system oontalms iess than 2110 of 10 (plumbers iipature) Swornto before mc dis 2 201 stat Y,x �s�$ IC(M N JOHN E. MSINETTI, JR. Notary Public-Stato of New fork No. 01 ME5020936 Qualified in Suffolk"')un" Commission �-xplres 12106/64—) Kv�l3 �o��oe souryo� - * TOWN OF, SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION FOUNDATION 1ST /✓� [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE�SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]' CAULKING REMARKS: � h 4 DATE g INSPECTOR 1 � OF SOUK,° # TOWN OF. SOUTHOLD BUILDING DEPT. • ao 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ha INSPECTOR OF SOUT�o� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKI REMARKS: DATE INSPECTOR pF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [%4/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F MING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE RKS: i lz DATE g INSPECTOR OFSO(/l�, # TOWN OF SOUTHOLD BUILDING DEPT. couMv,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: 64A 60�. 0��/ "5-0 OW) 4k Dirk b(A§YA-,, 41MAJ . DATE INSPECTOR OF SOOT,foto 1 / # # TOWN OF S - THOLD BUILDING DEPT. `ycou765-1802 INSPECTION -727 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ho��pF SOUT,y�� # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) WfLECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ( 1NSPECT0R�e so f TOWN OF SOUTHOLD BUILDING DEPT. ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL /IID [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]0i"-ce, CAULKING,,,rREMARKS: y 1� FM s Wyk y (44AM 0 (jj-h -�;1/6)U yt&,4006� Sro(C�,' [ s 4 r (� in -L - Oo'-- cro vAft OrWAWV DATE INSPECTORA A PA—) Of SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION / [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- �k] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (Z6 u a - A: DATE INSPECTOR i OF 50UTyo� # TOWN OF SOUTHOLD BUILDING DEPT. courm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Q� [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)I:R�mcw/ [ ] CODE VIOLATION [ ] CAULKING REMARKS: c Y DATE INSPECTOR PGuf 3��� Dwyer, Tracey From: Paul Orlick <orlickassociates@gmail.com> Sent: Monday, December 02, 2019 11:58 AM To: Dwyer,Tracey Subject: Re: building dept. Hi Tracey,for 1300 soundview rd the building envelope air leakage is 2.9 and the air changes per hour is 3.Thank you, Paul orlick Sent from my Whone On Dec 2, 2019,at 9:12 AM, Dwyer,Tracey<tracey.dwyer@town.south old.ny.us>wrote: As per request Please send energy/air leakage numbers. 1 OCT 1 1 2019 igms 1vJ TO 1,F AIR DUCT LEAKAGE TEST REPORT Paul Orlick 1300 Soundview Orient Point, NY PREPARED FOR: Haugen Brothers Inc., 55-70 64th Street Maspeth, NY 11378 Phone: 718-894-1409 Email: bsi@balservinc.com SI 55-70 64th Street Maspeth, NY 11378 BPhone: 718-894-1409 Testing &Air Balancing 1. TSI Balometer 8371 (Measures CFM directly) Application Supply& Return Outlets Readings 2. Alnor Balometer AV-18 (Measures CFM directly) Application: Supply& Return Outlets Readings 3. Alnor Balometer 6000P Application Supply& Return Outlets Readings 4. Mannix Thermo Digital Anemometer DCFM8901 Application Low Velocity Testing 5. TSI Digital Air Velocity Meter 475-IAV#8340 Application Velocity Testing 6. Dwyer Incline Manometer& Pitot Tube Application Suction & Discharge Static Pressure & Duct Total Air Pressure Readings 7. Dwyer Digital Manometer& Pitot Tube Application: Suction & Discharge Static Pressure & Duct 8. Amprobe RS-3 Application: Amperage &Voltage Readings on Fan Motors 9. Digital Photo Tachometer Application- RPM Readings 10. SW Tachometer Application: Measure Fan RPM 11. Bell & Gosett Flow Meter Application: Water Flow GPM 12. Panametrics PT 878 Ultrasonic Meter 13. McGrill Air Flow Duct Leakage Test Rig 14. Shortridge Air Data Multimeter ADM-870 55-70 64th Street Maspeth, NY 11378 Phone: 718-894-1409 B SW 55-70 64th Street Maspeth, NY 11378 Phone: 718-894-1409 Testing&Air Balancing Project Name` Paul Orlick, 1300 Soundview, Orient Point, NY Project#: Date. 1/3/19 AIR DUCT LEAKAGE TEST SUMMARY AIR SYSTEM. AHU -Supply LEAKAGE CLASS: 24 FAN CFM: SPECIFIED TEST PRESSURE. 2" DUCT CONSTRUCTION CLASS: C :DE$I'G_N�DATA FA_ CE ALL0INBLE LEAKAGE ;DIAMETER=-;.', ,; PRESSURE''WG:• - ''iT L y =;REMARKS t SUBJECT "SUR. ( - _ ,i PERFQRM WITNESS _'"_-ACTUA _ _ ' z r' - - - DATE- fp, ATE:ra ., '-_- "-.:: ;i.,..N ii+'-- — DUCT"' AREA''FT F' (riTUBE DUCT. ^ORIFICE�F == = t[u. =BY:; iBY,` -CFM - ( ). FACTOR ,CFM= ORI ICEp A 1st Floor Test#1 175 37.7 66 2" 5" 2" 02 1/3/19 J.T. G L 25.5 Pass 2nd Floor Test#2 150 37.7 56 2" 5" 2" 0.1 1/3/19 J.T. G.L. 18.1 Pass J----� — - i y ; �r_n JV7 rn' OCT 7 1 2019 ® 111/SULA7�N_SYS'�'MS A[[.Nt UITI U GUARDIAN Spray FoamICYNENE- y Specialists 0 it a• Radiant Drywall and Insulation Corp. www RadiantInsulSystems com P O Box 899 NLddle Island,NY 11953 Phone.631-924-0500 Fax 631-924-4584 I Commercial Ltc Suffolk'36254-H Residential Ltc Nassau H1901650000 „nvi roDri, To PAUL ORLICK Jobsite' 1300 SOUNDVIEW Subdivision Lot. ORIENT,NY 1300 SOUNDVIEW RD Phone.516.644-3761 Fax ORIENT,NY SpociHcations FLAT OPEN R38K FIBERGLASS BATT R-Value-38 FLAT OPEN BONUS RM R38K FIBERGLASS BATT R Value:38 CEILING SLOPE - CLSD CLG SLOPES R30K FIBERGLASS BATT R-Value.30 CEILING SLOPE BONUS RM R30K FIBERGLASS BATT R-Value.30 CEILING SLOPE R38K FIBERGLASS BATT R-Value 38 EXTERIOR WALLS 2X6 R21K FIBERGLASS BATT R-Value 21 EXTERIOR WALLS 2X6 BONUS RM R21K FIBERGLASS BATT R.Value-21 KNEE WALLS 2X6 R21K FIBERGLASS BATT R-Value 21 JOIST ENDS P21K FIBERGLASS BATT R-Value-21 STAIRWELL RISK FIBERGLASS BATT R-Value 15 GARAGE CEILING R30K FIBERGLASS BATT R-Value 30 GARAGE WALLS R21K FIBERGLASS BATT R-Value.21 INSULATION PHASE ITEMS 5'MINERAL WOOL INSULATION PHASE ITEMS HERS INDEX AIR-SEAL INSULATION PHASE ITEMS RADIANT BARRIER AT OPEN KNEE WALLS INSULATION PHASE ITEMS WINDBLOCK FOAMED-IN INSULATION PHASE ITEMS WINDOW/DOOR FOAM INSULATION PHASE ITEMS AIR SEAL CAULK INSULATION PHASE ITEMS BAFFLES INSULATION PHASE ITEMS FIRE CAULK ENERGY EFFICIENCY CERTIFICATE Address: 0��;(7(� S Dy"N�� ti �,,� n l ; City: 0 \R'N� State: Zip Code: i °J aiU Residential Compliance Path � OCT 1 1 (Only one shall apply) 2019 2 Prescriptive R ❑ Prescriptive UA ❑ -- Prescriptive Prescriptive U ❑ Performance ❑ i ERI ❑ Index: I Component Values Ceiling R or U-value: Wood Frame Wall R or U-value: Y Mass Wall R or U-value: o Floor R or U-value: i Basement Wall R-value: Slab R-value: Depth: Y ai Crawl Space R-value: o C Fenestration LI-Factor: SHGC: 0 Skylight U-Factor: M Ducts Outside of Y Thermal Envelope R-value: Supply R-8 ❑ Other R-6 ❑ Q) Building Envelope Air Leakage: Air Changes per Hour: m u; u � Dud System Air Leakage: CFM per 100 ftz aj Rough In Testing: ❑ Post Construction Testing: ❑ .!i Heating System Efficiency: E Cooling System Efficiency: 0 0 Water Heating Efficiency: c Gas Fired Unvented 0 Room Heater: ❑ C 0 Electric Furnace: ❑ Y m J Baseboard Electric Heat: q E0 c v Y This Certificate is based upon 2015 International Codes, j as Amended by the 2017 Uniform Code Supplement. J Y o This Certificate shall be posted on or in the electrical distribution panel ! i I i Y U 0 V n. g y � �d� Twwnn� J, ,� .. . : . PAK •. :. , ,: ; ' Pry"ive UA NOV 1 2 2019 f s vvA A car, 3 ros '"` okle• :R. SH ." . AW LtOW, r; Y. w CFM p 100 f1PImst � - ,� �, 'ay.�.►-c.�:. �,,` w i ft- L , waw § Ga *WOIx: ' ^K[t Y " 9 _; . . I hN> ' i r, > ay Y � k' e, r e�m�mr�-..,, _ -- ,� . �- �. r �._ ;. - 4 r .,. __ . . _ � _ _, _. � -� �- .. �� o � 1.._ 1 ♦ l 1. �.. i� tti -.� � :*` `kV v . t. �. � R ti:.k. • � • • COMMENTS FOUNDATION (IST) TIR FOUNDATION ROUGH FRAMING& PLUMBING w INSULATION PER N.Y, STATE ENERGY CODE AW TAM JA P, - t "1G all �/ ,. � L TIMl f/M ADDITIONAL • 1 _ 11 I L . i r� 'fiiif�'�r1t��.ri %srr,»s�arii>T � i� nr • r�� '�y'� ' !!�� � Ii �' � ` i 1% it r �� • '� � fig' r <- V, I Subdivision' N ��� Filed Map No.A-2, Lot 2. State existing use and'occupancy of pr ises and in nded use!an,Joc upancy of proposed-'construction: a. Existing use and'occupancy CL�cAt JT Lam f b. Intended use;and occupancy 3, Nature of work-(cheek wliich'4pplicable):New Building ddition Alteration Repair Removal- Demolition Other Work 4. Estimated Cost 3 (Description)6 e ,� : aid on'filing this application) 5. If dwelling, number of dwelling units Number of dwellingu ��pSn each floor If garage, numberQf cars . • yl •1 ,i J , ,6. If business, commercial or mixed occupancy, specify.,nature and extent of each type of use. 7. Dimensions of existing structures, if any: FrontF :,_;;•. ":eP-;$ear Depth Height `j Number of Stories Z Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front,' Dear J Depth Height S r Number of'Stories 9. Size of lot: Front Rear % • _ Depth 10. Date of Purchase_,,_I'Qi Q 2i0) Name of Former Owner' �J I" -2/"�/a/ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any,zoning 1 xy, oxdi'n ce'or rcgulation?,YES NOVZ 1 . Will lot be re=graded? YES '.0 NO Will-e ess+fitbbe removed from . - mpremises?. YFS -- NO s-1 _Names,of Owner of p emises r ,5 '� !� ddress/.. s` l� t� PhneNo. Name of Architect - i Address 'r-z04one No IM/_/_1') Name of Contractor ' Ad'dress< Phone 110. 1 a. Is this property within d 00 felt of a t%dal wetla dor=ga"firestiwaier'wetland? *YES' ' NO IF YES, SOUTHOLD'TOWN"TRU'STEES`&,D E.C.f'�Ef 1VI1�' 9'kkYBE PQU1JIREIj. b. Is this roe within'300 feet o a ? *` p p rty f tidal wetat �i YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED: D . 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 topographic data on survey. ly . Are there.any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. S ATE OF NEW YORK) SS: C TY OFA , . OP being duly sworn,;deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 1. (Contractor;Agent,Corporate Officer,etc.) of said owner or owners,and is-duly authorized toperform 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 the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20L, r Notary Pub ' '• MICHELLE D:RODRIGLId Signature'of Applicant ' Notary Public State of New Yom Na OlhEgk5 57 OualiftW In Suffolk Cou* Oomrnlssion Expires August 21, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLI BUILDING DEPARTMENT Do you have or need the following,before applying: TOWN HALL and of Health SOUTHOLD,NY 119.71 4 pts.ofBuildingPlans TEL: (631).765-1802 fanning Board approval FAX: (631) 765-9502 2 ✓ S rvey SoutholdTown.NorthFork.net PERMIT N.O. ✓ heck ptic Form Z=Aj�plication' food Permit Examined 20 WS ngle&Separate rm-Water Assessment Form a Coritact: Approved UL ,20 JAN 2 6 2018 va Disapproved a/c - r ` "� r;»i,F: t Phone: r Expiration ,20j_j TOWN OF SO Building , APPLICATION FOR BUILDING PERMIT r Date / '201 D INSTRUCTIONS a.This application MUST be 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 Southpld,Suffolk,CouAty,New.York,and other applicable Laws,Ordinances or Regulations, for the construction of building's, aor a dditiops, lterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,`ordinances,building:co e,housing code, egulation,, and to admit authorized inspectors on premises and in building for necessary inspection r' (Signature of applicant or name,if a corp ration) D� Sf e: X15 Ur (Mailing address of ap r t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,•plumber or builder acNioC7U&IJI?D Name o owner of premises I , 'e Ail (As on the tax roll or lat deed) If applicant is'a corporation, signature of duly auihorized'officer' (Name and title of corporate,officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. " t 1. Location of land on which p oposed work will be dpne: n 02 )'-x- A House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Q Z3 1,'i :ray W(;m to crate,.c!�uq pa3a14 caaevcaoR r, n�1 zb3 Etta}t i N b*1111=0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL I I �, ardofHealth SOUTHOLD,NY 11971 �ets of Building Plans TEL: (631).765-1802 lanning Board approval FAX: (631) 765-9502 AZvey SoutholdTown.NorthFork.net PERMIT NO. Check I ptic Form rs QApplication lood Permit Examined rM 20, (� ngle&Separate D ,St rm-Water Assessment Form D Contact: ' Approved 20 Vie* �• 1 � '\ ��� PP JAN 2 ,6 2018 Disapproved ac Phone: Expiration ,20:ft TOWN OF SO Building I c APPLICATION FOR BUILDING PERMIT �* Date 520/ D INSTRUCTIONS a.This application MUST be 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 co e,housing code, a egiilations, and to admit authorized inspectors on premises and in building for necessary inspections ' Ad • (Signature of applicant or name,if a corporation) 3 K1UT C' u r/Vi44• (Mailing address of appy nt) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name downerof premises (As on the tax roll-or lat deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which p oposed work will be ne: �"� "?� 0O U vv O� V21 'Z A)+ House Number Street Hamlet County Tax Map No. 1000 Section Block3: Lot 7i3 Subdivision a I �I'J� � /�► Filed Map No.,�ft /�� Lot 3 2. State existing use and occupancy of premises and int nded u e andf occupancy of proposed construction: a. Existing use and occupancy V b. Intended use';and occupancy C i r r � t 3. Nature of work(check which applicable):New Building Vddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost - g (Toj�b�e,paid on`fling this application) 5. If dwelling, number of dwelling units I i s, s Number of dwelling units on each floor If garage, number of cars -6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ° 7. Dimensions of existing structures, if any: Front •, ;5, , ;.Rear•; Depth Height �5 4' Number of Stories �Z- Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions ofentire new construction: Front' �``-!. �� ' ____'Rear Depth / Height r Number of`Stories 7� 9. Size of lot: Front Rear Depth 10. Date of Purchase a k.2__D )( Name of Former Owner' 67� 6 r A/ S -e i-( l dA' 1 I . Zone or use district in which premises are situated ' 1 . Does proposed construction violate any.zoning law, ordinance or regulation? YES NO S1 . Will lot be re-graded?. YES V E.NO . ,Will-excess fill be removed from premises?. YES NO —14. Names of Owner of premise )�JCl'r"&� ddress `� � � S-f- . 4yrn Zo. Name of Architect i' Address i]J 3rd"''1ruts Ione No Name of Contractor ' ° ' Address, -Phone No. r 1 a. Is this property'within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 'V IF YES, SOUTHOLD'TOWN'TRUSTEES&D.E.C. PERMITS MAYBE�QUIRED. b. Is this property within 300 feet of a tidal'wetland? *"YES NO V IF YES, D.E.C. PERMITS MAY BE REQUIRED,•. : 1 . 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 topographic data on survey. 1 . Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. S--ATE OF NEW YORK) SS: C TY OF )` , /9 !/ E being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the a {C?. (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; th it all statements contained in this application are true,to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. ; Sworn to before me this ; day of J 20__� Notary Pub ' , MICHELLE D.RODRIGUEZ Signature of Applicant NotaryNo Oi�i086'36 te 65N7�York Cualifled in Suffolk County " C®mmisslon Expires August 21,4L Scott A. Russell BOJ° `]F 0)]KMW.A 71E)E, SUPERVISOR -N.A\G]EIMC]ENT SOUMOLD TOWN HALL-P_O.Box 1179 w0 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O - Town of Southold CH. "TER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) --- ----IlrOES---THIS--TRDJECT—IN VII =WING -—-- =- ---- Yes o (ACX'ALL THAT APPLID - ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E] B. Excavation or filling involving more than 200 cubic yards of material �,/ within any parcel or any contiguous area. El NJ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑9 D. Site preparation within 100 feet of wetlands, beach,, bluff or coastal erosion hazard area. i ❑ Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse.. . i F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes 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 & County Tax Map Number! Chapter 236 does not apply 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 DepartmenLdllLyour Building Permit Application. APPLICANT: YbpeLty Owner.De ign Professio 1.Ag tt. onlractor Other) - S.C.T.M. #: 1000 Date: ++ �j District NAME 1 '�✓ O� �� aD N=i Section Block Lot 11*X V U 6.s,,., FOR BUILDING DEP 1?TlIENT USE O IL i` Contact lnformatiom 6 b Reviewed By: Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — �� 0 � ( � Y ,1 0 ❑ A proved for processing Building Control Permit (V ormwater Management Control Plan Not Required- v Storm-water Management Control P!an i�Requ;r ed. (Forward to Engineering Department for Review) FORM ' SMCP- TOS MAY 2014 APPLICANT NT S.C,T.M, �: 100o CHAP ER 236 (Propert) Owner,Design Professional,Agent,Contractor,Other) -_0R 0 �OSIIFF(�Ir 0 0,3 OZ Stormwater Management lControl Plan CHECK LIST ME Section Block Lot rn S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 1p Date: o * The applicant must provide a Completel Explanation and/or Reason for not providing all Information that has been Required by Me following Checklist! 1• A Site Plan drawn to scale Not Less that 60' to the inch MUSTES YNO If You answered No or NA to any It m, Please Provide Justification Here! NA show all of the following items: If you need additional room for expl nations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage, c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). jI1DRAINAGE d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. Conta e, Limits of Clearing & Area of Proposed Land Disturbance, a f• Existing & Proposed Contours of the Site (Minimum2'intervais) g. Location of all existing & proposed structures, roads, ' LSU V L5 driveways, sidewalks,—drainage improvements&utilities: Il• Spot Grades & Finish Floor Elevations for all existing & proposed structures. I FEB MIR I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Areas, BUII.DINGDEPT. k• Location of proposed Construction Entrance/Staging Area(s). TOWN OFSOUTHOLD I. Location of proposed concrete washout area(s). 171 Location of all proposed erosion&sediment control measures. 2.. Shnil aorbirle Hitt tint he 1i itpfitn- Sto-niwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(2••)inch i i rainfall /storm event. Y Details&Sectional Drawings for slormwater practices are required for approval. Iterns requiring details shall include but not be limited to: j a. Eroalon & Sedirnenl Controls. b Construction Entrance & Site Access. j c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc,) d. Leach ing Structures (e.g. infiltration basins,swales,etc.) • i t 1Ii l:Nc;!\l�.l_:lili I'�EPAR' iF;N"1' USE ONLY �.. .. . ._ ..._..._ .__..:i: _.___.:�...•::::::::::•:::-:.:.:_:-._.::;:::-:-::- ::.--•:--•-:.-.--:-.. . .. - .. ... 1 Additional Information is Required. Reviewed & 1 Stormwater Management Control Plan is Not Complete. Approved By: _ _ _ _ _ _ — _ _ _ _ - - - - - - - - - - - - 1 Stormwater ManagemeControl Plan is Complete. Date. Z 1 . SMCP has been approvId by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 �FF�K BUILDING DEPARTMENT - Ele M@eLg llV[2 b $ TOWN OF SOUTH Town Hall Annex - 54375 Main -A*[32x7l 00 � Southold, New York 11971-0 UI �� • Telephone (631) 765-1802 - FAX (631) 765-9502 roger-richerttown.southo ��PT' �c 1".l`HOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - -- -- -- - --- ------ --------- --- ---- - -- ---- -- - ---`- - Date: - Company Name: �— Name: C� License No.: email: Address: �' C Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: Cross Street: Phone No.: (� Bldg.Permit email: Tax Map District: 1000 Section: Block: �j Lot: BRIEF DESCRIPTION OF WORK (Please int Clearly rte'4,A M `er'A`� Circle All That Apply: Is job ready for inspection?: SNO NO Rough In Final ' Do you need a Temp Certificate?: Issued On Temp Information: (All information required) Service Size Ph 3 Ph Size:�A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 ) 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION b.0 66 M Request for Inspection Form.xis rntl milol 0 till, 4 Adec, u' r OCx G Town Hall Annex Telephone(631-1802 54375 Main Road ZD Fax(631) 734-9502 P- O. Box 1179 N z ,f Southold, NY 11971-0959 '' o a Z� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1; u/l � Owner. f Location of Property: 1J U f ,� ©� -ej;II Please to notice that the (check applicable line): New*residential structure Addition to existing residential structure y Rehabilitation to an existing residential structure to be constructed-or performed at the sub}pct property refergnce above will Utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction{PW) Timber construction (T-C} in the foll61Mna iocation(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Fioo nd roo ftami �(R) Signature: blame (person submitting this form): /4' Ole Ll �J/ 0 Capacity(check applicable line): i caner .Owner representative ; TrussResRegl5.docx Effective 1/112015 6" DIAMETER ZEFLECTIVE RED ROMAN*ALPHANUMERIC -----DESIGNAT-lOii-OFcollfSTRUC3 -1i ON (PMS)#i 87 _ TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE REFLECTIVE - - - -- - - - -- -WHITE- 112" STROKE ----�-:_ .._ ::a�sri�c�i��rai�l�oi"�'-s�x(7�r'it�tt�•` -- --.----:— ---•------- -- :"' --- 0011hP'0NEXT-STHEIT ARE OF , TRUSS CONSTRUCTION "F FLOCit FRAMING- I UDft1G - -- GIRDEfZAIEfD SEAIfIf,S 1 - "R`' ROOF FIRMING -FR- FLOOR AND ROOF a AM146 �`• - TRUSS IDEIf"IFICTd-CI .SIGI I,CrMSD;LE al�r�sral�( EXAMPLE TRUSS IDENPFla�nO lSIGN �OATI :DN fMW -- -• NEW YORK STATE DEPARTMENT STATE K << DIVISION OF CODE ENFORCEMENT A N D ADMINISTRATION s 220 East 42nd Street,Suite 3105 �r New York,NY 10017 FIRST NATIONWIDE TITLE P 212.499 0100 F 212.499.0600 AGENCY, LLC 50 Charles Lindbergh Boulevard,Suite 600 Uniondale,NY 11553 F 516 282.0585 TITLE NO.: FN-12667 County of Nassau ) SS: State of New York ) THIS is to certify that Deborah Sterling is the owner of record of: District 1000 Section 015.00 Block 03.00 Lot 023.000 A/K/A 1300 Soundview Road,Orient,New York THAT said owner acquired title thereto by deed dated 12/14/2009 recorded 1/14/2010 in Liber 12613 Page 35 in the Office of the Clerk of the County of Suffolk; THAT FIRST NATIOWIDE TITLE AGENCY LLC,agent for AMTRUST TITLE INSURANCE COMPANY,has caused a search of the records of the Suffolk County Clerk's Office and that said search shows neither the said owner nor any predecessor in title of said premises owned any contiguous property since April 1957 except as follows: PREMISES ON THE EAST,SOUTH AND WEST THAT the applicant herein does not own any contiguous property. THIS certification is made with the intention of reliance thereon by the Board of Appeals and/or the Building Department of the Town of Southampton. Note: Liability for this variance search is limited to$25,000. L Sworn before me on this FIRST NATIONWIDE TITLE AGENCY LLC 20th day of February,2018 By:Al 00r t UBLIC1 Michael P.Sasso,Esq. Vice President and Senior Counsel TTAR JOCELYNN TUITE Notary Public,State of New York No.01 TU6290827 Qualified in Suffolk County �,��� Commission Expires October 15,,20.0—/ 1 TITLE NO.:FN-12667 CHAIN OF TITLE PARCEL A: DEED Edward H.King DATED:4/15/1957 Frances C.King,UX RECORDED:4/22/1957 TO LIBER 4289 PAGE 577 Woodhollow Properties,Inc. Covers premises and more DEED Woodhollow Properties,Inc. DATED:6/29/1961 TO RECORDED:7/24/1961 Joseph W.Hennesy LIBER 5021 PAGE 445 DEED Joseph W.Hennesy DATED:7/9/1968 TO RECORDED:8/5/1968 Albert F.Papasidero LIBER 6394 PAGE 30 Alice E.Papasidero,UX DEED Albert F.Papasidero DATED:3/17/1994 Alice E.Papasidero,UX RECORDED:4/1/1994 TO LIBER 11670 PAGE 913 Alice E.Papasidero DEED Alice E.Papasidero DATED:7/18/2002 TO RECORDED:7/26/2002 S &A Builders LLC LIBER 12199 PAGE 506 DEED S &A Builders LLC DATED: 12/22/2004 TO RECORDED: 1/20/2005 Peter Sterling LIBER 12367 PAGE 16 I i I i i Sworn before me on this FIRST NATIONWIDE TITLE AGENCY LLC i 20th day of Feb ,2018 74 �� Michael P. Sasso,Esq. irTARN UBLIC JOCELYNN TUITE Vice President and Senior Counsel Notary Public,State of New York No.01 TU6290827 Qualified in Suffolk County Commission Expires October 15, �� 2 TITLE NO.:FN-12667 DEED–LAST DEED OF RECORD Peter Sterling DATED: 12/14/2009 TO RECORDED: 1/14/2010 Deborah Sterling LIBER 12613 PAGE 35 PARCEL B: DEED Edwin H.King DATED:4/15/1957 Frances C.King,UX RECORDED:4/22/1957 TO LIBER 4289 PAGE 577 Woodhollow Properties,Inc. Covers premises and more DEED Woodhollow Properties,Inc. DATED: 1/14/1958 TO RECORDED: 1/20/1956 William A. Castronovo LIBER 4418 PAGE 181 Catherine A.Castronovo,UX DEED William A. Castronovo DATED:9/25/1992 Catherine A.Castronovo,UX RECORDED: 11/10/1992 TO LIBER 11570 PAGE 152 Gregory Poulos DEED Gregory Poulos DATED:8/15/2001 TO RECORDED:8/25/2001 David J.Thompson LIBER 12138 PAGE 88 DEED–LAST DEED OF RECORD David J.Thompson DATED:9/21/2006 TO RECORDED: 10/11/2006 Maria Pizzirusso LIBER 12473 PAGE 501 Joseph Pizzirusso,UX I r Sworn before me on this FIRST NATIONWIDE TITLE AGENCY LLC I 20th day of February,2018 By: f' ���i /• ./ - Michael P. Sasso,Esq. TARY UBLIC JOCELYNN TUITE Vice President and Senior Counsel Notary Public,State of New York No.OITU6290827 Qualified in Suffolk County Commission Expires October 15,-904 3 TITLE NO.:FN-12667 PARCEL C: DEED Edward H.King DATED:4/15/1957 Frances C.King,UX RECORDED:4/22/1957 TO LIBER 4289 PAGE 577 Woodhollow Properties,Inc. Covers premises and more DEED Woodhollow Properties,Inc. DATED:8/7/1968 TO RECORDED:8/13/1968 Douglas P.Lauria LIBER 6398 PAGE 567 DEED Douglas P.Lauria DATED: 1/3/1972 TO RECORDED: 1/18/1972 Edmond J.Bigall LIBER 7089 PAGE 27 Cheryl J.Bigall DEED Edmond J.Bigall DATED: 11/16/1973 Cheryl J.Bigall,UX RECORDED: 11/27/1973 TO LIBER 7539 PAGE 15 Eleanor Conrardy DEED Eleanor Conrardy DATED:2/4/2004 TO RECORDED:3/24/2004 Salvatore Joseph Conrardy LIBER 12309 PAGE 386 Eleanor Conrardy as T/C Sworn before me on this FIRST NATIONWIDE TITLE AGENCY LLC i 20th day of February,2018 By: Michael P. Sasso,Esq. OTARY UBL JOCELYNN TU1TE Vice President and Senior Counsel Notary Public,State of New York No.01 TU6290827 j Qualified in Suffolk Countyr�f Commission Expires October 15, I 4 TITLE NO.:FN-12667 DEED—LAST DEED OF RECORD Salvatore Joseph Conrardy DATED: 8/27/2008 Eleanor Conrardy RECORDED: 10/6/2008 TO LIBER 12567 PAGE 494 Richard L. Conrardy and Gayle M. Savage, as co-trustees of the Eleanore Conrardy Irrevocable Trust,dated 8/27/2008(50%); Richard L.Conrardy and Gayle M. Savage, as co-trustees of the Salvatore Joseph Conrardy Irrevocable Trust,dated 8/27/2008(50%) PARCEL D: DEED Edward H.King DATED:4/15/1957 Frances C.King,UX RECORDED:4/22/1957 TO LIBER 4289 PAGE 577 Woodhollow Properties,Inc. Covers premises and more DEED Woodhollow Properties,Inc. DATED: 10/30/1958 TO RECORDED: 11/12/1958 V.H.Mauney LIBER 4544 PAGE 87 Edna Mauney,UX i DEED Valentine H.Mauney a/k/a V.H.Mauney DATED: 11/10/1978 Edna May Mauney,UX RECORDED: 12/13/1978 TO LIBER 8548 PAGE 544 Frank R.Passanante,Jr. Linda Passanante,UX f DEED—LAST DEED OF RECORD Linda Passanante DATED: 1/6/1981 TO RECORDED:2/31981 Frank R.Passanante,Jr. LIBER 8955 PAGE 99 Sworn before me on this FIRST NATIONWIDE TITLE AGENCY LLC 20th day of Februa , 018 By: Michael P. Sasso,Esq. �6TAY�PUBLIO, JOCELYNN TUITE Vice President and Senior Counsel Notary Public,State of New York No.01 TU6290827 Qualified in Suffolk County Commission Expires October 15,v� 'f 5 TITLE NO.:FN-12667 PARCEL E: Sound View Road Sworn before me on this FIRST NATIONWIDE TITLE AGENCY LLC 20th day of Feb 2018 r By: Michael P. Sasso,Esq. OTA PUBLIC JOCELYNN TUITE Vice President and Senior Counsel Notary Public,State of New York j No.01 TU6290827 Qualified in Suffolk County Commission Expires October 15,— TITLE NO.: FN-12667 LEGAL DESCRIPTIONS PARCEL A(SUBJECT PREMISES): ALL that certain plot,piece or parcel of land,situate,lying and being in Orient,in the Town of Southold, County of Suffolk and State of New York, known and designated as Plot#30, on Map of Section One, Orient-By-The-Sea, at Orient, Town of Southold, Suffolk County,New York, by Otto W. Van Tuyl and Sons,License Land Surveyors, Greenport,New York, filed in the Office of the County Clerk of Suffolk, New York on November 21, 1957,File#2777,ABS#2997. TAX MAP DESIGNATION: District 1000 Section 015.00 Block 03.00 Lot 023.000 --------------------------------1--------------------------------------------------------------------------------------------- PARCEL B(premises adjacent to the EAST): Lot Numbered 31 on map entitled"Map of Orient by The Sea,Sec. 1"filed in the Suffolk County Clerk's Office on 11/21/1957 as Map No.2777. TAX MAP DESIGNATION: District 1000 Section 015.00 Block 03.00 Lot 022.000 ----------------------------------------------------------------------------------------------------------------------------- PARCEL C(premises adjacent to the SOUTH): Lot Numbered 72 on map entitled"Map of Orient-By-The-Sea,Section 2"filed in the Suffolk County Clerk's Office-on October 26, 1961 as Map No.3444. TAX MAP DESIGNATION: District 1000 Section 015.00 Block 03.00 Lot 043.000 ------------------------------------------------------------------------------------------------------------------------------- PARCEL D(premises adjacent to the WEST): Lot Numbered 29 on map entitled"Orient-By-The-Sea, Section 1"filed in the Suffolk County Clerk's Office on November 21, 1957 as Map No.2777. TAX MAP DESIGNATION: District 1000 Section 015.00 Block 03.00 Lot 024.000 ------------------------------------------------------------------------------------------------------------------------------- PARCEL E(premises adjacent to the NORTH): Sound View Road Sworn before me on this FIRST NATIONWIDE TITLE AGENCY LLC 20t-h day of February,2018 ` I/ �- By: lrc�t�ul�� Michael P. Sasso,Esq. TARY UBLI JOCELYNN TUITE Vice President and Senior Counsel Notary Public,State of New York No.01 TU6290827 Qualified in Suffolk County Commission Expires October 15, � l DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made this 11_2_ day of December, 2017, by Deborah Sterling, residing at 14 Ellen Street, Bethpage, New York 11714 (hereinafter referred to as the DECLARANT), as the owner of the premises described in Schedule "A" annexed hereto located at 1300 Soundview Road, Orient, New York 11957 (hereinafter referred to as the PREMISES), and Paul Orlick residing at 30 Stern Court, Farmingdale, NY 11735 (hereinafter APPLICANT), who desire to restrict the use and enjoyment of said Premises and have for such purposes determined to impose on said PREMISES covenants and restrictions and do hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: WHEREAS the DECLARANT is the owner in fee simple of the PREMISES; and WHEREAS the DECLARANT intends to grant and convey the PREMISES to APPLICANT in accordance with the Contract of Sale entered into between DECLARANT and APPLICANT for the sale of the Premises; and WHEREAS the DELCARANT and APPLICANT are desirous of subjecting the PREMISES and every portion thereof to certain conditions, covenants and restrictions for the purpose of protecting groundwater and drinking water supplies, surface water and other natural resources, and public health, safety and welfare; and NOW, THEREFORE, the DECLARANT and APPLICANT declares that the aforesaid PREMISES and every portion thereof be and the same hereby is held and shall be conveyed subject to the conditions, covenants and restrictions hereinafter set forth, and each and every prospective purchaser of said PREMISES or portion thereof by the acceptance of a deed thereto covenants and agrees that the PREMISES so purchased shall be held subject to the following conditions, covenants and restrictions,to wit: 1. APPLICANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) on DECLARANT's behalf for a permit to construct, approval of plans or approval of a subdivision or development on the PREMISES. 2. The PREMISES are to be served by an individual on-site private well and the test wells sampled for the PREMISES indicated that test results were within the minimum drinking water standards and/or guidelines of the State of New York and results are attached hereto as Schedule C and it has been determined that water quality of private wells may change, therefore the approval of the DEPARTMENT does not guarantee 1 that the water quality will always meet drinking water standards and the DEPARTMENT recommends periodic comprehensive water analysis of such well in order to monitor the water quality to prevent the unknowing consumption of contaminated water. The DECLARANT, its successors, heirs, or assigns agrees that if said water analysis should indicate water contamination in excess of the minimum drinking water standards and/or guidelines of the State of New York, DECLARANT, its successors, heirs, or assigns may be required to, a. connect to public water, or b. install necessary water conditioning equipment so as to meet the minimum drinking water standards and/or guidelines of the State of New York. 3. The APPLICANT appeared before the Board of Review on DECLARANT's behalf requesting a variance for the installation of the subsurface sewage disposal system which does not conform to the residential construction standards of the Suffolk County Sanitary Code to wit: • the subsoil conditions are not conducive to the proper functioning of subsurface sewage disposal system; • the subsurface sewage disposal system will be installed in the rear yard; • the leaching pools are less than 150 feet from the proposed on-site well; • the well will not have a minimum of 40 feet into groundwater; • the distance between the proposed on-site shallow well will be less than the separation distance of 150 feet from an existing neighboring sanitary system and the proposed on-site sanitary system. and the Board of Review of the County of Suffolk Department of Health Se�gan. es granted a variance by letter dated September 27, 2017, attached hereto as Scheduled made a part hereof, provided a covenant is filed, the DECLARANT and APPLICANT, their successors,heirs or assigns, agree: a) As a condition of approval by the DEPARTMENT of the application, the DECLARANT and APPLICANT covenant that the single family dwelling shall be limited to a maximum of four(4) bedrooms. b) Notice is hereby given that the subsurface sewage disposal system does not comply with standards due to poor soils and high groundwater conditions, will have limited accessibility due to the location in the rear yard, and that extensive costs may be incurred in the future if any repair, replacement and/or expansion of said system are necessary. 2 c) DECLARANT and APPLICANT, their successors, heirs or assigns, further agree to hold harmless, indemnify and defend the County of Suffolk, its employees, officers, or agents harmless from any claim for damages or injuries that may arise out of the installation or use of the subsurface sewage disposal system. 4. The DECLARANT and APPLICANT, their successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above described PREMISES and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT and APPLICANT, their successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and r restrictions. 5. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances, and/or regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 6. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 7. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of any agencies or departments of the County of Suffolk, the DEPARTMENT or the County of Suffolk, to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 8. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT and APPLICANT, their successors and assigns, and upon all persons or entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 9. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same shall not affect the validity 3 9. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional,the same shall not affect the validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be illegal,unlawful,invalid or unconstitutional. 10.Local Law #32-1980 — The DECLARANT and APPLICANT represent and warrant that they have not offered or given any gratuity to any official, employee, or agent of Suffolk County,New York State, or of any political party, with the purpose or intent of securing favorable treatment with respect to the performance of an agreement, and that such person has read and is familiar with the provisions of Local Law#32-1980. By: Deborah Sterling DECLARANT State ofet- County of *)J s a } ss. On the / Y day of October in the year 2017 before me, the undersigned, personally appeared Deborah Sterling, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is(are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),that by his/ her/their signature(s) on the instrument,the individual(s), or the person upon behalf of which the individual(s) acted, executed the ' ent; d that such individual made such appearance before the undersigned in the fiaj,, ert the city and the state or country the acknowledgment was taken) STEPHAN v Notary Pubiic-State of New York NO. 01 LM 84340 Qualified in Nassau county By: My commission Expires Apr 7,2020 Paul Orlick APPLICANT State of qbdc } County of ' } ss. 4 On the day of October in the year 2017 before me, the undersigned, personally appeared Paul Orlick, personally known to .nae or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is(are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),that by his/ her/their signature(s) on the instrument,the individual(s), or the person upon behalf of which the individual(s) acted, executed the 'Ips trument; and that such indivi ual made such appearance before the undersigned in the *-XJ4'--(insert the city and the state or country the acknowledgment was taken Notary Public FNotarY MUILENBURG lic-State of New Yogic olMU6346635 ed InSuffolk county Expires August 15,2020 V y p�G 2 pF SOV jy®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 l�c0UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 25, 2019 Paul Orlick 30 Sterns Ct Farmingdale, NY 11735 j e: 1300 S nd View Rd, Orient O W M IT MAY CONCERN: ollowing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: ote: Still need the Energy Test Results--- Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —42413 — New Dwelling WELL DRAINAGE INSPECTIONS ARE REI J Contact TOS Engineering at 765-1 QBackfill, OR Provide Engineer's CE 7 — that the drainage has been instal WeLL w EROSION &SEDIMENT COIVTRO W. 9 J Shall include but not be limited t (OesspOO Q a flj A well maintained Construction L DVfR �Q J ire Backed Silt Fencing, stabili; DWELLING 15p) � �, yv Seeding of exposed and/or inaci (CESSPOOL OVER APPROVAL OF STORMWATER MANA'"Mp- DWELLING 150) WL CONTRO P T w Code Date: 2 Z d Approved y. DWELLING PROPOS 78',30'019,, E WELL EDGE W D r" <: A� LL 1 .. I .:r rGEoMP0�R EDGE OF PAV 24.2 CONC NO 1:::. .:.:.::;.11 6ENT��,oT/oN fME 1 .00, 1 E 10' 2 0 WELL 1'. ''.:. ..:.' X , PROPOSED O I.:.. : it ,O NCREEEP TEMPORA E 6�7F EL 5 i MIL ppE,15"LUP T L.,NeRy I I. L oRopoSDN ELEONcTANG ... L 1,H EX04NV ON INSPECTION REQUIRED ; : .o ..1. � ;�, W � 24.4 z r:. ...'::: aF "' ui I N 78'3p' o CSR SANITARY SYSTEM : is . pos m sTo�IL . 61 7�� W Y HEAL_r H I)EPAe RTbIENT o -' RLI E y , y KPI Ey I o 4 a 4) 4' ha Lt7 8'l7jq PROPOSED S I: _ D X$'DEEP 4 ORG N PROPz DRYWELL v D ...G�L L- 245 - 74PL'EL ? .5: 10' pR0IA, XS C� 15,3 Hp OpOSE I 3 WELL DEEP O 3 LU GF�SE 8 G a ::. 3,47 Rq E-,-a I 4, c, f EI'::''G INEerz'ss CE1RTIvI,�l0M REQUIRED. o O DW I 0 I~I �vlI 9T �.�':". , �. "f;� ICAT's DN o � � �'ary�i \ o r PROPOS O "�a���t•'ua a i!�� AwD L �RDW�LL DEEP `"I J HO�I'o5 C'Jta-b.V'6N r �- �C/�Y1IAO%<i. — _ 3.�I of PR SE P 1 e ' FaR !.. USE �IClA.. � � Z LOT J CESSPOOL 30 N \ VACANT POLE - - - - --� - - --- �-� - - - - - -- — —_ --- ` e� VACA"!T CONC, MONV S A n oc QC 0 SEPT ESIC TANk W Sp00L O LEAcHINc AREA N 7,8-,30,00,, uTiLm pOLE CONO M UP6112C VACgNT 100.00, Guy - f LOT 7.2 ORIENT By UBDIl�ISION SAP FILED IN THE �' ON OCTOBER o�T 134 S OP 6, iggl g3RFI�E s ON TWO, 444 Y TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 18, 2016) EL 23.9' 0. /�9 STORMWATER MANAGEMENT NOTES: BROWN LOAM OL o- 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION ;, 05' MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 8 o d BROWN SANDY SILT WITH GRAVEL ML 2. PRIOR TO'THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EL 59' HIGHEST EXPECTED GROUND WATER U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING a 17'0 TEST WELL No. U595 410858072171501 S 16787.1 AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. EL 5.9' 18' THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL WATER IN BROWN SILT AND ML & SM DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS SILTY SAND WITH GRAVEL TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. 25' 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL WATER IN BROWN FINE SAND SP BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES 34' SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NOTES: NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERA' AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2, MAXIMUM SLOPE OF STOCKPILE SHALL I SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILINI UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER E 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZE( 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED AND REQUIRED PERIOD OF USE. ON THE PROPOSED RESIDENCE. 2 SLOPE OR LESS 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 1 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS STABILIZE ENTIRE PILE OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF WITH VEGETATION OR COVER FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 14, 14/ 141 q, 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE `Y `L `Y `I' \L 14/ VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING J/ \1L \L \I- PERFORMED LPERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. \V .i• \1/ 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF 14' 4' OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. SURVEY FOR Q mi�s Lurin SunjEcT lb Couu,,Tfs REc j1V.'-_,_PAUL ORLICK S RvICES u �Lc,,E �V 4 F, SUFFOLI(COU vv 0 P I(C.,F()R APPROVAL OF(',C)W1,_T RL,- - LOT 30 A _A�,jILY RE:7 ,DEMC1:_: ,jlqGLF r AUb I U 2015 BLOCK F 13115.r�"_' _T_ 11 1 fa,�Ijltjes at tills location have bnn 'cc, . MAP OF -Me Seyrap diSPOS3-1 and`nater supph men Of Ott"Or"29(- mcies and found to Inspected and/or certified bY this I EDROOMS- ORIENT BY THE SEA W satisfactory FOR A 10-10 U�Q_F,—11 6 SECTION ONE E res 0 R nh a E f e S ou bee and found n to' S. 0"El �Oml me' Ut" P C 7E FILE No.. 2777 FILED NOVEMBER 21 , 1957 '.., Chief Craig Kneppe RE ' Chief I n SITUATE eW SOUN-0 'r L&-ManagUe 12f8 e 1,:Om ORIENT POINT S 78-,3000 TOWN OF SOUTHOLD 4 EDGE OF OAD • �Ge 0" 0 C EDGE OF' 7' 100.0109 SUFFOLK COUNTY, NEW YORK 0 . S.C. TAX No. 1000- 15-03-23 0 4 GD4PIEN • SCALE 1 "=30' 1p- LOT 30 colvcmov DECEMBER 4, 2016 _j MARCH 12, 2017 REVISE PROPOSED WELL LOCATION APRIL 19, 2017 REVISE SEPTIC SYSTEM PER Michael Mopes, P.E. 2nd n Spo 4'1/ cl °j o2�y*NI MARCH 30, 2018 STAKE FOUNDATION 40"D OCTOBER 22, 2017 UPDATE SURVEY OVER De 61. �NB 5 �5 Co 74' V4VW PORCH' mal Y a 0 163.26' MAY 27, 2018 FOUNDATION LOCATION 'Z:Q.�Fk ) z 64 / , R__100 MAY 29, 2018 PROPOSED POOL 7. , & 2 , '­ 4 'D 5� D;?yWEXL 75o, 2o.l. 00, OCTOBER 16, 2018 REVISE PROPOSED POOL 4 z9 — 0. 7.7, 20.4' Iq C JANUARY 29, 2019 FINAL SURVEY APRIL 5, 2019 ADD PROPOSED POOL 2 S-ronr CV FRAME DO WELL ESS AUGUST 13, 2019 FINAL SURVEY ON POOL a Ou 2o.4. c1c GARAGr HOUSIC 5 co z0% LOT AREA 12,500 sq. ft. syowER A A woo us EG 0.287 (3c. C) S 166' 161. S , a Do O DRYWELL 4.0 ,, l MEAN OU 10-1. WELL N "*.—,Colvc W, I W S�AILS PS .0, ori J PREPARED IN ACCORDANCE WITH THE MINIMUM SLA PA77 P STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY.THE L.I.A.L.S, AND APPROVED AND ADOPTED SLATE 0 CD V PA770 FOR SUCH USE BY THE NEW YORK STATE LAND TITLE;ASSOCIATION CESSPOOL I 14 -'I*_-SEP77C AROUND TA/Vk OF N POO OL A _10 CoArrROLI Po OCT 1 1 2019 CV 1 71 LU lb AFZ 0 HOT TUII V_ UTIUry POLE ONC. SON�LA e a0l 0 CL POOL T z 'QU/PA4EW VERHEAD 'U'O' P �ONTROL 78-30,00,, W UUNC. Mo1v UTILITYJ467 N 1PIRUCY IJPA#12C 00.00.9 9 6� N.Y.S. Lic. No. 50467 LOT UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE OR'RIVT EDUCATION LAW. Nathan Taf t Corwin III FILED /IV "SIOAr MAP COPIES OF THIS SURVEY MAP NOT BEARING Ty BY .4k OP WELL & SEPTIC SYSTEM TIE MEASUREMENTS O/V OCOFFICC or I THE LAND SURVEYOR'S INKED SEAL OR EEA' EMBOSS ED SEAL SHALL NOT BE CONSIDERED 7*08ER 26, TH'- CL& SECT[ojV HOUSE HOUSE HOUSE HOUSE TO BE A VALID TRUE copy. Land Surveyor AS FILE7 t4o. '3OLK COU°t4ryCORNER N CORNER[k] CORNER CORNER CERTIFICATIONS INDICATED HEREON SHALL RUN 61TK SUrr P) ONLY TO THE PERSON FOR WHOM THE SURVEY 444 SEPTIC TANK IS PREPARED, AND ON HIS BEHALF TO THE 35.5' 35.5' TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions Site Plans — Construction Layout COVER LENDING INSTITUTION LISTED HEREON, AND LEACHING POOLTO THE ASSIGNEES OF THE LENDING INSTI— COVER 48' 48' TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fox (631)727-1727 WELL 701 46.5' OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 36-254E REScheck Software Version 4.6.4 Compliance Certificate Project ORLICK ASSOCIATES Energy Code: 2015 IECC Location: Montauk, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 13% Climate Zone: 4 (5685 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: SOUNDVIEW ROAD THOMAS WINNES R.A. ORIENT POINT,NY 87 BROADWAY GREENLAWN, NY 11740 1-631-544-4444 TJWARCH ITECT@AOL.COM Compliance: 2.4%Better Than Code Maximum UA: 618 Your UA: 603 Maximum SHGC: 0.40 Your SHGC: 0.17 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 Co.nt. Assembly or R-Val.ue R-Value U,-Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 3,977 38.0 0.0 0.030 119 Floor 1:All-Wood JoistfTruss:Over Unconditioned Space 3,977 19.0 0.0 0.047 187 Wall 1:Wood Frame, 16"o.c. 3,382 15.0 4.0 0.057 168 Door 1: Glass 40 0.310 12 SHGC:0.13 Window 1:Wood Frame:Double Pane with Low-E 390 0.300 117 SHGC:0.17 Compliance Statement: The proposed building design described;here is consistent with the b 'ding plans, specifications, and other calculations submitted with the permit application.The propose,6'building f7�s-Jseetl•dq'sig to eet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements;Islrgd rn,_ h ck lrl�pection Checklist. w. V � k Name-Title f' Signature Date 0s, `�� t2 fib• .� - -d� , Project Title: ORLICK ASSOCIATES Report date: 02/07/18 Data filename: C:\Users\Owner\Documents\REScheck\orlick.rck Pagel of 9 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and j❑Complies 103.2 documentation demonstrate i UDoes Not [PR1]1 ;energy code compliance for the U ;building envelope.Thermal _ i❑Not Observable 1 I envelope represented on c l❑Not Applicable construction documents. I 103.1, ,Construction drawings and ❑Complies 103.2, documentation demonstrate ;❑Does Not 403.7 ;energy code compliance for [PR3]1 :lighting and mechanical systems. 4 ❑Not Observable 'Systems serving multiple i❑Not Applicable ; :dwelling units must demonstrates ;compliance with the IECC 1 , 'Commercial Provisions. 302.1, ?Heating and cooling equipment is! Heating: Heating: ;❑Complies 403.7 i sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 Ion loads calculated per ACCA Cooling: Cooling: ; g: I ;❑Not Observable Manual J or other methods ; Btu/hr ; Btu/hr ; ; approved by the code official. ,❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ORLICK ASSOCIATES Report date: 02/07/18 Data filename: C:\Users\Owner\Documents\REScheck\orlick.rck Page 2 of 9 Section Foundation Inspection Complies? Comments/Assumptions. , &Req.lU 303.2.1 ?A protective covering is installed to ;❑Complies ; [F011]2 1 protect exposed exterior insulation I❑Does Not and extends a minimum of 6 in. below ❑ grade. Not Observable ❑Not Applicable ; 4,03.9,',,. ;Snow-and ice-melting system controls;❑Complies ; [FO12]2 „ 3installed. UDoes Not 1 # ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) "2'.1 Medium Impact(Tier 2) 1'3 Low Impact(Tier 3) Project Title: ORLICK ASSOCIATES Report date: 02/07/18 Data filename: C:\Users\Owner\Documents\REScheck\orlick.rck Page 3 of 9 section PlansV,erified , . Field Verified # Framing/'Rough-6finspectionComplies?' Comments/Assumptions `&'Req.ID Value. Value ,-- 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). j !❑Does Not ;table for values. 402.3.3, '❑Not Observable 402.3.6, ! ; ;❑Not Applicable 402.5 [FR2]1 303.1.3 ;U-factors of fenestration products l ,,. " 't j❑Complies [FR4]1 !are determined in accordance ❑Does Not !with the NFRC test procedureor L1 Itaken from the default table. i` ❑Not Observable ; (Y'' ;❑Not Applicable ! 402.4.1.1 ;Air barrier and thermal barrier ,.}❑Complies [FR23]1 installed per manufacturer's �.r•, ;❑Does Not ;instructions. ° ! 40 ❑Not Observable , + AE]Not Applicable 402.4,3 ;Fenestration that is not site built „ ,[]Complies [FR20]1 pis listed and labeled as meeting 1,- ElDoes Not IAAMA/WDMA/CSA 101/I.S.2/A440 4' `�9 !or has infiltration rates per NFRC ;.- UNot Observable 1400 that do not exceed code i s ]❑Not Applicable limits. I 402.4.5 SIC-rated recessed lighting fixtures` [FR16]2 :sealed at housing/interior ❑Complies finish • ❑Does Not l and labeled to indicate s2.0 cfm I j leakage at 75 Pa. ;[]Not Observable ; ❑Not Applicable ; 403.2.1 ;Supply and return ducts in attics #° I❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ , • ❑Not Observable j R-6 where <3 inches.Supply and return ducts in other portions of ' '• ❑Not Applicable ,the building insulated >= R-6 for :diameter>=3 inches and R-4.2 !for< 3 inches in diameter. 403.3.3.5 {Building cavities are not used as i ,v, _ ;❑Complies [FR15]3 I ducts or plenums. f : ' ''❑Does Not s 4. ,J❑Not Observable ❑Not Applicable 403.4 s HVAC piping conveying fluids ; R- R- ;❑Complies ; [FR17,2 !above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to;?:R- []Not; !❑Not Observable ; []Not Applicable 403.4.1 !Protection of insulation on HVAC , , ;❑Complies [FR24]1 !piping. i ❑Does Not 3❑Not Observable ; ❑Not Applicable 463.5.3 'Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]z >R-3. ❑Does Not ;❑Not Observable ; { ;❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ; [FR19]2, installed on all outdoor air ❑Does Not intakes and exhausts. - ; ! =❑Not Observable ; ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ORLICK ASSOCIATES Report date: 02/07/18 Data filename: C:\Users\Owner\Documents\REScheck\orlick.rck Page 4 of 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ORLICK ASSOCIATES Report date: 02/07/18 Data filename: C:\Users\Owner\Documents\REScheck\orlick.rck Page 5 of 9 Sectionplans Verified, Field Verified, , # insulation inspection Complies? Comments/Assumptions &Req.ID Value . Value - 303.3 !All installed insulation is labeled ❑Complies ['IN13]2 Iorthe installed R-values '. ❑Does Not +provided. ¢' �. ❑Not Observable ; . ❑Not Applicable 402.1.1, ,Floor insulation R-value. R- R- !❑Complies ;See the Envelope Assembhes 402.2.6 ❑ Wood ;❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel s❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ' S❑Complies 4022.7 manufacturer's instructions and ' : - `3❑Does Not [IN2]1 !in substantial contact with the underside of the subfloor,or floor " ` ' '[]Not Observable framing cavity insulation is in .T❑Not Applicable contact with the top side of # sheathing, or continuous insulation is installed on the 1 underside of floor framing and Y - ,extends from the bottom to the { ? top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a; R _ ; R- !❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the :1❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass !❑Not Observable ; [IN3]1 ;exterior,the exterior insulation 1 ; requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ,Wall insulation is installed per r' '` " ` "' ;❑Complies [IN4]1 !manufacturer's instructions. ,r . .�❑Does Not J❑Not Observable ! f }❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ORLICK ASSOCIATES Report date: 02/07/18 Data filename: C:\Users\Owner\Documents\REScheck\orlick.rck Page 6 of 9 Section Plans Verified Fteld'Verified # Final'Inspection Provisions Value Value ,.Complies?, Comments/Assumps tion &,Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, (❑ Steel (❑ Steel (❑Not Observable 402.2.6 [Fill' ; ; ;❑Not Applicable ; , i f 303.1.1.1,;Ceiling insulation installed per - ❑Complies 303.2 :manufacturer's instructions. 111Does Not [FI211 !Blown insulation marked every 1300 ft'. ❑Not Observable = , I 511Not Applicable ; 402.2.3; Vented attics with air permeable ❑Complies (FI22]2 i insulation include baffle adjacent ❑Does Not to soffit and eave vents that �' ° ` ' extends over insulation. a ❑Not Observable !❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [FI3]1 insulation zR-value of the T❑Does Not (adjacent assembly. s ;❑Not Observable ; ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50 = !❑Complies ; [FI1711 (ach in Climate Zones 1-2,and I +❑Does Not <=3 ach in Climate Zones 3-8. ( ( ;❑Not Observable ❑Not Applicable 403.2.3 (Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [FI411 (cfm/100 ft2 across the system or ( ft2 ( ft2 1❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in ;❑Not Observable 1 pests,verification may need to ;❑Not Applicable ; occur during Framing Inspection. 403.3.2 I Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ; [FI27]1 !determine air leakage with ft2 ft2 PDoes Not +either: Rough-in test:Total ; heakage measured with a ( (❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable ; *g.across the system including the manufacturer's air handler enclosure if installed at time of !test. Postconstruction test:Total i leakage measured with a i pressure differential of 0.1 inch (w.g.across the entire system !including the manufacturer's air ' handler enclosure. 403.3.2.1 !Air handler leakage designated ( 1❑Complies [FI24]1 I by manufacturer at<=2%of ❑Does Not !design airflow. f _ J❑Not Observable 113Not Applicable 403.1:1" (Programmable thermostats i _ ❑Complies [F14]2 j installed for control of primary € i❑Does Not heating and cooling systems and i tinitially set by manufacturer to }❑Not Observable ; code specifications. ,❑Not Applicable ; 403.1:1' Heat pump thermostat installed is " ;❑Complies [FI10]� S on heat pumps. , ' ? ' " ` " '❑Does Not .R 1❑Not Observable -?❑Not Applicable 403:5.1 Circulating service hot water # : ;❑Complies [Fi11]?, systems have automatic or ` _ w 3❑Does Not I Iaccessible manual controls. 5 1❑Not Observable ; • ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: ORLICK ASSOCIATES Report date: 02/07/18 Data filename: C:\Users\Owner\Documents\REScheck\orlick.rck Page 7 of 9 Section Plans.Verified IF laid Verified # „Final.lnspection Provisions „ Complies?" `: Coiniments/Assumptions; & Req.ID, = Value•" Value 403:6.1 All mechanical ventilation system r "❑Complies ; [FI25]2 Ifans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ![:]Not Observable and air flow limits. ¢ f 1'. ❑Not Applicable 403.2,„ _ ,�Hot water boilers supplying heat }'° ,° ❑Complies ; F-126]z, (through one-or two-pipe heatin F` i - � 9 f° ,❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor )❑Not Applicable temperature. 1,._ j 403.52:1. Heated water circulation systems ;`,', _, JOComplies [FI28] S have a circulation pump.The I s r. j❑Does Not system return pipe is a dedicated r ❑Not Observable ,return pipe or a cold water supplyp " pipe.Gravity and thermos- ❑Not Applicable ; syphon circulation systems are not present.Controls for 3 circulating hot water system I " I pumps start the pump with signal ; ;for hot water demand within the ' occupancy.Controls . " I automatically turn off the pump , when water is in circulation loop is at set-point temperature and I 1 no demand for hot water exists. ' 1 ! 3 1 '403.5.1.2'}Electric heat trace systems ;"-i , " ❑Complies ; [FI29]z, lcomply with IEEE 515.1 or UL �',` - ` ., ;i❑Does Not 515.Controls automatically I adjust the energy input to the £ ,;❑Not Observable ; 1 heat tracing to maintain the °"' " ;❑Not Applicable ; J desired water temperature in the {{ ' piping. s ; 403°.5.2" Water distribution systems that i❑Complies [FI30]1 , have recirculation pumps that ,>- ,} " ❑Does Not pump water from a heated water 1 ; ;supply pipe back to the heated j _ 7❑Not Observable water source through a cold i' ' " ''- I❑Not Applicable ; water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature F „; d of the water entering the cold -• 3 ,water piping to 104°F. - r 403.5':4. ,;Drain water heat recovery units a,: ",;.`,,,` '❑Complies ; [F131]? tested in accordance with CSA ,'" UDoes Not J,B55.1. Potable water-side 'pressure loss of drain water heat s❑Not Observable { recovery units< 3 psi for € e " ;❑Not Applicable ; individual units connected to one f, dor two showers. Potable water- side pressure loss of drain water ° heat recovery units< 2 psi for individual units connected to lthree or more showers. 404.1 '75%of lamps in permanent m -, : ❑Complies ; [FI6]1 fixtures or 75%of permanent ,, Does Not ;fixtures have high efficacy lamps.F r. w. n '❑ Moes not apply to low-voltage } :. ❑Not Observable jlighting. IDNot Applicable 404.11 !Fuel gas lighting systems have ❑Complies [FI23]3 ;no continuous pilot light, r. y I❑Does Not ; ',[]Not Observable !❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: ORLICK ASSOCIATES Report date: 02/07/18 Data filename: C:\Users\Owner\Documents\REScheck\orlick.rck Page 8 of 9 Section Plans Verified, Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &'Req.ID 401.3 Compliance certificate posted. 111Complies ; [FI7]2 ;[]Does Not ❑Not Observable J ( {❑Not Applicable ; 303.3 Manufacturer manuals for ` . . " ' '[]Complies [F118]3 !mechanical and water heating # ❑Does Not systems have been provided. I "' J []Not Observable J❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ORLICK ASSOCIATES Report date: 02/07/18 Data filename: C:\Users\Owner\Documents\REScheck\orlick.rck Page 9 of 9 2015 MCC Energy Effiddency C872oflca�s Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): ®.. Window 0.30 0.17 Door 0.31 0.13 Heating System• Cooling System: Water Heater• Name: Date• i Comments PLUMBER CERTIFICATION 1' 2u± ,. �. .. -6&Lek)CONTENT BEFORE CER TIFICATE,OF OCCUPANCY SOLDER USED IN WATER 'SUPPL Y SYSTEM CAN1NOT AP RO ED AS NOTED EXCEED 2110 OF 9 i LEAD. DATE: B.P.# -FEE: BY: NOTIFY BUILDING DEPA AT 'PLUMBING 765-1802 8 AM TO 4 PM FOR THE =ALL PLUMBING WASTE FOLLOWING INSPECTIONS: ,"F &WATER LihyI I,!"- SST 1. FOUNDATION� TWO REQUIRED T, 'TING BEFORE COVERING F')R POURED CONCRETE 2. R�„JGH - FRAMING & PLUMBING $. IN-,._'LATION 4. F1'vF,_ - CONSTRUCTION MUST ELECTRICAL DE COMPLETE FOR C.O. ONSPECTION REQUIRED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRE® DO NOT PROCEED WITH COMPLY WITH ALL CODES OF ;FRAM IIING UNTIL SURVEY NEW YORK STATE & TOWN CODES . OF FOUNDATION LOCATION AS REQUIRED AND CONDITIONS OF HAS BEEN APPROVED. ?. All exterior lighting S installed,replaced or repaired shall conform DC to Chapter 172 of the Town Code OCCUPANCY OR USE IS UNLAWFUL Must provide Manuals WITHOUT CERTIFICATESand Sasper OF OCCUPANCY Energy Code DRAINAGE INSPECTIONS ARE REQUIRED flower door $nd ductwork Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification testing required. that the drainage has been installed to Code. NOTES: wE4 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM SITE PLAN F O R EXISTING ELEVATIONS ARE SHOWN THUS: 50.° PAUL 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. PA V L ORLICK 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP LOT � ^°3 o MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ff SIDEWALL AREA. L wEtt 1 POOL; 12' DEEP, 8' dia. PROPOSED 50% FUTURE EXPANSION POOL BL 0 CK F (CESSPOOL PROPOSED 8' DIA. X 12' DEEP LEACHING POOL MAP OF °vER15p, ORIENT BY THE SEA DWELLING PROPOSED 1,000 GALLON SEPTIC TANK SECTION ONE UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE SAND AND (CESSPOOL GRAVEL FOR A DIAMETER 6' GREATER THAN THE LEACHING POOL (3' COLLAR) EXTENDING FILE No. 2777 FILED NOVEMBER 21 , 1957 OVER wE�L DOWN INTO A MINIMUM 6' STRATA OF APPCEPTABLE SAND AND GRAVEL. °WELLING 150) 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD SITUATE OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ORIENT POINT 4. BUILDING COVERAGE = 2,447 sq. ft. OR 19.6% OF LOT AREA °wE``ING TOWN OF SOUTHOLD O A (CESSPOOL OVER 150') SUFFOLK COUNTY, NEW YORK UNI) \T 71 I DWELLING y WELL S.C. TAX No. 1000- 15-03-23 22.76 78-30,00,, I �RoPos r �� � I^ SCALE 1 "=30' ED / C O,N WELL WELL r::: :. ::::::::::'.:.I DECEMBER 4, 2016 C_O�ORARYEDGE OF PAVEME 1 Q 242 MARCH 12, 2017 REVISE PROPOSED WELL LOCATION CONC. MO i: :::.t::: :( m EN7R,gN FTIoN •QQ' WELL I:::.:..... lo,Xlo, 24.0 APRIL 19, 2017 REVISE SEPTIC SYSTEM PER Michael Mapes, P.E. r-O�� d ED O ; it 10 M R�OLLrjEF +ROUT pMP�RARY 35 r . �:.':a b- ROPO LENS gHE IN WITH TOTAL LOT AREA = 12,500 s q. f t. �/ �::.�:::4'...'� SO, SED SILT CONC- HONING 0.287 CIG. FENCE o .� : 0 24.4 I::.: :: ::ul'':� f u1 W W I N 78. 0 I a 30 0 sToK�l E` I J O 61-74' W N 85'57'40„ 0if; 163.26' R� � 3 A ^WELL WELL DEEP `00DIA. XpD % � N 00, RFI PROpL 5 7 10 BPROP. LL Li► �\ tIISi•-3l1 Q N 3,97 E::::::0.: I o `� j q. t r �o Z O 10.3 w = CP O o DW \ O PROP J ,y z L DDwELL DDEEP ::: WI j 3 0 os 3 TYPICAL STORMWATER UNIT O (TOPS TO BE TRAFFIC BEARING) ?? .o I o E P o (NOT TO SCALE) '10IPR y CAST IRON INLET FRAME & COVER (FLOCKHART J63518 TYPE 6840) G OSED OR 6" THICK REINFORCED CONC. COVER \ LOT tr) J jI J ANp()1_ INISHED SLAB 1-0" CESSPOOL 30 B" TRAFFICBEARING N (max.) VACANT J e, PIPE FROM ROOF GUTTERS -0- UTILITY POLE / ^ u COJ SEPTIC TANK L 1 NC. MON SPp°L O > CRUSHED 3/4" - 1-1/2" STONE VACANT R5'E• y Q CESI-y ALL AROUND O �I o` LEACHING RINGS EAC1ylA,c ARES A, ��e 7 �ILm PO � REINFORCED PRECAST CONC. 'V 3Q QQ C°NC M UP��/12C LE 3._D. 4000 PSI 0 28 DAYS 3•_0" W CESSPOOL (min.) 4" (min.) 100.002 WIRY VACANT E LOT a I STEEL OR WOOD 7Z EXTRA STRENGTH FILTER FABRIC POST (TYP.) o " REO'D. WITHOUT WIRE MESH SUPPORT E RIENT 'SUBDlvIS 10' MAX. O.C. SPACING GROUND WATER FILED IN BY T ION MA W/g'IRE MAX.SUPPORT DRAINAGE SYSTEM CALCULATIONS: O THE OFFIC xE SE P OF DWELLING36" HIGH POLE (MAX.) W/0 WIRE SUPPORT FENCE r � STEEL OR WOOD POST DRIVEWAY AREA: 966 sq. ft. N OCTOSE E OF THE 'SE'C CESSPOOL OVEP, Iso' R 26, 1961 jCAS F-,LEN UION �w Q�� FLOW FLOW 966 sq. ft. X 0.17 _ 164 cu. ft. °• 3444 LINTY '^:':'�� 164 cu. ft. / 42.2 3.9 vertical ft. of TEST HOLE DATA 8' dia. leaching pool required ROOF AREA; 2 447 s ft. (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 18, 2016) ----- " ' `' -• q• i ATTACH FILTER FABRIC SECURELY 2,447 s ft. X 0.17 = 416 cu. ft. EL. 23.9' 01 �9 TO UPSTREAM SIDE OF POST j\\��\\ L/\\��\\\�� q STORMWATER MANAGEMENT NOTES: BROWN LOAM OL �- //�// ;;. /�//�/ 416 cu. ft. / 42.2 9.9 vertical ft. of = o.s' / / / % /\y\\j/�� Z 8' dia. leaching pool required 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION /\\//\\//\\//\ ^` /�// /� / �� , MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING \\� SILT FENCE DETAILS . \\ \\ \\\i� REQUIRED: 8 dia. X 14' VERTICAL FT. / /\�/ 4" x 6" TRENCH OF STORM DRAIN POOL AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. d a BROWN SANDY SILT WITH GRAVEL ML NOT TO Sreir N /\\ \\ 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, E /�\\ //�/ W/ COMPACTED A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EL. 6.9' HIGHEST EXPECTED GROUND WATER NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO BACKFILL U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING 17.0 TEST WELL No. USGS 410858072171501 S 18787.1 MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. EL 59 18' EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW TRENCH DETAIL OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL WATER IN BROWN SILT AND ML & SM OFF-SITE TRANSPORT. (NOT TO SCALE) DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS SILTY SAND WITH GRAVEL TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE HAY BALES 2"x2" STAKES PREPARED IN ACCORDANCE WITH THE MINIMUM SCREEN IS REMOVED. 28' (TWO EACH BALE) STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, FLOW BY THE L.I.A.L.S. AND APPROVED AND ADOPTED A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL WATER IN BRowN FINE SAND SP so' MIN. FOR SUCH USE BY THE NEW YORK STATE LAND OR TO BE SUFFICIENT TO GRADE BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT COMPACTED TITLE ASSOCIATION. KEEP SEDIMENT ON SITE SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES W I BACKFILL DRAINAGE SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS 34 NOTES: SLY BE FENCING -stop INLET NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS `a AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE REGRADING do VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. WELL o OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2, MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. W r SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. STABILIZATION MEASURES SELECTED SHOULD BE PILE SHALL BE SURROUNDED WITH EITHER SILT p y O FENCING OR STRAW BALES, THEN STABILIZED WITH Q ___________ � BALES TO BE SET 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. 0 r IN 4" TRENCH 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED AND REQUIRED PERIOD OF USE. I ON THE PROPOSED RESIDENCE. 2 SLOPE OR LESS ELEVATION 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 1 I HAYBALE BARRIER ® INLETS S. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS STABILIZE ENTIRE PILE OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF WITH VEGETATION OR COVER I (NOT TO SCALE) + X467 FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. J, 14/ \11 14, �, �, HAY eALEs AND/OR S. c. No. 50467 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SILT FENCING SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW UNAUTHORIZED ALTERATION OR ADDITION IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF PLAN VIEW TO THIS SURVEY IS A VIOLATION OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin iii WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE `i' N' � 14/ � � � � EDUCATION LAW. VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COPIES OF THIS SURVEY MAP NOT BEARING TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING y 14/ y \I/ 11, PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor AND GROWTH. \y \y 14/ \y \lr \y \y \tr \y \y TO BBE A VALDOSSED LTRUELCOPY.L NOT BE CONSIDERED 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA ROAD EXISTING GRADE VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER �, �, �, �, CERTIFICATIONS INDICATED HEREON SHALL RUN THAN 1 SQUARE FOOT IN SIZE. MAY BALES AND/OR ISLY PREPARED,THE , ANDON FOR ONHIS BEHALF MTHE THE 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIRSuccessor To: Stanley J. Isaksen, Jr. L.S. SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF CONSTRUCTION ENTRANCE BASE OF TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e nn L.S. OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO COMPACTEo.3/4- STONE BLEND LENDING INSTITUTION LISTED HEREON, AND P 9 9 FILL TO 18" MIN. ABOVE EXISTING TO THE ASSIGNEES OF THE LENDING INSTI- THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, GRADE TO ALLOW FOR DRAINAGE TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction Layout OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. STRAW BALES OR SILT FENCE CROSS SECTION PHONE (631)727-2090 Fax (631)727-1727 TEMPORARY CONSTRUCTION ENTRANCE THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 SOIL STOCKPILE (NOT TO SCALE) ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 (NOT TO SCALE) 36-254-2 4 �.: L i t� NOTES: SITE PLAN FOR 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM wecl T T T� EXISTING ELEVATIONS ARE SHOWN THUS: 50-0 PAUL L ®RLI�i,2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS.1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEPUj MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. LOT 30 O>C1 POOL; 12 DEEP, 8 dia. Ute, PROPOSED 50% FUTURE EXPANSION POOL BL 0 CK F � MAPOFOFa PROPOSED 8' DIA. X 12' DEEP LEACHING POOL ORIENT B 1 THE SEA (CESSPOOL CONGER 15p PROPOSED 1,000 GALLON SEPTIC TANK SECTION ONE UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE SAND AND (CESSPOOL ��. GRAVEL FOR A DIAMETER 6' GREATER THAN THE LEACHING POOL (3' COLLAR) EXTENDING FILE No. 2777 FILED NOVEMBER 21 , 1957 oOL o WEL DOWN INTO A MINIMUM 6' STRATA OF APPCEPTABLE SAND AND GRAVEL. DWELLING R i5D) 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD SITUATE . OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ORIENT POINT 4. BUILDING COVERAGE = 2,447 sq. ft. OR 19.6% OF LOT AREA DWELLIIVG TOWN OF SOUTHOLD (CESSPOOL OVER 150) SUFFOLK COUNTY, NEW YORK T 7 p �� I DWELLING v 1\SII WELL S.C. TAX No. 1000- 15-03-23 22.7 V I T�, �[ F'ROpOS S �8"30'00' E dV �O� SCALE 1 "=30'. W LD 1:.:'a EAD Fa.; .} ,-. . _._. . .,,._...- ��.�� . DECEMBER 4, 201.6 , WELL WE 1:::. ...::: ..:: 1:. : TEMpO EDGE p J ... .I„ :x _ 1 GoNs RARY F PAVEMEN 10 24.2 t ' I' `"'"` ",;,,tr.�'Or- I-'i�n€.:t8 5_s'rtC .q MARCH 12, 2017 REVISE PROPOSED WELL LOCATION CONC. M0 I j m EN7RAN CTJON '00 P' "s:",'."r ';' f',.,t,1j��,,.,I n r P WELL lo'X l0 240 ,., �,UOs,Ot1 f 0..11 PRIL 19, 2017 REVISE SEPTIC SYSTEM PER Michael Mopes, P.E. 1. :. . y.>.J„., r1 . {::: e-. :::: GONG x 3' EEp •r„r.. .N t:.,, .t_. ..t pROp�ED O 1::: .:::.. :' ::I IO MILREp� sl{ .st r sl'"Fr _ w� TEMpo _ TOTAL LOT AREA = 12,500 sq. ft. GRATE E�RAIN i::: "t OLYErNE IT LIRA WI t 23.5 r::.9::. : RO 0.287 QC. Cy :r'bQ. .l SO, pO`JEb SILT COEMONING H ( 24.4vI J I`�AS ECr'1d' :TIJ�°� 4�vur� CT 1�3i� F�E®UiRr3J 1 . o I ,t' .�..� I w t, 7 8 z �: .:'+ . 1 •30'00' f;=rC" '+"' _ �'✓'� °� W o tJ� A'o;,TF.FY SYyTE !6 % p05 m `sr loll ` 4 W N 0 o L''F-1 (�7P�'Pir, `P'' RLI E " . cKpl Ey I O 61.7 85'57'40" 163 ` - 0 1y_� tC SK a R� Dpi . 0•, 'A h p WELL WELL IOD f.;�{E�;I C (c u 8`DIA X$�'OSEp S c (\� 0.' m.w J_ T tl � `) t��., IFMA 0 ;''cRkOVAL 1 . D ° `' a ; - r�P DE o DRY Ep oRG':: .,......._..�.�-._..a.-_ ,� WEL p � i PROP L !N G.r L EL. pL•EL 10' B'plG'SED o w ��' 4.5.. 74. �`.::: DRY X 5'b P w 15.3 HpU SE . .:. O o W GpA = 3 RA TM'. 0. c� �• ............. .. .......... ..... 9 sq. E.,:„'�. O Fit ED I' ACCORDANCE WITH OF fir.v•n.,...t.,•Id:�""'S � :" t 103 )a W t._ DCrERF1 IAT►t QA 7 D ......................... ........................ . P . -ii ..,., ,I't . ............ . to, .l i"L - �;; �,:1"�G'�l J TYPICAL STORMWATER UNIT S * r'ROpO5E z �,i: ,t tir, «a t!r s. ; M D'DIA X D �',F IJ ++� ;r tt i.��`,. � �.JvTI�I j • � (TOPS TO BE TRAFFIC BEARING) E .I \ L RYl ALL 5 DEEP _ iP r 0 5 3 r1\",N .?til' O oI P o (NOT TO SCALE) ,A y CAST IRON INLET FRAME & COVER (FLOCKHARi 163518 TYPE 6840) _. ..-• �,."_} j O GOR AN�TD �V�I I��Yti..FI. �" •KL• ��?r.. �111'aif� ,tiail" (V• '\ I--r•� FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER 1j„ 11 1( r L.J 1.-0. I B" TRAFFIC BEARING SLAB (max.) Z LOT 30 CESSPOOL M vl PIPE FROM ROOF GUTTERS VACANT UTILITY POLE / ' ^ L SEPTIC TANK CRUSHED 3/4" - 1-1/2" STONE VACApj, CONC. MON. p.S.E• a Q O CESSPOOL 0 nLl ARroiNn L o LEACHING RINGS /�I REINFORCED PRECAST CONC. ACHING AREA / t �8'30'00,, CONC. M UPA#12C OLE 3.-0. 4000 PSI 0 28 DAYS 3•-0" W CESSPOOL (min.) 4" (min.) 00.00' WRE VACANT STEEL OR WOOD LOT 72 EXTRA STRENGTH FILTER FABRIC POST (TYP.) o � t, REQ'D. WITHOUT WIRE MESH SUPPORT E S 10' MAX. O.C. SPACING GROUND WATER U BD FILED 1N T BY T I�ISION MAP W/s I�iAx D.C.SUPPORT 36" HIGH POLE (MAX.) DRAINAGE SYSTEM CALCULATIONS: O THE OFF-IC HE 'SE OF DWELLING W/o WIRE SUPPORT FENCE .'-: STEEL OR WOOD POST • � DRIVEWAY AREA: 966 sq. ft. N OCTOBER OF THE C ' 'SEC?'1 CESSPOOL OVER 150' ^ •r :. FLOW 966 sq. ft. X 0.17 = 164 cu. ft. 26, 1961 LER FIOF S 0o Thr 164 cu. ft. / 42.2 = 3.9 vertical ft. of AS UFF O�� _ now LE No- 3444 COUNTY 8' dia. leaching pool required TEST HOLE DATA ROOF AREA: 2,447 sq. ft. (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 18, 2016) ATTACH FILTER FABRIC SECURELY r , , , , 2,447 sq. ft. X 0.17 = 416 cu. ft. EL. 23.9' /�9 } �• TO UPSTREAM SIDE OF POST \\ \\ '�//\\/\\% 4.16 cu ff. / 42.2 = 9.9 Vertical ft. of B OWN LOAM OL �' / \� ;;;''.;;\\\\\\ ��� i \\ \ \j\\�' 8' dia. leaching pool required STORMWATER MANAGEMENT NOTES: 0.5' 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION \\�\\�\\�\\� RTT.T FENCE DETAILS \\ '\\� \ \ REQUIRED: 8' dia. X 14' VERTICAL FT. MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING / OF STORM DRAIN POOL AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. d e 8 BROWN SANDY SILT WITH GRAVEL ML NOT TO SCALE /\ \• 4" X O TRENCH 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ��j /�/ w/ COMPACTED A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EL. 6.9' 7.0' MAXIMIZE EXPECTED GROUND WATER ( NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO BACKFILL TEST WELL No. USGS 41 08580721 71 501 S 16787.1 MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING EL 5.9' EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 18' r SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW TRENCH DETAIL THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFF-SITE TRANSPORT. (NOT TO SCALE) OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL WATER IN BROWN SILT AND ML & SM DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS SILTY SAND WITH GRAVEL TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE HAY BALES 2"x2" STAKES PREPARED IN ACCORDANCE WITH THE MINIMUM SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. 28FLOW (TWO EACH BALE) STANDARDS FOR TITLE SURVEYS ASESTABLISHED ' BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, so' MIN. FOR SUCH USE BYJJIE-�VEYd 1FaRK STATE LAND GRADE A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL WATER IN BROWN FINE SAND SP OR To BE SUFFICIENT TITLE ASSOCIATI N. To COMPACTED Q � ,• KEEP SEDIMENT ON RE e„ BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT Z BACKFILL DRAINAGE �+ 1' SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES 34' I HAY BALES AND/OR SCOP a INLET4� SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NOTES: N'ELSILT FENCING NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS L AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2• MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. W SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH 2: UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT O °s 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH Q __________ - IN 4 "BALES 4" TRENCH SET f ------z o ENCH O y 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS ELEVATION +� ON THE PROPOSED RESIDENCE. I HAYBALE BARRIER ® INLETS 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS STABILIZE ENTIRE PILE �, 14, I (NOT TO SCALE) <,�ia� J OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF WITH VEGETATION OR COVER y N.Y.S. Lic. No. 50467 HAY BALES AND/OR FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. �, \V 14, J, \l, 11, 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE SILT FENCING UNAUTHORIZED ALTERATION OR ADDITION SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW %401 14/ 14/ \11 14/ 1 TO THIS SURVEY IS A VIOLATION OF IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF PLAN VIEW SECTION 7209 OF THE NEW YORK STATE ■ FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, EDUCATION LAW. Nathan Taft Corwin III WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE �' �' N' �' N' �' 14' �' VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO COPIES OF THIS SURVEY MAP NOT BEARING TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING \l, \l, 14, \l, 1L \L THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor eyor PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. AND GROWTH. \1, \1, \l, 11, \11 \1, 1, \L 11, \1, 11, EXISTING GRADE 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85Y AREA ROAD CERTIFICATIONS INDICATED HEREON SHALL RUN VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER .1, 14, \l, 1L \l, 1L ONLY TO THE PERSON FOR WHOM THE SURVEY THAN 1 SQUARE FOOT IN SIZE. HAY BALES AND/OR IS PREPARED, AND ON HIS BEHALF TO THE 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SILT FENCING Successor To: Stanley J. Ingegn , Jr. L.S. �, �, �, �, �, �, 1I, CONSTRUCTION ENTRANCE BASE OF TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF COMPACTED 3/4" STONE BLEND LENDING INSTITUTION LISTED HEREON, AND OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO OR N.Y.S. D.O.T. APPROVED R.CA TO THE ASSIGNEES OF THE LENDING INSTI- FILL ro 18" MIN. ABOVE EXISTING TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction Layout THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, GRADE TO ALLOW FOR DRAINAGE OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR cRoss sEcrloN PHONE (631)727-2090 Fax (631)727-1727 CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. STRAW BALES OR SILT FENCE TEMPORARY CONSTRUCTION ENTRANCE THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 SOIL STOCKPILE (NOT TO SCALE) ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 (NOT TG SCALE) 36-254-2 SURVEY FOR PAUL ORLICK LOT 30 BLOCK F MAP OF ORIENT BY THE SEA WELL SECTION ONE i.p .` � FILE No2777 FILED NOVEMBER 21 , 1957 53 l SITUATE WELL A��td\ ORIENT POINT �-� � TOWN OF SOUTHOLD (CESSPOOL OVER 150' SUFFOLK COUNTY, NEW YORK ,(1 V DWELLING ) O\ 1 baa S.C. TAX No. 1000- 15-03-23 (CESSPOOL p wf� SCALE 1 "=30' DWELLING R 150') DECEMBER 4, 2016 MARCH 12, 2017 REVISE PROPOSED WELL LOCATION APRIL 19, 2017 REVISE SEPTIC SYSTEM PER Michael Mapes, P.E. DWELLING OCTOBER 22, 2017 UPDATE SURVEY MARCH 30, 2018 STAKE FOUNDATION �y (CESSPOOL OVER 150') MAY 27, 2018 FOUNDATION LOCATION Z3'10 7- -r� DWEWNG VIW�" TOTAL LOT AREA = 12,500 sq. ft. U 22.75 78° , 0.287 ac. i WELL 0 0 E ED �0n� GE 2.4.4 OF PAVEME �O �00� 24.2 CONC• MO 24.0 WELL O I O � I N TE 1 LL CONC. MON. �1 ^ HOLE I : 24.4 N 7E'30'00" NOTES: vil 61-74' VV 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM W o O� W nl1 >I N 85'57'40" + �63.26' R\' EXISTING ELEVATIONS ARE SHOWN THUS:,= Z 1 I WELL QQ Q S _L5�1- 20.2' 1 C\4 Q, W v 17.1• rd o ^ a zo.4• U) to I L 171. IW N FUND0i rye 15�_ OA b 1ION i20.4' Co) I L J ip O16.6, 0 16.1' 0.1' ui N z O CDNc h 4.0' TEST HOLE DATA M WALLS 17'5. 0i o (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 18, 2016) \ ^ 1 I EL. 23.9' a. 1 j o tJ BROWN LOAM OL 0.5' \ LOT 30 i I 0 •• CESSPOOL z I 0 M V1 d d BROWN SANDY SILT WITH GRAVEL ML VACANTEL.1 I 1 �¢ ^ • TEST WELL No.HIGHEST EXPECTED GROUND WATER 22.8 UTILITY 1 ^ r 5. 17.0' USGS 41 08580721 71 501 S 16787.1 PALE I m �SEPf1C TANK EL. 5.9' 18' CONC. MON, VERHEgp 1 I O CESSPppL WATER IN BROWN SILT AND ML & SM VACg1Vr O.S.E.05 WIRES 1 LE'ACI'TI.NC ARBA N 78° UnLITY POLE SILTY SAND WITH GRAVEL 3Q'O� W CONC. MON. .LIPA#I2C_ CESSPOOL 28 100,00 WATER IN BROWN FINE SAND SP , WRE VACANT LOT 7z 34' er ORD IN Y UT SIOAr MAP OF THEB DWELLING OFFICESEA CESSPOOL OVER 150' oN OCTOBE28 1,S6E,A RK ECSI0N TWO„ OLK E No. 3444 COUNTY PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. a, t>-�NT Cp •� ;.d,N f Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION WELL TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan T of t Corwin Ill COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. 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I -11 ,%, ,,,,,­­ " , . - �_,_­_,­­­­-i"".--­­­­I__._­­,­......."-,-,."�i�l-:.�l".,7,-.-�,,��..,-..I",-.--,,-1-­_ ,_'­�_­-­-,,,-,­­­­­­--l'.-I'� _­,­', " , - . I I , I I �1, I I __ I _,_._________�__._____._,__--1- -_-_--1 '­--­_-­___'_­­_.,­ �. � � __�­, 1�1_ , , I I 11 I , � � � I � I I , � . I I� I ''I� � I I 1. " ,��;,.:� A.,�, I I I I I, I I , , � I -1 , - I 1. I I I I I : '�`,�', , 1: I I -,,-, I I I ''I�I,'LL' . I -I I , r 1 � I : � , I I � I I-1-i': � I I � � ,�, I 1 - I I � I __I �� � �� I I . I 1". - " , I I I T,11 I 1 1i I I I I . f I I � � "" " 11" I I I - I _11A . ,1�,� 1�___ ---,--- "i i I ,(�1\ I 1; ,,,�"' " al "' , ,� 'd I I� ,,,, A � -­ I 11 I'll ,�� " I ll,,JEN N' OTES ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE AS ADAPTED BY NEW YORK STATE -----. , _. ::, 10. 11 I I k (5) I--,I , , , ----.-.-,-..-.�----,.------.--,.-----.------ ------------ --------- .--.---.------ 111, __­__­ —_ - ------ — ---------.— - 11�� I ­_­ __ _____._-----.--------,---- I_________ ------- I ___ ­ _____ ____ _______ "I ly_`,� "I � y ...�, 11 I , I I 1,11 , � ­I , 44 MEBAL—UM ::1 . ENISHES �11,1'1,1_ __,� � , I 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN STRUCTURA SIELL NQ!U 1, All finishes shall match existing as close as possible. �,__, - __ I �1;- lt�',��, I I,I� � 2. Patch as required all areas where existing has been removed and/or 1,�',', ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF -THE N15 "I��"111 "11'Z'1. aLNEE& INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. 1, THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL 1 STUD BEARING WALLS, SHEAR WALLS, AND ROOF' AND FLOOR DECKS SHALL BE FRAMED new work abuts existing. "LZ,I 11 " I" NTH THE MEMBER SIZES AND/OR TYPES AT THE SPACING SHOWN ON PLAN, THE 3. All drywall shall be U.S.G. National Gypsum Co. %" thick, taped and I,��I I�, 1. Contractor shall check & verify all conditions at the site prior to starting of CONFORM TO THE AISC "MANUAL OF STEEL CONSTRUCTION", LATEST EDITION. ",-,..I I L work and he shall familiarize himself with the intent of these plans and make 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING, HVAC DUCT1NG spackled 3 coats. ".11111111 ,"', -1 1 work agree with the same. LIVE LOADS: 2. MATERIALS: AND RECESSED LIGHTING FIXTURES, ETC PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE 4, All Wallboard shall be primed and pointed where exposed using best , :,�,,,, 2. Contrcctor or owner shall obtain a Building Permit from the local town prior ROOF: GROUND SNOW AT 20 PSF (30 PSF MINIMUM) STRUCTURAL STEEL ASTM A562, GR 50 THAT MAY REQUIRE THE ALTERING OR STRENGTHENING OF THE INSTALLED FRAMING. I"� I quality factory mixed paints min. I coat primer & 2 coats finish or more as 1�1�...�",�', ,y, " to starting any work. 1-11 contractor or owner does not receive a permit prior FIRST FLOOR: 40 PSF BARS, PLATES, ANGLES, MISC ASTM A36 required. "' 111.1 - ,�,�' SECOND FLOOR: 40 PSF SQUARE STEEL TUBING ASTM A500, GRADE B 2 WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB. FLOORS SHALL BE INSTALLED -,,,�11 to start of constriction the Architect holds no responsibility In correct code LEVEL AT THE PROPER ELEVATION, ROOFS SHALL BE INSTALLED AT THE PITCHES 5. All interior trim shall be primed and pointed using best quality factory -11,11,...I-A compliance nor dissimilar interpretation of codes by the town. plans examiner. BALCONIES AND DECKS: 40 PSF BOLTS ASTM A325 - � �,',,; 1, UNINHABITABLE ATTIC W/O STORAGE: 10 PSF ANCHOR BOLTS ASTM A306 � INDICATED ON THE ARCHITECTURAL DRAWINGS. mixed paints min. 1 coat primer & 2 coats finish or more as required. I ___j ,�,',�',,'�%, 3, Controctor shall obtain all required approvals, permits, certificate of WELDING ELECTRODE ASTM E70XX 6. Owner shall select all colors: (re: appliances, paint, tile, carpeting, ,,,,,�_I ­ I ,,�,,,, �'I",,I UNINHABITABLE ATTIC NTH STORAGE: 20 PSF , '' " occupancy, inspection approvals, etc, for work performed from agencies HABITABLE ATTIC W FIXED STAIRS: 30 PSF 3 JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING STUDS UNLESS exterior staining, counter tops, vanities and kitchen cabinets.) 1��I� I'll, having jurisdiction thereof. 3. ALL WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING OTHERWISE DETAILED. 7. Contractor shall stipulate an allowance for interior and exterior lighting ��,��-I ,onform to the Residential Code of New York State Building IN BUILDING CONSTRUCTION AND BE PERFORMED BY WELDERS CERTIFIED ­",O� � 4. All work shall c fixtures, kitchen cabinets, cabinets, counter-tops and vanities. ", � IR �": ULTIMATE DESIGN WIND SPEED: MPH IN ACCORDANCE IN H AWS STANDARDS. 4 JOISTS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BY FULL DEPTH SOLID �':- I �,­ Code, State Energy Conservation Code and all rules and regulations of the 8. Carpeting shall be furnished and installed at owner's expense. ,,�-, p- BLOCKING TWO INCHES IN THICKNESS, EXCEPT WHERE JOISTS ARE SUPPORTED BY A * I-1 � local building department having jurisdiction. 4. STRUCTURAL STEEL SHALL BE CLEANED IN ACCORDANCE WITH SSPC 9, All exterior siding shall be selected by owner, Cedar shall be coated ,il,"" � . SEISMIC DESIGN CATEGORY: 8 (EXEMPT FROM SEISMIC PROVISIONS OF CODE) SPECIFICATION SP-3 FOR POWER TOOL CLEANING, APPLY 2 MILS PRIMER. FLUSH HEADER OR NAILED TO A RIM JOIST. < C) "i,s 11; :,,� ,1, 5. If in the course of construction a condition exists which disagrees with with preservatives to retain its natural color. I ill�� � T , 0 -.14- �" , that as indicated on these plans, or if there are any inconsistencies on the HEIGHT AND EXPOSURE ADJUSNENT COEFFICIENT = 1,55 (MEAN ROOF HEIGHT =20) ARCHITECT 'TO DETERMINE AREAS REQUIRING AND TYPE OF FINISH PAINT. ,:"�� 5 PROVIDE A MINIMUM OF TWO STUDS AT EACH END OF ALL FLUSH FRAMED HEADERS 10. Provide access to attic area by means of a 24"x18" removable panel in ,,�,� I D:f [-- �'11�1,1� plans, the contractor shall stop work and notify the architect. Should he fail BRACED WALL PANELS HAVE BEEN DESIGN lN ACCORDANCE WITH 5. PLACE ALL BEAMS NTH CAMBER BOWING UP. OR BEAM, UNLESS MORE ARE INDICATED ON PLAN. PROVIDE ONE JACK STUD (TWO AT doset ceiling or pull down stairs (verify with owner). �'-`%�`� T_ �­,�, � I to follow this procedure and continue with the work, he shall assume SECTION 602.10 OF THE 2015 IRC. WALLS NOT CONFORMING TO II, contractor to provide allowance for ceramic tile, kitchen and vanity I,�, - FIRST FLOOR) AND ONE FULL KING STUD AT EACH END OF ALL DROPPED HEADERS �,,,,,j - ,;, Iii- ,�i SECTION 602.10 HAVE BEEN DESIGNED IN ACCORDANCE WITH . I,� responsibility and liability arising there from. UNLESS OTHERWISE INDICATED ON PLAN. cabinets. W I ��,e�,',j ACCEPTED ENGINEERING PRACTICES USING ASCE7-10. MEMIE mu nin-i ISIS NOTES (1) ,.- � ),�,4 - " 1 6. Architect has made various assumptions that only can be verified in the field (1) > _Y ,"'M , , after partial demo has taken place, If assumption is correct continue with 6 FLUSH FRAMED CONNECTIONS SHALL BE MADE NTH PREFABRICATED GALVANIZED STEEL TIER5 < L_ V11- 1,;'4V,,, 1 f-JOLSTS SHALL BE MANUFACTURED OF LAMINATED VENEER LUMBER TOP AND BOTTOM C ,:,�'�'��,, work. If assumption is incorrect stop work and notify the architect HANGERS MADE BY SIMPSON STRONG-TIE, CO., INC. OR KANT-SAG CONNECTORS BY 1. All metal flashing where called for or) plans shall be alurninum. 0 -0- ",5 Door And Window Required Design Loads: FLANGES AND ORIENTED STRAND BOARD WEBS BONDED TOGETHER WITH AN EXTERIOR 11�14'., 11 —__ ­_ -- _____ . UNITED STEEL PRODUCTS CO. OF' WIDTH AND DEPTH APPROPRIATE FOR THE C - -1:4- "i - > . immediately. In most cases assumptions car) be verified prior to start of work � ADHESIVE. APPROVED MANUFACTURERS ARE TRUS JOIST MACMIU_AN (-TJI- JOISTS), 2. Roofing shall be 235#/square asphalt shingles over 15# fell-. -_ 11.1 cted to be done prior to start WINDOW/DOOR AREA R, INSTALL WITH THE TYPE AND QUANTITY OF FASTENERS required for proper runciff ___1 "t I"� I with test holes, if this can be done - it is expe GEORGIA PACIFIC ('GPI" JOISTS) AND LOUISIANA PACIFIC ('LPI "JOISTS), 3. Install leaders, gutters, and drywalls as 3:: 0 �-"",, -_ _____ I MANUFACTURER, USE STAINLESS STEEL CONNECTORS AND collection and distribution and as required to meet state and local) codes. _:;�: I �, � of work. 10 S.F� +28,2/-29.5 . FASTENERS AT EXTERIOR APPLICATIONS IN CONTACT W/ PRESSURE TREATED LUMBER. 3: .k - 1�� 7. The Architect assumes no responsibility for construction conforming to - ____ ____ 2 JOISTS SIZES ARE INDICATED FOR BOISE CASCADE (BCI) ON PLAN, ALTERNATE Til 0 (V ,4- ,�1'1 I " 20 S,F� +27.0/-34.', _0 ,� ____ OR LPI SIZES MAY SUBSTITUTED AS FOLLOWS� 7 STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT NTH ELUMBING & HVAQ I `,711: these plans; means of construction, methods, techniques, sequences of 50 SY, +25,3/_,31T____7 I --:) C) 7" .,I- �:�,��'..�� procedures, or for safety precautions and programs in connection with the CONCRETE OR MASONRY SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER, ACQ 1, Provide pan under washing machine as per code. 1 1-1,� � 100 S,C +24,0/--29.5 I-JOIST MANUFACTURERS SERIES DESIGNATIONS 0 LC) I-1, - I-, work, nor has he been hired for supervision unless specified. I__--__-...-,..4__ --j I PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH APPLICABLE AWPA STANDARD 2. All plumbing shall be in strict conformance with the Plumbing Code of (1) L__ 1�1,11 � - WIDTH (IN) TJL1 BC1 LPI DEPTHS (IN) - C I �"?11�, 8, Contractor shall be solely responsible for the correctness of dimensions C1, C2, C3, C4, C9, C14, C15, C16, C22, C23, C24, C28, C31, C33 AND M4, PRESERVATIVE New York. M 4fr ,�� 3 THIS WORK HAS BEEN DESIGNED TO BF SELF-SUPPORTING AND STABLE AFTER THE 1-3/4- 9-1/2, 11-7/8 0 3:: V- '��'�' or quantities and for the fitting to other work; for work to be confirmed and SHALL CONFORM TO AWPA PI/P13, P2,P5, P8 AND P9. 3. Contractor shall reroute as required oil existing plumbing, electrical, "��,� -, - 1� 11 CONSTRUCMN HAS BEEN COMPLETED, THE STABILITY OF THE STRUCTURE PRIOR I- 9 lines including air-conditioning ductwork which interferes with -) I ", ' correlated to the site; for information pertaining to the fabrication procedure T THIS 1 2 1/2- 360 60s 36 11-7/8, 14, 16 8 BUILT UP MEMBERS OF THREE PLIES OR LESS SHALL HAVE ADJACENT PLIES NAILED and heatin E r-, 0 r' ��' TO COMPLETION IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 3-1/2' 560 9bs 56 11-7/8, 14, 16 � — (D X!4 I I new construction, '', ures of RESPONSIBILITY EXTENDS TO ALL ASPECTS OF 7HE CONSTRUCTION ACTIVI TY T (1) C ,�­ or to the means, methods, techniques, sequences and proced I iOGETHER WITH TWO ROWS OF NAILS AT 12' 0,C. (10D COMMON NAILS FOR 1-1/2" 0 "I , , : ; " INCLUDING, BUT NOT LIMITED TO, JOBSiTE SAFETY, EREC71ON METHODS, ERECTION 4. Modify as required the existing oil fired hot water system to provide a (1) :11111,:��,, constructions; and for the coordination of work with all trades, The SEQUENCE, TEMPORARY BRACING AND 'SHORING, USE OF EQUIPMENT AND SIMILAR 3 I-JOISTS ARE TO BE STORED ON SITE ABOVE. THE GROUND ON 'STICKERS" UNDER PLIES, 12D COMMON NAILS FOR 1-3/4- PLIES). BUILT-UP MEMBERS OF MORE THAN = Q) ,,,'�,I verification of the physical interrelationships of elements of the work from WIT T ,CLEARANCES TO ALLOW AIR CIRCULATION. I -JOISTS ARE TO 3 PLIES SHALL BE ASSEMBLED WITH 1/2' DIAMETER THRU BOLTS AT 16" O.C. separate zone with thermostat and controls for the new addition. All I'll�-,'� S, REMEW OF CONSTRUCTION BY THE ENGINEER IS piping shall be insulated and run concealed in the floors, walis, and/or �__ L_ 1,,�, plans and specifications and in the field is the contractor's sole responsibility, Not For CoNFORMANCE VATH THE DESIGN ASPECTSS ONLY, NOT TO REVIEW THE BE HANDLED IN THE UPRIGHT POSITION. DO NOT WALK ON JOISTS UNTIL STAGGERED UP AND DOWN NTH 2 INCH CLEARANCE AT TOP AND BOTTOM EDGES, 1111''42111 �" Architect's review of the contractor I s submission does not relieve contractor CONTRACTOR'S CONSTRUCTION PROCEDURES, MANUFACTURER'S RE Y TOP FLANGE BRACING OR PERMANENT I ceiling. Radiant baseboard elements shall be of sufficient length in each 0 ,�11,��, ��I I � I 1,1� from these responsibilities. 4 SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND CLEVATIONS. SHEATHING IS INSTALLED 9 FLITCH BEAMS ARE TO BE ASSEMBLED WITH 112* DIAMETER THRU BOLTS AT 16' O.C_ room for maintaining a 68 degree Fahrenheit interior temperature at 0 ,�" ­, , H 2 INCH CL I" - 9. Architects site plan is only schematic. All information is as indicated on . STAGGERED UP AND DOWN, NIT -EARANCE AT TOP AND BOTTOM EDGES. cegree exterior ternperature with a 15 rTiph wind velocity. .- ---------J , 1 4 JOISTS OF THE PROPER SIZE ARE TO BE INSTALLED AT THE SPACING INDICATED ON ASSEMBLE FLITCH BEAM WITH BOTTOMS OF WOOD PLIES AND STEEL PLATE FLUSH, 5. Sanitary disposal system shall be County Health Departrnent approved : owners survey and shall prevail. FOUNDA11ON NOTES THE DRAWINGS USING THE MANUFACTURER'S RECOMMENDED DETAILS UNLESS I 10. Existing conditions indicated were from field measurements taken. OTHERWISE NOTED ON PLANS. 10 EXTERIOR END WALLS OF CATHEDRAL CEILING SPACES SHALL BE FRAMED WITH STUDS for design and installation. System to be 1000 gal/min, septic tonik and 11. Do not scale drawings, Written dimensions supercede scaled dimensions. I THE ,FOUNDATIONS HAVE BEEN DESIGNED TO REST ON UNDISTURBED CLASS 1 300 sq� ft. wall area leaching pool., Or as required by County Health : 12, Arch:'tect has not been retained for on site inspections and/or observation GVW, GP, SW, SP, SM, SC, GM, and GO HAVING A PRESUMPTIVE BEARING VALUE 55 RIM JOISTS/BOX NAILERS ARE T BE I INCH MINIMUM THICK RIM BOARD MEMBERS RUNNING CONTINUOUSLY (NOT SPLICED) FROM FLOOR TO ROOF. Department. I 10 � of the construction. OF 2,000 PSF� IF PREDOMINANTLY CLAYEY AND/OR SILTY SOILS OR FILL IS MATCHING THE JOIST DEPTH MADE OF OSB OR LVL MATERIAL, SUCH AS 11 CONTINUE ALI BUILT UP POSTS DOWN TO FOUNDATION, PROVIDE BLOCKING WHERE 6. provide oil fired hot water heating system, weil mclain boiler & 32 gal. i 13, The standard form, A.I.A. Documents No. A--201, of the American Institute ENCOUNTERED BENEATH FOOTINGS, THE MATERIAL SHALL REE REMOVED AND � ­11MBERSTRAND' MANUFACTURED BY TRUS JOIST MACMILLAN, "FIBERSTONG" POSTS.StT ON TJI JOISTS OR OVER DROPPED HEADERS. bock hot water heater, 114 of Architects latest edition, Articles 1 through 14 inclusive, is hereby made a REPLACED NTH COMPACTED STRUCTL)RAL FILL. 7. contractor to provide allowance for plumbing fixtures. 11,,�,,�o � " I MANUFACTURED BY GEORGIA PACIFIC OR "INNER SEAL" 3Y LOUISIANA PACIFIC. 12. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH NEW YORK STATE BUILDING �_',-,� � - 'Wil part of this specification and the terms thereof binding to the Contract 2 THE BOTTOM OF EXTERIOR FOOTINGS NOT ON SOLID ROCK SHALL BE AT LEAST ""ODE AND ALI' LOCAL CODES HAVING JURISDICTION AND WITH 'THE NATIONAL DESIGN SPECIFICATIONS �,'-P��, agreement to the same extent as if herein written out in full. A copy of this 3'--O' BELOW FINISHED GRADE. FOOTINGS ON ,LEDGE SHALL REST ON BROOM 6 DO NOT CUT OR NOTCH FLANGES. WEBS OPENING MAY BE CUT ONLY AS FOR STRESS GRADE LUMBER AND ITS FASTENINGS. LUMBER IS TO BE FURNISHED AND NSTALLED I I Uuial,c � ,ft - 11 -, I.,i document is available at the office of the architect for examination. CLEAN SOLID ROCK. IF THE SLOPE OF THE ROCK SURFACE EXCEEDS 1 ON 6, RECOMMENDED IN THE MANUFACTURER'S urERATURE AND THEN ONLY AFTER W1 ALL. FASTENERS, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL 1. 80 cfm intermittent bathroom ventilation or 25 cfm continuous. 111�­ i,I 11 :- 14. Owner warrants that contracts to perform the work contemplated by these THE FOOTING SHALL BE DOWEL-ED TO THE LEDGE WITHI 3/4- STEEL RODS DRILLED CONSULTATION WITH THE ENC4NEER, DO NOT BEVEL CUT THE TOP END OF THE JOIST BT MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL 11, 10 ft. candles of light at all landings, treads interior and exterior . III��._ plans will not deviate in any material respect from the general notes herein and 10 INCHES INTO 'THE ROCK SURFACE AT 2 FEET ON CENTER. BEYOND THE EDGE OF BEARING� WASHERS OR PLATES, JOIST HANGERS AND CONNECTORS AND HARDWARE MUST BE INSTALLED IN stairs. � od, 7 PROVIDE SINGLE "SQUASH BLOCKS' UNDER BEARING WALLS FROM ABOVE NAILED TO ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND AS PER MANUFACTURER'S SPECIFICATIONS. 3. install as per owner's direction any and all intercom, telephone and/or I the pertinent drawings and specifications. 3 IN AREAS REQUIRING FILL, THE FILL MATERIAL SHALL BE A UNIFORMLY GRADED (" E S 11 - IF TH 1V antenna wiring in walls prior to sheet rocking. All temperature control , 15. droWings and specifications as instruments of service are and shall remain MiXPiRE OF SAND AND GRAVEL WEIGHING NO ESS THAN 120 PCF DRY DENSITY THE JOIST FLANGES MATCH THE DIMENSIONS , _UPPORTING STUD BELOW. NOT SPECIFICALLY INDICATED OR SPECIFIED, THEY SHALL BE FURNISHED IN I`�1' the property of the architect whether the project for which they are made is AFTER COMPACTION IN PLACE. THIS MIXTURE SHALL BE UNIFORMLY GRADED "SQUASH BLOCKS" ARE '10 BE CUT 1/16' LONGER THAN DFPTH OF JOIST AND ARE I D SIZE AND SHALL COMPLY WITH THE "RECOMMENDED NAILING SCHEDULE" wiring shall also run concealed in walls, floors and/or ceilings. I " I �� executed or riot. Ithey ore not to be used on any other projects or extensions HAVING NO STONE GREATER 'THAN 3 INCHES IN ANY ONE DIMENSION, AND WITH TO BE INSTALLED WITH GRAIN VERTICAL. ACCOMPANYING THESE SPEOFICATIONS� 4. Electrical work to be Board of Fire Underwriter approved. install as 1, ',,�] '11 '-a this project except by agreernent in writing and compensation to the LESS THAN 10%, BY WFIGHT, PASSING A #100 SIEVE THE FILL SHALL BE PLACED 8 DOUBLED f-JOSTS ACTING AS HEADER AND TRIMMER BEAMS ARE TO BE per owners direction all temperature controls. wiring shall be concealed in ; 1 13, ALL ROOF AND WALL. SHEATHING SHALL BE EXTERIOR CDX GRADE, EXPOSURE #1 WITH I i LI F walls, floors and or ceilings, i architect. IN M01MUM I FTS OF 8 INCHES BEFORE ,COMPACTION, EACH LIFT SHALL BE 'CONSTRUCTED W11H SOLID FILLER KOCKING NAILED BETWEEN THE JUST WEBS, EXTERIOR GLUE, AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE U.S. PRODUCT � I ! ­ 16. owner shall select all colors. COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM OF 95% OF ITS MAXIMUM FILLER BLOCKING SHALL BE A COMBINATION OR PLYWOOD AND/OR 2X DIMENSIONED STANDARD PS-1, AND SHALL BE IDENTIFIED NTH THE APPROPRIATE I-RADE TRADEMARK OF THE 5, Furnish and install o"single station. smoke detecting alarm device where i 17. the ,contractor shall keep the premises and surrounding area free from DENSITY AT OR NEAR OPTIMUM MOISTURE. A SOILS TESTING LAB, HIRED BY -,,HE LUMBER OF NET WIDTH EQUAL TO THE JOIST FLAKE WIDTI-I MINUS 318 INCH AND A AMERICAN PLYWOOD ASSOCIATION, SUB-FLOOR PLYWOOD TO BE 3/4 THICK, WALL SHEATHING TO BE indicated an plan, (AJ 102-1) Device snall conform to Section R317.1 of �i i OWNER, SHALL TEST THE MATERIAL BEFORE AND AF DEPTH OF JOIST DEPTH MINUS 3 1/2 INCHES. NST�I_L BLOCKING FOR FULL LENGTH 7/16' THICK, AND ROOF SHEATHING TO BE -1/4" THICK. NO OSB TO BE USED WITHOUT FIRST tile New York, State Buiiding'Code. V) 4 � accumulation of waste materials or rubbish, caused by the operations under CONFORMANCE WITH rHIS SPECIFICATION. NO LIFTS SHALL BE PLACED MEN IN HEADER BEAMS AND 2 FEET TO EACH SIDE OF SJPPORTED HEADER IN TRIMMER OBTAINING WRITTEN PERMISSION FROM THE' ARCHITECT. (, Carbon Monoxide detector sensor shall be provided on each floor �z I, this contract.. WEATHER CONDITIONS ARE SUCH THAI THE MOISTURE CONTENT OF THE FILL BEAMS NTH 1/8- CLEAR BETWEEN TOP AND BOTTf% EDGES OF FILLER AND JOIST hcluding cellar and shall be hard wired, 0 �,�; 1& at completion of the work the contractor shall remove from the site waste CANNOT BE PROPER'Y CONNOLLED, IN PLACING AND COMPACTING FILL AND FLANGES. HAMMER NAILS THRU NEAR WEB, FILLER AND FAR WME THEN CLINCH NAIL -1, -m devices shoR be provided outside each (In 1,10t , TERL tDO NOT DAMAGE NOR DISPLACE CONCRETE WORK ALREADY IN I . OUILD OUT WEB OF JOIST 14. ALL WOOD POSTS, RESTING ON TOP OF CONCRETE WALLS, SHALL HAVE "SIMPSON" OR EQUAL Smoke detecting clor I � I'll " materials, rubbish and surplus materials. BACKFILL MA ,iAL, NTH 2 ROWS OF 10D COMMON NAILS AT 4' O�C, POST BASES !-,HAT DO NOT ALLOW Not For CoNrACT BETWEEN COLUMN AND CONCRETE. �,Ieperote sleeping area, in each sleeping space and on each floor l�evel to > ,��, . 1. PLACE BY CONTACT FROM COMPACTION MACHINERY, BY SUBJECTING IT TO SUPPORTING JOiST HANGERS FLUSH WTH FLANGES, Ii MULTIPLE LAYERS OF PLYWOOD "� 1_-,,, I , be hard wired. I I 51_13.M.IETAL�i OVERTURNING FROM HEAVY COMPACTING LOADING, OR ANY OTHER CAUSE, BRING AS REQUIRED. 11 15, FASTENERS AND HANGERS, ETC. TO BE *SIMPSON' OR APPROVED EQUAL IN SIZE AND GAUGES C4 � � I FILL AGAINST SUCH CONCRETE AT THE SAME RATE AS THE REMAINDER OF FILL, t. Ail electrical work to conform to the "National Electrical Code" and any ------- - 1. General: Submit sornples,, shop drawings, product data, test reports and COMPACTING UNIFORMLY ON BOTH SIDES USING HAND OPERATED TAMPERS. 9 INSTALL JOIST 'WEB STIFFENERS WHERE. INDICATED ON PLAN ON BOTH SIDES OF WEB AS REOUIRED AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 4pplicable local codes, and shall be approved by Ithe "National Board of ' __E5 ,I�1. ; I 1, data, manufacturer's name, certifications, and procedures for all specified NTH 2 ­ 1 OD CLINCHED NAILS" SET 2" IN FROM TOF OR BOTTOM OF STIFFENER. Fire Underwriters". - L.Li I�,_�I�,� � items ard as requested by the architect, Shop drawings shall conform to the 1 4 THE SLAB--ON-GRADF SUB--BASE SHALL BE STONE OR TRAP ROCK PASSING A 2 INCH STIFFENERS TO BE 1/2-, 5/8 OR I- PLYWOOD FOR'i 1/2%1 3/4- AND 2 1/4- !& PRONADE APPROVED WOOD BRIDGING AT WOOD CEILING JOISTS 8'-O' D.C. MAXIMUM SPACING. 1.* Electricc� and HVAC systems shall be designed by others, unless �__ �! best standards of the construction industry and shall be prepared by and IE N A 1/2 INCH SIEVE, (MIN) WIDE JOIST RESPECTIVELY, By 2 3/8" WIDE bl� CLEAR WEB HEIGHT MINUS SECURE BOTTOM OF BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. NO METAL CROSS BRIDGING otherwise noted. 0 .1 "SHALL BE USED. ;,4' 1 1/8". ".rFENERS '10 BE SET TIGHT TO TOP OF BOF-110M FLANGE AT JOIST SUPPORTS �11 I �",- under SLIpervision of competent engineering personnel. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE I AND TIGHT TO UNDERSIDE OF TOP FLANGE WHEN SWPORTING WALLS OR POSTS FROM 10. Contractor is to verify prior to contract signing all electrical fixtures, ?" 3: W,� Z ......i ­ - 2. Stress graded lumber and timber� I - outlets, and switch location as well as type and manufacturers. W �� ,; SHRINKAGE CRACKING. IN.GENERAL, WALLS SHALL NOT BE POURED IN ABOVE, WITHIN THE JOIST CLEAR SPAN. _� I'll, '1�, 11. Service shall be 200 amp service with pushmatic type panel bolards or 4 17- _,�� -> < (/-) :�1111 a) Submit name of supplier and certificate of inspection stating grades of CONTINUOUS LENGTHS EXCEEDING 40 FEET AND SLABS NOT EXCEEDING 20 #6. WOOD STUD WALLS OR PARTITIONS EXCEEDING 8'-O- IN HEIGHT SHALL HAVE HORIZONTAL cl� C4 1-- (..; -,r-I 1"',', r I i , .1 10 JOISTS MAY BE PRO'ADED IN CONTINUOUS MULTIPIU SPAN LENGTHS PROVIDED THAT NO � cis specified by owner. r,-j -t- t lumber used in fabrication. FEET WITHOUT CONTROL JOINTS. THE LOCATION AND CONFIGURATION OF JOINTS � WALL BRIDGING OR BE ADEQUATELY BRACED AT NTERVALS NOT EXCEEDING 6'-O" AT THE 112 1 M n I �� LOADING CONDITION CAN HAVE AN UPuFT CONDITION AF ',`HE END OF THE MUL11PLE SPAN JOIST_ � b) Submit name of manufacturer of metal structural timber connectors with. EXPOSED TO MEW SHALL BE COORDINATED NTH THE ARCHITECT. I POINT VERTICALLY IN AN APPROVED MANNER. 12. contractor to provide allowance for light fixtures. I printed product catalog. I . l 3. Structural Steel: 6 MINIMUM ANCHOR BOLT REQUIREMENTS FOR AT7ACHMENT OF SUPERSTRUCTURE TO SOLID SAWN LUMBER,NM 18, PROVIDE FIRE STOPPING AT `IHE HALF POINT AT ALL WALLS, PARTITIONS, FIREPLACES, N_QiL__iQ__��a0.N_TE_A.r11 1_LQK:_ _______1 I I FOUNDATION SHALL BE AS FOLLOWS ASSUMING A DOUBLE SILL PLATE (UNLESS DETAILED OTHERWISE): CHIMNEYS, BETWEEN FLOORS, FLOORS AND CEILINGS, AND ALL OTHER CONCEALED SPACES. MAKE Do not notch or cut holes into joists greater than that allowed. 1 ,� c) Submit shop drawings for structural steel members shown in the drawings. 1 THE STRUCTURAL WOOD STRESS GRADE STAMPED UMBER SHALL BE GRADED AS ALL JOINTS SMOKE TIGHT AS PER NEW YORK STATE BUILDING CODE. o. Notching': Maximurn 1/6 depth within 1/4 of span (not allowed within X,,I �,��""A I " � � 1� CRAWL SPACES AND SLABS ON GRADE: 5/8" 0 AT 32" O/C MAX ATTIC JOISTS AND RAFTERS: DOUGLAS FIR--LAFCH OR HEM FIR NO.2 middle half of span.) I 11 DLMQLJJQN I BASEMENT-. 5/8- 0 AT, 32- O/C MAX EXTERIOR WALL STUDS: SPF, DOUGLAS RR-LARCH, OR HEM FIR NO.2 J-7� ALL. CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE, t). Bored Holes: Max;rnum 2 1/2" dia. no less than 2" from top or bottom �111:1f,I ", 4, All items removed in the construction shall remain the owners' property with INTERIOR WALL STUD& SPF, DOUGLASF]R--LARCH, OR HEM FIR STUD GRADE TI ANUFACTURERS AND IN CONFORMANCE WITH THE N.Y.S. BUILDING CODE, of joist. Also, in no case are notches to be placed in both edges if the 'A E MINIMUM OF 8 INCHES INTO CONCRETE OR GROUTED INCLUDING THE FOLLOWING: I the exception of debris which shall be carted off 1�he site and legally disposed MASONRY, INSTALL BOLTS WITHIN 12 INCHES OF END OF SILL PLATE ON ALL 2 THE DESIGN OF THE DIMENSIONAL. I'UMBER MEMBERS AND THEIR CONNECTIONS IS near, sides a,' such notches are closer than 12" horizontally, nor are the �, ,J,r'��.1 �1��,�i of� BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT THE 'TIME OF INSTALLATION A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE AND AS PER near sides of notches� and bored holes to be placed closer then 12" 1 1 1/� EXTERIOR WALLS, PROVIDE 3"X3`X-3/16* WASHER PLATE ON ALL ANCHOR BOLTS ��,�. " 11,� ,"I'll,' ' 5. Controctor shall exercise good judgment to minimize damage to existing PROVIDE 37 HOOK ON BOLTS. ADHESIVE ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS, I OF #7% OR LESS. ENCLOSED NAILING SCHEDULE. BRACE, PLUMB AND LEVEL. ALL MEMBERS AND SECURE WITH i"orizon tally, nor are bored holes to be placed near both the 'top and , "I ' 11 2 ,, "' I areas (including lawn and shrubs). Areas damaged due to new or additional I I 3 JOISTS OR RAFTERS ARE TO BE INSTALLED NTH "'CROWN' UP (POSITIVE CAMBER) SUFFICIENT NAILS, SPIKES, AND BOLTS TO ENSURE RIGIDITY. bottom edges if the near sides of such holes are closer than 12" _'_i .1 �' construction shall be restored to its original condition. f S147ES'AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADES SUCH AND WITHIN 112 INCH OF STRAIGHT, END--TO-END! ALIGNMENT. horizontally. - - I"",I AS ANCHOR BOLTS, PIPING SLEEVES. HOLD DOWN ANCHORS, ETC. SHALL BE B. LAPPED JOISTS OR TRUSSES OVER ANY BEARING TO BE SECURED TOGETHER, SECURE BUTTED I 41 6. Where, existing walls are removed or new openings are coiled for in existing 4 SEVERELY DISTORTED (TWISTED, BOWFM, CUPPED, UECKED, ETC.) LUMBER SHALL NOT ,�,,_, � JOISTS WITH 1" WIDE BY 18" METAL STRAPS AND TW0'8 ""AILS TO EACH JOISTS, "I - walls, prior to re�noval of existing walls, ceiling beams, roof rafters, etc., COORDINATED BY THE GEL WITH OTHER TRADES. BE USED. - ,;A I 1,�,���� - 1 '12.---.'� I � contractor shall brace existing as required until new header as specified is 8 STEP FOOTING A MAXIMUM OF 1 FLVERTICAL ON 2 FT HORIZONTAL. PLACE LOWER ' C. PROVIDE SOLID SURFACE AT ALL CORNERS AT . � �� I= 5 NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS LEAST 1--1/4" WIDE, IN BOTH DIRECTIONS, FOR I �_'� I installed. FOOTING FIRST. SHALL NOT EXCEED ONE--SIXTH THE MEMBER DEP1R AND SHALL NOT BE LOCATED IN SECURING SUBFLOORING DRYWALL, ETC, ,::4 - �'A ;Xi� THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT EXCEED ONE-FOURTH �. ,:� LAKSKIZAENQ�11 � CONCREMMM THE MEMBER DEPTH. BORED HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP D. PROVIDE SOLID BLOCKING FOR CROWN MOLDINGS, CASING, BASETRIM OB OTHER MILLWORK AND I ,�_ ", - ,�;111 — ".,- AND BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT_EXCEED ONE--THIRD CARPENTRY AS REQUIRED. ­ �,,�-.! 1. Driveway and base paving shall be as per town regulations, I CONCRETE FOR FOUNDATIONS, FLOOR SLABS, AND SLAB-ON-GRADE SHALL BE NORMAL WEIGHT THE MEMBER DEPTH. . �,iI! 1�� , - , , 2. Contractor shall strip topsoil from front yard, side yards, and to 30' from CONCRETE AND SHALL DEVELOP A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 1 E. PROVIDE DOUBLE HEADER AS PER FRAMING PLAN AT WATER CLOSET DRAIN BENDS AND AT- F_ " rear of residence and upon completion of construction, final grade and seed DAYS, CONCRETE SHALL HAVEE A MAXIMUM AGGREGATE SIZE OF 3/4-, MINIMUM ALL VENT AND MECHANICAL OPENINGS 2" OR MORE IN WID'IH UNLESS OTHERWISE DIRECTED BY �� �!`�", � , . ARCHITECT.. W �1�1�1, I�- I -1 this area for a lawn. CEMENT CONTENT OF 560 LBS/CU YD., AND A MAXIMUM SLUMP OF 4 INCHES. STRUQTURAL CQMED51F.__�� (LA AND E%J_hM " 11 11,�, 3. Construction shall (unless directed otherwise by owner) include in his work, 0 I,1��111 TO THE WEATHER, SUCH AS THAT USED IN FOUNDATION F. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE 04 �__�,,�� , removal of existing shrubs and trees within the area of the new addition and WALLS AND EXTERIOR SLABS, SHALL CONTAIN 6% ENTRAINED AIR. I LAMINATED VENEER LUMBER SHALL BE 'MICRO-LAIN" AS MANUFACTURED BY TRUS NTH 'RECOMMENDED NAILING SCHEDULE" INCLUDED IN THESE SPECIFICATIONS OR AS HEREAFTER 0. transplanting of some to a location selected by owner. JOIST MACMILLAN, 'G-P LAM" AS MANUFACTURED BY THE GEORGIA PACIFIC - ! CORPORATION OR 'GANG--LAM" AS MANUFACTUREID BY T'HE LOUISIANA PACIFIC NOTED: __ -__ d 11 4, Contractor shall stipulate an allowance for landscaping. � 3 REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60, CORPORATION. PARALLEI STRAND LUMBER SHALL A 'PARALLAM* AS MANUFACTURED General Buildina Deoartment notes: ,�,�:",�,� ­� � 5. final grading is to be included In contractor's bid proposal. DE I 1/8'X 1 1/4- DEEP SAW CUT CONTROL JOINTS AT 20' O/C MAXIMUM BY TRUS JOIST MACMIiaN. PROVIDE LVL'S IN 1, 3/4' WIDTHS AS INDICATED ON PLAN. (1) SECURE SOLE PLATES NTH 16D NAILS 16" O.C. THROUGH SUBFLOGRING INTO FRAMING MEMBER .,�.,�,,� . 4 PROVI IYI'��` I " �10 I 6. provide asphalt driveway as per, site plan. . EACH WAY IN ALL BASEMENT, PORCH, AND GARAGE SLABS ON GRADE. CUT JOINTS � OR BLOCKING. 1. Existing Electrical service and Mechanical systems ",C 7. all excavation costs will be included in Contractors bid proposaL t"Aw" � 8. grading around new construction shall slope away and blend into existing. WITHIN 24 HOURS OF' PLACING 'THE SLAB. 2 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS SHALL BE AS FOLLOWS: (2) PLATES AND BLOCKING TO BE AT LEAST THE SAME WIDTH AS RELATED STUDS if determined by contractor to require upgrading, will 1 maximum slope of all regraded areas shall be 1:3 as per the town of TSLIP 5 PROVIDE 2-#5 BARS OVER AND 2--#4 EACH SIDE OF ALL OPENING IN WALLS. BARS FOLLOWS: be upgraded to meet the demands of this addition, li . planning dept. Fb = 2850 PSI Fv — 285 PSI Vi I TO BE 1 1/2- CLEAR OF AND EXTEND 12 INCHES PAST OPENING. Fc = 1600 PSI E = 2,000,000 PSI (3) FRAMING TO COORDINATE WITH THE WORK OF OTHER TRADES, Seperate plans and specifications will be submitted by LIJ A , the general contractor for this purpose. l`_ ',,��', ,��, 6 CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHAH HAVE A MAXIMUM WATER Fc! = 750 PSI (4) PROVIDE SOLID BEARING FOR ALL WIDTH OF FRAMING MEMBERSL 0 'rLl. ��L,,��� &� AV2QML�K TO CEMENT RATIO OF O�45, 2. Pool and pool enclosure to be submitted under . ,-'r 1. Exterior doors shall be 1' insulated aluminum or steel raised panel, magnetically Z "J,_- , :,1, �� , � weather--stripped, including an aluminum saddle or as selected by owner, 7 PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: (5) UNLESS N01-ED OTHERWISE PROVIDE DOUBLE HEADER AND TRIMMERS AROUND ALL OPENINGS IN seperate permit by pool contractor if homeowner I I��," _J k�'' I SIZE TO MATCH ADJACENT FRAMING. decided to install such. 1`111 " -", 2, Where existing walls are to be removed or new openings are called for in CAST AGAINST SOIL 3' 1 < I- "I existing walls, prior to removal of existing walls, ceiling beams, roof rafters, etc,, EXPOSED TO WEATHER (FORMED) 1 1/2- 1 1 � I'll 'P", G, SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS; NAIL WITH 8D Of I 11 1. "i �Q LiJ ��11 ill .� I contractor shall brace existing until new header as specified is installed. I NOT EXPOSED TO WEATHER COMMON NAILS 6" O.C, ALONG SUPPORTED EDGES AND 10' O.C. AT INTERMEDIATE SUPPORTS; BREAK -.1 Z 'I,', �71?� 3� All new windows and sliding glass doors shall be as manufactured by Anderson JOINT'-; IN ADJACENT COURSES; LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR ,vo" � & ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR E-- LLJ I " I�14 , 41, - 1,� or equal and shall be provided with double glazed insulating glass, extension jambs PLACEMENT OF CONCRETE AS SET BY THE A.C,I. SLIGHTLY BELOW SURFACE, TYPICAL UNDERLAYMENT TO BE J" PLYWOOD LAID IN SUCH MANNER TO I �_ 0 1�li� I'll, I i ., ,'11, and fiberglass screening. interior finish as per owners "instructions, AVOID ALIGNING JOINTS NTH SUBFILOOR AND SIMILARLY INSTALLED. -� ­ I �_�I - ��, 4. Anderson windows have a 15% return charge on standard windows (in stock) 9, ALL CONCRETE. OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 "I'll . , ,,� , ,\ and will not accept returns on special orders. Contractors/owners to verify that DEGREES F. AND RISING MIN, H. ROOF SHEATHING SHALL BE LAID NTH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE %"', 1�1 _1 , window ,5izes shown on their plans are correct prior to ordering windows. Return END JOINTS OVER SUPPORTS; STAGGER JOINTSi PROVIDE METAL *H" CLIP AT JOINTS AT SIDES OR 11 11,��1 charges/no returns allowed are the responsibility of 'the contractor, 10. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. PANELS W14EN SPACING OF SUPPORTS IS GREATER THAN 16" O.C, ."_,11, "I", �r,,� :i,­ ;�� , 5. All fixed glass shall be double glazed insulating glass panels. Exact sizes to be 11� NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. ,"A' I- I I ............. - "I ,4, field determined upon completion of framing. 1. FURRING, WERE REQUIRED TO BE TRUE TO UNE, NOT OVER 16" O.C. AND FASTENED SECURELY _e_____ '�`�111 1 6, All entrance doors to hcve storm door or certified U value of .40 or less. 12. PROVIDE ALI SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. TO SUPPORTING SURFACE. I ;,�":', __ ��;, 1 7. All interior doors to be 1-3/8" solid core with appropriate ��11 13. PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN "'. ,-, hardware. (Owner is to select all doors and all hardware), ,,r' Al,r." ,�, I � 'Offiv',,`�.'f, THE FOOTING AND FOUNDATION WALL, AS NOTED ON PLANS, �­ -11 I" .AM'4i;,,,, -I--­­­ .1 I I ���-,�:, � � �M , 8. Window manufacturer as noted, Provide at least one egress window (24" clear TABLE R301 .2(l ) e if­��1,1, $1� 1'�,, N I 11`11_4 �", 1. — -1__--­ , — � '' 4 ; , 1 14, PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN, � ,1,I�"I- (�i 11 ?Ll� ,1, height opening and 20" clear width opening min. 5.7 sq� ft. (or 5 sq. ft, on grade " CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I I 1� I 't� ,%'­ �, , . :o� ,, "s", - , �'':, . - - , � , . _ � - level with sill within 4.4" to grade. , � J"e, " , �.�71­, 'r" �:,, , � �, ­_ -1 �,...� . _ , I �, ­__________ --.--- ________ ______ __ ---,-.--___ , I—- I I. � _jw,e"v-v--._ "-----I __ 7. 1 1 " 9. Glass in sidelites, showers, sliding glass doors (or equal) and in interior 15. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. I " ,j'!�' "I -�­'N,% I � "ff - _'7. � . - ' �_ �', �, -� " — " 11 �Ili DRAWINGS. ,�:, ,-,,,. SNOW DESIG UNDERILAYMENT FREEZING ANNUA � P e,�1;1­ I "I'll, I SEISI MEAN ;, k' ; P ' 11 ,,, - I"- � il�T I I ""' partitions 18 or less above the floor and as per Section R308.4 (Hazardous I '� "'/: -'1�1 �\ _ - 16. PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE GROUND - 11 WlND DESIGN �NIC 1__ SUBJECT TO DAMAG� FROM WINTER ICE SHIELD FLOOD AIR ,�,. ., I �., I I I I DESIGN L� �� � I 11 ;, � , 11 � � I I WEATHERING FROST LINE TERMITE , I i;,� Locations) shall be tempered safety glass with marking lobels as per Section I 'I I �l;, , , � , �1� "1, � �, 1, I I � - SFEED .t�, � � �''.r_. , " -14 -1 . , TOPOGRAHIC SPECIAL WIND WIND-BORNE � \1 �'"' 11,�,�,,'� ":�, 'A"I'l- ­.,'�9­,,,,'1K.1 . I I � I - , - . I I .V, 4 , I ­ I �, I 11, ,16� ­,�­':�ra,,,'�'�,'�,,,,',,,��,,�.�',,�,,,,i���,,'�,:c��,,,��",��'1141:1 I 1. � . 1 308.1 �11--I",� ,`,,,,�,�`�?,�.,�, 16 �,,,�'n,��� ,�,� 1, ,i .��'�^,,' ­;:, ­�, �,�11 �11 I LOAD CATEGORY DEPTH TEMP. REQUIRED INDEX TEMP "" � ­ ­­ I ­,,,,, f,��, I—, 1.­ I � - I I I I � I'll 17-1 -�­,�,�,�S,�;,, , ,� :,��: ���-� ,�;",�,',�%,- ,,��;, ��i,"I , �,, -',­,­�_j��­�-, '- , I I __ __ _.— - 11 �117"I -� - -,;"g" 1"'O ,�''I'�ll.,,YF,�1211,1���'�'�,,,j�,���,,�-�,-"�-,�,,�,I 1­11;�, � f� , - -,�,'� ,, �1,1,,,,� , - , I � I .1 I ", " ,�'_", ,� - , — (MPH) EFFECTS I REGION DEBRIS ZONE I I 1i 11 1 , ��,A 1114`1:�141�,� 11 ,:, , "i " ,, I i,1�, rll,� ,�',��- I I 11 �,� � +, ", 2-1 � � 'A I�" ' ' , ,­ I , , , ,"� `�,,'-��,,;�­Z­_ ',��' I �' ',',"';,',"I "N"I"'I""""'114% � � ,�� I 11: , " ��:��_ , , I I— : I", " .� , :_, " -, 1 1 i 10. exterior glass panels, windows and door's should be in sound Condit on, �,,�t­'','­',', ''�; ,,, � ,� - � 111?',�`�', _��'11 I",, -�,,-,��&'r',',"V`14��1- ��`�I�11 11� ," , I , "-r 1� 1-11 11 I I I-. ,% ­,,�Y � ,,'", ,�',,,11 1,�,',,_�". 1,I �I I , ��) , . 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RAFTER I I - ` , � ,� ` , I• `` � ' qtly '' ,I 1, ° A j'TIC SPACE {�IV, I y "."I _ 1 I BASE'ATE , - i' NIP, SEE 11/S-0.0 ' HEADER `�- - \ • FOR STRAPPING AT ��"'"^ FASICA BOARD R I D GE VED TA l � HIPS AND RIDGES DOUBLE TOP' ' � ' PLATE �--- -- -- a ;_ .," - SCALE: N.r.s. I I`� ; , .', WALL, STUDS 016' Q C 11 T " 1 „ P �- ' METAL CAP FLASHfNG q3 11 ' ��'��.iM21a21 ��r F , „` ` „ 0 PIPE MIN, 2n , ! , `.� � ,,4-, I ` f � 5� - (a,b,c,d) ' - , , ` , ; M QQ „ t INSIDE PIPE SOLDER' i � >_ �.. . - /T # I , �-�. L��LOVERHANG, :T I t METRLAPSEA Aub EX rI RfQR } � . � 1, BLOCKING BETWEEN JOISTS,OR RAFTERS TO TOP PLATE `THREE 6D COMMON. OE'N L , t� .V_-, L S ` CEILING JOISTS 'r0 PAT iFIREE 80'COMMON.MOPI, " TOE N IL FLASHING SLEEVE ! 2. CE LI G TOP rL E f A SCALE. N.T.S. I I(a 3, CEILING JOISTS (NOT ATTCHED TO RAFTER), THREE'160 'CQMMON , x , -� FACE NAIL, ° SEALENT 0 ROQF & 1 - 8 71- LAPS OVER PARTITIONS - , PIPE PENETRATION �} 4 4. CEILING JOIST TO PARALLEL RAFTERS F'LAPS ;TABLE FtSU2.5.1(9) FACE NAIL ' `� 3Q0# ASPHALT,SHINGLES - , SECURE SHEATHING AT ROOFS ' 5. COLLAR TIE TO RAFTERS MREE`10q EACH FACE MAIL �� SIDING VAPOR BARRIER ��`" T m �" " LAP AND NAIL WALL SHEATHING, W/'8D DEF©RMED NAILS 6 U/C AT 6, RAFTER QR It00F TRUSS TO PLATE' ` - THREE 16D COMMON, 2 ON SIDE` 1 I ON, h!E ` TOE'NAIL , , _w ; --' iv3 l i} i TO DOUBLE`TOP PLATE, 7. ROOF RAFTERS TO RIDGE, VALLEY OR MIP, THREE,1©I COMMON. TOE NAIL ` Y EXTERIOR ,SHEATHING EXTERIOR PLYWOOC? r' .,._.. „ , EDGE5 AND INTERIOR SUPPORTS' `� I , SEE" DETAIL 7/S--0.0 " , , j, RAFTERS , - ` f' i FLOOR` JOIST ' SHEA:fHING ? r CSJ '� � - rWQ'161), COMMON. END NAIL n I ,'WOOD JOISTS , I - � - ,',I SECURE SHEATHING\ / - / I I I 11 ' AT ROOF ` ; 8, STUD To STUD {N0 AT BWP) 16D COMMON AT 24'O.C. FACE NAIL (SEf� PLAN FOR SIZE) t L ,, OVERHANGS W/ 8D DEFQRMED,',i 9. STUD TO STUD,(AT•BRACED WALL PANEL) 16D COMMOWAT 16"O,C. ' ;'FACE NAIL I' � WOOD SILL „ , - 0 I \ \ - MAILS ® 4" 0/C 'AT EbGES`AND, 10.,BUILT UP HEADER, TWO,PIECE5 160 COMMON AT 16"O.C. ALONG,'EACH"EDGE FADE NAIL ' , i � � - INTERIOR SUPPORTS', 11. CONTINU0U5 HEADER TO STUD FOUR 8D, COMMON, ,' TOE NAIL , I ' '', " ; C A UVL "��'P A G WOOD BRID(aING I ! \ { 12. TOP PLATES TO TOP PLATE , - 16D 4UMMON 16"O/C77 FACE NAIL, I`l I ., • .4' I 13, DOUBLE TOP PLATES'SPLICE , 11 - 8-16D C(3h[,M (24' MJN`LAP SPICE EACH 51OE"OF JOfNT) FACE`NAIL .. �•',•' -_ -,AIR FLOW ' �-y �j u '-! � I 1. ' ' 14. BOTTOM PLATE T0'JOIST'OR BLOCKING (NOT AT Bt°fP)' 18D AT 16'Q.G. ` ':. FACE'NAIL ,•• `;�� PIPE- T i 1 l - H R O O t D E T A I � 1 , 15. BOTTOM PLATE TO JOfST OR BLOCKING (AT,BWR) 2.160 AT ,16"O.C.. �� FACE'NAIL `� '! , � ` + '' -< - . ` , ' ` :" I SCA!E: N.T.S. --- 16. TOP OR,60TTOM PLA rE TU STUD r�N0,16D CUId¢A47N; END NAIL Y.. - PROVIDE WALL STUD STRAPPING , ,' FOUR 8D 'C.OMMON. , , " ` • TOE NAIL r, ` ,4, , .y ' � A. ,��' , '� . � , CORNERS AND 2,-8", O/C AT SECOND 17. T0P PLA'Ti S, LAPS A'T CORNERS �INTERSECTION r 2--16D'COMMON FACE NAIL ,. • .9 `, • *` °,.� 1. ; FLOOR, SEE DETAIL 4/A7 - - ' ' TOE NAZI - I . .' y P a t;Qi�f GRI;TIwk 1 I " 21. J015T,`TQ SILL, TOP PLATE, OR GIRDER THREE 8D COMMON, • ,: � ,A 4 . , ; 22. RIM JOIST-OR BLtlCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/G ' TOE NAIL • LOUVER ,TYPE, IVII=TAL \t� v . I .4 -r' FOUN4 ATION I I SECURE HALL SHEATHING WITHIN 6 FEET ' 'j FOUNDATION 'VENT' AIR F`LQW ;� � s n n - ;,��' N. WALL' , -�---'- ALLOW FQR AIRWAY ' i OF CORNERS W/.8D NAILS ® 6 O/C AT 27:'BUILT UP GIRDERS AND BEAMS (2X LUMBER) XOQ COMMON.:AT 32 Q.G.' T#ci STAGGEREp '. FACE NAIL AT EACH LAYER, t .i,. ' ,y * , I ' EDGES AND INTERIOR SUPPORTS 28.,2X LEDGER. THREE 160 COMMON:AT EACif JO15T OR` RAFTJZ FACE NAIL ' (SOLE VES IS SUPPL�IEI „ - (" ABOVE INSULATION WITH ,'CLOSING IAMPENER , , BLANKET ' , SECURE WALL 51IEATHING 31, W00D STRUCTURAL PANELS: FID COMMON (WALL} : , , f'.`,a/a at.edges aril - }'; , � r , I SUBFLOOR, ROOF, AND WALL SHEATHING• 8D COMMQN,(R.QQF), . - 12"o/c at Interior ` , w '� ', I ROOF SHEATHING , W/ 8CI NAILS C '6" 0/C AT EDGES AND TO FRAMING °` ,,1, ' ' , ' ' ,,'` i D'COMMQh1 (SUBFL 00R) `s, pP ( ) ' q DOUBLE TQP PLATE ROOF RAFTER TAIL ` ,,I 12" O/C AT INTERIOR SUPPORTS, u orfs see'nate'f , �'�° BLACK UNSUPPORTED EDGEa a` C�A v v LS :�L i v u A I , _ MQLpING . , � a. All nails are smooth"cornmon, box`or'defarmr o shanks,except,where�oEherwls6 Stated. Nails used for framing,' - r - ' ` 1- I i" �, ` and sheathing conn"coons shop have minimum, a4erage�ben'44'yield,stteogths as follows: BUi ksi for shank ,_n I r SCALE: N.T�S: � LOOKOUT LEDGER /� 4 diameter ,of 0.192 (20d cornmo'n nail), 9G ksi.for,shorn diameters' larger:than'0.142 byt'rtnt (wryer than 0.171 p` . , I I' and 100 ksl,for shank diameters'af 0.142 ;ar`'Iess, , SEE,FRAMING PLANSr �� d, 4 frza I 8 fogt 'ar 4 foot'b 9, faQt anol ghai[ be a Ifdc# t ertiagii t " - FINISH FASCIA [ ILAP AND NAIL WALE. SHEATHING 'TO RIM JOIST �� � Y p P'p � Yu„ , FOR LOCATIONS OF .8, I' ' f. Intermediate suppvts.Aull be spaced 6`Inches on center,•for a rnWmUrn of',48 inch'Alstgnce'frorn ridges, eaves z ! `l HOLDOWN5 REQUIRED 7 SEE WALL DETAILS ON SHEET A7 and gable $rid-walis'and 4 inches"cin ''en t' gable end' vrali'frarning.;" i' �,' EACH WIf�T04W 'TO , I ,` , I , - , I" „ , Ski! TH�T I- � RECEIVE (1) _i/16" 'THICK ' , WALL SHEATHING , , v) ,I ! 5 _ - I = _ MA 's - ` li1. ��` . X SIZE QF 4"JINDOW FRIEZE BOARD : , FACIA,BACKER '. SHEATHING" NAILING IS©Mf TRIG - 3 - '° P'L,�Is, �" EA.:,SIDE c0X - -- , F= -:PLYWOOD „ SIDIN11 �G LOOKOUT` f`!TS A -- Y 7a yF,', , ,, n SOFFIT PANEL ! _ - , .,ca- ...., 4rf r t' LL . _ rY,` ',v� - ,2 X ,JJVDJ` r„ ";,i I (, f'FiOVIDcF3 , # I ' , - ' ' -' ' ' ' � - _�, , , ,t ; _ SCE S ' Imo- , ;, t� R- W „ r' " CONTINUOUS. SLOT I _ I . 1 , , , , ` , - / J6 ' q ,6 12 O.C. , • I' SOFFIT.VENT [ - EXTENDED STRAP AND,WALL SHEATHING `TO - , ' r ft', ' M) AROUND - - ` n , , ' -' CONTINUOUS SLOT'SO IT'_VEN'CS • ,1, 'SCREEN VENT STAPLE TO RAFTERS V-1 g I NOTE: TOP,.OF PONY,WALL`IF ,USED-..- ' ; , , ' , - �_ PERIMEr-R, OF - I , , ' . 2 FT MAXt PONT" WALL MAY t E - ,, i •WINDbw _ ,, SPRAY'11 IPAINT BLACK �, 'U V) c , , PLACED nr;i ; oP, of HEA �f �, � ,i T `d/ N T ( T'A I C ] _- . . , _ _. _. _ I - _ , _ __ , i r , - �P$ ('" m� -',:,y i• - I_ . 1.371 :__ -� ,= _ i " I , ' I SCALE: N.T.S. 3 1 2n WIDE LVL f 1EADER 5EE'PLANI'll ``` ' °' . ( ) -1"AN L IrDGfK � ' ' ' I�HURRICANE SHUTTER• 'DETAIL „ ' i` `CONTOUOUS TO OUTSIDE OF PANEL , ` " 9_ . _ _I -_� _ , , r , " t, - I , { L__ - , ���� _-__ r` ` rt 1, SCALE; 1/ 1 E) (TYPICAI AT ALL, WINDQwS) SCALE N,T.Sv " ; , , _- ,, ` , 1/1 w , = .' . ,,, I T I__ ` CONTfNUOUS 11Y"' MIN DEEP HEADER I.5 , ' „ - ,,, „ • ; . I - I 11TO' OUTSIDE KING,5TUD (SEE PLAN} �* 1 , ' 'AL,; t ., '` Upp'�r top ,plate"laps - ___- , ` _ . = FASTEN SHEATFIITNG TO HEADER W/,I 'r ` , ' ' corltinuobs lovrer ,top I - _= {{ i 8D NAILS 0 YO/C IN EACH DIRECTION � , ,` , „ .� '` .. �� piste. - 1 M _. STM SON LSTA24 STRAP ON BOTH SIDES OF HEADER I', - ` ' `'�� �' I ' , -11 I I . -I � _F:_4_' - .- - A "T -1 f f' - TO C UD W 16 D J NA 5- K L TRfM Tt�P OF PANEL AS Rc.Q D r ,, . . , . -1 , DS, C WS r �` FASTEN 'TOP PLATE TO HEADER W/' 2;ROWS - r , „� i , tOTCf1iNG ` 6 f S S RE OF 16d NAILS ? 3"0 f C ' rj PORTAL STRAP'S,1/2" FROM EDGE ON _. ' 11 I .„ -" . , ; I " ;`' ""'� ,, �- � ' L/ PROHiI31TED 1. I L/3T . , , - I - , - I I IBOTH SIDES"(4 STRAPS PER PANEL) , 3 ° , PANEL SFIALL HAVE A LENGTH L -OF NOT y ',,*� I , - 'LES$ TPIAN 16" FOR 8 FT WALL,',18' FOR 9 "' ,,: �' i ; '^ 1,`- r " 'Z) IFT WALL, AND 20" FORA 1Q FT WALT' SSE ` 11 i 0 0 r � 0 I � �``� C� � �'�1 I n (9 A`t Con ter Span sI �- I - PLAN FOR ACTUAL LENGTH ' ,/ {' , tt - - ,0 ! SIMPSON SWS 2X7 STRUNG-WALL SS r'' 11 1 t 'C L C) -t t.I d . Cl.I I' l ( I�1 I'll ' C `C t T I�I D G E i I t ' PANEL, VERIFY PANEL 1S PLUMB i � � I , •ell , AS per I� �f Rei. ode SE?ction ���}�.,� , r� (2) JACK STUDS MIN. OR PEfi T'k AN ;,,, >, r, „ , NTE: DETAIL APPLIES 1 Q BOTH o - - `-�z, ~.,.- ("` _ ;�.,. � , ,i ,;'',' ,- I'`' L • ENDS OF HEADER II r /I � „ '- � , ' ' ! / -, I' „ x I B!OCKfNG'AT PANEL EDGES __...' .r1 I ,tL,,a" „ I ,EXISTING NEW ' T_ I- I s,: 'Irf - TOP`OF FOUDATION -----.. ,�� I 11 a U) • � I : ONE JACK AND. KING STUDS `f, `1 +, , �,-�'`-.-._-�,_- :