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Home My WebLink About43948-Z Town of Southold 6/27/2020 0 P.O.Box 1179 S 53095 Main Rd �,pjol S� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41215 Date: 6/27/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 295 Central Dr., Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-3-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/27/2016 pursuant to which Building Permit No. 43948 dated 7/10/2019 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 unfinsihed basement and covered porch as applied for per ZBA#7160 dated 6/17/2018. The certificate is issued to Tou Patera Mou LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0117 5/7/2020 ELECTRICAL CERTIFICATE NO. 43938 9/27/2019 PLUMBERS CERTIFICATION DATED 9/19/2019 ck Moshour' r u h Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 43948 Date: 7/10/2019 Permission is hereby granted to: Tou Patera Mou LLC 295 Central Dr Mattituck, NY 11952 To: Construct additions and alterations to existing single-family dwelling as applied for. Stop Work order lifted on 7/17/2018213A 7160 dated 5/17/2018. Replaces BP#41768. At premises located at: 295 Central Dr., Mattituck SCTM #473889 Sec/Block/Lot# 106.-3-20 Pursuant to application dated 7/10/2019 and approved by the Building Inspector. To expire on 1/8/2021. Fees: PERMIT RENEWAL $497.40 Total: $497.40 Building Inspector �gvFFO(,Y TOWN OF SOUTHOLD BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41768 Date: 6/28/2017 Permission is hereby granted to: Moshouris, Nick 5108 Browvale Ln Little Neck, NY 11050 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 295 Central Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-3-20 Pursuant to application dated 12/27/2016 and approved by the Building Inspector. To expire on 12/28/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $994.80 CO -ADDITION TO DWELLING $50.00 Total: $1,044.80 2D Buil ' ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. Dal, a J J, 201 (p New Construction: Old or Pre-existing Building: h� (check one) Location of Property: Z�/41——A42, /P14///Tj16K_ House No. Street "l Hamlet Owner or Owners of Property: LSuffolk County Tax Map No 1000, Section D& Block 3 Lot 0 Subdivision i� Filed Map. Lot: Permit No. J Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: check one) Fee Submitted: $ �o Applicant Signature OF SO!/j�®! Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • COQ sean.devlin(a)-town.Southold.ny.us IyCOUM,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Tou Patera Mou LLC Address: 295 Central Dr city.Mattituck st: NY zip: 11952 Building Permit#. 43948 Section- 106 Block: 3 Lot. 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: 5th Generation Electric License No. 58846-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 34 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 9 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 32 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment. Hood, Fridge, DW, 20' Track Lights, 5- Fans, 2- Bath Exhaust Fans Notes: Inspector Signature: Date: September 27, 2019 S.Devlin-Cert Electrical Compliance Form.xls tgfS100ip� . Town HaII Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ' Southold,NY 11971-0959 Q '� 'COU ,' ,� J CE BUILDING DEPARTMENT �.. TO OFSOUT L JUN 2 6 2020 CEIBTIEIOATIO-N Date: .Building Permit No. Owner: (P a prin Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. W/ (Plumbers Signature) Sworn to before me this day of � Pt�u��e� , 20 1 ROBERT F MARKS i NOTARY PUBLIC-STATE OF NEW YORK ilk No.01 MA6364702 Qualified in Suffolk County MY Commission Expires 09-18-2021 Notary Public, o" n L. •C:aunty' ��y00UNiV,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICALLlwi4z GH) [ ] ELECTRICAL (FINAL) REMARKS: Sl14 c S, oyftl womew'. Ach* kvL- AV DATE ANSPECTOR v ��OF SOUryo �'�OOUNTI 0� TOWN OF SOUTHOLD BUILDING DEPT® 7651802 INSPECTION [ � OUNDATION 1 ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL L ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l �✓ P/ O hn b l Y ►� i s ;r� ��v►e � l96a, �i k ookvv iv eNftAR1oj4-..-- kov-fl DATE D `� INSPECTOR �pE SOUry �o� olo TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: VA ( K-) (0 n( *w� vlwm4ml to 62 6m A:. .% � y h A ( Lm ~~ DATE INSPECTOR q��q _r 110 OF 50UlyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING -[ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �j*A ,D l/ W o44 vo 11-AS I DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMI G /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Nqu DATE INSPECTOR �o�aOE 50Ulyolo } # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPEC 10 [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECT_ N [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATI N [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: CA fmtJt1& L DATE 11 jjq INSPECTOR �41 lwk # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPEC 7UGH N [ ] FOUNDATION 1ST [ BG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [v CAULKING REMARKS: �) l/ I Qi �i Q� 4&kovL �(& to Cli(IM-7 EVf Dh r,uj1mmtAL DATE L Y INSPECTOR OF SOUIyo� f # TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 765-1802 INSPECTI-ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 1 [ ] 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�Z,�y 597 + _ tlL .a (5m sq, wVIA �!'t1• PA ' r sqs- ceo-��ra pr- o�apE SOUTyo 1 l `J ti 6 * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) �V [ ] CODE VIOLATION ] CAULKING REMARKS: DATE 2,711 INSPECTOR t a0E SOUL � y0 h� l0 # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPECTION [ ] .FOUNDATION 1ST [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING lvf FINAL [ ] FIREPLACE & CHIMNEY [ . ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 • eg DATE INSPECTOR � �. �. . �tom: �� :h_ .� � � � ' . � , f r - - .� � � "� � � ..-- 1---`�- , r a ,; r .� � ; 1,., / �t s oor k L 1� IL J 1 1 i V 04 All" -. ..^ ' _ ,,. - ;e�`*�y:gals� :'►,�� / `'t 11 / 27 / 2017 16 . 21 _r I If 0 4 ' 1 I / r 1 ' if OIL op ir& ir `YT 11 / 27 / 2017 16 ' 22 o. 'may ! Y A:� '1 •1� WAK r� ' ill► � p - 1 - f I iANy i T Z2017 16 * 22 IJ ^ T s =s -t ♦r ..r s, _ .lig i F • 1 40 �rW 9Vowt ^44 A ILp op f - 11 / 27 / 2017 1.6 : 21 From: N Moshouris nickvangogh@yahoo.com Subject: [EXTERNAL]Relief valve extension . Date: Jun 25, 2020 at 1034:40 AM vu To: Irene Moshouris imoshour@ur.corn 295 Central Drive Matittuck BY-IT naTYIG DEPT. 1 w- rdlwl -R Sent from my Phone m� GLASS CORP. 9/19/19 This letter is to certify that Vitro Glass Corp.fabricated and installed tempered glass at the location, and to the purchaser listed below: Customer Name: Van Gogh Contracting Customer Address 39-08 24th Street, Suite 1 Long Island City, NY 11101 Job Address: 295 Central Dr - Mattituck NY 11952 1 ,� � '' V LIE-, Date: 8/18/19 JUN, ? 5 ?_020 Product: 1/2" Clear Tempered glass =hT FLOAT GLASS PRODUCTS Vitro Glass Corp glass products meet or exceed the requirements of: ASTM C1036 Standard Specification for Flat Glass (Quality Level 03) MIRROR PRODUCTS Vitro Glass Corp mirror products meet or exceed the requirements of: • ASTM C1503 Standard Specification for Silvered Flat Glass Mirror. TEMPERED AND (HEAT STRENGTHENED PRODUCTS Vitro Glass Corp tempered and heat strengthened products comply with: • ANSI Z97.1 American National Standard for Safety Glazing Materials Used In Buildings, Class A • CPSC 16 CFR 1201 Safety Standard for Architectural Glazing Materials, Category 11. • CAN/CGSB 12.1 National Standards of Canada • ASTM C1048 Standard Specification for Heat Treated Flat Glass LAMINATED GLASS PRODUCTS Laminated Glass Products with a minimum .030" interlayer comply with requirements of: a 30-94 3151 Street,Astoria NY 11102 Tel. 718-726-2690 1 Fax 718-726-2698 vitroglasscorp@gmail.com r `-' R .f GLASS CORP. • ANSI 297.1 American National Standard for Safety Glazing Materials used in Buildings, Class A 16 • CFR 1201 Safety Standard for Architectural Glazing Materials, Category II. Laminated Glass Products with a minimum .015" interlayer comply with requirements of: • ANSI 297.1 American National Standard for Safety Glazing Materials used in Buildings, Class B 16 • CRF 1201 Safety Standard for Architectural Glazing Materials, Category 1. All laminated Glass Products will meet or exceed the requirements of: ® ASTM C1172 Standard Specification for Laminated Architectural Flat Glass If there any questions in regards to this letter or any additional information required, feel free to contact the undersigned.Thank you Regards, ®emitri Tsortanidis, President Vitro Glass Corp. N a a 30-94 31S'Street,Astoria NY 11102 Tel.718-726-2690 Fax 718-726-2698 vitroglasscorp@gmail.com I ® CERTIFIED o Certificate ofProduct AHRI Certified Reference Number: 10522159 Date:10-04-2019 Model Status:Production Stopped AHRI Type:RCU-A-CB Series:LEGACY LINE AC Outdoor Unit Brand Name:BRYANT HEATING AND COOLING SYSTEMS Outdoor Unit Model Number (Condenser or Single Package):113ANA048BN**J Indoor Unit Model Number(Evaporator and/or Air Handier):CNPH*4821AL* Furnace Model Number:925*A60100E21*** -- -- Region: North(AK,CO,CT,ID,IL,IA,IN,KS,MA,ME,MI,MN,MO,MT,ND,NE,NH,NJ,NY,OH,OR,PA,RI,SD,UT,VT, WA,WV,WI,WY,U.S.Territories) Region Note: Central air conditioners manufactured prior to January 1,2015 are eligible to be installed in all regions until June 30,2016.Beginning July 1,2016 central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. The manufacturer of this BRYANT HEATING AND COOLING SYSTEMS,product is responsible,for the rating of this system'combination. Rated a0ollows'in accordance with-the latest edition of ANSI/AHRI 210/240 with Addenda 1-and,2i Performance-Rating-of Unitary,° 1 Air-Conditioning.&Air-Source-Heat Pump;_Equipment pand•sub)ect to rating accuracy by AHRI-spon'ored,-in{dp4 ndent,jthird party testing:i Cooling Capac_ity_(A2)-Single or High Stage_(95F)ttiA _44500 j_K\\ P i +_ SEER 13:00 ;%",j 1 �: �� vIj EER(A2)-Single or High Stage(95F) :11.00 r t"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being marketed but are not yet being produced"Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re rate The new published rating is shown along with the previous(i.e.WAS)rating. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's Individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.abridirectory.org,click on"Verify Certificate"link we make life better' and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which Is listed above,and the Certificate No.,which is listed at bottom right. 132146887558868566 ©2019Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: f . f Peter Altenreither BPI Energy Assessments 226 Smithtown Blvd, Unit 111 DOE Home Energy Scoring Nesconset, NY 11767-2427 !.' Manual J/D/S iRESDENTIAL HERS Ratings Tel:631.384.8498 di{ ;;; ate ENERGY Blower Door Testing g Fax:631-979-0824 �Q PROFESSIONALS Duct Blaster Testing Email: Peter.iREAP@gmail.com 9, ,_- , ANSI Level I Thermography Blower Door Test Certificate Permit#: Address: 295 Central Dr City: Mattituck State: NY Zip: 11952 Conditioned Floor Area (ft2): 2752 CFA Volume(ft3): 29.792 CFM50 @ 3 ACH = 4904beerformed lume/60) Test Result: 1,412 CFM @ 50 Pa AC = 2.85M"60N) 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as having an air I kage r /enolex ir changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 Pascals).Testiat any time after creation of all penetrations of the building thermal envelope.During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other r� infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but Yled_lbjQd n 6re e control measures. I ' I ' 3.Interior doors,if installed at the time of the test,shall be open. LM f 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed, JUN 6 2020 y 5.Heating and cooling system(s)shall be turned off; 6.Heating and cooling systems,if installed at the time of the test,shall be fully open. R Dg. g+ certify that the above building leakage rates are accurate at the time of testing determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: independent Residential Energy Assessment Professionals, LLC Company Address:226 Smithtown Blvd, Unit 111 Nesconset, NY 11767-2427 Technician: Peter Altenreither BPI I D#: 5011324 RESNET ID#(RFIN):XSAGNQ Date: Technician Signature. �� /��/ / / r Peter Altenreither BPI Energy Assessments 226 Smithtown Blvd, Unit 111 DOE Home Energy Scoring Nesconset, NY 11767-2427 j INDEPENDENT Manual J/D/S RESIDENTIAL HERS Ratings ' y r ENERGY Tel:631.384.8498 e® :," dd ASSESSMENT Blower Door Testing pA � PROFESSIONALS Fax: 631-979-0824 Duct Blaster Testing Email: Peter.iREAP@gmail.com ® ANSI Level I Thermography Duct Leakage Certificate Permit#: House Address:295 Central Dr City: Mattituck State: NY Zip: 11952 Location: Attic Conditioned Floor Area (ft2): 2.752 Duct tightness testing is not required for this system as the air handler(s) and all ducts are located within the conditioned space Check Test Method: ;ry11 Post-construction test/Total Leakage w ti' Rough-in test/Total leakage 2017 ECCC Maximum duct leakage: Total duct leakage: (floor area x.04)=CFM @ 25 Pa 110 Test Result: 98 CFM @ 25 Pa House r ° PASS C PAIL Company Name: independent Residential Energy Assessment Professionals, LLC Company Address:226 Smithtown Blvd, Unit 111 Nesconset, NY 11767-2427 1 certify that the above duct leakage rates are accurate at time of testing and determined using standard RESNET duct testing protocol. Technician: Peter Altenreither BPI#:5011324 RESNET ID#(RFIN):XSAGNQ r Technician Signature: Cr i '" Date: fi � t •i 0. • . .• w , d � �� ..r. , lz MA MIMI Al STATE ENE-RdY • . .,_ MA- AlaftwN i MMUMOV AAM rARAM AU IMP rum A Mw 11 � � Y W, _ I l i AMNMIS LIMM(l MA n r n -,JTHOLD BUILDING PERMIT APPLICATION CHECKLIST G DEPARTMENT Do you have or need the following,before applying? N HALL �� -$oard of Health N/A oOUTHOLD,NV 11971 '—1 sets of Building Plans YES TEL: (631) 765-1802 Planning Board approval N/A FAX: (631) 765-9502 -,Survey YES SoutholdTown.NorthFork.net PERMIT NO. 41 -76 9Check YES Septic Form N/A N.Y.S.D.E.C. N/A Trustees N/A --C.O.Application N/A Flood Permit N/A Examined 20a M Single&SeparateN/A D D C 'Storm-Water Assessment Form-N/A Contact: Approved ,20_a DEC 2 7 2016 Mail to:NICK MOSHOURIS 51-08 BROWVALE LANE Disapproved a/c LITTLE NECK, NY 11362 BUILDING DEPT. Phone: 646-739-3684 TOWN OF OLD Expiration ,20 Bui ' Spector APPLICATION FOR BUILDING PERMIT Date AUGUST 22 , 2016 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 code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) T (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises NICK MOSHOURIS (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (Name and title of corporate officer) Builders License No. TBD Plumbers License No. TBD Electricians License No.TBD Other Trade's License No. TBD 1. Location of land on which proposed work will be done: 295 CENTRAL DRIVE MATTITUCK House Number Street Hamlet County Tax Map No. 1000 Section 106 Block 03 Lot 20 �ision CAPTIAN KIDD ESTATES Filed Map No. 1672 Lot 157 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable): New Building Addition X Alteration X Repair Removal Demolition Other Work 4. Estimated Cost $410,000 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 36'-5" Rear 36'-5" Depth 29'-9" Height 17'-3" Number of Stories 1 Dimensions of same structure with alterations or additions: Front 61'-2" Rear 61'-2" 'D'epth 58'-9" Height 21'-2" Number of Stories 1 8. Dimensions of entire new construction: Front --- Rear --- Depth --- Height --- Number of Stories --- 9. Size of lot: Front 90' Rear 90' Depth 120' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning lawn, ordinance or regulation? YES NO,-%t 13. Will lot be re-graded? YES NO.-V` Will excess till be removed from premises? YES 1"' NO 51-08 BROWVALE LANE 14.Names of Owner of premises NICK MOSHOURIS Address LITTLE NECK, NY 11362 Phone No. 646-739-3684 Name of Architect Address _Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO.1_ '� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 13E REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO <✓' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO,,/' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK t ), n V f CV)O(O 5 OShOUR l S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the n_p (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge belief; and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to before me this NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY a,-l+h day of bey- 201(p_ COMMISSION EXPIRES JUNE 30,2. Notary Public ignature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 19, 2017 TO: Nick Moshouris 51-08 Browvale Lane Little Neck,NY 11362 Please take notice that your application dated December 27, 2016 (in conjunction with BP# 41768): For permit to legalize"as built" demolition of existing single-family dwelling at: Location of property: 295 Central Drive, Mattituck,NY County Tax Map No. 1000 - Section 106 Block 3 Lot 20 Is returned herewith and disapproved on the following grounds: The "as built" demolition, on this nonconforming 10,800 sq. ft. lot in the Residential R- 40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet. The site plan notes a front yard setback of 26.6 feet. (Note: BP#41768 was issued on 6/28/17 for additions and alterations to existing single- family dwelling. A stop work order has been issued for an"as built" demolition of the existing dwelling.) All Authorizedat Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson Zf SOUIy� 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes c Town Annex/First Floor,Capital One Bank Gerard P.Goehringer • �Q-hA54375 Main Road(at Youngs Avenue) Nicholas Planamento I�C�U Southold,NY 11971 nD [FQR0V[R http://southoldtownny.gov DZONING BOARD OF APPEALS MAY 2 9 2018 TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 RECEIVED B��rcD If /©.'17 on EPT. FINDINGS,DELIBERATIONS AND DETERMINATION U'i'HOLD MEETING OF MAY 17,2018 - MAY 2 3 2018 TOWN OF SO ZBA FILE: 7160 S6bthold Town Clerk NAME OF APPLICANT: Tou Patera Mou,LLC,Nick Moshouris PROPERTY LOCATION: 295 Central Drive,Mattituck,NY SCTM#1000-106-3-20 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated February 13, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is located at 295 Central Drive, Mattituck, SCTM#1000-106- 3-20. The overall size of the property is 10,800 square feet (.248 acre). The southerly line measures 90 feet, the westerly line measures 120 feet, the northerly line measures 90 feet and runs along Central Drive and the easterly line measures 120 feet as shown on the survey dated on November 28, 2017 by Nathan Taft Corwin. LS. The "as built" demolition is on a nonconforming 10,800 square foot lot in the Residential R-40 District. BASIS OF APPLICATION: Request for Variance from Article XXIII, Section 280-124, and the Building Inspector's December 19, 2017 Notice of Disapproval based on an application for a building permit to legalize "as built" demolition and to construct additions to a single family dwelling; 1) less than the code required minimum front yard setback of 35 feet; located at 295 Central Drive,Mattituck,NY, SCTM#1000-106-3-20. RELIEF REQUESTED: The applicant requests a variance to legalize "as built" demolition and reconstruction of an existing single-family dwelling pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet. The applicant had received a building permit dated June 28, 2107 to construct additions and alteration to an existing single family dwelling, but as construction progressed, the dwelling was instead demolished due to termite infestation. Since the reconstruction will have a nonconforming front yard setback of 26.6 feet, instead of the permitted 35 feet, an area variance is required. ADDITIONAL INFORMATION: The variance is required for the demolition of the existing house which "exceeded the scope of the building permit." The foundation, floor joists and full basement with mechanicals of Page 2,May 17,2018 #7160,Moshouris SCTM No. 1000-106-3-20 the original one story house remain. When the walls were reconstructed, the Building Department issued a stop work order as the plans did not state "demolition." The proposed construction is consistent with the originally proposed plans. The applicant's representative submitted copies of variances granted to neighboring properties which lists nonconforming setback relief. Appeal #6202 approved 10/16/08 granted a front yard setback reduced from 35 feet to 27.5 feet and reduced rear yard from 35 feet to 22 feet as this house had two front yards (corner house). Appeal #2857 approved 11/13/81 approved an unenclosed deck reduced to 7 feet from 35 feet (corner house). Appeal 45101 approved 5/16/02 granted a front porch addition no closer than 21 feet from East Road, pool in side yard 30.9 feet and lot coverage. Appeal 46836 approved 4/25/15 granted relief for an "as built" addition to a two story dwelling from 35 feet to 32 feet. All of these appeals are in the same community as the subject property. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 2,2017 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance or will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed front yard setback existed prior to the demolition of the dwelling. The applicant wishes to replace the demolished dwelling in place and in kind. Non- conforming front yard setbacks are characteristic in the subject neighborhood 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The house had existed on the property with the nonconforming front yard setback, but had to be demolished because of its poor condition.The existing foundation has been utilized. 3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 24%relief from the code. However,the front yard setback of the dwelling at 26.6 feet had existed prior to the demolition and is only to a small entry porch. The dwelling itself has a front yard setback of 31 feet. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The owner originally applied to the Building Department for construction of additions and alterations to a single family dwelling and received approval but exceeded the scope by demolishing the existing dwelling. 6. Town Law $267-b. Grant of or the requested relief is the minimum action necessary and adequate the minimum action necessary to enable the applicant to enjoy the benefit of a rebuilt home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,May 17,2018 #7160,Moshouris SCTM No. 1000-106-3-20 RESOLUTION OF THE BOARD: In consideriiig all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the survey prepared by Nathan Taft Corwin, III, L.S., last revised November 28, 2017 and site plan and elevations prepared by Edward P. Armus, P.E., last revised December 5, 2017 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date-of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Dantes,Acampora, and Planamento. This Resolution was duly adopted(5-0). "Kanessman Chairperson Approved for filing J / �� /2018 Scott A. Russell ,��°�U '� 5T01KMWA 1r]E1K SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 � � Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JAN 0 4 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑E: A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [:]a B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ = D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 00 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. gx 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 Department with your Building Permit Application. APPLICANT (Property Owner, g Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME j 1"4,4 �f Gl ,�/ -f 106 03 20 9/13/2016 r� r na Section Block Lot /" '� ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information C��d� J l Reviewed B — — — — — — — — —ITrkphonr Numbrr! — — — — J p By: Property Address/Location of Construction Work: _ _ _ _ _ _ _ _ Date_ _ _ _ _ _ _ _ ' 295 CENTRAL AVENUE Approved for processing Building Permit. Stormwater Management Control Plan Not Required. HAMLET OF MATTITUCK Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT. S.C.T.M. '�: 1000 (Property Owner,Desi fessional,Age ,Contractor,Other) — �05uf /r CHAPTER 236 20 Stormwater Management Control Plan CHECK LIST NAML'i, Li G�l�� Sect Blocck Lot S M C P -Plan Requirements- Provide ONE copy of the Building Permit Application. Please Pim Date: o �(c The applicant must provide a Complete Explanation and/or Reason for not providing /44'4 nu 7 39.3G�y �iSH all Information that has been Required by the following Checklist! Sre 7elePlprc Numhn• 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2 d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. =00= e. Limits of Clearing & Area of Proposed Land Disturbance. 11 X 11 Date, f. Existing & Proposed Contours of the Site (Minimum 2'intervals) ®� g. Location of all existing& proposed structures, roads, Approved Imp driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. DRAINAGE INSPECTIONS ARE REQUIRED 1. Location of proposed Swimming Pool and discharge ring. ==iryi Contact TOS Engineering at 765-1560before j. Location of proposed Soil Stockpile Area(s). QXQ Isackfill, OR Provide Engineer's Lertification k. Location of proposed Construction Entrance/Staging Area(s). FX--] t at the drainage has been installed to Code. I. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate Shall include but not be limited to@ on-site the run-off from all impervious surfaces generated by a two(21 inch X 11=1� A well ma rainfall/storm event Wire BaCked Silt 3. Details&Sectional Diawings for stormwater practices are required for approval. Seeding of exposed andlor Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) 00 d. Leaching Structures (e o infiltration basins,swales,etc.) FORENGINES , G DEPT TMENT USE ONLY �,DII'�iG�]EPT. ��i l Additional Information is Required - { l i Reviewed & ® Stormwater Management Contr44V MO Rmplete. ':I Approved By: - — — — — — — — — — — — — — — — — — — — — — — — ' I Stormwater Management Control Plan is Complete. Date: d SMCP has been approved by the Engineering De artment.I' I FORM SWCP heck List -TOS MAY 2014 - - a5`7 FIC NG DEPARTMENT- Electrical Inspector � "� SIJFF�71d �_ � ` t TOWN OF SOUTHOLD ~moo z JUI\9 2 5 T�`�' I-t WAnnex - 54375 Main Road - PO Box 1179 � o Southold, New York 11971-0959 J,Vphone (631) 765-4 802 - FAX (631) 765-9502 ;.,,D roger nchert(cr�town.southold.nY.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: rrQ QHS Date: Company Name: +V) Name: License No.: g�'Lemail: (�pnlee Address: �' C' , Phone No.: JOB SITE INFORMATION: (All Information Required) Ic Mau\ Name: Address: �' 1 Cross Street: Phone No.: -723, g B[dg.Permit#: email: Al; rvl Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) 71 t�A wuw-/l' Circle All That Apply= Final Is job ready for-inspection?: YES 1 NO Rough in Do you need a Temp Certificate?: YES Issued On Temp Information: (All information required) Service Size 3 Ph Size:-- A #Meters f Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground- verhead 1 H Frame Pole Work done on Service? # Underground Laterals N 2 Additional Information: PAYMENT DUE WITH APPLICATIONic, �, JC 82-Request for Inspection Fam.xls V � . -v F, NOV 2 8 2017 so 1.10-4xv q 6F so ii 1,1-100 Telephof= &.375 RD24 M PA Bay.1179 Lager d 1 6 9�,,Mql!�-Ma n V.u s TOWN OF SOUTHOILD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: AjLAj Jc) Date: Company Name: A[Z' C C.0 INems: kk:`� A IlAo."Q ' License No.: Address: .' A 1-2-(ft-' 3,d A ]Phone No.: C—SI Ivey JOSSITE INFORMATION' (*Indicates required information) 'Name: `Address: r: cz,7,rAk- 4), . ;—u c-?t__ 'Cross Street *Phone No.: Permit No.: TaxMap District- 1000 So Broac cot *BRIEF DESCRIPTION OF WORK(Please Print Clearl'y) v j C_C,;-- - f(Please Circle All That Apply) 1s job ready for inspection: Rough In Final *Do you need a Temp Certificate: YES NO Temp Information(if needed) *Semce Size: 3phose 100 150 3w 350 400 Other ''New Service- Ile-connect Underground Nurrbevro f Metm (Change of Gervi Z Overhead Additional information: PAYMENT DUE WITH APPLICATION _-__ �.�_____®eco lf pF 50(/r�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G - Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER To: Tou Patera Mou LLC 295 Central Drive Mattituck, New York 11952 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 295 Central Drive, Mattituck, New York S.C.T.M. 1000-106-3-20 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit#41768 issued 6/28/2017. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Building Department has issued a Building Permit. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: November 27, 2017 0iorIn pector 1 ,s--- Jim H--1 E-: I ' N 31NEE:ERIN0 July 17, 2018 RE: Nick Moshouris 295 Central Drive Mattituck, NY Michael Verity Building Inspector Town of Southold Main Road Southold,NY 11971 Mr.Verity, I have been retained by Mr.Moshouris to design a new sanitary system for the home at 295 Central Avenue. My initial review of the soil and survey reveals that a conventional subsurface sanitary system can be designed in accordance with Suffolk County Health Department standards. It will take 3 to 4 months to obtain an approval for the new system.The existing home in its present condition is now left out to the elements. The client is requesting from you to be able to close in the home with roofing and the instillation of windows and doors,prior to obtaining a "Permit To Construct" from the Health department. This will protect the home during the time we are waiting for the health approvals. If you have any questions about this matter please do not hesitate to contact me. Ver truly yours, Joseph Fischetti, PE BOARD CERTIFIED VN STRUCTURAL ENGINEERI=NG JOSEPH@FI5CHETTI.COM FIB CHETTIENGINEERINM.,coM 63 1 x765-29 S4 7 725' H2O,BART R.O•AD S 'OUTH,OLDiNE,W YORK 1 1. 97 1 -` REScheck Software Version 4.6.3 Compliance Certificate D GC Project ALTERATION JUN 2 8 2017 Energy Code: 2015 IECC Location: Mattituck, New York BMDING DEPT. Construction Type: Single-family TOWN OF SOUTHOLD Project Type: Alteration Climate Zone: 4 (533111-111313) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 295 Central Drive Nick Moshouris John Paul Moory Mattituck, NY 11952 295 Central Drive Mattituck, NY Mattituck, NY 11952 501.529.3114 646.739.3684 jpmoory@gmail.com alterationCompliance: Passes Using prescriptive requirements for . Envelope Assemblies Gross Area Cavity Cont. Perimeter Floors:All-Wood Joist/Truss:Over Unconditioned Space 930 1 0.0 0.047 44 Front Walls.Wood Frame, 16"o.c. 4032 .0 )J 0.0 0.059 17 Windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 83 I'� 0.350 29 SHGC: 0.40 Door: Glass 24 0.280 7 SHGC: 0.40 Left Walls:Wood Frame, 16"o.c. 52 20.0 0.0 0 059 3 Back Walls:Wood Frame, 16"o.c. 333 20.0 0.0 0.059 8 Windows:Vinyl/Fiberglass Frame:Double Pane with Low-E 120 0 350 42 SHGC: 0.40 Doors:Glass 64 0.350 22 SHGC: 0.40 Door(at basement stairs). Solid 20 0.350 7 Right Walls:'Wood Frame, 16"o.c. 100 0.0 0.059 6 Ceilings: Cathedral Ceiling 930 40.0 0.0 0.026 24 .Project Title:ALTERATION Report date: 03/13/17 Data filename: C:\Users\Mike\OneDrive\Project Files\Project Files\295 Central Dr ALTERATION NY 2015 3- Page 1 of 10 13-17.rck Compliance Statement. The proposed building design described here is consistent with th uildi g plans,specifications, and other calculations submitted with the permit application.The proposed building op. a to eet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirementsccopc pection Checklist. EDWARD ARMUS ENGINEERING PLLC Name-Title Signatur -1 O G Date U� I U s�0 084106 v �OFESSIO Project Title:ALTERATION Report date: 03/13/17 Data filename: C:\Users\Mike\OneDrive\Project Files\Project Files\295 Central Dr ALTERATION NY 2015 3- Page 2 of 10 13-17.rck REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% 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 pians Verified Field Verified # Pre=Inspection/Plan Review Value - Value Complies?' Comments/Assumption's, &Req.ID - 103.1, ;Construction drawings and ,: ❑Complies ;Requirement will be met. 103.2 (documentation demonstrate - -_El Does Not [PR1]1 .energy code compliance for the °= •- '_= building envelope.Thermal = - ;;.:-'.;; ;,at =❑Not Observable envelope represented on _ : F `;z❑Not Applicable construction documents. _ 103.1, ;Construction drawings and d.- =` f _;.c ,.� `. ?_ ❑Complies Requirement will be met. 103.2, documentation demonstrate '_ .y; ''_i _' ❑Does Not 403.7 ;energy code compliance for [PR3]1 :,lighting and mechanical systems. _ `-, ❑Not Observable ❑Not Applicable Systems serving multiple pp dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: ; Heating: ❑Complies :Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2on loads calculated per ACCA f Manual J or other methods Btu/hrg Btu/hrg ❑Not Observable ; approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: ALTERATION Report date: 03/13/17 Data filename: C:\Users\Mike\OneDrive\Project Files\Project Files\295 Central Dr ALTERATION NY 2015 3- Page 3 of 10 13-17.rck Section _ # Foundation.lnspection Complies? Comments/Assumptions & Re .ID - 303.2.1 A protective covering is installed to ❑Complies Requirement will be met. [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable i grade. :❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies :Requirement will be met. [F012]2 j installed. ❑Does Not ❑Not Observable El Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1.2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ALTERATION Report date: 03/13/17 Data filename: C:\Users\Mike\OneDrive\Project Files\Project Files\295 Central Dr ALTERATION NY 2015 3- Page 4 of 10 13-17.rck Section Plans Verified .Field Verified # Framing/Rough-In Inspection - - Complie's?-_ Comments/Assuinptions- &.Re .ID J Value Valuea 402.1.1, Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 , ❑Not Observable I❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). !❑Does Not table for values. 402.3.3, ❑ 402.3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 I I I I 303.1.3 U-factors of fenestration products '" - [ p' Requirement r' 3' {4 ; _. _i,•, '❑Com lies a uirement will be met. [FR4]1 .are determined in accordance ❑ Does Not with the NFRC test procedure or - taken from the default table. n ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's { r ❑Does Not instructions. [:]Not Observable El Not Applicable 402.4.3 ;Fenestration that is not site built .` '_ r `" ;;'i,' • ` °; ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ` ' `T' i. =4- " `` ❑Does Not AAMA/WDMA/CSA 101/1.S.2/A440 _ ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code , ,' n - ` El Not Applicable limits. 402.4.5 i IC-rated recessed lighting fixtures - ,' ❑Complies ;Requirement will be met. z o...,-,.. I Rn [FR16lz sealed at housing/interior finish -_ '.r',-,. 'r"i: ra'- ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. _ ,.❑Not Observable ii� . ,~, ❑Not Applicable j 403.2.1 ;Supply and return ducts in attics �W. °',-- t -; ';-'''" '❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is t• ❑Does Not >=3 inches in diameter and>_ R-6 where< 3 inches.Supply and �•,! }" ❑Not Observable ' "-�f'--; i�' `°'��' 'r�5,!-,;,,, -.,� ;u N �`�r !"'.� ; return ducts in other portions of = E]Not Applicable the building insulated >= R-6 for _ diameter>=3 inches and R-4.2 ;for< 3 inches in diameter. A03.3.3.5`1 Building cavities are not used as �. :-_ _. , : ❑Complies ;Requirement will be met. I[FR15]3 ducts or plenums. ,, ,, ,.- ` i 9 jr .;;I;,;4,❑Does Not { ]• ❑Not Observable ❑Not Applicable 403.4' JHVAC piping conveying fluids R- R- ;❑Complies Requirement will be met. [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to 2-R- : I 3 ;❑Not Observable j❑Not Applicable j 403.4.1 ;Protection of insulation on HVACJ❑Complies ;Requirement will be met. [FR24]1 1piping. - 4, ❑Does Not i ❑Not Observable = j❑Not Applicable 403.5.3..° 'Hot water pipes are insulated to R- ; R- I❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 - ,Automatic or gravity dampers are `-`.'" _ - ❑Complies ;Requirement will be met. [FR19]2 i installed on all outdoor air '' =' ❑Does Not #intakes and exhausts. ❑Not Observable ❑Not Applicable i 1 High Impact(Tier 1) 1'2 Medium Impact(Tier 2) 1 3`1 Low Impact(Tier 3) Project Title: ALTERATION Report date: 03/13/17 Data filename: C:\Users\Mike\OneDrive\Project Files\Project Files\295 Central Dr ALTERATION NY 2015 3- Page 5 of 10 13-17.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: ALTERATION Report date: 03/13/17 Data filename: C:\Users\Mike\OneDrive\Project Files\Project Files\295 Central Dr ALTERATION NY 2015 3- Page 6 of 10 13-17.rck Section -.-Plans-Verified,-- , Field Verified'. *on-' Complies?, Comments/Assumptions- 4 -Insulation'Inspect &Req.ID Value Value,,, 303.1 All installed insulation is labeled 9?. _ '` '` ' ❑Complies :Requirement will be met. [IN1.3]2 or the installed R-values ;, ❑Does Not provided. :s. - =� 4_j ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R value. R- L R- ;❑Complies ;see the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ;❑ Steel Stee Does Not table for values. [IN1]1 ❑ S ❑ l i❑Not Observable El Not Applicable I I I I i I I 1 p _``' h. :;_' 'pr}.• ' `` ❑Complies ;Requirement will be met. 303 2, Floor insulation installed per f , �4 402.2.7 manufacturer's instructions and = _ t ; =, '. ' I:_„ ❑Does Not [IN2]1 :in substantial contact with the underside of the subfloor,or floor ❑Not Observable ;framing cavity insulation is in i'3;j "-r 'F' I °: ? .;.-+ '°',_a''i' + "'r;=' ❑Not Applicable contact with the top side of "t 1 sheathing,or continuous Y ''--� ; �= 'insulation is installed on the l - -Y extends 1 underside of floor framing and _ extends from the bottom to the ;top of all perimeter floor framing ' 's°' ' _''`'" 'G 4 ,-'i;= • 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 ❑ 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 ;requirement applies(FR10). ;[JSteel E] Steel ❑Not Applicable I I I I 303.2 ;Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not [-]Not Observable f{,,' '`'_t.❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) Impact(Tier 3) Project Title:ALTERATION Report date: 03/13/17 Data filename: C:\Users\Mike\OneDrive\Project Files\Project Files\295 Central Dr ALTERATION NY 2015 3- Page 7 of 10 13-17.rck Section' Plans Verified Field Veiified. #- Fi'n'al Inspection Provisions; mplies? Comments/Assumptions &Re :ID 'Value value-'., alue. . 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ❑ 402.2.6 Not Observable [FI1]l ; ❑Not Applicable I I + I I 303.1.1.1,;Ceiling insulation installed per ❑Complies :Requirement will be met. .,L, 303.2 .manufacturer's instructions. N .r . - " , t- ❑Does Not [F1211 :Blown insulation marked every =3° y -,-gyp P; -]Not ft2 :� 4� Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable � _ ' ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent -;qj a.* ❑Does Not to soffit and eave vents that I extends over insulation. i4i4 ❑Not Observable i ,❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the :❑Does Not :adjacent assembly. El Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ❑Complies Requirement will be met. [FI17]1 lath in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. El Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 I❑Complies Requirement will be met. [FI411 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air :handier @ 25 Pa. For rough-in ❑Nat Observable tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 I❑Does Not :either: Rough-in test:Total ❑Not Observable leakage measured with a ,pressure differential of 0.1 inch ❑Not Applicable + w.g.across the system including I the manufacturer's air handler enclosure if installed at time of 3 I i test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ; Iw.g.across the entire system ; I including the manufacturer's air I handler enclosure. I 403.3.2.1 ;Air handler leakage designated = t :, . ❑Complies ;Requirement will be met. [F12411 by manufacturer at<=2%of v, ❑Does Not design air flow. $�, =• , _ r,„, ,, H_• ❑Not Observable ❑Not Applicable I '403.1.1 Programmable thermostats- - _-+= ❑Complies Requirement will be met. [FI9]2 installed for control of primary ”_ ' ='r i °b ' "° []Does Not heating and cooling systems and :r initially set by manufacturer to :(, :,u .,,:• _ E ❑Not Observable , code specifications. 3 - '{, ' ❑Not Applicable 403.1.2 Heat pump thermostat installed 4 ; ❑Complies Requirement will be met. [FI10]2 on heatum s. ❑ P P Does Not ❑Not Observable _ ! ❑Not Applicable 403.5.1 Circulating service hot water G _ ❑Complies ;Requirement will be met. [FI1112 systems have automatic or :y'a' _c _ �.'`-yy M:_ ❑Does Not accessible manual controls. ii 4'Y' ❑Not Observable ; 1gllcL , s ,s ❑Not Applicable 1 High Impact(Tier 1) 2'1 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title:ALTERATION Report date: 03/13/17 Data filename: C:\Users\Mike\OneDrive\Project Files\Project Files\295 Central Dr ALTERATION NY 2015 3- Page 8 of 10 13-17.rck section' z Plans Verified=`, Field Verified -' # -Finall'nspection'Provisions Complies? Comments/Assumptions &Req.ID Value Value` 403.6:1 All mechanical ventilation system - - L'c4'F._' "=J❑Complies :Requirement will be met. [FI25]2 }fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy Y _ _ =_ - _- and air flow limits = ❑Not Observable ; ❑Not Applicable 403.2 ;Hot water boilers supplying heat -�" '-E]Complies ;Requirement will be met. [F126]2 through one-or two-pipe heating _ ❑Does Not , systems have outdoor setback .-, ,;. aro,• ❑Not Observable control to lower boiler water ❑NotApplicable temperature based on outdoor _ = temperature. 403.5.1.1 Heated water circulation systems - I S ='"-F'' ' °`°'I"- "' ❑Complies ;Requirement will be met. [FI28]2 1 have a circulation pump.The t='- =y; =' 1 a' ' ;- _' _ ❑Does Not _' f system return pipe is a dedicated ,L}F i ` ,•; :: _ --"_; ,: ,; ,❑Not Observable return pipe or a cold water supply `4- - ` : r pipe.Gravity and thermos- "' :' 'I ❑Not Applicable syphon circulation systems are ` not present.Controls for - :} '` `- circulating hot water system - _ - pumps start the pump with signal _ _ r_; i for hot water demand within the {occupancy.Controls }automatically turn off the pump ;,f , e• s' ' when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems iL ° '"' - _' ❑Complies ;Requirement will be met. '[FI29]2 ., comply with IEEE 515.1 or UL : ; ; ❑Does Not 515. Controls automatically adjust the energy input to the a n, ,_;= _•,_,,;-y ❑Not Observable heat tracing to maintain the = _ _- - • �� ;'_�--` El Not Applicable desired water temperature in the u ° piping. _ 403.5.2 Water distribution systems that -: i','=- _ _ =i:❑Complies Requirement will be met. [FI30]2 have recirculation pumps that `;_y - = -]Does Not pump water from a heated water f _ supply pipe back to the heated ❑Not Observable water source through a cold "_ -'_ '' -_ ❑Not Applicable water supply pipe have a - demand recirculation water I lsystem. Pumps have controls that manage operation of the ' pump and limit the temperature „ r of the water entering the cold jwater piping to 104°F. 403.5°4 ?Drain water heat recovery units ;, = 2 ❑Complies ;Requirement will be met. [FI31]2 Itested in accordance with CSA _- _ ❑Does Not B55.1. Potable water-side pressure loss of drain water heat "' ❑Not Observable , y" ` i- • !recovery units<3 psi for - _, .� - _:,.I - ❑Not Applicable individual units connected to one _- or two showers. Potable water- y, ' ;side pressure loss of drain water heat recovery units <2 psi for individual units connected to == ,three or more showers. 404.1 175%of lamps in permanent _ ❑Complies Requirement will be met. [FI6]1 fixtures or 75%of permanent - ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable li htin ,'". ❑Not Applicable 404.1.1 Fuel gas lighting systems have : ❑Complies Requirement will be met. ^h- [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable 41 ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: ALTERATION Report date: 03/13/17 Data filename: C:\Users\Mike\OneDrive\Project Files\Project Files\295 Central Dr ALTERATION NY 2015 3- Page 9 of 10 13-17.rck Section- _ - - Plans Verified--', -Field Verified' y # -'Final Inspection,Provis'ions Complies? '°Comments/Assum{itions & Req.ID al Value Vues. 401.3 Compliance certificate posted. fi K=, _ _ _F_. f{e;j y;,: ❑Complies ;Requirement will be met. z a` h�- [FI7] := = _ ❑Does Not ❑Not Observable El Not Applicable 303.3 {Manufacturer manuals for s"' -_ = _ fr ❑Complies :Requirement will be met. [FI 18]33 .I mechanical and water heatingDoes Not j systems have been provided. ;z-j;{ =y= - = f;a _ 'a.,E. ❑ "= _ P,, []Not Observable El Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:ALTERATION Report date: 03/13/17 Data filename: C:\Users\Mike\OneDrive\Project Files\Project Files\295 Central Dr ALTERATION NY 2015 3- Page 10 of 10 13-17.rck e 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 40.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.35 0.40 Door 0.35' 0.40 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments - I FILTER FABRIC DROP INLET PROTECTION SYMBOL TYPICL SILT FENCE DETAILSRETE WASHOUT STANDARDS I PROJECT TITLE SYMBOL CONC 2'X4'WOOD FRAME GEOTE tTILE FABRIC I�— SITE DATA ` IIII FnozLENTEPTODFNTER. 1 SITEASTITABLE ASHOUTAN I CIOTY UT BEPROIDEDFORTHECLBEPOURFCHUTED. I.P14KERSAND HOPPERS OWNER: NICK MOSHOURIS _ STAKE SITE ASUITABLE WASHOUT UNL ITY MUST BEPROVIDEDFOR THECLEANINGOFCHUTES THE AND HOPPERS I --� OF THE DELIVER!VEHICLES VNLFSS SVCHAFAGILN'I WILL BE USED ATTHE SOURCE OF THE CONCRETE UNDER AB'MIN FENCE POSTS DRIVEN FNN 1�INTO NO CIRCUMSTANCES IAA/WASH.VATER FROIA THESE VEHICLES BEALLD,NED TO ENTERAN/SURFACE WATERS r� r FABRIC GROUND ROADS OR ADJACENT PROPERTY MAKE SURE THAT PROPER SIGNAGE IS PROVIDEDTO DRIVERSTi SOATTHE'IAREAWARE OF TFEPRESENCE OF ADDRESS: 295 CENTRALAVENUE, MATTITUCK — LU -C WASHOUT FACILITIES j WASHOUT FACILITIES SHOULD NOT BE PLACED WTrM 50 FEET OF STORM DRAINS OPEN 09CFIES OR SURFACE HEIGHT OF FILTER FABRIC2A- WATERS SCTM#: 1000 - 106-03-20 III y ' oa rNNunurn cR+CE THE/SHOULD BE INA CONVENIENT LOCATION FORTFE TRUCKS PREFERABLY NEAR THE PLACE NMERETHE e'fA1NIMMA CONCRETE IS BEING POURED BUT FAR ENOUGH FROM OTHER VEHICULAR TRAFFIC TO NN•NIZE THE POTENTIAL yM - - - - FOR ACCIDENTAL DAMAGE OR BILLS WFEREVERPOSSIBLE THEY SHOULD BELOCATED ONSLOPES NOT TOTAL SITE AREA: 10,800 SF (0.248 AC) ` DROP INLET BURIED FABRIC FM/ 0.31 EXCI THE SHOULD%B GRADE • WITH GATE f/ PERSPECTIVE VIEW THE!SHOULD BE SIZED TO HAMAE SOLOS WASH WATER AND RAINFALL FRAME I I NOT TO SCALEAGOODRULEOFTHUMBIsTHAT7GALLONSOFWASHVVATERAREREQUREDTOWASHONETRUCKCHUTEAND AREA WITHIN CLEARING LIMITS: 8,630 SF (0.2AC) 50 GALLONS FOR THE HOPPER OFA CONCRETE PUMP TRUCK / —II I I IIu BELOW-GRAOEWASHOUT LIQUIDSHOULDANDBE AIASNIMUMOF1oFEETWIDEAND ENCLEAN CLEANOUT INTERVALS INCHES OF NO WELLS WITHIN 10OFT Gf;7ll SHOULDFREEBOARDLINED EITH LIQUID SHEETING WASTEANNCI1044LT CKNEN CLEANOUTWTES ORT THEPR GEOTE%TILE FABRIC SHOULD BE LINED WITH PLASTIC SHEETING GROUND LEAST 10.1.RTHICI.NE55IJJliI-I NOHOLES OR TEARSI TO PREVENT LEACHING OF LIQUIDS NTOTE GROUND I — GATHER IIIII_I�I OR PROPERTY INFORMATION BASED ON SURVEYOR BY AT CORNERS V CONCRETE WASHOUT CONCRETE TE WATER FROMCONCRETEBE HARD DINTOO BT°OLSAPIDTOR COIAPACTED SOIL UNDISTURBED GROUND READ IRECTRUCKS ANY ECSTEPUMP TRUCKS TOOLS ETC fAA/NOT BE DISCHARGED INTO OR BE ALLO,YEDTO �� FLOW RUN DIRECTLY INTO AN'/E STING WATER BODY STORfAINETALLEY OR STREET NATHAN TAFT CORWIN III LAND SURVEYOR, 1586 CONSTCONSTRUCTION SPECIFICATIONS ONEOR MORE LOCATIONS FOR CONCRETE WASHOUTSHALLSEDESIGNATEDONSITE SUCETHATDISCKARGES RUCTION lr I`1 l� /U R �� DURING AND EXCESS WAERCAN EVA O CONTAINED WASMALLAREA WFQEE WASTE CONCRETE CAN SOLmffYW MAIN ROAD, JAMESPORT, NY 1 FILTER FABRIC SHALL HAVE AN EDS OF 40A5 BURLAP MAY iCi977388 BE USED FOR SHORT7ERId lP PLACE AND E%CESS WATER CAN EVAPORATE CUTAPPLIIC ATO -y A. SILT FENCE SECTION 2 2 OVERLAPPED THE NEXT STAKE ROLL TO ELIMINATE JOINTS 6JOINTSARE NEEDEDTfEYWtl.L BE EMBED FILTER CLOTH MINIMUMD NOT TO SCALE OVERLAPPED T07HE NEXT STAI(E INTO GROUND � 3 STAKE MATERIALS WILL BE STANDARD 2'x4'WOOD OR EQUIVALENT METAL WTTHA MINIMUM LENGTH OF 3 CONSTRUCTION NOTES FOR FABRICATED SILT FENCE DRAINAGE CALCULATIONS FEET 0 LU 4 SPACE STADES EVENLY AROUND INLET 3 FEET APART AND DRWEA MNIMUM 18 NCHES DEEP SPANS GREATER INITH STAPLESIIE FABRIC TO BE FASTENED SELUREL!TO FENCE POSTS P03T BY EL HARDNOODEITHER T OR V TlPE \\\�\/ /,/ \ CONTRIBUTING AREA: THAN 3 FEET MA f BE BRIDGED WITH THE USE OF WIRE MESH BEI WD THE FILTER FABRIC FOR SUPPORT C 2 GEOTEIITIIEFABRIC SHALLBEPLACED 0NTHE SIDE OFTHERON FENCE GADRILSHALLBENOVENOF f 2,603 SF PAVEMENT x 2"RAIN x 0.9= 398 CF a FABRIC SHALL BE EfABEDDED1FOOT MINDAIAABELDW GROUNDAND BAC�FA-LED RSHALLBE SECURELY DIREDTIDN NDN NDVEN ` cCc FASTENED TO DFHE FRAME l NHENTNO BECTIDNS12INCHFILTER S ANDCLOTHADJOIN EACH OTHER THE! FILTER CLOTH FILTER APPROVED EQUAL 2,666 SF BLDG/ROOF x 2"RAIN X 1.0= 453 CF BHILLL BE OVERUIPPED B1121NCHE3 AND FOLDED BTABILINMTIxON OR APPROVED EOUAI J(J \\\\ ` B XIMUN WOODFRAMESHALLBECOMPLETED AROUND THE CREST OFTHE FABRIC FOR OVER FLOWS7ABLLRY 5,531 SF LAWN AREA x 2"RAIN x 0.2= 188 CF MA%IMUN DRAINAGEAREA IACRE A MAIN TENAN'BULGE'DE PERFORMEDOPINTAS NEEDED AND MATER W. ENVIRO PREFABRICATED DR IT APPROVED O ED REMOVED 'BULGES'DEVELOP IN THE SILT FENCE ENVIROFENGE DR APPROVED EOVAL 2 W L��p,p+ TOTAL CAPACITY REQUIRED=1,039 CF VAL OF STORMWATER M REVISION: DATE DUST CONTROL STANDARDS DRAINAGE INSPECTIONS ARE REQUIREDNAG E:(4)8 FT DIAMETER X 7 FT DEEP LEACHING POOL CONTROL PLAN -T Code er ep- 4 EA X 8 FT DIAMETER X 7 FT DEEP=1,182 CF THE CONTROL OF DUST ON CONSTRUCTION SRESPIN ROADS Contact TOS Engineering at 765-f S60 before7 TO PREVENT BLOA1NG AND MOVEMENT OF DUST FROM EXPOSED SOILSURFACES REDUCED ONSITEANO OFF SITE DAMNGEAND ® Dale- HEALTH HAZARDS AND IMPROVE TRAFFIC SAFETY BaCkfall,OR Provide Engineer's Certification CONOITION MIERE PRACTICE APPLIES THIS PRACTICE IS APPLICABLE TOAAEAS SUBJECT TO DUST BLOMNGAND MOVEMENT AHERE bhatthe drainage has been installed to Code. Approved by: ` NOTE: NO PROPOSED WORK WITHIN ONSITE AND OFF-SITE DAMAGE IS LIKELY MTHOUT TREATMENT CONSULT AITH LOMMUMCIPAL ORDINANCES ONANY RESTRICTIONS O LOT ass THE FOLLO MRS METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST 7 I THE TOWN RIGHT-OF-WAY B ISSUE FOR REVEYY 091376 MIULCHES•SEE STANDARD OF STABILIZATION MTH MULCHES ONLY PG s1 EROSION&SEDIMENT CONTROLS J PROJECT LOCATION' VEGETATIVE COVER-SEE STANDARD FOR TEMPORARY VEGETATIVE CUM PG 7-1 PERAVENTVEGETATIVE COVER FOR SOIL SILT FENCE ALONG ED E F STABNLATIONPG 01 AND PERMANBYT STABNTATION MTH SOD PG 61 Shall include but not be limited to: i N 03'59'301 E DISTURBANCE 1 20.003 SP HAY ON ADHESIVES-ON MINERAL SOILS NOT EFFECTIVE ON MUCKSOILSJ.KEEP TRAFFIC OFF THESEAREAS TILLAGE TO ROUGHEN SURFACE AND BRING CLODS T°THE SURFACE THISISATEMPOP.ARYEMERGENCYMEASUREMOCHSHOUID A well maintainEd(113mM iVA�(� A l uz �� 295 CENTRAL DRIVE BE USED BEFORE SOIL BLONING STARTS BEGIN PLO MNG ON MNDW3AD SIDE OF SITE CHISEL TYPE PLOAS SPACEDABOUr 12 .�:�,�Q_ �/ 1 N LINK FENCE u \� INCHESAPARTAND SPRING-TOOTHED HARRONSARE EXAMPLES OFECUIPMEW MICH MAY PRODUCE THE DESM EFFECT Wire Backed Silt Fencing,stabilization CMWN LINK FENCE) fl 2LEXISTING PAVED DRIVEWAY TO MATTITUCK, NY 11952 SPRININNC•SITE IS SPRINIQEOUMILTE SURFACEIS NET on 222 �� REMAIN AND ACT AS Seeding of exposed and/or inactive soil , _= SHED a JSHED uSOLID PRECAST CONCRTE COVER10�• - U1FRAME - CONC DwvEWAr \ CONSTRUCTION ENTRANCE, 00 ° 2 222• - SWEPT DAILY AND MAINTAINED DRAWING TITLE FINISHED GRADE ^ DW O TI�� T II-1T-I�N_III�II_IN_III_N T- II_III_ PROPOSED TERRACE o _ �•M•� ToTor i o \ STORMWATER MANAGEMENT DW -LID �s WCONTROL PLAN&DETAILS H-20 TRAFFIC BEARING SLAB, o "LJ4 ( c ----r=rT - SHALLOW DOME OR HIGH DOME O \S. / C! �' ! = \ - U ❑ �••• ; EXISTING HOUSE PROJECT NUMBER I^II I�TF� 1' CONC WALK 11 FTT z y 1- CRY DRAWN BY CNECKED BY 7 - yR 4 FRAME EXISTING I 266 LD PROPOSED PATIO (� ❑ f j \, r WITH PERGOLA W - Q- ; m . F--{ EXISTING SANITARY TO REMAIN w O w WRAP WITH Boz(MIN) n n V w EU NON-WOVEN GEOTEXTILE(FILTER 'pw I n / o s\ ENGINEER: > FABRIC)TYPICAL ( e n I E / J EDWARD ARMUS ENGINEERING PLLC ~ z FOR ALL RINGS \ x II__ f Ia 6 � -(' I ! ,,, „ EDWARD ARMUS,PE Z L9 I I f 36 DEER RUN w E D' 29' STORY FRAME S I " CONCRETE WASH OUT 0 3 DARK BROWN LOAM(DLT (O I ADDITION n WATER MILL,_N.Y,;I1976 NEE 3 0 O I I J 631:604=626'�` - hiOo LOCATION AS NEEDED AND �.�� F/TL7� SELECT GRANULAR SOIL BACKFILL i ( DWl _J o MAINTAIN ✓ �;�RD . FOR PERIPHERYAND BOTTOM o \Bx7/ O K `�°• �• ^` LEACHINGHEDGE _ �\ BROWN SILTY SAND(SM) "^'l - ^ \ CHAIN LINK FENCE oa PROPOSED DRAINAGE- (4) 8X7 GROUNDWATER,-_`___. Ni LEACHING RINGS, FLAT SLAB TO _;I ''r' •;; I- ' M,o 2'-0'MIN - EXCAVATION BBACKFILLWITH S 03'59'30'3 VI/ 20.0D' Tl FREE DRAINING TYPICALGRANULAR DRYWELL DETAIL 35' SDR35 PIPE. OPEN GRATES TO PALE BROWN FINE SAND(SP) y PROPOSED ADDITION GRADE OR BURIED SOLID CONC. NOTES (NOT TO SCALE) I LOT Asa COVERS WITH AREA DRAINS `\> 3 LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS MANUFACTURED BY SUFFOLK PRECAST 41' O \� (� �fJ C">•fr - INC-DR EQUIVALENT SHOP DRAWINGS SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVALQ. 2 ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL DEVELOP A MINIMUM NO WATER ENCOUNTERED I ,SIGNAND SEALI 01l,n•1"-/•� COMPRESSIVE STRENGTH OF 4000 PS I IN 28 DAYS 3 ALL DRAINAGE STRUCTURES SHALL PLACED IN ACCEPTABLE LEACHING SOILS RI THE EVENT POOR LEACHING S 1 O R M WAT E R MANAGEMENT CONTROL PLAN DRAWING'NUMBERC�'--'%%•"'" MATERIAL IS ENCOUNTERED EXCAVATION IS TO DE CONTINUED TO SUITABLEVLL MATERIAL FILLEDAS DETAILED TEST HOLE 9!7/2016 McDONALD GEOSCIENCE S M C P 1 STORMWATER MANAGEMENT CONTROL PLAN SCALE: 1"=40'-0" PAGE NO SURVEY OF LOT 157 BLOCK >2 MAP OF CENTRAL CAPTAIN KIDD ESTATES FILE No. 1672 FILED JANUARY 19, 1949 SITUATE 86 00'30" EDGE OF PAVEMENT ` ° 44 MATTITUCK — — — S _ � FENCOVERHEAD WIRES- 9 0.0 0' TOWN OF S O U T H O L D 0.3'E.E - � �- UTILITY I SUFFOLK COUNTY, , NEW YORK ^ FOUND CONC. S.C. TAX No, 1000- 106-03-20 MON 0.3'E. FOUN POST O 3 I CONI°MON. SCALE - 1 "=20' N o JULY 20, 2015 U 01 - I O NOVEMBER 2B, 2017 UPDATE SURVEY • U M ^I ELECT. SERVICE BRICK STOOP n N _ I & STEPS AREA = 10,800 sq: ft. 0.248 ac. _16.2' 36'0 6.7 C? CERTIFIED TO: 179' 129' FIRST AMERICAN TITLE INSURANCE COMPANY j NICK MOSHOURIS HOUSE LU (UNDER CONSTRUCTION) r 0 Bldg Dept copy from ZBA Final reviewed documents z 3s,z' ZBA File # °��(� Date: N 0 0 0 0 N PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L S. AND APPROVED AND ADOPTED �\T/J FOR SUC @�,� � NEW YORK STATE LAND w 24 7 / TITL sw16i� 12.9' '� O V a LOT 157 o Y n !17 hP d O MI 0 CHAIN LINK FENCE 0 67 I I N.Y.S. Lic. No. 50467 FENCE V) 0 L.N/S. 0.4'E. CHAIN LINK FENCE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF N FENCE SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin �� cwi ' ` 8600093032 W N FRAME SHED o:; 0.2'S- O.LE./W, EDUCATION LAW. YY 90.001 N j' COPIES OF THIS SURVEY MAP NOT BEARING LOT 1(i4 J L OR I EMB SS D SEAL STHE LAND OHALL INOTDBEECONS CONSIDERED Land Surveyor LOT w TO BE A VALID TRUE COPY. Z 163 x CERTIFICATIONS INDICATED HEREON SHALL RUN LOT 1E2 ONLY TO THE PERSON FOR WHOM THE SURVEY Z IS PREPARED, AND ON HIS BEHALF TO THE a TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions = Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE IN - TUUTON. CERTIFICATIONS ARELNOT ITRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 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. i 35-1577 i SURVEY OF I, LOT 157 BLOCK >2 MAP OF CENTRALCAPTAIN KIDD ESTATES DRIVE FILE No. 1672 FILED JANUARY 19, 1949 e SIT UA TE ° d° v ° a EDGE OF PA ° d PAVEMENT ° ° MATTITUCK � d e .S 86 00'30" E � •• OVERHEAD WIRES FENCE �_ 9 O.O 0' PTI TOWN OF SOUTHOLD / QLE SUFFOLK COUNTY, NEW YORK FOUND CONC. LAMP--k* MON 03'E. S.C. TAX N0. 1000- 106-03-20 O a POST Y / FOUND OI 3 cONC. MON. SCALE 1 "=20' cv o< I I o JULY 20, 2015 Z O NOVEMBER 28, 2017 UPDATE SURVEY I o ^I O M I RS�SOOP I ELECTSEVCE N& AREA = 10,800 sq. ft. 0.248 ac. 16.2' CER TIFIED TO: 6.7 17.9 12.9' f " ' FIRST AMERICAN TITLE INSURANCE COMPANY ,y NICK MOSHOURIS HOUSE � (UNDER CONSTRUCTION) v , U J36.2' i 0 N ' 4e PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 7�1BY THE LI. AND APPROVED AND ADOPTED USE ,7 FOR SUCH USE BY THEN YORK STATE LAND W 24.7' 12.9' TITLE ASSOCIATION qfO F LOT 157 I ,� �. 0- U-) - Ld CHAIN LINK FENCE - I �4AAnKms" N.Y.S. Lic. No. 50467 FENCE 0 L.N./S. 0.4'E. CHAIN LINK FENCE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF FENCE SECTION 7209 OF THE NEW YORK STATE FR�SHEDl 0.2'S. O.L.E. W. EDUCATION LAW. N 86°00'30°° w N , Nathan Taft Orwin III O 90.00' COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR w EMBOSSED SEAL SHALL NOT BE CONSIDERED OT '64 w TO BE A VALID TRUE COPY. _Z LOT CERTIFICATIONS INDICATED HEREON SHALL RUN z LOT ONLY TO THE PERSON FOR WHOM THE SURVEY - DB2 IS PREPARED, AND ON HIS BEHALF TO THE 9 }' TITLE COGMPANY,TONERN ENTAL AGEEON,CY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDTO THE ASSIGNEES OF IN — TUTON. CERTIFICATIONS THE ELNG NOTITRA SFERABLE. PHONE (631)727-2090 FOX (631)727-1727 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. 35-157A Oia _ i MINNOW RECEIVED ' 4 SURVEY OF MAY ® 1 2020 SEPTIC SYSTEM TIE MEASUREMENTS a LOT 157 W BLOCK 12 HOUSE HOUSE � � QO � ' � ! ' SUFF. CO. HEALTH SERVICES !i CORNER QA CORNER[E t � I g� ? a) MAP OF OFFICE Cc VvfA:'_TEV4ATE-R MGT SEPTIC TANK 24.5, 16' 6 61z 0 -4 � � ��; CAPTAIN KID D ESTATES COVER. LEACHING POOL `, L' ®® ® sP I FILE No. 1672 FILED JANUARY 19, 1949 COVER!, 34 19.5 0 LW 0 s m �'ET TRAL I� _j = SITUATE 1� R I�j ELI 'N MATTITUCK '` oOj TOWN OF SOUTHOLD r SUFFOLK COUNTY, -NEW YORK p ° � RS E GE OF PAVEMENT `'d • C° v°. :;� U S.C. TAX NO. 1000-106-03-20 — • _ S 860 0'30" E— ;? °�, ® SCALE 1 "=20' t: ' " sa� ; ' — OVERHEAD WIRES g 0.0 0 �P I ® ® JULY 20, 2015 FENCE a l 0.3'E. WATER METER — qg, NOVEMBER 28, 2017 UPDATE SURVEY FOUND CONC. JULY 2, 2018 ADD EXISTING SEPTIC SYSTEM W I AUGUST 27, 2019 FINAL SURVEY Q G •' POST MON. 0.3'E. I o I I LEACHING FO ND I MARCH 12, 2020 CORRECT WATERLINE LOCATION C; POOL 0 CO C. MON. YCN _ __ AREA = 10,800 sq. ft. e-- c e • O N 0.248 ac. MI I QA CN T o as I SLATE .- co i��•11� ° Og STOOP 3 w� V]aY (V 7.7'N B 16.2' 10.5' N• - a q V CER TIFIED T 0: . o '° ,e•o. '?•7' FIRST AMERICAN TITLE INSURANCE COMPANY NICK MOSHOURIS W . � �, � 1 STORY FRAME HOUSE h Z3 z w Z 16.2_ 36.2' e O Lu mLU Eti a WOOD O 3 z� w STEPS "? '04, U ^ PREPARED IN ACCORDANCE WITH THE MINIMUM v dC3 I+, Cti BYSTANDARDS THELI.A .LS. AND APPROVED AND ADOPTED D a O HOZ ,-•-7 (_ __, 3 a O - FOR SUCH USE B�I-NMYORK STATE LAND v 3j N �Z Q W ; «�� t ,!'I� C� r TITLE ASSOCIATIO a o j i J w3 J V 1 ` �•C�® o� JUN 2 6 2020 LSI 3 24.9 _ T I /yam 157xa `: 4 L0 0) 0 (o I A,'D N.Y.S. Lic. No. 50467 gg C� UNAUTHORIZED ALTERATION OR ADDITION TO THIS OF z I �zdc3 0� SECTION 7209 FSTHEVNEW TYORK STATE �oY EDUCATION LAW. Nathan Taft Corwin III Wa COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor CHAIN LINK FENCE � � THE LAND SURVEYORS INKED SEAL OR FENCZ)Z 0 EMBOSSED SEAL SHALL NOT BE CONSIDERED E O.L.N./S. 0.4'E. CHAIN LINK FENCE TO BE A VALID TRUE COPY. N 86'00'30„ FENCE q CERTIFICATIONS INDICATED HEREON SHALL RUN DWELLING W- b, 0.2'S. O.L.E./W. ONLY TO THE PERSON FOR WHOM THE SURVEY a FRAME SHED a (USES PUBLIC WATER) , eq , N IS PREPARED, AND ON HIS BEHALF TO THE y y 9 0.0 0 TITLE LENDING COMPANY. GOVERNMENTAL LISTED HEREON,AGENCYND Title Surveys — Subdivisions — Site Plans — Construction Layout LOT X64 i (USES PUBLIC WATER) DWELLING TO THE ASSIGNEES OF THE LENDING INSTI- / l TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 /727-2090 Fax `631/727-1727 z LOT63 (USES PUBLIC WATER) C.) LOT g Z OFFICES LOCATED AT MAILING ADDRESS Z 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 C.) ANY, NOT SHOWN ARE NOT GUARANTEED. 35-157C PROJECT TITLE: a V LIST OF DRAWINGS T A 1 2,I Pii/�� cJtf, f e T-001 .00 SITE PLAN TITLE SHEET i T T :'T F 1), 7 F I j'� C A f N, �N� J 1 1 -1f_', J.-,.." J-11\i T 1"D -r y -7- T'7ti�T T A 7-"Tl A-001 .00 DEMOLITION & EXISTING PLANS 4� 4 fi, ,� � 1aFszl . a „ �:,� - 44 A-002.00 EXISTING EXTERIOR ELEVATIONS 0 W N' F 0 v.n r-,- C11 ----------- (-D Slk-;�F F OILK C G 11) A-00300 BASEMENT & FOUNDATION PLAN cf MON i, r � A,004m00 CONSTRUCTION PLAN -Y J J!i t A - 1 �: ,a A-005.00 ROOF PLAN s - I A-006.00 EXTERIOR ELEVATIONS TO: CEIIR TITLE- IPST AJ4E i Lj PAO",tCA'. rowc. S-001 .00 STRUCTURE m BASEMENT & FOUNDATION PLAN 14!"K I!,0SHO! �RiS 71 1, -,,; ' a S-002.00 STRUCTURE m FIRST FLOOR LEVEL FRAMING PLAN - I —7, I-0 C Mi S-003.00 STRUCTURE m FIRST FLOOR '02LING AND HEADERS A S-004.00 STRUCTURE m MAIN ROOF FR. ,MING PLAN P;Ot C tq —'r PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Sm005m00 STRUCTURE m F RAME OV ER ROOFING PLA Nk. FOR SUCH USE BY THE NEW YORK STATE LAND `� ':.�1 tTt TITLE ASSOCIATION. S-006.00 TYPICAL NEW YORK STATE CODE NOTES ��f a ::f Sm007m00 TYPICAL CODE COMPLIANCE DETAILS Z _- <. _ SMCP1 STORMWATER MANAGEMENT CONTROL N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION — PLANS & DETAILS TO THIS SURVEY IS A VIOLATION OF ELECTRICAL SECTION 7209 OF THE NEW STATE LAW. t li"SPECTION CEOUMED OCCUPANCY OR j EDUCATION Nathan Taft Corwin 1 , 11 COPIES OF THIS SURVEY MAP NOT BEARING -UL (, C)ITHE LAND SURVEYOR'S INKED SEAL OR Land Surveyor USE IS UNLAVIi 0 n EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. APPROWED AS NOTED COMPLY WITH ALL CODES OF WITHOUT CERTIFICATE T CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY NEW YORK STATE & T—WN CODES y DATEZ/071 OF 01"CU IS PREPARED, AND ON HIS BEHALF TO THE Site Plans Construction Lcyo.. PANC Z TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys Subdivisions B.P.#4- 20 4�- AS REQUIRED AND Co":j LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI FEE: BY:--", CONDITIONS OF TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 NOTIFY BUILDING DEPARTM T AT OFFICES LOCATED AT MAILING ADDRESS 765-1802 8 A TO 4 P FOR THE If THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 FOLLOWING INSPECTIONS: RD TRU"�PLJTAr-.D!%?C1 RCCUCIED COPY 0 ORIGINAL -SURVEY '-im EXIS ING CONCITIONS 1 =2Of AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York i'.?',:''ANY, NOT SHOWN ARE NOT GUARANTEED. 1. FOUNDATION - TWO REQU11RED I j FOR POURED CONCRETE 7 2. ROUGH - FRAMING & PLUMPING 3. INSULATION 4. FINAL - CONO3TRUCTION MUST BE COMPLETE FOR C.O. PLUMBER CER TIFICA TION REVISION: DATE: ALL CONSTRUCTION SHALL MEET THE DRAINAGE INSPECT 0145 ARL"-rt"TOUIRED ON LEAD CONTENT BEI--%'-,-, Contect TOS C-ngIneentrIg at 765-11V)0 b--fore REQUIREMENTS OF NEW CEP TIFICA TE 0 F- OCCUPIA N� Y CENTRAL DRIVE LOT COVERAGE CALCULATIONS: YQRK STAIE-IMT.4,1p�p-c24 tc U, z p Ineer thvz!the dminap has been lnzt--!'^d-d to Cor-1- DESIGN OR CONSTRUCTION ERRORS. SOLE ER USED IN VIIA '*STAKES SPACED @ 81 MAX. STAK SUPP1 Y YS TEM CA,Nli�'I& EXCEI-�D 21f0 OF I% L EA D. PROPERTY LOT IS 90' X 120' = 10,800 X 20% 2,160 SQ. FT. OF COVERAGE ALLOWED. USE 2" X 21- (:t 3/8") WOOD LINES CONSTRUCTION ENTRANCE &EXISTING 3 DRIVEWAY OR EQUIVALENT STEEL 2 DOB 06.13.17 (U OR T) STAKES 1 DOB 08.16.16 EXISTING HOUSE IS: 930 SQ. FT. PLUNMIN',-.�- PROJECT LOCATION: SILT FENCE FOR �%LL PLUMBING WASTE 0 EROSION CONTROL,AS PROPOSED ADDITION IS: 1 ,210 SQ. FT. STAPLES &WATERLINES INEzE D TESTINIG#E�ORE COVERiNG Of W TOTAL LOT COVERAGE : 2,140 SQ. FT. D 2 of < b 15 6 (if _0 �5 < JOINING FENCE SECTIONS >- C4 m 0 C0 F- 19Z 1? z 295 CENTRAL DRIVE 0 0 0 0 cr cr W W (n 0) MATTITUCK, NY 11952 0 0 m I V Q- 130 NOT PROCt.7--7 - - 0 0 8' MIN. ff 7.5- ;- a! F X01NIG UNTIL --,',,,',. 6'-3" a. 17--10 314" 17-7 1/ FROPOSED ADDITION ADDITION P 1 10 6' 18.1' SROPO'ED OF�FOUNr)ATION 1-00,�A CN IDE YARD SIDE YA D .-As BEEN'APPROVED, IETBACK EXISTING 1 STORY ETAC (?8--10 114!' FRAME HOUSE SUPPORT STAKE DRAWING TITLE: (OMBINED) NEW MUD p... PORCH NEW DORMERS X ABOVE 0 2 C4 0 FABRIC FENCE TITLE SHEET C, < wo 8w t5 0 U KK 6 36.3 0 z PROJECT NUMBER: 0 0 FILL z CCIMPACTED 6 zo PROPOSED 1 STORY BACKFILL SLOPE DRAWN BY: CHECKED BY: FRAME ADDITION UNDISTURBED 4.1' GROUND 14.5' T TT r TOE ANCHO EXISTING GARAGE TRENCH NAME: DEMOLISHED 611 NAME: 24'-8112" 17-71/4" PROPOSED I ADDITION PROPOSED STATE REGISTERED ENGINEER: 145' NEWTERRACE SIDE YARD ON GRADE NEW YORK SETBACK —L—V (29-101/4" COMBINED) 6" L I N C E N S E N U M B E 16-3P NAME: SOIL STOCKPILE -7' AREA Cl) W D: 0 ELEVATION VIEW 10 3' a. --—------------ 0 EXISTING c? 6 FRAME SHED DEMOLISHED N SIGN AND SEAL EROSION CONTROL SILT FENCE DE`�AIL DRAWING NUMBER: mof PROPOSED SITE PLAN Y,6 T-001 , 00 0 0 ;JD ,Avpqm"%� U0 LOT I Et PAGE NO. PROJECT TITLE: REMOVE STOOP FOUNDATION REMOVE STOOP AND ROOF Aer I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I E.P. II I I I IUP /�/ DN. I I I II II I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I II I 1 1 STORAGE I I -LJ-1--LJ-1-LJ-1_LJi L ' REMOVE EXISTING u oll STAIRCASE I I _4 I KITCHEN II I REMOVE BRICK VENEER - ' ' I I I I i �� uo I I I I I I 1 1 1 EXISTING BEAM, LALLY i' ' ' BEDROOM #1 I I II , I I I ---JJ----- --� ' COLUMNS, AND FLOOR ... I I I I I I T- �-i----------- JOIST TO REMAIN EXISTING BASEMENT DOOR I ------------------- EXISTING BASEMENT DOOR ' � ----------------- �I AND STAIRS TO REMAIN ; '\, ; r _-----�-� �� AND STAIRS TO REMAIN BATHROOM `\\ \\ BEDROOM #2 II EXISTING STOOP & ENTRI' r ' -��-----%� r-------� r--� l i Ii1 UPI I I I FOUNDATION TO REMAIN ---------- EXISTING STOOP 0 REMAIN 11 REMOVE FLOOR FRAMING TO ALLOW i -�-/---- L-� J-L---7 ' FOR NEW STAIRCASE kJ •; ��' ENTRY REMOVE ALL INTERIOR VEST. " PARTITIONS -TYPICAL REVISION: DATE: _y r--1 I -- ----- I I I L I I I I X I I I I I I � ---------- REMOVE CHIMNEY - I Z- \y L----- L ------------ i 1 FLUE I i �, I I I I I I I 2 DOB 06.13.17 lel ; REMOVE BAY WINDOW�`� ; LIVING ROOM ; ; BEDROOM #3 1 DOB 08.16.16 1 1 v I I I I i PROJECT LOCATION: I I I I 111 I I I II \\\ 295 CENTRAL DRIVE MATTITUCK� NY 11952 I I I I I I I I I I I I I I I-------I I------� I I LL---_---------------------------- --_ J ------ DRAWING TITLE: EXISTING AND DEMOLITION PLANS PROJECT NUMBER: DRAWN BY: CHECKED BY: DEMOLITION NOTES: NAME: 1. MAINTAIN FIRST FLOOR EXTERIOR WALL FRAMING. MODIFY NAME: AS REQUIRED TO ACCOMMODATE NEW WALL DESIGN. STATE REGISTERED ENGINEER: 2, MAINTAIN FLOOR FRAMING NEW YORK LINCENSE NUMBER:"-,',, 3. REMOVE EXISTING DOORS AND WINDOWS AS INDICATED. NAME: 4. EXISTING FOUNDATION TO REMAIN. N N SIGN AND SEAL DRAWING NUMBER: - 1 BASEMENT EXISTING CONDITIONS & DEMOLITION PLAN SCALE: 1 /4"=.1 '-011 2 FIRST FLOOR EXISTING CONDITIONS & DEMOLITION PLAN SCALE: 1/4"=V11 A-001 , 00-0 PAGE NO. PROJECT TITLE I? O Ll r 1 EXISTING NORTH ELEVATION SCALE: 1/4"=V-011 EXISTING WEST ELEVATION SCALE: 1/4"=V-011 REVISION: DATE: 2 DOB 1 06.13.17 1 DOB 08.16.16 PROJECT LOCATION: 295 CENTRAL DRIVE MATTITUCK, NY 11952 DRAWING TITLE: EXISITING ELEVATIONS PROJECT NUMBER: ODRAWN BY: CHECKED BY: NAME: NAME: A 8STATE REGISTERED ENGINEER: NEWYORK LICENSE NUMBER::` t 00000 4,. u <, SIGN AND SEAL DRAWING NUMBER: A-002 . 00 3 EXISTING SOUTH ELEVATION SCALE: 1/4"=1 '-0" 4 EXISTING EAST ELEVATION SCALE: 114"=1 '-0" PAGE N0. PROJECT TITLE: q 4'-8 1/2" 491-011 ADDITION 10 NEIN CONCRETE FOUNDATION WALL AND FOOTING TO 4'-0" BELOW GRADE F -------------------------------------------------------- -- ------------------------ ------------------- , I I I I --------------------------------- I I I I I I I I I I I I I I I NEW CRAWL SPACE N ZO ; PROVIDE 2" RODENT i SLAB I � NEW PIERS TO SUPPORT N Z O Q CENTER BEAM AS REQ'D, 117 71 c 0 (�1 Q uoI I I I I I I I INFILL EXISTING STAIR OPENING WITH FLOOR FRAMING TO MATCH EXISTING II I I I I E.P. II STORAGE -------------------------------------------------------------— I I I I I I CONCRETE FORMED STEPS UO ' I WITH 2 RISERS TYP. TURNED DOWN SLAB EDGE G 29' — 0" FOUNDATION AS REQ'D. ' II EXISTING . UNFINISHED I ADDTION II BASEMENT TO C9 1 " ;,; REMAIN I II I 0 '\,A-7 JII m II l i . �� II I M upl I � z ' I U p REVISION: DATE: M NEW ' X STAIRCASE , � Lu EXISTING STOOP & ENTRY �� TO FIRST FOUNDATION TO REMAIN FLOOR I II I I I I II I I II I I I I I I 2 DOB 06.13.17 NEW TERRACE- SLAB ON GRADE i 1 Doe 108.16.16 PROJECT LOCATION: II I I I I II iii I EXISTING BASEMENT 295 CENTRAL DRIVE I � � WINDOW OPENINGS MATTITUCK NY 11952 EXISTING ; TO BE INFILLED, TYP. I I OILTANK I I I I I I LOCATION II I I I II I I I i II I I I I I I DRAWING TITLE: II I I � BASEMENT & I I � . I I I I z I I II 0 NEW CRAWL SPACE,wl FOUNDATION PLAN NEW PORCH i I I ' FOUNDATION o CONCRETE FOUNDATION WALL i i PROJECT NUMBER: — AND FOOTING TO4-0 BELOW p � w/RAISEDSLAB � I I r� ----------------------------------------------- ---------------------- ------ ------------------- ---------- � I GRADE I I � p II DRAWN BY: CHECKED BY: L- -- -------------------- < I I ----------------------------- I L ------------------------------ ----- J op 201 - 011 ADDITION NAME: NAME: �J 24'-8 1/2" VI F. 13' - 711 VI F. ol EXISTING GARAGE STATE REGISTERED ENGINEER: NEW YORK EXISTING BUILDING EXISTING DEMOLISHED LINCENSE NUMBER: ° NAME: ' r . i A i0, SIGN AND SEAL DRAWING NUMBER: A-003 . 00 1 BASEMENT & FOUNDATION PLAN SCALE: 1 /4"=1 '-011 PAGE NO. PROJECT TITLE: 4'-8 1/211 499_011 ADDITION 10 90 ® to I III I II I III I O \ / II — it H* Ir— it 1 1-++ O I S I 11 I , II II � 11 YI II 1 0 5 BEDROOM #1 BEDROOM #2 = _= MASTER O \\\ _ WALK—IN BATHROOM VAULTED ,''CEILING ( CLOSET z \ O O VAULTED I CEILING ' o CN z O 00 / \ O i / A�4+ So° ` ' NQ © HALLWAY D BATHROOM UQ Rm o, II Ii+�-+ ' II II STO AGEVAULTED Y CEILING ii If I II111111 IIII 11 o07--------E— / \ I /''MASTER LOGGIA ----J �' BEDROOM II ------------------------- / \ w 14 F_ 5 DN. DN. GREAT gO 10 11 13 ,/' ROOM O O O VAULTED \` CEILING 291 - 011 CO ADDTION ---------------, N. I 1 16 13 14 z of Io _ DORMERI I DORMER jj AWINDOBO EW I RAILING I BO EW -------------L ------� J I IT m cy) ( � I I I M ----------------ENTRY REVISION: DATE: I DN. TO 16 0 W O (0 DN' 1 I o' ' BASEMENT ' O I DORMERI I I DORMER I WINDOW I I I WINDOW ABOVE Ii ABOVE TERRACE ON GRADE ' DINING 2 DOB 06.13.17 11 DOB 08.16.16 ' REF. PROJECT LOCATION: \` 40 295 CENTRAL DRIVE \ MATTITUCK, NY 11952 KITCHEN `\ BAR STORAGE DRAWING TITLE: ------ FIRST FLOOR z2 CONSTRUCTION PLAN 00 PORCH MUD LAUNDRY ® o `— I- ROOM PROJECT NUMBER: i C9 � Z O W D DRAWN BY: CHECKED BY: 14' 2040 4i� 00 do ADDITION NAME: NAME: 24'-8 1/2" VI F. 13' — 7" VIF. EXISTING GARAGE STATE REGISTERED ENGINEER: EXISTING BUILDING EXISTING DEMOLISHED NEW YORK., C� LINCENSE NUMBER: NAME: -T,ik�- -> =rs; V. N SIGN AND SEAL DRAWING NUMBER: A-004 . 00 1 FIRST FLOOR CONSTRUCTION PLAN SCALE: 1/4"=1 '-0" PAGE N0. PROJECT TITLE: ----------------------------------------------------------------------------------------------------------- I I i I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I , METAL ROOF TYPE AND MATERIAL T.B.D. I I , I I I I I I I I I I I I I I I I I I I I I I I DORMERS ARE 35'-6" FROM I I PROPERTY LINE I , I , I , I , I I I I 1 I I I , I ��-7 I , I I , 4 NEW SfiED ROOF DORMERS AT RIDGE I i REVISION: DATE: i I i I i I i I i I i I i I i I � I i I--- - I 1 DOB 06.13.17 I 1 DOB 08.16.16 PROJECT LOCATION: i I i I I I I I 295 CENTRAL DRIVE MATTITUCK, NY 11952 I I I I I I I I I I I DRAWING TITLE: i I i I , I ROOF PLAN I I I I I I PROJECT NUMBER: � I � I I I I DRAWN BY: CHECKED BY: I I ------------------------------------------- I I . I I NAME: NAME: STATE REGISTERED ENGINEER: NEW YORK L ip LINCENSE NUMBER:` NAME: N SIGN AND SEAL DRAWING NUMBER: A-005 , 00 1 ROOF PLAN SCALE: 114"=1 '-0" PAGE NO. PROJECT TITLE: 35'-6"TO SETBACK 4'-9 Y" 191-0" 19'-0" TOP OF RIDGE TOP OF RIDGE 19'-0" TOP OF HIP 12 12 Ffl 9 9 RAFTER SPRING LINE RAFTER SPRING LINE Ey ;T000000u N'U ---- O Q 0'-0.. ZIA FINISH FLOOR ------ -- ---------------- — — FINISH FLOOR i I I I I I I I I I I --------------- ; I I I I I r -1 -------J ---------- 1 NORTH ELEVATION SCALE: 3116"=1 '-0" 2 WEST ELEVATION SCALE: 3/16"=1 '-0" REVISION: DATE: 35'-6"TO SETBACK 2 DOB 06.13.17 10 1 DOB 108.16.16 4'-9Y2" PROJECT LOCATION: 295 CENTRAL DRIVE MATTITUCK, NY 11952 191-0" TOP OF RIDGE 12 TOP OF RIDGE 3.5 1215'-7" DRAWING TITLE: 9 12 DORMER SPRING LINE /0000 000/ a 9 EXTERIOR ELEVATIONS 9'-0" IRV " PROJECT NUMBER: RAFTER SPRING LINE74— 9'-0RAFTER SPRING LINE DRAWN BY: CHECKED BY: NAME: -------------- ---------------------------- p._ .. Y FINISHFLOOR ----------------------------- ---- __ — � 0'-0" NAME: ----- --- ------------- FINISH FLOOR STATE REGISTERED ENGINEER: ---------------- NEW YORK------------------ I I I I I LICENSE NUMBER:," 00000 j> I—---------- I --------------- .` 'w I I I I -- ------- I ----------------j -------- -------J I ______ o --------- -----------I L---------- ----------� SIGN AND SEAL DRAWING NUMBER: A-006 . 00 3 SOUTH ELEVATION SCALE: 3116"=1 '-0" 4 EAST ELEVATION SCALE: 3116"=1 '-0" PAGE N0. PROJECT TITLE: f , NEW FOUNDATION WALL:8"THICK POURED CONCRETE WALL WITH#4 REBAR AT 24"OC HORZNERTICAL. CONTINUOUS 20"x10"FOOTING WITH(4)#4 LONGITUDINAL 8" BARS AND#4 TRANSVERSE BARS AT 48"OC GIRDER PIERS-MORTAR SET CONCRETE BLOCKSET ON SPREAD FOOTING TO SETTING HEIGHT OF GIRDER,SHIM BLOCKS FOR GIRDER TO BE MINIMUM 6"X6" [F1] [F1] [F1] i (3)9-1/2"LVL DROP GIRDER - . (3)9-112"LVL DROP GIRDER �•` i SPREAD FOOTING:24"x24"x10"THICK POURED CONCRETE DRILL AND EPDXY SET 12"LONG#5 REBAR FOOTINGS WITH(6)#4 REBAR BOTH WAYS. TYPICAL FOR[F1] DOWELS AT 24"OC-TYPICAL ALONG NEW FOUNDATION WALL CONNECTIONS i CONCRETE FORMED STEPS,2 RISERS t , - W REVISION: DATE: EX. BULKHEAD PERIMETER GRADE BEAM: 8"TH CK X 32" I DEEP POURED CONCRETE WALL WITH#4 .-._.._-. -. REBAR AT 24"OC HORZNERTICAL. WALL POURED ON COMPACTED SOIL BASE. 6 REDLINE CHANGES 06.13.17 " 4"THICK POURED CONCRETE FLOOR 5 TERRACE CHANGES 04.03.17 SLAB W/6X6#10/10 WELDED WIRE MESH 4 FOUNDATION DETAIL 04.01.17 ON 6"MINIMUM CLEAN COMPACTED 3 COVERAGECHANGES 01.17.17 SAND.WELDED WIRE MESH TO BE 1 FRAMING COMMENTS AND NOTES 07.16.16 LAPPED A MINIMUM 12"O.C.-TYPICAL 0 ISSUE FOR REVIEW 06,22.16 PROJECT LOCATION: 295 CENTRAL DRIVE MATTITUCK, NY 11952 NEW 8"THICK POURED DRAWING TITLE: CONCRETE WALOL WITH REBAR AT 24"OC 8' BASEMENT & HORZNERTICAL. CONTINUOUS 20"x10" syn, FOOTING WITH E BA LONGITUDINAL BARS AND FOUNDATION PLAN 4"THICK POURED CONCRETE FLOOR �,-8.. #4 TRANSVERSE BARS AT 48"OC ...s SLAB W/6X6#10/10 WELDED WIRE MESH ON 6"MINIMUM CLEAN COMPACTED SAND.WELDED WIRE MESH TO BE PROJECT NUMBER: LAPPED A MINIMUM 12"O.C.-TYPICAL DRAWN BY: CHECKED BY: 8" co NEW FOUNDATION WALL:8"THICK ENGINEER: 8„ POURED CONCRETE WALL WITH#4 EDWARD ARMUS ENGINEERING PLLC &'-JD uo uo, REBAR AT 24"OC HORZ/VERTICAL. EDWARD ARMUS,PE 0 36 DEER -v WATER MILL,NY 11 6,- 631 ~ 631-804.6267 3"POURED CONCRETE RAT 'c> SLAB ON COMPACTED GRADE FOOTING: CONTINUOUS 20"x8"FOOTING ': s WITH (2)#4 LONGITUDINAL BARS AND#4 TRANSVERSE BARS AT 48"OC WITH 18" +; LONG#4 DOWELS AT 24" bo ` µ ✓ - VARPOR BARRIER, 6 MIL PLASTIC 1-8 _ TYPICAL CRAWLSPACE WALL DETAIL FOUNDATION PLAN ( BASEMENT SHOWN ) SIGN AND SEAL SCALE: NTS DRAWING NUMBER: S-001 . 00 B0ASEMENT & FOUNDATION PLAN SCALE: 1 /4"=1 '-0" PAGE NO. 1 PROJECT TITLE: i 1 i HDR:(2)9-1/2 LVL : o : ISI I I I I I � I I I i . I II l i I ¢ i I . ! I�, ,rI = I • `I I I I . i i I : I ;I N f , ( ° Ifwl T i I I i I 1I I 1 1 1 1 1 1 1 I - i t l 'Wool N : : : : : (4)STUD POST. (4)STUD POST : : TO RIDGE N TO RIDGE I l l l l l o l I (4)STUD POST r• Ip I. I I I I I I I I I I I TO RIDGE I I I c laIw i M � t 1 1 1 1 1 1 N e -- - --- ---- — -- 9-1/2"LVL LEDGER - --- -. i , I I I ! I I Ii I i I I I I I i I I I I ' I w IL ,(4)STUD/POST- I I I I I j• :I I N I ; �-.I 1 1 1 1 1 1 I• I =1 I I I TO RIDGE I I I I . I I I I I I I LL r xf• , (2)9-1/2"LVL-NEW , w -,rr i - --- --- -- NEW STAIR OPENING - - z IN EXISTING FLOOR �t J EX.FJ TO - REMAIN REVISION: DATE: (2)9-1/2"LVL-NEW 6 REDLINE CHANGES 06.13.17 3 COVERAGE CHANGES 01.17.17 2 FRAMING COMMENTS AND NOTES 07.21.16 I !i 1 FRAMING COMMENTS AND NOTES 07.16.16 0 ISSUE FOR REVIEW 06.22.16 PROJECT LOCATION: 295 CENTRAL DRIVE Ll MATTITUCK, NY 11952 2X10 LEDGER ff DRAWING TITLE: I ( I I I I ! 1ST FLOOR LEVEL .., co 1 , FRAMING PLAN 04, -' -- - -- PROJECT NUMBER. LL DRAWN BY: CHECKED BY: ENGINEER: EDWARD ARMUS ENGINEERING PLLC EDWARD ARMUS,PE . 36 DEER RUN ` f WATER MILL;NY 11 7 i 631-804.6267 2 f-, f h G. 1ST FLOOR LEVEL FRAMING PLAN 1 S"T FLOOR SHOWN ) SIGN AND SEAL DRAWING NUMBER: S-002 , 00 1)-1ST FLOOR LEVEL FRAMING PLAN SCALE: 1 /4"=1 '-0" PAGE G N0. PROJECT TITLE: HDR:(2)11-1/2 LVL HDR:(2)11-1/2 LVL HDR:(2)11-1/2 LVL HDR:(2) 11-1/2 LVL HDR:(2)11-1/2 LVL > J _I 7 r ' v 0 0' U p p .- 0 2 co 00 - - - - 00 N 2X6 FALSE 2X6 FALSE cXv - RAFTERS RAFTERS . "7 w ., .•,t-,`' °'`" _ 2X6 FALSE - - - - : RAFTERS 2X6 FALSE RAFTERS " (4)STUD POST (4)STUD POST } TO RIDGE TO RIDGE ;;y i ..,.a:..... ... .. ..r-,. 2X6 FALS > �" - -- (4)STUD POST RAFTERS N I RAFTERS U FALSE i I I TO RIDGE r' U K, O EXISTING EXTERIOR WALL TOP PLATE O v ,'t.a', 'I TO BE REINFORCED WITH SIMPSON T CO CMST12 COIL STRAP,TOTAL 80"LONG WITH 40"LENGTH ON EACH SIDE WALL, U -- - - v r FASTEN EACH SIDE WITH 86-10d X 3" (4)STUD POST 00 _ COMMONS-TYPICAL OF ALL 4 EXISTING " , TO RIDGE I I N +. ,- HOUSE CORNERS - RAFTERS N - 2X6 FALSE - - -- - - 2X5 FALSE RAFTERS ? v lu I � HDR:(2)11 /2 LVL HDR:(2)11-1/2 LVL HDR:(2)11-1/2 LVL 2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR PROPOSED EXTERIOR WALL TOP PLATES TO BE REINFORCED WITH SIMPSON > CMST12 COIL STRAP,TOTAL 80"LONG p v z WITH 40"LENGTH ON EACH SIDE WALL, ; + FASTEN EACH SIDE WITH 86-10d X 3" COMMONS-TYPICAL OF ALL 3 OUTSIDE 2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR HOUSE CORNERS N0 SKYLIGHT OPENING SKYLIGHT OPENING LL 2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR LL 2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR N N o i REVISION: DATE: SKYLIGHT OPENING SKYLIGHT OPENING J CA CA LL ; .tea• ! I J j : ; 2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR N - p o 6 REDLINE CHANGES 06,13,17 F- = 3 COVERAGE CHANGES 01,17.17 2 FRAMING COMMENTS AND NOTES 07.21.16 2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR 1 FRAMING COMMENTS AND NOTES 07.16.16 0 ISSUE FOR REVIEW 06.22.16 J PROJECT LOCATION: EXISTING HOUSE,1ST FLOOR EXTERIOR WALL FRAMING OPTIONS J ' 1.EXISTING WALL STUDS AND TOP PLATES TO REMAIN. N COLLAR TIE ENDS 2.REMOVE TOP PLATES,SISTER NEW 9FT PRE-CUT STUDS TO N FASTENED WITH(15)16d N 295 CENTRAL D RIVE EXISTING WITH NEW TOP PLATES FOR 9-FT TALL EXTERIOR WALLS. COMMONS-TYPICAL o MATTITUCK, NY 11952 , - -- - -- HDR:(2)9-1/2 LVL DRAWING TITLE: EXISTING EXTERIOR WALL TOP PLATE TO BE REINFORCED WITH SIMPSON r= ..., : ..I' $E. _ !i' 1 ST FLOOR CEILING " CMST12 COIL STRAP,TOTAL 80"LONG . / r„ WITH LENGTH ON EACH SIDE WALL, AND HEADERS k t ! FASTENN EACH SIDE WITH 86-10d X 3" - COMMONS-TYPICAL OF ALL 4 EXISTING HOUSE CORNERS P ROJECT NUMBER „ DRAWN BY: CHECKED BY: HDR:(2)9-1/2 LVL HDR:(2)9-1/2 LVL HDR:(2)9-1/2 LVL ENGINEER: EDWARD ARMUS ENGINEERING PLLC EDWARD ARMUS,PE ., 36 DEER RUN . .. WATER MILL,NY 11976 631-804-6267,,'-) r, CEILING AND HEADER FRAMING PLAN ( 1ST FLOOR SHOWN ) - SIGN AND SEAL uo uo DRAWING NUMBER: S-003 . 00 1 CEILING AND HEADER FRAMING SCALE: 1/4"=1 '-011 PAGE NO. PROJECT TITLE: 0 0 af w 0 0 Aq _j XN cn cn 04 N x `ile C4 c\l IL"I 2X12 SLOPED RR AT 16"OC (2)14 LVL RIDGE 2X12 SLOPED RR AT 16"OC (4)STUD POST TO RIDGE 0 cl w # f f 2 w 0 c) : U) of �w _______._. ___5.5.55... _.____ \ _ ____ ._ _ _.____..—_ __ ii 7 FRAME OVER ROOFING F 7 2X12 SLOPED RR AT 16"OC j s X12 SLOPED RR AT 16"OC (3)11-1/4'LVL RAFTERS (3)11-1/4'LVL RAFTERS 4.8' DORMER OPENING DORMER OPENING ��+� TRIPLE 11-1/4 LVL RR UNDER TRIPLE 11-1/4 LVL RR DORMER WALL UNDER DORMER WALL (3)11-1/4'LVL RAFTERS (3)11-1/4"LVL RAFTERS 2X12 SLOPED RR AT 16"OC J w 2X12 SLOPED RR AT 16"OC 2X8 AT 16"OC (D (3)11-114'LVL RAFTERS (3) 11-1/4'LVL RAFTERS REVISION: DATE: 4.8' DORMER OPENING DORMER OPENING BUILT—UP RAFTERS TO COLLAR TIES TO TRIPLE 11-1/4 LVL RR UNDER TRIPLE 11-1/4 LVL RR BE EITHER(3)11-1/4"LVL OR 5-1/4 x 11-1/4 (—^� DORMER WALL UNDER DORMER WALL PSL—TYPICAL OVER EXISTING HOUSE (3)11-114"LVL RAFTERS (3)11-1/4"LVL RAFTERS 6 REDLINE CHANGES 06.13.17 3 COVERAGE CHANGES 0117.17 2 FRAMING COMMENTS AND NOTES 07.21.16 2X12 SLOPED RR AT 16"OC 1 FRAMING COMMENTS AND NOTES 07.16.16 0,ISSUE FOR REVIEW 06.22.16 '2X12 SLOPED RR AT 16"OC PROJECT LOCATION: ol 295 CENTRAL DRIVE ry MATTITUCK, NY 11952 w n X DRAWING TITLE: MAIN ROOF FRAMING PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: FRAME OVER ROOFING ENGINEER: EDWARD ARMUS ENGINEERING PLLC EDWARD ARMU.S,PE 36 DEER RUN WATER MILL-,NY 1191 631.804-6267 'C MAIN ROOF FRAMING PLAN (ROOF PLAN SHOWN ) SIGN AND SEAL DRAWING NUMBER: S-0045 00 uo tp nn- 1 MAIN ROOF FRAMING PLAN SCALE: 1 /4 11 11.011 PAGE NO. PROJECT TITLE: 0 0 ' Q 0 0 , - w w a p Q l� X N 2X1 2 SLOPED RR AT 16"OC �N� Q ^�J\ U 11-1/4"LVL RIDGE 2X12 SLOPED RR AT 16"OC to 2X12 SLOPED RR AT 16"OC I U o 7� E a 2X10 SLOPED RR AT 16"OC L i o L i 04 ui •'Y J N tiro O N FRAME OYER ROOFING 2X12 SLOPED RR AT 16"OC 2X12 SLOPED RR AT 16"OC - f DORMER OPENING DORMER OPENING TRIPLE 11-1/4 LVL RR UNDER TRIPLE 11-1/4 LVL RR I DORMER WALL UNDER DORMER WALL - 2X12 SLOPED RR AT 16"OCw 2X12 SLOPED RR AT 16"OC 7 Q f - DORMER OPENING DORMER OPENING REVISION: DATE: TRIPLE 11-1/4 LVL RR UNDER TRIPLE 11-1/4 LVL RR DORMER WALL UNDER DORMER WALL i 6 REDLINE CHANGES 06.13.17 3 COVERAGE CHANGES 01.17.17 2 FRAMING COMMENTS AND NOTES 07.21.16 1 FRAMING COMMENTS AND NOTES 07.16.16 2X12 SLOPED RR AT 16"OC 0 ISSUE FOR REVIEW 06.22.16 / o•_r. ?\ PROJECT LOCATION: �� _ . ._ _____ _. �A�T - 295 CENTRAL DRIVE 2X12 SLOPEMATTITUCK, NY 11952 D AT 6' OC 04 i 2X12 AT 16"OC I DRAWING TITLE: FRAME OVER ROOFING PLAN o J I X I 1 PROJECT NUMBER: i f04 FRAME OVER ROOFING DRAWN BY: CHECKED BY.- ENGINEER: Y:ENGINEER: EDWARD ARMUS ENGINEERING PLLC EDWARD ARMUS,PE 36 DEER RUN,,-- WATER UN,,WATER MILL,NY 11976 631-804-6267;` :~ MAIN ROOF FRAMING PLAN (FRAME OVER OLO0004 SIGN AND SEAL DRAWING NUMBER: 1 FRAMING OVER ROOFING „_ , S-005 ,011 000 SCALE. 1 /4 —1PAGE NO. PROJECT TITLE: R319.1.4 FOUNDATION WOOD GIRDERS: WOOD GIRDERS SEATED IN EXTERIOR FOUNDATION WALLS TO HAVE R703.7 MASONRY VENEER WALL TIES: 1"DISTANCE BETWEEN VENEER AND SHEATHING MAXIMUM INSTALL NAILING SCHEDULE GENERAL NOTES MINIMUM 112"AIR-SPACE ALL SIDES OR ENDS WRAPPED WITH ALUMINUM FLASHING. NO.22 U.S. GAUGE X 7/8"CORRUGATED SHEET METAL TIES SPACED NOT MORE THAN 24"O.C. NEW YORK STATE RESIDENTIAL CODE:ONE AND TWO FAMILY DWELLINGS CONNECTION FASTENING HORIZONTALLY AND VERTICALLY AND WITHIN 12"OF WALL OPENINGS. TYPE R319.3 FASTENERS FOR PRESSURE TREATED WOOD:HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, 1,JOIST TO SILL OR GIRDER 3-8d TOENAIL R301.2.1.1 WIND DESIGN CRITERIA:THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SILICONE BRONZE OR COPPER OR 1/2"DIAMETER STEEL BOLTS. R703.8 BRICK FLASHING' INSTALL FLASHING UNDER FIRST COURSE ABOVE FINISHED GRADE. IMMEDIATELY SYSTEMS HAVE BEEN DESIGNED TO RESIST HORIZONTAL LOADS ASSOCIATED WITH 120 ABOVE FLASHING PROVIDE WEEP HOLES 33"O.C.MAXIMUM 3/16"DIAMETER IN WYTHE OF WALL. 2.BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d TOENAIL MPH WIND LOADS FOR EXPOSURE B IN ACCORDANCE WITH MANUAL(ASCE 7)"MINIMUM R401.4 FOOTINGS:SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL WITH A 3.SOLE PLATE TO JOIST OR BLOCKING 3-16d at 16"O.C. FACE NAIL DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". WIND LOADS ARE RESISTED MINIMUM BEARING CAPACITY OF 3000 PSF MEETING THE REQUIREMENTS OF SEISMIC SITE CLASS D OR R801.3 ROOF DRAINAGE: IF EXPANSIVE OR COLLAPSIBLE SOILS EXISTS,ROOF DRAINAGE TO DISCHARGE BY EXTERIOR PLYWOOD SHEATHING AND INTERIOR WOOD STUD WALLS WITH GYPSUM BETTER PER TABLE 1615.11 OF NYS BUILDING CODE. FOOTINGS MAY ALSO BEAR ON ROCK OF MINIMUM S-0"FORM HOUSE OR TO AN APPROVED DRAINAGE SYSTEM. 4.STUD TO TOP PLATE 3-8d OR 2-116d TOENAIL BOARD. SEE WALL DETAILS FOR NAILING AND CONNECTORS. APPROVED COMPACTED FILL PLACE IN 8"MAXIMUM LIFTS. IN AREAS LIKELY TO HAVE EXPANSIVE, 5.STUD TO SOLE PLATE 3-8d OR 2-16d TOENAIL COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOIL TEST BYA APPROVED R802.3.1 WHERE CEILING JOISTS ARE NOT PROVIDED AT TOP PLATE,THE RIDGE FORMED BY THESE RAFTERS 6.DOUBLE STUDS 10d AT 24"O.C. FACE NAIL AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR SHALL ALSO BE SUPPORTED BY A RIDGE GIRDER AND RAFTERS SHALL BE DESIGNED IN LOCATION. ACCORDANCE WITH TABLE R802.5.1(2)USING THE"RAFTER SPAN ADJUSTMENT FACTOR". 7,DOUBLE TOP PLATES 10d AT 24"O.C. FACE NAIL TABLE R301.2(2) DOOR AND WINDOW REQUIRED DESIGN VALUES: R402.2 CONCRETE:A MINIMUM COMPRESSIVE STRENGTH IS REQUIRED AT THE FOLLOWING LOCATIONS AS R802.6 BEARING ENDS OF RAFTERS AND CEILING JOIST SHALL HAVE NOT LESS THAN 11/2"OF BEARING. 8.TOP PLATES,LAP AND INTERSECTIONS 2-10d FACE NAIL ALL EXTERIOR WINDOWS AND DOORS SHALL MEET MINIMUM WIND PRESSURES IN POUNDS PER SQUARE FOOT(P.S.F.) DETERMINED BY TABLE R402.2(SEVER WEATHERING COLUMN),PROVIDE 5%AIR ENTRAINMENT IN ALL 9.CONTINUOUS HEADER,TWO PIECES 16d AT 16"O.C.ALONG EACH EDGE FACE NAIL FOR 30'-0"MEAN ROOF HEIGHT,EXPOSURE B,ZONE 5 AS FOLLOWS: CONCRETE. R802.8 BLOCK BETWEEV 2"X 12"CEILING JOIST AT SUPPORTS TO PREVENT ROTATION. 10.CEILING JOISTS TO PLATE 10d TOENAIL - BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE BELOW GRADE: 2500 PSF 11.CONTINUOUS HEADER TO STUD 3 8d TOENAIL - ABOVE GRADE FOUNDATION WALLS,VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSF R802.9 TRIMMER JOIST: SINGLE HEADER AND TRIMMER FOR OPENINGS UP TO 4'-0"AND DOUBLED OVER - CATEGORY CATEGORY PORCHES AND GARAGE SLABS: 3500 PSF 4'-0"UNLESS OTHERWISE NOTED ON PLAN. CONNECT WITH HANGERS FOR HEADER JOIST SPANS 12.CEILING JOISTS,LAPS OVER PARTITIONS 4-8d FACE NAIL 6'-0"AND GREATER. WINDOW/DOOR SQ.FT.AREA 110 MPH WIND 120 MPH WIND R405.1 FOUNDATION DRAINAGE: INSTALL DRAINS AROUND FOUNDATION,RETAINING EARTH AND ENCLOSE 13.CEILINGS JOIST TO PARALLEL RAFTERS 3-10d FACE NAIL 10 SQ.FT. 29,1 P.S.F. 34.7 P.S.F. HABITABLE SPACE LOCATED BELOW GRADE. DRAIN SYSTEM NOT REQUIRED IN SAND-GRAVEL MIXTURE R905.2.6(2)ASPHALT SHINGLE ATTACHMENT: STRIP SHINGLES SHALL HAVE A MINIMUM OF 6 FASTENERS PER 14.RAFTER TO PLATE 3-10d TOENAIL SOIL PER GROUP 1 SOILS,TABLE R405.1. SHINGLE. FASTENERS TO BE MINIMUM 12 GAUGE SHANK WITH 3/8"MINIMUM DIAMETER HEAD TO 15.BUILT-UP CORNER STUDS 2-16d 24"O.C. IL 20 SQ,FT. 27.2 P.S.F. 32,4 P.S.F. PENETRATE THROUGH SHEATHING. APPLY 2 LAYERS OF FELT WITH ROOF PITCHES UP TO 4:12. 50 SQ.FT. 24.6 P.S.F. 29.3 P.S.F. R406.1 DAMPROOF/WEATHERPROOF FOUNDATIONS: FOUNDATION WALLS SHALL BE DAMPROOFED FROM 16.ROOF RAFTERS TO RIDGE,VALLEY,OR HIP 4-16d TOENAIL THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 318" R905.2.7.1 ICE PROTECTON: ICE BARRIER REQUIREMENTS PER TABLE R301.2(1),IF APPLICABLE:INSTALL PER 3-16d FACE NAIL 100 SQ.FT. 22.6 P.S.F. 26.9 P.S.F. PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE MANUFACTURER'S SPECIFICATIONS AT ALL EAVES TO A POINT AT LEAST 24"INSIDE EXTERIOR WALL DAMPROOFED WITH A BITUMINOUS COATING,3 POUNDS/SQUARE YARD OF ACRYLIC MODIFIED LINE AND AT ALL VX LEYS. 17.RAFTERS TIES RAFTERS FACE 3-8d FACE NAIL CEMENT,1/8"COAT OF SURFACE-BONDING MORTAR COMPLYING WITH ASTM C887. CONCRETE WALLS 18.SUBFLOOR TO FRAMING 8d COMMON 6"O.C.AT EDGES,12"O.C.INT.SUPPORTS SHALL BE DAMPROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED DAMPROOFING MATERIALS TO R905.2.7.2 UNDERLAYMENT: INSTALL UNDERLAYMENT WITH CORROSION RESISTANT FASTENERS PER 19,WALL SHEATHING TO FRAMING 8d COMMON 6"O.C.AT EDGES,12"O.C.INT,SUPPORTS THE EXTERIOR OF THE WALL. MANUFACTURER'S SPECIFICATIONS APPLIED ALONG THE OVERLAP NOT FARTHER APART THAN 36" R301.2.2 SEISMIC EXCEPTION:ONE&TWO FAMILY DWELLINGS IN SEISMIC CATEGORIES B AND C AND O.C. 20.ROOF SHEATHING TO FRAMING 8d COMMON 6"O,C.AT EDGES,12"O.C.INT.SUPPORTS(SEE NOTE B) TOWN HOUSES LOCA-ED I SEISMIC CATEGORY B ARE EXEMPT FORM SEISMIC REQUIREMENTS. R406,3.2 POROUS FILL: BACKFILL WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO HEIGHT OF V-0" 21.GYPSUM WALLBOARD 5d COMMON 4"O.C.AT EDGES,8"O.C.INT,SUPPORTS FOUNDATIONS TO BEAR ON SOIL OF SITE CLASS D OR BETTER FOR DWELLINGS TO BE ABOVE FOOTING FOR WELL DRAINED SITES,OR 112 THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED R905.9 BUILT-UP ROOFS: MINIMUM SLOPE 1/4"PER FOOT(2%)FOR DRAINAGE. SEISMIC CATEGORY C. SITES. COVER POROUS FILL WITH STRIPS OF 30 POUND ASPHALT PAPER OR 6-MIL POLYETHYLENE NOTE A NOTE B: TO PERMIT WATER SEEPAGE AND AVOID FINE SOIL INFILTRATION. R1001 MASONRY CHIMNEYS AND FIREPLACES: TO BE CONSTRUCTED IN ACCORDANCE WITH CODE SECTION ALL NAILS ARE SMOOTH COMMON OR DEFORMED SHANKS EXCEPT NAILS FOR ATTACHING ROOF SHEATHING TO INTERMEDIATE R301 A DESIGN LIVE LOADS: R1001.1-R1003.13. WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SUPPORTS SHALL BE SPACED 6"O.C.FOR MINIMUM 48"DISTANCE R301.6 EXTERIOR BALCONY: 60 PFF R406.3.3 BACKFILL: REMAINDER OF EXCAVATED AREA ABOVE POROUS FILL SHALL BE BACKFILLED WITH SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING FROM RIDGES,EAVES AND GABLE END WALLS;AND 4"O.C.TO GABLE WOOD DECK: 40 PSF SAME TYPE SOIL REMOVED DURING EXCAVATION. BACKFILL NOT TO BE PLACED AGAINST WALL UNTIL R1004 FACTORY BUILT FIREPLACES: TESTED IN ACCORDANCE WITH UL127 LABELING ON EQUIPMENT PER YIELD STRENGTHS AS FOLLOWS:80(KSI)(55 MPA)FOR SHANK END WALL FRAMING, L/240 ATTICS WITH STORAGE: 20 PSF WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE PER CODE SECTION CODE M1303&M1414.1 AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. EXTERIOR AIR DIAMETER OF 0.192"(20d COMMON NAIL),90 KSI(620 MPA)FOR SHANK L/360 FLOOR (NOT BEDROOMS): 40 PSF R404.1.7. INTAKE FROM EXTERIOR OF DWELLING"OR FROM SPACES WITHIN THE DWELLING VENTILATED WITH DIAMETERS LARGER THAN 0.142"BUT NOT LARGER THAN 0.177",AND L/360 BEDROOM FLOORS: 30 PSF OUTSIDE AIR SUCH AS CRAWL OR ATTIC SPACES". GARAGE AND BASEMENT EXCLUDED FROM OUTSIDE 100 KSI(689 MPA)FOR SHANK DIAMETERS OF 0.142"OR LESS. 1_/180 ROOF 45 PSF(GROUND SNOW LOAD) R408.1 CRAWL SPACE VENTS:PROVIDE 1 S.F.PER 150 S.F.OF FLOOR AREA. INSTALL VENTS WITHIN 3 AIR SOURCE. CHASES SHALL BE FIRE STOPPED AT EACH FLOOR AND CEILING AND INSULATED NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER L/240 ATTICS WITH FIXED STAIRS: 30 PSF FEET OF EACH CORNER OF FOUNDATION. CRAWL SPACE ACCESS PANEL TO BE MINIMUM 18"X 24", THOROUGHLY ON INSIDE AND OUTSIDE WALLS TO REDUCE AIR INFILTRATION. UNLESS MECHANICAL EQUIPMENT LOCATED PROVIDE A 22"X 30"ACCESS OPENING PER SECTION R310.2.2.4 MAXIMUM DEAD LOADS: M1305,1,4, M1305.1.1 FURNACES IN CLOSETS: TO HAVE A MINIMUM 30"CLEARANCE IN FRONT OF UNIT FOR SERVICE. ROOF/CEILING: 15 PSF CLOSET WIDTH TO BE MINIMUM 12"WIDER THAN FURNACE AND 3"MINIMUM CLEARANCE AT BACK FLOOR: 10 PSF R502.6 BEARING ENDS OF JOIST,BEAMS OR GIRDERS SHALL HAVE MINIMUM 1 1/2"OF BEARING ON WOOD AND SIDES. PROVIDE ACCESS PANEL OPENING LARGE ENOUGH TO REMOVE LARGEST APPLIANCE BUT EXTERIOR WALL: 15 PSF AND METAL AND 3"MINIMUM ON CONCRETE. JOIST FRAMING FROM OPPOSITE SIDES OVER BEARING NOT LESS THAN 22'X 30". FOR APPLIANCES LOCATED IN ATTIC,INSTALL SWITCH OPERATED INTERIOR WALL: 10 PSF SUPPORT MINIMUM LAP 3"MINIMUM(3)10D FACE NAILS. LEDGER STRIPS NOT UNLESS THAN 2"X 2". LIGHTING FIXTURE AND RECEPTACLE. PROVIDE CLEARANCES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. R502.7,1 JOIST BRIDGING: ONLY JOIST EXCEEDING 2"X 12"ARE REQUIRED TO BE SUPPORTED LATERALLY DEFLECTION TABLE R301.6 AT MID SPAN BY SOLID BLOCKING OR DIAGONAL BRIDGING(WOOD OR METAL)AT INTERVALS NOT M1307.3 APPLIANCES WITH IGNITION SOURCE SHARING GARAGE FLOOR TO BE ELEVATED 18"MINIMUM AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS EXCEEDING 8'-0". ENGINEERED JOIST BRIDGING PER MANUFACTURER'S INSTALLATION PROTECTED FROM IMPACTED BY VEHICLE. REQUIREMENTS, STRUCTURAL MEMBER DEFLECTION ALLOWABLE M1501.3 CLOTHES DRYER DUCT: NOT TO EXCEED 25'(EXCLUDING TRANSITION DUCT)AND REDUCED 2 1/2' R502.8 DRILLING AND NOTCHING DIMENSIONAL LUMBER: TO CONFORM TO SECTION R502.8,1 AND FIGURES FOR EVERY 45 DEGREE BEND AND 5'FOR EVERY 90 DEGREE BEND. INSTALL BOOSTER FAN FOR 1 Rafters having slopes greater than 3/12 U180 R508.8 SECTIONS R802.7.1 FOR JOIST,RAFTERS AND BEAMS/R602.6 FOR STUDS/R602.6.1 FOR ADDITIONAL LENGTHS. CLOTHES DRYER EXHAUST SYSTEM SHALL COMPLY WITH CODE SECTION 1 with no finished ceiling attached to rafters WALL PLATES/R602.7 FOR HEADERS AND FIGURE R602.6(1)AND(2). FOLLOW MANUFACTURER'S M1501.1 LISTED AND LABELED IN ACCORDANCE WITH UL2158A. EXHAUST DUCT SIZE SHALL COMPLY 3 1 h ZONE 1 ZONE 2 ZONE 3 SPECIFICATIONS FOR ENGINEERED WOOD PRODUCTS. WITH CODE SECTION M1501.2. FIELD 8"O.C. 12"O.C. 12"O.C. Interior Ovalis and partitions H/180 2 Floors and plastered ceilings U360 1 1 2 4 R502.12 DRAFT STOPPING:INSTALL 1/2"GYPSUM BOARD OF 3/8"PLYWOOD OR PARTICLE BOARD PARALLEL M1506.3 EXHAUST FANS: IN BATHS WHEN REQUIRED TO HAVE MECHANICAL EXHAUST CAPACITY OF 50 CFM 2 PANEL EDGES 4"O.C. 6"O.C. 6"O.C. UQ All other structural members U240 TO OPEN WEB FLOOR JOISTS WITH FINISHED TOP AND BOTTOM FLANGES EVERY 1000 SF OF INTERMITTENT OR 20 CFM CONTINUOUS. Exterior walls with plaster or stucco finish H/360 CONCEALED SPACE. PROVIDE STOP MATERIAL AT SUSPENDED CEILINGS UNDER FLOOR FRAMING 1 1 EVERY 1000 SF OF CONCEALED SPACE. G2426.5.3 CHIMNEY TERMINATION: CHIMNEYS SHALL EXTEND T-0"ABOVE THE HIGHEST POINT WHERE IT 4' Exterior walls-wind loads with brittle finishes U240 PASSES THROUGH ROOF AND AT LEAST 2'-0"ABOVE ANY PORTION OF ROOF WITHIN HORIZONTAL 1< COMPONENT AND CLADDING LOADS Exterior walls-wind loads with flexible finishes L1120 R503,2 SHEATHING: DISTANCE OF 10'-0". 4' / SUBFLOORING 16"O.C.SUPPORT(5/8")MINIMUM 24"O.C.SUPPORT(3/4")MINIMUM P2801,5 WATER HEATERS: NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A GALVANIZED STEEL PAN NOTE: L=SPAN LENGTH,H=SPAN HEIGHT ROOF SHEATHING 16"O.C.SUPPORT(1/2")MINIMUM HAVING A MINIMUM THICKNESS OF 24-GUAGE AND 1 1/2"DEEP AND PROVIDED WITH A DRAIN LINE. A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT TABLE R803.1> 24"O.C.SUPPORT(5/8")MINIMUM MAIN WINDFORCE-RESISTING SYSTEM LOADING DIAGRAM(MWFRS) AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. WALL SHEATHING (1/2")MINIMUM NOTE: CODE SECTION 1225.2 LOCATION OF CARBON MONOXIDE DETECTORS: AT LEAST ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED SEE NAILING SCHEDULE TABLES R602.3(1)AND(2)FOR FASTENING. ALL ROOF AND WALL IN EACH DWELLING UttiT. THE REQUIRED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN THE IMMEDIATE H PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE,SHALL MEET THE VICINITY OF BEDROOAI(S)ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). H F R:303 (1)HABITABLE ROOM VENTING:WINDOW OPENING MINIMUM 4%OF FLOOR AREA OR REQUIREMENTS FOR THE LATEST EDITION OF THE U.S.PRODUCTS STANDARDS PS-1,AND SHALL BE C' V MECHANICALLY VENTED PRODUCING 0.35 AIR CHANGE PER HOUR EXCEPT BEDROOMS AND IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION F y G E FINISHED BASEMENTS. E I G PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES OF ALL r (2)HABITABLE ROOM LIGHTING:GLAZING MINIMUM 8%OF FLOOR AREA OR ARTIFICIAL LIGHT OF . EXTERIOR WALLS. IF PLYWOOD STOPS AT PLATE, THEN PROVIDE SIMPSON LSTA18 STRAPS OF 48" I I END ZONE 6 FOOT CANDLES AT 30"ABOVE FLOOR. O.C.AND CORNERS,NAILED TO STUDS WITH 10D NAILS IN HOLES PROVIDED. CENTER STRAPS ON TABLE R301,2(1)CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA PLYWOOD JOINT. USE LSTA30 STRAP IF PLYWOOD DOES NOT OVERLAP BOTH THE TOP AND BOTTOM R303.8 HABITABLE ROOM FEATING:CAPABLE OF MAINTAINING MINIMUM 68 EGRESS AT A POINT 36" PLATES OF THE SAME LEVEL. ABOVE FLOOR AND 24'FROM EXTERIOR WALL. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM(1,2) WINTER ICE SHIELD FLOOD \ SUB FLOORING SHALL BE INSTALLED WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK JOINTS SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE(c) DECAY DESIGN UNDERLAYMENT HAZARDS R305.1 MINIMUM CEILING HEIGHTS:7'-6"MINIMUM IN HABITABLE ROOM. MINIMUM BASEMENT IN ADJACENT COURSES:LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY LOAD (MPH) CATEGORY(g) DEPTH(b) TEMP(f) REQUIRED (h) REVISION: DATE: HEIGHTS:7'-0"MINIMUM,6-8"UNDER GIRDERS,DUCT,ETC. BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY INSTALLED, 25 130 (c)SEE NOTE SEVERE 36" MODERATE SLIGHT +11 (c) YES SEE NOTE R308.4(6) GLAZING OF HAZARDOUS LOCATIONS:ALL GLAZING WITHIN 24"OF HINGED DOOR IN ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS;LOCATE END 9F�ry CLOSED POSITION MUSH HAVE SAFETY GLAZING UNLESS SILL HEIGHT IS 60"ABOVE JOINTS OVER SUPPORTS;STAGGER JOINTS;PROVIDE METAL H CLIP AT JOINTS AT SIDES OF PANELS GF< RFT SAVE REFERENCE CORNER FLOOR. WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN 5/8"THICK FOR SI:POUND PER SQUARE FOOT=0.0479KN/M3,1 MILE PER HOUR=1,609 KM/H �UgTF N A A� HEIGHT C EIGHT // 1.ROOF HEIGHT<24 FT. R308.4(10) STAIRWELL WINDOWS:WINDOW SILLS AT STAIR LANDINGS LESS THAN 60"SHALL HAVE ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE 1 LAYER OF 3/4"UNDERLAYMENT BOARD TRANSVERSE ° 2,3 SEC.GUST WIND SPEED=130 MPH ( ) A.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OF GRADE OF MASONRY T SATISFY THE 2a SAFETY GLAZING. OR OTHER APPROVED EQUAL,OVER SUBFLOOR,FLOORS TO BE COVERED WITH OAK FLOORING, STRUCTURAL REQUIREMENTS OF THIS CODE, THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE 2a LON_c_I_TUVI_N. 3.IMPORTANCE FACTOR"V=1.00 GRANITE OR CERAMIC TILE SHALL HAVE 1 LAYER OF 23132 SUBFLOORING. WEATHERING INDEX(I.E."NEGLIGIBLE","MODERATE"OR"SEVERE")FOR CONCRETE AS DETERMINED FROM 4.EXPOSURE=B R309.1 DOORS FROM GARAGE INTO HABITABLE SPACE:45 MINIMUM FIRE RATED WITH SELF-CLOSING 4 FOUNDATION DETAIL 04,01.17 DEVICE. R602.3.2 WALL DOUBLE TOP PLATE END JOISTS TO OFFSET MINIMUM 24", THE WEATHERING PROBABILITY MAP[FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE MAIN WINDFORCE-RESESTING SYSTEM LOADING DIAGRAM(MWFRS) 3 COVERAGE CHANGES 01,17.17 DETERMINED FROM ASTM C34,C55,C62,C73,C90,C129,C216 OR C652. B.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1). THE WIND LOAD ROOF 1 FRAMING COMMENTS AND NOTES 07.16.16 R309.2.1 GARAGE WALLS:5/8"TYPE-X GYPSUM BOARD ON GARAGE SIDE,1/2"TYPE-X GYPSUM R602.3.3 BEARING STUDS: WALL STUDS TO BE WITHIN 5"MAXIMUM UNDER BEARING MEMBERS UNLESS 2 VERTICAL LOADS ( ) JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW VELOCITY DIRECTION ANGLE A B C D E F G H 0 ISSUE FOR REVIEW 06.22.16 BOARD ON OPPOSITE WALL SIDE OF HABITABLE AREAS. 2"X 6"OR(3)2"X 4"PLATES ARE INSTALLED. FINISH GRADE. PROJECT LOCATION: C.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"VERY HEAVY","SLIGHT TO MODERATE",OR 130 MPH TRANSVERSE O'TO 5' +22.8 -11.9 +15.1 -7.0 -27.4 -15.4 -19.1 -12.1 R309.2.2 GARAGE CEILING:518"TYPE-X GYPSUM BOARD. R602.8(1-5)FIRE BLOCKING: FIREBLOCK ALL CONCEALED DRAFT OPENINGS(VERTICAL AND HORIZONTAL) "NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON WHETHER THERE HAS BEEN A LONGITUDINAL ALL ANGLES +22.8 -11.9 +15.1 -7.0 -27.4 -15.4 -19.1 -12.1 BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE. FIRE STOP MATERIAL TO BE WOOD HISTORY OF LOCAL DAMAGE. WIND LOAD ROOF MAX.HORIZONTAL WALL LOADS R310.1 FINISHED BASEMENT EGRESS WINDOWS SILL HEIGHT MAXIMUM 44"ABOVE FLOOR. BATTS OR BLANKETS SECURELY RETAINED IN PLACE PER SECTIONS R602.8(1),(1.1)AND(1.2). D.THE JURISDICTIONS SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVER","SLIGHT TO VELOCITY DIRECTION ANGLE 1E I 4E 1 1 4 MODERATE",OR"NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(7)DEPENDING ON WHETHER R310.1.1 WINDOW EGRESS;OPENING REQUIREMENTS:NET CLEAR OPENING FIRST FLOOR 5.0 S.F., R702.3/TABLE 702.3,5 GYPSUM BOARD: INSTALL OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING TRANSVERSE O'TO 5' +17.3 -13,4 +12.7 -10.3 295 CENTRAL DRIVE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. SECOND FLOOR 5.7 S.F.,MINIMUM HEIGHT OPENING 24,MINIMUM WIDTH OF OPENING STRIPS @ 24"O.C.MAXIMUM. PREVENT EXPOSURE TO WEATHER. ATTACHING GYPSUM BOARD TO E.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED 130 MPH LONGITUDINAL ALL ANGLES +17.3 -13,4 +12.7 -10.3 20", WOOD FRAME AS FOLLOWS(UNLESS NOTED OTHERWISE). SCREWS SHALL BE TYPE S OR W AND PENETRATE WOOD 5/8"MINIMUM,12"O.C.FOR CEILING AND 16"O.C.FOR WALLS. NAILING TO ACCO GURE E WITH WIND EXPOSURE SHALL BE DETERMINED ON ASITE-SPECIFIC BASIS IN 1 1 R:310.2 EGRESS BASEMENT WINDOW WELLS:MINIMUM NET CLEAR AREA TO BE 36"X 36". PROVIDE CEILING WOOD FRAME TO BE 7"O.C.AND 8"O.C.AT WALLS. ACCORDANCE WITH SECTION INTER301.2.DE MATTITU C K NY 1 1 952 F.REFER TO TABLE N1101.2"WINTER DESIGN DRY-BULB TEMPERATURE COLUMN. STEPS OUT OF WELL IF BASE HEIGHT TO GRADE EXCEEDS 44". G.THE JURISDICTION SHALL FILL THIS PART WITH THE SEISMIC DESIGN CATEGORY DETERMINED FRO SECTION ' R703.2 ASPHALT SATURATED FELT: 15 POUND PER 100 SF APPLIED HORIZONTALLY WITH THE UPPER LAYER R301.2.2.1. CLIMATIC AND GEOGRAPHIC DESIGN DATA R311.3 HALLWAYS:MINIMUM 36"CLEAR WIDTH. LAPPED OVER LOWER MINIMUM 2". LAP 6"AT JOINTS. H.THE JURISDICTION SHALL FILL THIS PART OR THE TABLE(a)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER R:311.4.3 LANDINGS AT DOORS: MINIMUM 36"X 36"LANDING REQUIRED IF(3)OR MORE RISERS R703.6 EXTERIOR PLASTER(STUCCO): INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH MANAGEMENT OF FLOOD HAZARD AREA),(b)THE DATES OF THE CURRENT EFFECTIVE FIRM AND FBFM,OR SNOW SPEED(MPH) DESIGN DESIGN REQUIRED. ASTM C926 AND ASTM C1063 AND THE PROVISIONS OF THIS CODE. OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED. LOAD &EXPOSURE CATAGORY WEATHERING FROST LINE TERMITE DECAY TEMP. I.SEE FIGURE R301.2(5)FOR GROUND SNOW LOADS. DEPTH DRAWING TITLE: R311.6 RAMPS:MAXIMUM SLOPE ONE UNIT VERTICAL TO 8 UNITS HORIZONTAL(1 IN 8 SLOPE). TABLE 703,11 EXTERIOR VINYL SIDING: MINIMUM 0.035 THICKNESS,LAP JOINT 0.120 X 1 1/2"LONG NAILS PROVIDE HANDRAIL ON SIDE FOR SLOPES THAT EXCEED 1 IN 12. OR STAPLES 13/4"LENGTH EACH STUD. 130 mph TYPICAL NEW YO R K 25 pet 3 sec,gust B SEVERE 36 in. MODERATE SLIGHT TO 11 R:314.1 STAIR:STAIR WIDTH MINIMUM 36"WITH MINIMUM CLEAR OPENING 31.5"WITH HANDRAIL ONE exp.B TO HEAVY MODERATE C� SIDE AND 27"HANDRAIL BOTH SIDES. INTERIOR AND EXTERIOR STAIRS TO BE ILLUMINATED. STATE CODE NOTE PREFABRICATED WOOD TRUSS NOTES: ENERGY EFFICIENCY: R:314.2 TREADS AND RISERS:MAXIMUM RISER HEIGHTS 1/4", MINIMUM TREAD DEPTH 9"PLUS TOTAL LOAD VERTICAL TRUSS DEFLECTION SHALL BE LIMITED TO 0.75"AND HORIZONTAL DEFLECTION SHALL BE NOSINGS 3/4"-1 1/4"MAXIMUM. OPEN RISERS NOT PERMITTED ON RISES GREATER THAN LIMITED TO 0.50". STRUCTURE IS TO BE UNCONDITIONED AND THEREFORE IS EXEMPT FROM THE ENERGY EFFICIENCY PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE. 30". MAXIMUM 3/8"TREAD AND RISER VARIANCE WITHIN STAIR RUN, MINIMUM TREAD TABLE R703.7.3 PROJECT NUMBER: WIDTH 6"ON WINDERS. ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER 1. EXTERIOR WALLS SUPPORTING ROOF TRUSSES THAT EXCEED 40'-0"IN LENGTH SHALL BE DOUBLE 2X4 STUD WALLS. R:311.5 STAIR HEADROOM: MINIMUM 6'-8"MEASURED VERTICAL. SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES NO.OF 1/2"OR EQUIVALENT 2. MULTIPLE STUDS SHOULD BE USED DIRECTLY BENEATH ANY MULTIPLE PLYTRUSS GIRDER. USE SAME f DRAWN BY: CHECKED BY:R311.5.6 HANDRAILS:PROVIDE 34"-38"HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIRWAYS WITH A,C(INCHES) ABOVE ABOVE ABOVE REINFORCING BARS B NUMBER OF STUDS AS THE NUMBER OF PLIES IN THE TRUSS MEMBER, DOUBLE 2X4 OR SINGLE 2X6 �I �� I STUDS SHOULD B USED AT INTERIOR BRIDGE WALL SUPPORTING ROOF TRUSSES. 6 �✓ / 2 OR MORE RISERS. 3 x 3 x 114 6'-0" T-6" T-0" 1 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE /// 4 x 3 x 1!4 8'-0" 5'-0" 3'-0" 1 FOLLOWING STANDARDS: (5q-(!2 ZR312 GUARDRAILS:PORChES,BALCONIES AND STAIR LANDINGS 30"ABOVE FLOOR OR GRADE TO BE A)ANSI/TPI 1"NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". (/J� j (l l INSTALLED WITH 36"HIGH RAILINGS,BALUSTERS NOR TO ALLOW PASSAGE OF A SPHERE 4" 6 x 3 112 x 1/4 14'-D" 8'-0" 3'-6" 2 B)TPI HIB'COMMENTARY AND RECOMMENDATIONS FOR HANDLING AND INSTALLING&BRACING METAL / OR MORE IN DIAMETER. 2-6 x 3 1/2 x 1/4 20'-0" 11'-0" 5'-0" 4 PLATE CONNECTED WOOD TRUSSES". C)TPI DSB"RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE R313.1 SMOKE ALARMS:INSTALL SMOKE ALARMS IN ALL BEDROOMS AND IN IMMEDIATE VICINITY CONNECTED WOOD TRUSSES". v--,9 (�(�� a d ENGINEER: OUTSIDE OF BEDROOMS. INSTALL ONE SMOKE ALARM ON EACH LEVEL INCLUDING SEE FOOTNOTES C FOR LINTEL INSTALLATION REQUIREMENTS. 4. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING MINIMUM DESIGN LOADS: TCLL=32 EDWARD ARMUS ENGINEERING PLLC BASEMENT. INTERCONNECT ALL ALARMS. A. LONG LEG TANGLE SHALL BE PLACED INA VERTICAL POSITION PSF, TCDL=15 PSF, BCLL=10 PSF, AND BCDL=10 PSF; PLUS UNBALANCED SNOW LOADING, GROUTED SOLID. REINFORCING BARS SHALL EXTEND NOT LESS THAN 8 INCHES INTO THE SUPPORT. B. DEPTH OF RE THE REINFORCED LINTELS SHALL NOT BE LESS THAN 8 INCHES AND ALL CELLS OF HOLLOW MASONRY TO BE WIND LOADING AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY THE NYS EDWARD ARMUS,PE R313.5 AUTOMATIC SPRINKLER SYSTEM: BUILDINGS HAVING A HEIGHT OF 3 STORIES SHALL BE BUILDING CODE. . r I EQUIPPED WITH AUTOMATIC SPRINKLERS IN ACCORDANCE WITH NFPAI3D. C. STEEL MEMBERS INDICATED ARE ADEQUATE TYPICAL EXAMPLES,OTHER STEEL MEMBERS MEETING STRUCTURAL 5. SHOP DRAWINGS AND DESIGN CALCULATIONS BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF I -� / r b � - 36 DEER RUN A SPRINKLER SYSTEM IS REQUIRED WHEN FIRST STORY IS BASEMENT WHERE THE FINISHED DESIGN REQUIREMENTS MAYBE USED. NEW YORK SHALL BE SUBMITTED TO THE DESIGNER FOR APPROVAL. SHOP DRAWINGS SHALL SHOW THE tit 111 [2- WATER MILL,N_Y 1976,,- FLOOR ABOVE BASEMENT IS: SPECIE,SIZE AND GRADE OF LUMBER USED ALONG WITH THE MEMBER FORCES,PLATE SIZES AND DETAIL 631.804-067 ' 1. MORE THAN 6 FEET ABOVE GRADE FOR 50%OR MORE OF EACH TYPE OF TRUSS PROVIDED, Pokc�i 2. MORE THAN 12 FEETATANYPOINT R703.7.2 BRICK AND STONE HAVING AN INSTALLED WEIGHT LESS THAN 40 PSF SHALL BE PERMITTED TO BE 6. ALL LUMBER USED IN THE FABRICATION OF TRUSSES SHALL BE STRESS GRADED. �y�/J3. MORE THAT 6 FEET ABOVE GRADE PLANS SUPPORTED ON WOOD. SEE SECTION R703.7,2.1 FOR LINTEL SUPPORT BY FRAME WALL,NOT ROOF, 7. CONNECTION PLATES SHALL BE STAMPED FROM 16,18,OR 20 GAGE,GRADE A,GALVANIZED STEEL r 8. TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY � ? NOTE: ALL LUMBER TO BE HEM FIR#2 OR BETTER CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO INSURE TIGHT FITTING JOINTS. 9. TRUSSES SHALL BE INSTALLED PLUMB,ADEQUATELY BRACED,IN THE PROPER ORIENTATION AND SPACING R319.1 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE PRESERVATIVE R703.7.2.2 BRICK LINTEL SUPPORT BY ROOF CONNECTION: SET STEEL ANGLE DIRECTLY ON MINIMUM 2X6 SHOWN ON THE SHOP(DRAWINGS. r, TREATED. ROOF RAFTERS. ATTACH ROOF RAFTERS TO WALL WITH 5/8"X 5"LAG SCREWS TO MINIMUM 10. CUTTING OR FIELD ALTERATION OF ANY TRUSS IS NOT PERMITTED,. THREE WALL STUDS,REMAINING RAFTERS SHALL BE ANCHORED WITH(2)10D NAILS AT EVERY WALL 11. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE R319.1.3 ALL SILLS AND SLEEPERS ON SLAB TO BE PRESSURE TREATED UNLESS IMPERVIOUS STUD SPACING. INSTALL FLASHING AND WEEP HOLES. MAXIMUM HEIGHT OF BRICK VENEER ABOVE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS BEEN DESIGNED AND INSTALLED MOISTURE BARRIER UNDER SLAB IS INSTALLED. (TREATMENT OF WOOD IN ACCORDANCE LINTEL TO BE:12'-8",WITH MAXIMUM 7:12 ROOF PITCH. FOR THE INSTALLATION OF THE TRUSSES. WITH AWPAC22) SIGN AND SEAL DRAWING NUMBER: S-006 . 00 PAGE NO. PROJECT TITLE: CONTINUOUS RIDGE VENT COBRA RIDGE COVER W/ ROOF RAFTER TIES @ 16" O.C. VENT OR EQUAL INSTALL AS PER SHINGLE RIDGE CAP MODELMANUF'S INSTRUCTIONS MIN (14)) 10-10-D� 2 ROOF RAFTERS 5/8" GYPSUM BOARD NAILS RAFTER TIES RAFTER CONNECTOR ® 12" @ 16" O.C. LTWGT ARCHITECTURAL @ 16" O.C. RIDGE ® ® MODEL 'CS20' SHINGLES SHINGLES OVER SIDING # 15 ROOFING FELT OVER DBL. TOP PLATE ® ® 1/2 ' THK (CDX.) FELT OR HOUSEWRAP ® ® PLYWOOD MIN (14) 10-D NAILS ALL JOINTS TO BE 1" MIN. AIR SPACE TAPED & SEALED 5/8" CDX PLYWOOD SHHEATHING 0 FLASH AND BATT INSULATION- RIDGE NSULATIO RIDGE BOARD OR OR 2" CLOSED CELL SPRAY FOAM ROOF RAFTER BEAM (SEE PLANS) DILUMBERAL CENTER R-15 FIBERGLASS INSULATION ROOF RAFTERS (SEE PLANS FOR S�,� SIZE & SPACING) where studs dont align w/ rafters 2"x 6" STUDS @ 16"O.C. E7777 '7 : INSTALL ICE AND WATER SHIELD AT EAVES, VALLEYS, INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 RAFTER-TO-RAFTER CONNECTION TYP. @ EACH RAFTER TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS TYP. @ EACH RAFTER TYPICAL FLOOR JOISTS SPACING AND METAL TYPICAL EXTERIOR WALL CONSTRUCTION 02 O MODEL 'C'S20' BY SIMPSON STRONG TIES M ' MODEL LTS BY SIMPSON STRONG TIES O CROSS BRACING O TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDUL Use every other nail hole JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS in a row to provide the 12" COMMON BOX NAILS REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK ROOF RAFTERS code-required minimum END center-to-center 00 LENGTH NAILS RAFTER CONNECTOR spacing for nails USE STATE) LIVE LOAD DEAD LOAD MIN (14) 10-D NAILS MIN (14) 10-D NAILS EA. ROOF FRAMING EXTERIOR BALCONIES 60 psf 10 RAFTER TO TOP PLATE (TOE-NAILED) (TABLE 3.4A) 3-8D 3-1 OD PER RAFTER psf 1.0 Ul DBL. TOP PLATE WALL STUD ;_0 DECKS 40 psf 10 psf 36CUT2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-81D 3-1 OD PER JOIST PASSENGER VEHICLE GARAGES 50 sf as er la BASE PLATE LENGTH P p p CL AR TABLE 3.4A SPAN CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 6-16D 40D EACH LAP ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 10 psf GALV. MEATL STRAP TAB A ATTICS WITH STOTAGE (ROOF ABOVE 3 PITCH) 20 psf 10 psf @ 16" O.C. CEILING JOIST TO LAPS OVER PARTITIONS 6-16D 40D EACH LAP MODEL 'CS20' FACE-NAILED TABLE 3.9A ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf RIM JOIST COLLAR TIE TO RAFTER (FACE-NAILED) 3-81D 3-10D PER TIE TABLE 3.6A SLEEPING ROOMS 30 psf 10 psf o DBL TOP PLATE E12" ND BLOCKING TO RAFTER TOE-NAILED 2-8D 2-10D EACH END STAIRS 40 psf 10 psf WALL STUD LENGTH - 2-16D 3-16D EACH END GUARDRAILS AND HANDRAILS 200 lbs 10 psf Providee minimum n e WALL FRAMING ROOF LOADING (LIVE = GROUND SNOW LOAD 12 psf for Equal number of r° TOP PLATE TO TOP PLATE (FACED NAI 2-16D 2-16D PER FOOT attic \A-V ADJUSTMENTS AS PER FIGURE R301.2(5) OF THE 20 psf 15 psf for specified nails TOP PLATES AT INTERSECTIONS FACE-NAILED 4-16D 5-16D JOINTS EACH SID RESIDENTIAL CODE OF NEW YORK STAE) cth in each end STUD TO STUD (FACEAI 2-16D 2-16D 24" STUD TO STUD PLATE TO RIM HEADER TO HEADER FACE-NAILED 16D 16D 16" O.C. AT EDGES RAFTER 17IE DETAILS TYP. @ EACH RAFTER TOP OR BOTTOM PLATE TO STUD ND-NAI 2-16D 2-40D PER STUD JOIST TO TOP PLATE_ TO STUD CONNECTION @ 16" O.C.6 MODEL 'MTS30' BY SIMPSON STRONG TIES BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16D 2-40D PER FOOT O MODEL BP BY SIMPSON STRONG TIES ENDJOIST OR BLOCKING FACE-NAILED NAILING & STRAPPING @ EXTERIOR FASTENING SCHEDULE B "SIMPSON" HDQ8 2-16d COMMON FLOOR FRAMING WINDOW ROUGH CP�NING FRAMING REQUIREMENTS FOR WINDOW DOOR HEADER OPENING (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION "SIMPSON" PHD NAILS @ 6" o.c. J JOIST TO SILL, TOP PLATE OF GIRDER (TOE-NAILED) 4-8D 4-10D PER JOIST MANUAL 2015 EDITION) FOR FULL LENGT PLATES NOTATION OF STUD BRIDGING _ 2-8D 2-10D EACH END ROUGH A B C 7DE F REVISION: DATE: \ BLOCKING TO JOIST TOE-NAILED 2-8D 2-10D EACH END OPNS BLOCKING © BLOCKING0 SI ORT P ATE TOE-NAILED, 3-16D 4-16D EACH BLOCK A 21- O" 2 (1) 2"x4" 1 1 1 1 BLOCKI L LEDGER STRIP TO AM (FACE-NAILED) 3-16D 4-16D EACH JOIST ENDWJOIST ON LEDGER TO BEAM TOE-NAILED 3-81D 3-1 OD PER JOIST 4'-0" 4 (1) 2"x4" 2 2 2 2 BAND JOIST TO JOIST ND-NAILED 3-16D 4-16D PER JOIST 6'-O» (2 2"x4" or 3 3 3 3 BAND JOIST TO SILL OF TOP PLATE TOE-NAILE 2-16D 3-16D PER FOOT B D 6 (2 1 2,X4,6 or 4 FOUNDATION DETAIL 04,01.17 ' " 3 COVERAGE CHANGES 01.17.17 ROOF SHEATHING E 8 -0 8 1 2"x6" 3 3 3 3 1 FRAMING COMMENTS AND NOTES 07.16.16 C 10'-0" 2 2"X6" 4 4 4 4 0 ISSUE FOR REVIEW 06.22.16 STRUCTURAL PANELS 8-D 10D 6" EDGE 12"FIELD 10 ( ) PROJECTLOCATION: HEADER 12 DIAGONAL BOARD SHEATHING 12'-0" 12 (2) 2"x6" 5 1 4 5 4 1"X6" OR 1"X8" 2-8D 2-10D PER SUPPORT F A- NUMBER OF 8d NAILS @ EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE 6A P. 316) "SIMPSON" HD Q8 1"X10" OR WIDER 3-8D 3-10D PER SUPPORT "SIMPSON" PHD6 CEILING SHEATHING B- NUMBER OF SILL STUDS (ON FLAT) (DOES NOT APPLY TO DOORS) (TABLE 3.23B, P.193) 295 CENTRAL DRIVE NOTE: C- NUMBER OF FULL HEIGHT KING STUDS @ EA. SIDE OF HEADER (TABLE 3.23C, P.193) 1. SHEATHING AS PART OF SHEARWALL SEGMENT (SW.S), MIN (14) 10-D NAILS GYPSUM WALLBOARD 5D COOLERS I 5D COOLERS 7" EDGEZ10" FIELD D- NUMBER OF 16d NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER MATTITUCK, NY 11952 WHERE NOTED ON FLOOR PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. Bd WALL SHEATHING @ EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A P. 316) COMMON NAILS 0 6"o.c. EDGE & FIELD E- NUMBER OF JACK STUDS @ EA. END OF HEADERS (TABLE 3.22F, P.191) ASSUME DBL. HDR. 2. HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF JACK STUD STRUCTURAL PANELS 8D 10D STRUCTURE UNLESS OTHERWISE NOTED. " EDGE 12"FIELD F- NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILLS) 3. SEE CONSTRUCTION DETAIL (NAILING AND STRAPPING) & FIBERBOARD PANELS @ EA. SIDE (DOES NOT APPLY TO DOORS) (TABLE 3.8, P. 157) & (TABLE 6A PAGE 316) DETAIL (HOEDOWN & CONN). » -- „ » 7/16 6D 3 EDGE/6 FIELD DRAWING TITLE: GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE GALV. METAL TIE DOWN W/ IN 32" OF EACH CORNER OF 25 32" 8D -- 3" EDGE 6" FIELD ALLOWABLE TYPICAL CODE STRUCTURE GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7 EDGE 10 FIELD STRUCTURAL MEMBER DEFLECTION 8 MODEL 'HDQ8 PHD6' BY SIMPSON STRONG TIES O HARDBOARD 8D 8D COMPLIANCE DETAILS / MODEL HTT22 BY SIMPSON STRONG TIES PARTICLEBOARD PANELS 8D 8D pSG MAN TEF D RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH NO FINISHED L/180 DIAGONAL BOARD SHEATHING CEILING ATTACHED TO RAFTERS PROJECT NUMBER: 1"X6" OR 1"X8" 2-81D 3-10D PER SUPPORT » INTERIOR WALLS AND PARTITIONS H OR WI 180 DRAWN BY: CHECKED BY:3-8D 3-10D PER SUPPORT / FLOOR SHEATHING FLOORS AND PLASTERED CEILINGS L/360 FASTENERS FOR ASPHALT ROOF SHINGLES STRUCTURAL PANELS ALL OTHER STRUCTURAL MEMBERS L/240§RR905.2.5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING 1" OR LESS 8D 10D 6" EDGE/12"FIELD EXTERIOR WALLS WITH PLASTER OR STUCCOGREATER THAN 1" 10D 16D 6" DG 6"FI FINISH H/360 NAILS, MINIMUM 12 GAGE [0.105 INCH (2.67 mm)] SHANK WITH A MINIMUM 3/8-INCH (9.5 mm) DIAMETER HEAD, ASTM F 1667, OF A LENGTH ENGINEER: TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19.1 mm INTO THE ROOF SHEATHING. WHERE THE ROOF DIAGONAL BOARD SHEATHING a EDWARD ARMUS ENGINEERING PLLC / ) EXTERIOR WALLS - WIND LOADS WITH SHEATHING IS LESS THAN 3/4 INCH (19.1 mm) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY 1"X6" OR 1"X8" 2-8D 3-10D PER SUPPORT BRITTLE FINISHES L/240 EDWARD ARMUS,PE WITH ASTM F 1667. 1"X10" OR WI 3-8D 3-10D PER SUPPORT-. 36 DEER RUN -, n. EXTERIOR WALLS - WIND LOADS WITH a WATER MILL;NY ii976 , §RR905.2.6 ATTACHMENT. ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER. FOR NORMAL L/120 APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHIES ON-CENTER AT THE FLEXIBLE FINISHES 631.804-6267';;, FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (20:12), SPECIAL METHODS PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN NOTE: L=SPAN LENGTH, H=SPAN HEIGHT OF FASTENING ARE REQUIRED. HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES EXCEPTION: ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE THE LOAD PATH. DETAINING DEFLECTION LIMITS HEREIN. FOLLOWING CATEGORIES: 1. THE BASIC WIND SPEED PER FIGURE RR301.2(4) IS 110 MILES PER HOUR (177 km/h) OR GREATER AND THE EAVE IS 20 FEET1. icy ,.. .. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF (6096 mm) OR HIGHER ABOVE GRADE. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. BUILDING AND DESIGN CODE COMPLIANCE: ' 2. THE BASIC WIND SPEED PER FIGURE RR301.2(4) IS 120 MILES PER HOUR (193 km/h) OR GREATER. A. THE STRUCTURAL DESIGN SHALL COMPLY WITH R301.1 OF THE IRC2015. THE ENGINEERED DESIGN REFLECT THE 13OMPH WIND 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK SPEED DESIGN AND REFERENCE , IBC 2015, OR WCFM 2015 (WOOD CONSTRUCTION FRAMING MANUAL). 3. SPECIAL WIND ZONES PER FIGURE RR301.2(4) IBC FOR ADDITIONAL REQUIREMENTS. SIGN AND SEAL B. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA SHALL BE IN COMPLIANCE WITH TABLE R301.2(1)OF THE 2015 IRC DRAWING NUMBER: S-007 . 00 PAGE NO. `y• FILTER F �BRIC DROP INLET PROTECTION SYMBOL TY P I C L SILT FENCE DETAILS SYMBOL CONCRETE WASHOUT STANDARDS PROJECT TITLE: 2"X4"WOOD FRAME GEOTEXTILE FABRIC SITE DATA 1k�-- I I I I CONCRETE WASHOUT-FOR ANY PROJECT ON WHICH CONCRETE WILL BE POURED OR OTHERWISE FORMED ON OWNER: NICK M OS H O U R I S MAX CENTER To CENTER- SITE,A SUITABLE WASHOUT FACILITY MUST BE PROVIDED FOR THE CLEANING OF CHUTES,MIXERS,AND HOPPERS I -8.-or, 1.5'1 4AX. STAKE -� OF THE DELIVERY VEHICLES UNLESSSUCH A FACILITY WILL BE USED AT THE SOURCE OF THE CONCRETE. UNDER NO CIRCUMSTANCES MAY WASH WATER FROM THESE VEHICLES BE ALLOWED TO ENTER ANY SURFACE WATERS, 48"MIN.FENCE POSTS, DRIVEN MIN. 12"INTO ROADS OR ADJACENT PROPERTY. \\` FABRIC -� GROUND MAKE SURE THAT PROPER SIGNAGE IS PROVIDED TO DRIVERS SO THAT THEY ARE AWARE OF THE PRESENCE OF ADDRESS: 295 CENTRAL AVENUE MATTITU CK WASHOUT FACILITIES. Rm WASHOUT FACILITIES SHOULD NOT BE PLACED WITHIN 50 FEET OF STORM DRAINS,OPEN DITCHES OR SURFACE MINIHEIGHT MUM FFILTER FABRIC 24" WATERS. SCTM#. 10QQ - 106 - 03 - 20 :aa�:' 4' W GRADE THEY SHOULD BE IN A CONVENIENT LOCATION FOR THE TRUCKS, PR EFERABLY NEAR THE PLACE WHERE THE W W W W pR: 8"MINIMUM CONCRETE IS BEING POURED, BUT FAR ENOUGH FROM OTHER VEHICULAR TRAFFIC TO MINIMIZE THE POTENTIAL y W y W y W W W y W y FOR ACCIDENTAL DAMAGE OR SPILLS. WHEREVER POSSIBLE,THEY SHOULD BE LOCATED ON SLOPES NOT TOTAL SITE AREA: 10 ,800 SF (0.248 AC) DROP INLET BURIED FABRIC Fy • y y y W O� EXCEEDING A 2%GRADE WITH GATE / PERSPECTIVE VIEW THEY SHOULD BE SIZED TO HANDLE SOLIDS,WASH WATER,AND RAINFALL. � FRAME ( ( NOT TO SCALE AREA WITHIN CLEARING LIMITS: 9,080 SF (0.2 AC) �--- �� A GOOD RULE OF THUMB IS THAT 7 GALLONS OF WASH WATER ARE REQUIRED TO WASH ONETRUCKCHUTEAND , 50 GALLONS FOR THE HOPPER OF A CONCRETE PUMPTRUCK BELOW-GRADE WASHOUT PIT SHOULD BE A MINIMUM OF 10 FEET WIDE AND PROVIDE ATLEAST 12 INCHES OF r FREEBOARD ABOVE THE LIQUID AND SOLID WASTE ANTICIPATED BETWEEN CLEANOUT INTERVALS. THE PIT NO WELLS WITHIN 100 FT (I I I I GEOTEXTILE FABRIC SHOULD BE LINED WITH PLASTIC SHEETING OF AT LEAST 10-MIL THICKNESS(WITH NO HOLESORTEARS)TO PREVENT LEACHING OF LIQUIDS INTOTHEGROUND. GATHER EXCESS PE CONCRETE WASHOUT: CONCRETE WASH OR RINSE WATER FROM CONCRETE MIXING EQUIPMENT,TOOLS AND/OR PR AT CORNERS ( I ( I I I I READY-MIX TRUCKS, CONCRETE PUMP TRUCKS,TOOLS, ETC, MAY NOT BE DISCHARGED INTO OR BE ALLOWED TO PROPERTY INFORMATION BASED O N SURVEYOR BY COMPACTED SOIL UNDISTURBED GROUND RUN DIRECTLY INTO ANY EXISTING WATER BODY, STORM INLET,ALLEY OR STREET. FL__OW ONE OR MORE LOCATIONS FOR CONCRETE WASH OUT SHALL BE DESIGNATED ON SITE,SUCH THAT DISCHARGES NATHAN TAFT CORW I N III LAND SURVEYOR, 1586 COf�ISTRU(�TICN SPECIFICATIONS DURING CONCRETE WASH 0UTWILI.6E CONTAINED IN ASMALL AREA WHERE WASTE CONCRETE CAN SOL IDIFYIN UQ 1.FILTER FABRIC SHALL HAVE,AN EDS OF 40-85.BURLAP MAY\C5977368; BE USED FOR SHORT TERM 6" PLACE AND EXCESS WATER CAN EVAPORATE. MAIN ROAD, JAMES PORT, NY F77777- 7 APPLICATIONS. --14" SILT FENCE SECTION 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE EMBED FILTER CLOTH MINIMUM 6" NOT TO SCALE OVERLAPPED TO THE NEXT STAKE. INTO GROUND 3.STAKE MATERIALS WILL BE STANDARD 2"x4"WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 CONSTRUCTION NOTES FOR FABRICATED SILT FENCE FEET. �� DRAINAGE CALCULATIONS 1. GEOTEXTILE FABRIC TO BE FASTENED SECURELY TO FENCE POSTS POST: STEEL EITHER'T OR'U'TYPE \ / 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP.SPANS GREATER WITH STAPLES. OR 2"HARDWOOD \\ \ CONTRIBUTING AREA. THAN 3 FEET MAY BE BRIDGED 1MTH THE USE OF WRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 2. GEOTEXTILE FABRIC SHALL BE PLACED ON THE SIDE OF THE FLOW FENCE: FABRIC SHALL BE WOVEN OR 5.FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED.IT SHALL BE SECURELY DIRECTION. NON-WOVEN 2,603 SF PAVEMENT x 2" RAIN x 0.9= 398 CF FASTENED TO THE STAKES AND FRAME. 3. WHEN PNO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY FILTER CLOTH: FILTER X,MIRAFI 100X. SHALL BE OVERLAPPED BY 12 INCHES AND FOLDED. STABILINKA T140N OR APPROVED EQUAL. 2,344 SF BLDG/ROOF x 2n RAIN x 1 .0= 391 CF 6.A Z"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. MAXIMUN DRAINAGE AREA 1 ACRE 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL PREFABRICATED UNIT:SEOFAB. 5,531 SF LAWN AREA x 2" RAIN x 0.2= 188 CF REMOVED WHEN"BULGES"DEVELOP IN THE SILT FENCE. ENVIROFENCE,OR APPROVED EQUAL. TOTAL CAPACITY REQUIRED = 977 CF DUST CONTROL STANDARDS PROVIDE: (4) 8 FT DIAMETER X 7 FT DEEP LEACHING POOL REVISION: DATE; THE CONTROL OF DUST ON CONSTRUCTION SITES AND ROADS, LP'S 4 EA X 8 FT DIAMETER X 7 FT DEEP = 1 ,182 CF TO PREVENT BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES;REDUCED ON-SITE AND OFF-SITE DAMAGE AND HEALTH HAZARDS AND IMPROVE TRAFFIC SAFETY. CONDITION WHERE PRACTICE APPLIES THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO DUST BLOWING AND MOVEMENT WHERE NOTE: N 0 PROPOSED WORK W I T H i N ON-SITE AND OFF-SITE DAMAGE IS LIKELY WITHOUT TREATMENT. CONSULT WITH LOCAL MUNICIPAL ORDINANCES ON ANY O LOT 56, 6 REDLINE CHANGES 06.13.17 RESTRICTIONS. " T H E TO�`i1 N RIGHT-O F-WAY LOT COVERAGE CHANGES 01.14.17 THE FOLLOWING METHODS SHOULD ESE CONSIDERED FOR CONTROLLING DUST: y C 0 ISSUE FOR REVIEW 109.13.16 MULCHES-SEE STANDARD OF STABILIZATION WITH MULCHES ONLY,PG.5-1 zSILT FENCE ALONG E D E F PROJECT LOCATION: VEGETATIVE COVER-SEE STANDARC FOR TEMPORARY VEGETATIVE COVER,PG.7-1,PERMANENT VEGETATIVE COVER FORSOIL v STABILIZATION PG.4-1 AND PERMANENT STABILIZATION WITH SOD,PG.6.1 'Q Z N 03059 '30" E DISTURBANCE 120.00' SPRAY-ON ADHESIVES-ON MINERAL SOILS(NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. mc� EXISTING GARAGE W 295 CENTRAL DRIVE TILLAGE-TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE, THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD I''m BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 TO B E REMOVED CHAIN LINK NCE v INCHES APART AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT, x r x°r EX S T I N G PAVED DRIVEWAY TO M ATT I T U C K NY 11952 CHAIN LINK FENCE j sg x f SPRINKLING-SITE IS SPRINKLED UNTAC THE SURFACE IS WET, p EXISTING SHED oFRAMEo _, 22.2 RE�1AiN AND ACT AS Z �rn z SHED L, FRAME ,o,� CONC. DRIVEWAY t CONSTRUCTION ENTRANCE SOLID PRECAST CONCRTE COVER TO BE REMOVED o oo , FINISHED GRADE � In 2A E28.7' 22.2' _ .� - - / 07 DRAWING TITLE: 1 DW SWEPT DAILY AND MAINTAINED �T�III�T=III=III==IT-11111-�1��1�►�I-11 _T- 1I-I TTT-TITS PROPOSE TERRACE _ 64.7' �`"- I' � I ��i 8X0i o ' STORMWATER MANAGEMENT O H-20 TRAFFIC BEARING SLAB, c,"I II/pWQ� of 0-0 � O W ` 1 CONTROL PLAN & DETAILS -••=T SHALLOW DOME OR HIGH DOME. \ 8x�� rROrosEo �� { EXISTING HOUSE v TERRACE PROJECT NUMBER: �' �w. coNc. WALK m y �, S rE u - V� 'C Z m W O DRAWN BY: CHECKED B `y , G C Y: D y z ! o E I,w FRAME EXISTING 26.6 Q PROPOSED PATIO xsr `� I, i -'`� g m LL I=- 0 m^ EXISTING SANITARY TO REMAIN O x Li w WRAP WITH 6oz.(MIN.) rn �'$ _ D ��M�{ ILL! 0 NON-WOVEN GEOTEXTILE(FILTER ;-WN I 0 I N ENGINEER: > �n Z FABRIC)TYPICAL O) o a FOR ALL RINGS �ax7 / I _ EDWARD ARMUS ENGINEERING PLLC �, W I ) e N I EDWARD ARMUS, PE ILL LL Lu v I N� I I 36 DEER RUN ILL! Lu Q 0 2.s STORY TION ME A r o Q DARK BROWN LOAM(OL) I CON CRETE WASH OUT - ADJUST WATER MILL, NY 11976 1� � I `� I rn LOCATION AS NEEDED AND 631-804-6267r�t ' SELECT GRANULAR SOIL BACKFILL r DW mO) o MAINTAIN FOR PERIPHERY AND BOTTOM o \ 8x7 / O LEACHING , r o BROWN SILTY SAND(SM) 2'9 x 13r CHAIN LINK FENCE �-� PROPOSED DRAINAGE - (4) 8X7 GROUND WATER NZ zg 0=1 > Nrn W� 5 LEACHING RINGS, FLAT SLAB TOP, 2 (� MIN. EXCAVATION &BACKFILL WITH o S 03059 30 W 20.00 g SDR35 PIPE. OPEN GRATES TO FREE DRAINING GRANULAR SAND 35' rn0 N TYPICAL DRYWELL DETAIL PALE BROWN FINE SAND(SP) y PROPOSED ADDITION GRADE OR BURIED SOLID CONIC. NOTES: (NOT TO SCALE) v LOT 158 I 1. LEACHING POOLS SHALL_BE PRECAST CONCRETE CEMENT STRUCTURES AS MANUFACTURED BY SUFFOLK PRECAST 41 I COVERS WITH AREA DRAINS INC. OR EQUIVALENT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. �V 2. ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL DEVELOP AMINIMUM NO WATER ENCOUNTERED COMPRESSIVE STRENGTH OF 4000 P.S.I. IN 28 DAYS. SIGN AND SEAL 3.ALL DRAINAGE STRUCTURES SHALL BE PLACED IN ACCEPTABLE LEACHING SOILS.IN THE EVENT POOR LEACHINGDRAWING NUMBER: MATERIAL IS ENCOUNTERED. EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL&BACK FILLED AS DETAILED. TEST HOLE 9I7/2016 MCDONALD GEOSCIENCE STORMWATER M CONTROL PLAN smcpi STORMWATER MANAGEMENT CONTROL PLAN SCALE: V=40'-011 PAGE NO. PROJECT TITLE: LIT O' F DRAWINGS T Af, �1'A12 p i? T-001 .00 SITE PLAN & TITLE SHEET 'NF A_a_.. - . _ fk T C 1' J I A T J -11 N -72 JA:"jA:"'' 19 '9 A AnOO1 ,00. DEMOLITION & EXISTING PLANS 4 4 rpT �r"K :v';_'r. .4 71 002■00 EXISTING EXTERIOR ELEVATIONS :6 00130" :C_ .7; . .�� ., _ 910 C C U l C L r U i—FC L 'LK C 0 ljl�l T NEW YOR" A-003.00 BASEMENT & FQUNDATION PLAN S.C. TAY N!n JO 0—10 0 3—"Ll 20' . .... Cf� C; A-004,00 CONSTRUCTION PLAN J U'' : ' { a,,Y 20, 2G45 7 "F 0 An005,00 ROOF PLAN : .: :�: }r A-000■00 EXTERIOR ELEVATIONS ........ ................ . 111 FF7ST 'i TITLE I- 11J„"._All S-001 ■00 STRUCTURE w BASEMENT & FOUNDATION PLAN lip 7 S=002,00 STRUCTURE w FIRST FLOOR LEVEL FRAMING PLAN -�--- S,00100 STRUCTURE FIRST FLOOREICLING AND HEADERS C, �w . b�. h . ..f a S-004■00 STRUCTURE w MAIN ROOF FRAMING PLAN p �w . �� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Sm005n00 STRUCTURE n FRAME QVER RQOFING PLAN 17 FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. S-006.00 TYPICAL NEW YORK STATE CODE NOTES _:rte e. A S-007■00 TYPICAL CODE COMPLIANCE DETAILS Z �2 all Z SMCP1 STORMWATER MANAGEMENTC ONTROL N.Y.S. Lic. No. 510467 PLANS & DETAILS UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF ........ .....- SECTION 7209 OF THE NEW YORK STATE z EDUCATION LAW. Nathan Taft Corwin III V71-1 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor 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 TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys Subdivisions Site Plans Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI– TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 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 ;`0 Y 0 0 IRIGI N'AL SURVEY m EXIS ING CQNDITIOINIS 1 "=20 ANY, NOT SHOWN ARE NOT GUARANTEED. 35—lbl REVISION: DATE: L DRIVE LOT COVERAGE CALCULATIONS: CE 1 7 *STAKES SPACED @ MAX. STAK 90, 01 LOT IS 90' X 120' = 10,800 X 20% 2,160 SQ. FT. OF COVERAGE ALLOWED. USE 2" x 2" (:t 3/8") WOOD PROPERTY CONSTRUCTION ENTRANCE LINES OR EQUIVALENT STEEL &EXISTING DRIVEWAY /3 \ DOB 12.05.17 DOB 06.13.17 (U OR T) STAKES I DOB 08.16.16 EXISTING HOUSE IS: 930 SQ. FT. PROJECT LOCATION: SILT FENCE FOR -ROSION CONTROL,AS PROPOSED ADDITION IS: 11210 SQ. FT. STAPLES < < co co 0 of 0 U) W to TOTAL LOT COVERAGE : 2, z z 140 SQ. FT. 9 0 CC 2 - t- F-- Lr) LLJ U) 6 co 0 X 0 X JOINING FENCE SECTIONS 295 CENTRAL DRIVE LU z 9 ?: �n 0 LU 0 Uj Z LL LU CO MATTITUCK NY 11952 0 0 a- IT a_ 0 0 8' MIN. cr, of 7.5 ;�_ 16.3" (L 1E T_10 L 12'-7 11 ONE &N E; I D FROPOSED ADDITION ADDITION PROPO E' 10.6' SIDE YAJ�D IDE YARD (ETBACK SETBAC STAKE DRAWING TITLE: PROP�,D SUPPORT OMBINED) NEW MUD IPROPSED NEW DORMERS PDRCH ABOVE z 0 9 Oz FABRIC FENCE TITLE SHEET < STORY FRAME HOUSE TO BE 14 EXISTING 1 REFRAMED ON EXISTING FLOOR PLATFORM z 0 PROJECT NUMBER: U 0 fo FILL z COMPACTED SLOPE PROPOSED 1 STORY 13ACKFILL < DRAWN BY: CHECKED BY: FRAME ADDITION UNDISTURBED 41' GROUND 145' ag, C� cli TOE ANCHOR EXISTING TRENC!4 NAME: GARAGE Bldg Dept copy from ZBA DEMOLISHED 6" NAME: Final M ts 12" 24--81/ -7 1/4" PROPOSED ADDITION PROPOSED ZBA rile't STATE REGISTERED ENGINEER: 14.5" NEW TERRACE 4' SIDE YARD Date: ON GRADE NEW YORK SETBACK (28'-101/4" COMBINED) j—_ W LINCENSE NUMBER: 16'-3" U) NAME: SOIL STOCKPILE AREA 0 LU 31 U) ELEVATION VIEW t 10.3' ;0 0 EXISTING FRAME X � SHED DEMOLISHED ;y r% lark A NESIGN AND SEAL KUSIUNCONTROL m SILT EN"CE 'DETAIL DRAWING NUMBER: , I E01WIM V-1 U10 wool PRQPOS"'Eu" SITE PLAN ill 6 T-00 1 . 00 PAGE NO. PROJECT TITLE: 1r 1 :, VEL _ �� l-1 TLi LLD lI I s , .t. 1 1 r 4FLFLL- -TY-rjjTt1--T� T TrT r _ L — s r s - l 1r - ® ® L= T 1 -1 �11 1S�S rs - L S_ --T-- L rS h --' T - z-�- T 7- - - C- -- �1- - - � s � - - T _1�ZTs Ss - -- ✓` s' i 1 EXISTING NORTH ELEVATION SCALE: 1/4"=1 '-0" 2 EXISTING WEST ELEVATION SCALE: 1/4"=1 '-0" REVISION: DATE: 2 DOB 06.13.17 1 DOB 08.16.16 PROJECT LOCATION: 295 CENTRAL DRIVE -� MATTITUCK NY 11952 IL I � l I1 l 11 iTI I -� I 1T� i - r 1 _ _ _ T � L EXISITING ELEVATIONS li X11 I 1 1 - J r T T T -Ld PROJECT NUMBER: DRAWN BY: CHECKED BY: O -I- 1-11-1 11 �- Z --T - NAME: NAME: z� z STATE REGISTERED ENGINEER: - L NEW YORK LICENSE NUMBER: 00000 , SIGN AND SEAL DRAWING NUMBER: A-002 . 00 3 EXISTING SOUTH ELEVATION SCALE: 1/4"=1 '-0" 4 EXISTING EAST ELEVATION SCALE: 1/4"=1 '-0" PAGE N0. PROJECT TITLE: 35'-6"TO SETBACK 4'-9 y" 19'-0" 19'-0" TOP OF RIDGE 191-0" TOP OF(RIDGE NV 12 TOP OF HIP ti• 12 9 9 0000/ zloo�, vi I I I � I RAFTER SPRING LINE RAFTER SPRING LINE L--------i t77y • FINISH FLOOR ---- - - ------- -- --- -- —C�, 0'-0" x ,. FINISH FLOOR I i I I i L-------------- I I I I ---------- ---------- i I ----------------J ----------- I L-------- -----------r�------- s , L—————————- J --———————— —————————- ----------J 1 NORTH ELEVATION SCALE: 3116"=1 '-0" 2 WEST ELEVATIONSCALE.• 3/16"=l '-011 REVISION: DATE: 35'-6"TO SETBACK 2 DOB 06.13.17 1 DOB 108.16.16 4'-9 Y2„ PROJECT LOCATION: 295 CENTRAL DRIVE MATTITUCK, IVY 11952 JN 19'-0" TOP OF RIDGE 19'-0" 12 NV TOP OF RIDGE P=T Q 3.5 12 DRAWING TITLE: 915'-7" 12 DORMER SPRING LINE a 9 EXTERIOR ELEVATIONS 9 0„ „ PROJECT NUMBER:0000 --- - _ ----- 11 11, RAFTER SPRING LINE RAFTER SPRING LINE IJ it DRAWN BY: CHECKED BY: -- - --- _ _ --0-FINISH ---- --- --- -------- ---- --- --- -- --- - -- E• -_---- ----- --------_-----_ ------ PROJECT TITLE: REMOVE STOOP FOUNDATION REMOVE STOOP AND ROOF r--r—T --r—T—� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I i I I 1--L-1 ---- --I--L----------- I fT ____________ T T ----__-� I I I I ------------ 1 ��J r�-----------------T-r-------- I7-1-7-7-111 I I E.P. IUP DN. I II I I I I I V I I I I I I I I I I I I I I I I I III I I I I I II I I I I I I I I I I I I I I I � I I i I I I I I I I III I I II STORAGE ' -1 L_I_1_L_I_1_L_I_1� I � I I I ��=LJ=1=LJ=1=LJ=1=LJ1 L� /�� i � _ l REMOVE EXISTING I I I II I I I STAIRCASE II I I I i ili ---II I I ' III I' KITCHEN 1 1 - I I I I I I I I I I III I I REMOVE BRICK VENEER II I I I II I II ' I ' I I I I I I r�1 EXISTING BEAM, LALLY I BEDROOM #1 COLUMNS, AND FLOORI---------- I1 f---- ---I I I 7-----F-f- -- -----� I ��% \ I , JOIST TO REMAIN I EXISTING BASEMENT DOOR I I L J I / I I ,� I I —------------------- ; EXISTING BASEMENT DOOR ®I AND STAIRS TO REMAIN I�„� L—-------_A__J i i AND STAIRS TO REMAIN I I I I I I I I �� I I I I 1 II 11 BATHROOM BEDROOM #2 , , F' I EXISTING STOOP & ENTRY I I I I I ---�—��— � FOUNDATION TO REMAIN -----------i i i UP i EXISTING STOOP TO REMAIN r_T__� �_� i i i ��\x�'�c i i REMOVE FLOOR FRAMING I �� \ I ' TO ALLOW I I I L-,�_ I L_ J L__�' I I I I I I I l ------------� ��------ I I r� FOR NEW STAIRCASE I I I ENTRY �� REMOVE ALL INTERIOR ; REVISION: DATE: 1 �� PARTITIONS -TYPICAL VEST. L---� ��------- -� -I F------ I I I 1 1 I I I I I I I I I S / I I I I I I J I I I I I x I 1 I I I I I I I I I I / � I I I I -----------I I i L-1---1---J- I - ------� L I I REMOVE CHIMNEY IZ ----------- FLUE 1 , I 3 I I j j DOB 06.DOB 1 I 3.17 1 LIVING ROOM BEDROOM #3 REMOVE BAY WINDOW 'i i ' ' I !! 1 Doe 08.16.16 I I I I , I I I III 1 1 III I I I III PROJECT LOCATION: I I I I 11 I I I III I I I I I I � I I I III I I 295 CENTRAL DRIVE REMOVE EXISTING WALL I�IATTITUCKC NY 11952 3 FRAMING IN ITS ENTIRETY Iii i i i i , ----- I F-------� TYPICAL 1 L---------- T_—_—_---J—L------_—_T____—T----__—_ ------ LL ----------- DRAWING -___J --_______- _____ --------------------- ___--1----------- 3 _____----J DRAWING TITLE: EXISTING AND DEMOLITION PLANS PROJECT NUMBER: DRAWN BY: CHECKED BY: DEMOLITION NOTES: 1. REMOVE EXISTING ROOF AND FIRST FLOOR EXTERIOR NAME: NAME: 3 WALL FRAMING. STATE REGISTERED ENGINEER: NEW YORK CENSE NUMBER: 2. MAINTAIN FLOOR FRAMING LINNAME: 3. REMOVE EXISTING DOORS AND WINDOWS AS INDICATED. 4. EXISTING FOUNDATION TO REMAIN. = N N SIGN AND SEAL DRAWING NUMBER: 0 IL -001 . 00 1 BASEMENT EXISTING CONDITIONS & DEMOLITION PLAN SCALE: 1 /4"=1 '-0" 2 FIRST FLOOR EXISTING CONDITIONS & DEMOLITION PLAN SCALE: 1/4"=1 '-0" PAGE N0. PROJECT TITLE: L T 1 17- -7� - - - r — - — — — — — — ---=Z T a f 1 EXISTING NORTH ELEVATION ,�_ �� SCALE. 114"=l '-011 2 EXISTING WEST ELEVATION SCALE. 11411=11-011 REVISION: DATE: 2 1 DOB 06.13.17 11 DOB 08.16.16 PROJECT LOCATION: _ 295 CENTRAL DRIVE � TLI I � � L L - MATTITUCK, NY 11952 _ 1 -Ti1 DRAWING TITLE: EXISITING ELEVATIONS L T -' ®NS 01 PROJECT NUMBER: DRAWN BY: CHECKED BY: a - NAME: NAME: IIF — rs _= L r STATE REGISTERED ENGINEER: NEW YORK LICENSE NUMBER: 00000 SIGN AND SEAL DRAWING NUMBER: 3 EXISTING SOUTH ELEVATION 4 EXISTING EAST ELEVATION A-002 . 00 SCALE. 1/4"=l '-O" � SCALE. 1 I��--1 —O�� PAGE N0. PROJECT TITLE: 4'-8 1/2" 491_0" ADDITION NEW CONCRETE FOUNDATION WALL AND FOOTING TO 4'-0" BELOW GRADE F -------------------------------------------------------- -- ------------------------------------------------ -I M I I I I I I I I I I I I I I I 01 NEW CRAWL SPACE i r Z i cn PROVIDE 2" RODENT SLAB I NEW PIERS TO SUPPORT i i 04 Z Q CENTER BEAM AS REQ'D, 00 F— I I ' 04 Q I INFILL EXISTING STAIR OPENING WITH ; 4 7-77-771 FLOOR FRAMING TO MATCH EXISTING - ------ -L---- -------------------------, CD I II I i I iiI I I i ' E.P. II I STORAGE F ---------------------- --------------------------------------� II I I I --------- J - ------------ ------------ uo'� CONCRETE FORMED STEPS WITH 2 RISERS, TYP. TURNED DOWN SLAB EDGE II I 29 - 0 FOUNDATION AS REQ D. EXISTING ' UNFINISHED ADDTION II II BASEMENT TO z 1 ®� REMAIN u� o A_7 I I I I j I I so I cy) pp I I I I I II I I Z l i I UIP U P REVISION: DATE: I � i i I NEW co co I II i i STAIRCASE X EXISTING STOOP & ENTRY ®� TO FIRST FOUNDATION TO REMAIN FLOOR II I I I I II I I II I I I I II I I I I I I I 2 DOB 06.13.17 NEW TERRACE- SLAB ON GRADE 1 Dob 06.16.16 II I I I I PROJECT LOCATION: II I I I I 101 I I I I I I II I I I I II I I I I I I � EXISTING BASEMENT 295 CENTRAL DRIVE i F;�`r I II WINDOW OPENINGS MATTITUCK, NY 11952 EXISTING ; TO BE INFILLED, TYP. I I OIL TANK I I LOCATION I II I I I I I I I I I I DRAWING TITLE: f. I BASEMENT & ILL-------- ,. i z I FOUNDATION PLAN I I NEW CRAWL SPACE w/ PROJECT NUMBER: CD 0 I NEW PORCH I I FOUNDATION o CONCRETE FOUNDATION WALL — wI AND FOOTING TO4-0 BELOW I -----_ J l RAISED SLAB 0 I I :: I GRADE Cfl p I I I I I DRAWN BY: CHECKED BY: Q I I II I I L --------------- -------------------- - 20' - 0" ADDITION NAME: NAME: 24'-8 1/2" VI F. 13' - 7" VI F. ol EXISTING GARAGE STATE REGISTERED ENGINEER: 7r 7 EXISTING BUILDING EXISTING DEMOLISHED NEW YORK LINCENSE NUMBER: NAME: r - N SIGN AND SEAL DRAWING NUMBER: /-A�003 , 00 1 BASEMENT & FOUNDATION PLAN SCALE: 1/4"=1 '-O" PAGE NO. PROJECT TITLE: 4'-8 1/2" 491-011 ADDITION 10 90 ® 7O 0 11 III I, 1 1 V I I I I I II II I o 50 BEDROOM #1 _ _ \\ BEDROOM #2 = -= O MASTER \ _ -- WALK-IN BATHROOM VAULTED \`\ ,''CEILING CLOSET / \ kk -11 C) VAULTED ' CEILING - /' z 04 o r Q / \ / \ 00 - cX < / 12 \` © HALLWAY D BATHROOM 0 SD \ , / CO \ III II 11 — I n i'i I H+I iiii VAULTED STORAGE Y CEILING II IIII 11 II 11 1 1 II I1 11I11 0 0 , MASTER LOGGIA I ----------------------------- I BEDFROOM ` II UO \ / / 17, D \ a \\ N. DN. \ / GREAT g 10 11 13 yL :. \, ROOM 0 0 0 VAULTED /' CEILING \ 29' - 011 ADDTION ---------------- -------------- z I (�14) O I N. DORMERI I I DORMER WINDOW 1 1 WINDOW _I ABOVE 1 RAILING 1 I ABOVE -- -------------I------------- IUD 1 REVISION: DATE: C-0 F- ENTRY coI ----------------� x15 ; DN. TO LU 16 O `� DN 1 I OI BASEMENT IO O I DORMERI I DORMER I WINDOW I I I WINDOW ABOVE I 1 I ABOVE TERRACE ON GRADE '' \\ DINING 2 DOB 06.13.17 i' 1 DOB 06.16.16 REF. - \` O PROJECT LOCATION: \\`\ 295 CENTRAL DRIVE 1 MATTITUCK, NY 11952 0 \ KITCHEN \ / ' ------- BAR ` ' STORAGE DRAWING TITLE: / .:::. ::::: \ FIRST FLOOR z 2 CONSTRUCTION PLAN 0 0 PORCH MUD O LAUNDRY F- ROOM PROJECT NUMBER: Cfl 0 Z O W D DRAWN BY: CHECKED BY: Q 0 14' 20' O" ADDITION NAME: NAME: 24'-8 1/2" VI F. 13' - 7" VI F. EXISTING GARAGE STATE REGISTERED ENGINEER: NEW YORK EXISTING BUILDING EXISTING DEMOLISHED LINCENSENUMBER: NAME: N SIGN AND SEAL DRAWING NUMBER: A-OU4 . 00 1 FIRST FLOOR CONSTRUCTION PLAN SCALE: 1/4"=V-011 PAGE NO. PROJECT TITLE: ----------------------------------------------------------------------------------------------------------- I t I t OWN -mr�l 10 I i I i i I I I i I i i I I I i I i I METAL ROOF I TYPE AND MATERIAL ' T.B.D. X ----------------------------------- m DORMERS ARE 35'-6" FROM ' PROPERTY LINE I I 1 I A-7 .0) 4 NEWS ED ROOF -----J DORMERS AT RIDGE i REVISION: DATE: I t I i 2 DOB 06.13.17 L--------� 1 DOB 08.16.16 i PROJECT LOCATION: I 295 CENTRAL DRIVE MATTITUCK, NY 11952 I I DRAWING TITLE: I t I � ------ ROOF PLAN I I I I I I i PROJECT NUMBER: I i DRAWN BY: CHECKED BY: I t ------------------------------------------- I � I NAME: NAME: STATE REGISTERED ENGINEER: NEW YORK LINCENSE NUMBER: NAME: /> N SIGN AND SEAL DRAWING NUMBER: A-005 , 00 1 ROOF PLAN SCALE: 1/4"=V-011 PAGE NO. PROJECT TITLE: 35'-6"TO SETBACK 4'-9 y" 191-0" 19'-0" TOP OF RIDGE TOP OF RIDGE 19- o°-- NV TOP OF HIP 12 12 /000 �9 �9 9'-0" -- 91-0" RAFTER SPRING LINE RAFTER SPRING LINE is I o o o a _ _ FINISH FLOOR NV FINISH FLOOR I I I I I I I L I I I I ---------------I� L---------------- I I L-------- ---------- ------- I r----------- I I I 4, rL---- --- J-1 f I L------- L---------- ------L---------- ----------i L---------- ----------i <°�'!'M � 1 NORTH ELEVATION SCALE: 3116"=1 '-0" 2 WEST ELEVATION SCALE: 3116"=1 '-0" REVISION: DATE: 35'-6"TO SETBACK 2 DOB 06.13.17 1 DOB 08.16.16 PROJECT LOCATION: 4'-9 y" 295 CENTRAL DRIVE MATTITUCK, NY 11952 191-0" 191-0" TOP OF RIDGE 12 TOP OF RIDGE Q 3.5 12 15'-7" DRAWING TITLE: - g 12 DORMER SPRING LINE a 9 EXTERIOR ELEVATIONS PROJECT NUMBER: -- _ - RAFTER SPRING LINE RAFTER SPRING LINE DRAWN BY: CHECKED BY: - NAME: 01- _ _ __________ ___ - �� 0'-V NAME: ------- --------- -----=------ -_-=----___--_ PROJECT TITLE: I x i E 1 I I ._5> ......__.........................._... ... ... . ..... .. .. ..._.... ............... ..... ................................................... ...... .......__.........._ ..._.... ...... ...._..... ... i i i I NEW FOUNDATION WALL:8"THICK POURED CONCRETE WALL WITH#4 REBAR AT 24"OC HORZ/VERTICAL. CONTINUOUS 20"x10"FOOTING WITH(4)#4 LONGITUDINAL 8" BARS AND#4 TRANSVERSE BARS AT 48"OC TYPICAL COLUMNS TO BE PREMANUFACTURED STEEL LALLY COLUMNS [F1] [F1] [F1] w.... (3)9-1/2"LVL DROP GIRDER (3)9-1/2"LVL DROP GIRDER SPREAD FOOTING:24"x24"x10"THICK POURED CONCRETE DRILL AND EPDXY SET 12"LONG#5 REBAR FOOTINGS WITH(6)#4 REBAR BOTH WAYS. TYPICAL FOR[F1] DOWELS AT 24"OC-TYPICAL ALONG NEW FOUNDATION WALL CONNECTIONS ..4 :' ... .. .. A k4 14, +tt. Y V v CONCRETE FORMED STEPS,2 RISERS ..................................... .... ....... .. .... . .............. .. ... .. 0 „ LLI 2 j Y J CO x Lu REVISION: DATE: EX. BULKHEAD PERIMETER GRADE BEAM: 8"THICK X 32" DEEP POURED CONCRETE WALL WITH#4 ....................... REBAR AT 24"OC HORZ/VERTICAL. WALL POURED ON COMPACTED SOIL BASE. 7 REDLINE CHANGES 12.05.17 6 REDLINE CHANGES 06.13.17 4"THICK POURED CONCRETE FLOOR 5 TERRACE CHANGES 04.03.17 SLAB W/6X6#10/10 WELDED WIRE MESH 4 FOUNDATION DETAIL 04.01.17 ON 6"MINIMUM CLEAN COMPACTED 3 COVERAGE CHANGES 01.17.17 SAND.WELDED WIRE MESH TO BE1 FRAMING COMMENTS AND NOTES 07.16.16 LAPPED A MINIMUM 12"O.C.-TYPICAL 0 ISSUE FOR REVIEW 06.22.16 PROJECT LOCATION: ................................... .........:: G 295 CENTRAL DRIVE MATTITUCK, NY 11952 .........:............. ...,.......,........... ........ .......................,.... .. ........................................................... DRAWING TITLE: NEW FOUNDATION WALL:8"THICK POURED BASEMENT & 811 f CONCRETE WALL WITH#4 REBAR AT 24"OC HORZ/VERTICAL. CONTINUOUS 20"x10" 4"THICK POURED CONCRETE FLOOR 1,-8„ FOOTING WITH(4)#4 LONGITUDINAL BARS AND FOUNDATION PLAN #4 TRANSVERSE BARS AT 48"OC e- t SLAB W/6X6#10/10 WELDED WIRE MESH ON 6"MINIMUM CLEAN COMPACTED PROJECT NUMBER: SAND.WELDED WIRE MESH TO BE LAPPED A MINIMUM 12"O.C.-TYPICAL DRAWN BY: CHECKED BY: 1 00 � 3 ENGINEER: NEW FOUNDATION WALL:811 THICK ~.>� POURED CONCRETE WALL WITH#4 EDWARD ARMUS ENGINEERING PLLC REDWARD ARMU EBAR AT 24 OC HORZ/VERTICAL w _, 0 36 DEER RUN Zt WATER MILL,NY 11976 631-804.6267 3" POURED CONCRETE RAT SLAB ON COMPACTED GRADE FOOTING: CONTINUOUS 20"x8" FOOTING WITH (2)#4 LONGITUDINAL BARS AND#4 TRANSVERSE BARS AT 48"OC WITH 18" LONG#4 DOWELS AT 24" VARPOR- ........................... .................... BARRIER,13 MIL PLASTIC FOUNDATION PLAN ( BASEMENT SHOWI\4 ) •'�, � •r'; TYPICAL CRAWLSPACE WALL DETAIL SIGN AND SEAL 1A It SCALE: NIT DRAWING NUMBER: 6-001 - 00 1 BASEMENT & FOUNDATION PLAN SCALE: 1 /4"=1 '-0" PAGE NO. PROJECTTITLE: .. .. ..... .... ......... ..... .. 'P d` ; HDR:(2)9-1/2 LVL T�7F` al ....... C .,, .. LL K:: . . ; Ei : r > U , € I I I I O , 04 f r, i ' .. .. ..:e:::. .. . ......(. ........ ry,r wJI ..._N�.:... , alf I...............{IfI!.l .....�.....:........ .'IiIfI ;11II_I•lliII' I�I Ifl ':IlfIII; .... MA 04 (4)STUD POST(4)STUD POS , LL TO RIDGE TO RIDGE 0(4)STUD POST TORIDGE . Ecr- . 9-1/2"LVL LEDGER LL (4)STUD POST • I L— u TO RIDGE .................�.�.......�...�...' ..��....... .._. F ., .v , ,0 29-1/2"LVL-NEW NEW STAIR OPENING IN EXISTING FLOOR EX. FJ TO ; REMAIN REVISION: D ATE : ............... LVL(2)9-1/2NEW 6 REDLINE CHANGES 06.13.17 3 COVERAGE CHANGES 01.17.17 2 FRAMING COMMENTS AND NOTES 07.21.16 1 FRAMING COMMENTS AND NOTES 07.16.16 0 ISSUE FOR REVIEW 06.22.16 PROJECT LOCATION: 295 CENTRAL DRIVE Ll MATTITUCC NY 11952 2X10 LEDGERT-7- DRAWING TITLE: LEVEL 1ST FLOOR CD FRAMING PLAN ......CN PROJECT NUMBER: LL .......... .......... DRAWN BY: CHECKED BY: ENGINEER: . ........ ............. EDWARD ARMUS ENGINEERING PLLC Y ; L EDWARD ARMUS,PE 36 DEER RUN WATER MILL,NY 11976 631.804.6267 ................ ............ .......... 1ST FLOOR LEVEL FRAMING PLAN 1 ST FLOOR SNOWSIGN AND SEAL e- k"N fir i� DRAWING NUMBER: S-002 . 00 w 10" 1 1ST FLOOR LEVEL FRAMING PLAN SCALE: 1 /4"=l '-011 PAGE NO. PROJECT TITLE: .............................................................................................................................................................................. HDR:(3)9-1/2 LVL HDR:(3)9-1/2 LVL HDR:(3)9-1/2 LVL HDR:(3)9-1/2 LVL HDR:(3)9-1/2 LVL ..... ... .. ...... , i cy) ; dA .� f .... ..... ........... ...... ......... .......... ........... 4w ..> i U n ". r' x '.P co 2X6 FALSE 2X6 FALSE N , RAFTERS RAFTERS ........... r;o' -1 2X6 FALSE " RAFTERST: 2X6 FALSE . . , RAFTERS " f (4)STUD POST (4)S TO RIDGE x D POST `>< TO RIDGE RAFTERS > (4)STUD POST ;..,,.; 2X6 FALSE J TO RIDGE RAFTERS UO U EXTERIOR CORNER WALL TOP PLATE TO _ U(D BE REINFORCED WITH SIMPSON CMST12 COIL STRAP,TOTAL 80"LONG WITH 40" n ¢ Q LENGTH ON EACH SIDE WALL, FASTEN U EACH SIDE WITH 86-10d X 3"COMMONS ! (4)STUD POST "<" X _ M -TYPICAL OF ALL 4 EXISTING HOUSE TO RIDGE ;: `� 00 `" 2X6 FALSE #w. �t CORNERS -T't- RAFTERS ^ 2X6 FALSE g Y RAFTERS < N N ... ....................... .... ........ .. J v" a7 _ = a n , HDR:(3)9-1/2 LVL HDR:(3)9-1/2 LVL (2)2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR > ,: J EXTERIOR CORNER WALL TOP PLATES c� TO BE REINFORCED WITH SIMPSON CMST12 COIL STRAP,TOTAL 80"LONG p °' WITH 40"LENGTH ON EACH SIDE WALL, F- v FASTEN EACH SIDE WITH 86-10d X 3"LL , 0 COMMONS-TYPICAL OF ALL 3 OUTSIDE 3 _ HOUSE CORNERS y'o' J : (2)2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR U .... ... ....^ J SKYLIGHT OPENING SKYLIGHT OPENING LL N i -' (2)2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR 1 n U _ O LL j J (2)2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR J � U REVISION: DATE: _ O YLIGH PE G SKYLIGHT OPENING SK T.O NIN v. M LL � n _ (2)2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR J 7 REDLINE CHANGES 12.06.17 O N 6 REDLINE CHANGES 06.13.17 3 COVERAGE CHANGES 01.17.17 -.• "• LL m 2 FRAMING COMMENTS AND NOTES 07.21.16 1 FRAMING COMMENTS AND NOTES 07.16.16 0 ISSUE FOR REVIEW 06.22.16 (2)2X12 COLLAR TIE SET 13'-2"ABOVE SUBFLOOR = PROJECT LOCATION: NEW 2X6 EXTERIOR WALL FRAMING, 16"OC-TYPICAL J . J J J COLLAR TIE ENDS ' FASTENED WITH CA 16d 295 CENTRAL DRIVE v COMMONS-TYPICAL � . o: MATTITUCK, NY 11952 ..... ......... ....... ... .... ... HDR: (2)9-1/2 LVL DRAWING TITLE: EXTERIOR CORNER WALL TOP PLATE TO a < f...:.`::. E `. !... nom+Yt BE REINFORCED WITH SIMPSON CMST12 " COIL STRAP,TOTAL 80" 1ST FLOOR CEILING LONG WITH 40" " AND HEADERS LENGTH ON EACH SIDE WALL, FASTEN EACH SIDE WITH 86-10d X 3"COMMONS -TYPICAL OF ALL 4 EXISTING HOUSE CORNERS PROJECT NUMBER: ................................................................................. ` ... . ............. ...... ........ ... ....... ........ ... . ................. ... ............................................... DRAWN BY: CHECKED BY: HDR:(3)9-1/2 LVL HDR:(3)9-1/2 LVL HDR:(3)9-1/2 LVL ENGINEER: .r................................._�..............................................................................................................................................;<h" EDWARD ARMUS ENGINEERING PLLC ............................................................................................................................................................................... .. EDWARD ARMUS, E 36 DEER RUN WATER MILL,NY 11976 631-804-6267 CEILING AND HEADER FRAMING PLAN ( 1ST FLOOR SHOWN ) SIGN AND SEAL DRAWING NUMBER: S-003 - 00 1 CEILING AND HEADER FRAMING SCALE: 1 /4"=l 1-011 PAGE NO. PROJECT TITLE: ............. ......................... ...................... ......... ....... ..... ... ....... . ..... ........ ........ ....... ........ ........ ..... ( of O € ( . a o a o O \Q J ( 04 •2X12 SLG E4�-R AT 16"OC € ` 2 14"LVL RIDGE € � 2X12 SLOPED RR AT 16"OC _ - (4)STUD POST ..... UO TO RIDGE U O .. ......... ............... . .............. ....... .. . ........ 04 s € N j ( c . Ntk I _ ........... . ' FRAME OVER ROOFING jam.. 2X12 SLOPED RR AT 16"OC X12 SLOPED RR AT 16"OC _ ---�-�-�-�w---- (3)11-1/4"LVL RAFTERS -r"• `--- (3)11-1/4"LVL RAFTERSYf 4.8' DORMER OPENING DORMER OPENING TRIPLE 11-1/4 LVL RR UNDER TRIPLE 11-1/4 LVL RR DORMER WALL UNDER DORMER WALL (3)11-1/4"LVL RAFTERS (3) 11-1/4"LVL RAFTERS - -- - - 2X12 SLOPED RR AT 16"OC w 2X12 SLOPED RR AT 16"OC 2X8 AT 16"OC (3)11-1/4"LVL RAFTERS v� _ (3)11-1/4"LVL RAFTERS -- REVISION: DATE: 4,8' DORMER OPENING DORMER OPENING I BUILT-UP RAFTERS TO COLLAR TIES TO TRIPLE 11-1/4 LVL RR UNDER TRIPLE 11-1/4 LVL RRBE EITHER(3)11-1/4"LVL OR 5-1/4 x 11-1/4 DORMER WALL UNDER DORMER WALL E PSL-TYPICAL OVER EXISTING HOUSE (3) 11-1/4"LVL RAFTERS (3) 11-1/4"LVL RAFTERS 6 REDLINE CHANGES 06.13.17 --•--.- 3 COVERAGE CHANGES 01.17.17 2 FRAMING COMMENTS AND NOTES 07.21.16 1 FRAMING COMMENTS AND NOTES 07.16.16 2X12 SLOPED RR AT 16"OC 0 ISSUE FOR REVIEW 06.22.16 2X12 SLOPED RR AT 16"OC PROJECT LOCATION: Q `Z i......... HiQ f +�tK 295 CENTRAL DRIVE - ---- MATTITUCK NY 11952 � I € N 1 K DRAWING TITLE: MAIN ROOF - FRAMING PLAN PROJECT NUMBER: DRAWN BY: CHECKED BY: FRAME OVER ROOFING ...............................................................................:.................................... ..... .. .....:. ..... .........................................................:................................... :.... ENGINEER: ............... ............... ............... . ..... . EDWARD ARMUS ENGINEERING PLLC :. :.....:...... EDWARD ARMUS,PE 36 DEER RUN WATER MILL,NY 11976 631-804-6267 MAINRO"' OF FRAMING P (ROOF PLAN SN r SIGN AND SEAL DRAWING NUMBER: S-004mu0 1 MAIN ROOF FRAMING PLAN SCALE: 1/4"=1 '-0" PAGE NO. PROJECT TITLE: U - ......... . .... U . O O io w W a ', o o 04 04 2X12 SLOPED RR AT 16"OC ._.............................. . ...................... i ..... ._. ... ......................................................................................................................... ................................................................. - ^'��\��e s € 11-114"LVL RIDGE 2X12 SLOPED RR AT 16"OC 1 J� p ;;: 2X12 SLOPED RR AT 16"OC U U ' O O ........ ....................: ,,757 I 7,,/A I r r 2X10 SLOPED RR AT 16"OC �L pp o `yiA `. ��—,� ., M.......,..........- 1 F ilii t a a U o O C14 C14 J a N .................. o ............. .. ._... x ti+ FRAME OVER ROOFING ' :F. N 2X12 SLOPED RR AT 16"OC a 2X12 SLOPED RR AT 16"OC DORMER OPENING DORMER OPENING TRIPLE 11-1/4 LVL RR UNDER TRIPLE 11-1/4 LVL RR DORMER WALL UNDER DORMER WALL 2X12 SLOPED RR AT 16"OC J w 2X12 SLOPED RR AT 16"OC O o REVISION: DATE: DORMER OPENING DORMER OPENING ................. TRIPLE 11-1/4 LVL RR UNDER TRIPLE 11-1/4 LVL RR DORMER WALL UNDER DORMER WALL . . ..._.. .... ..... ............ . 6 REDLINE CHANGES 06.13.17 3 COVERAGE CHANGES 01.17.17 ......... ...................... ................ 2 FRAMING COMMENTS AND NOTES 07.21.16 1 FRAMING COMMENTS AND NOTES 07.16.16 0 ISSUE FOR REVIEW 06.22.16 2X12 SLOPED RR AT 16"OC PROJECT LOCATION: .................................................... ............. C .............. ........ ...................... I �T 295 CENTRAL DRIVE 1+� ° MATTITUCK, NY 11952 CO 2X12 SLOPED Ri AT "OC N ..... .. ...... ....... U DRAWING TITLE: O 2X12 AT 16"OC FRAME OVER N�, WROOFING PLAN PROJECT NUMBER: N g DRAWN BY: CHECKED BY: w w FRAME OVER ROOFING ENGINEER: EDWARD ARMUS ENGINEERING PLLC EDWARD ARMUS,PE 36 DEER RUN WATER MILL,NY 11976 631-804-6267 MAIN ROOF FRAMING PLAN ( FRAME OVER ,001 SIGN AND SEAL DRAWING NUMBER: S-005 - 00 1 FRAMING OVER ROOFING SCALE: 114"=1 '-0" PAGE NO. FILTER FABRIC DROP INLET PROTECTION SYMBOL TYPICL SILT FENCE DETAILS TVEN.l. OLCONCRETE WASHOUT STANDARDS SITE DATAPROJECTTITLE: 2"X4"WOOD FRAME GEOTEXTILE FABRICTFioCONCRETE WASHOUT-FOR ANY PROJECT OII WHICH CONCRETE WILL BE POURED OR OTHERWISE FORMED ONOWNER: NICK MOSHOURIS I— SITE,A SUITABLE WASHOUT FACILITY MUST BE PROVIDED FOR THE CLEANING OF CHUTES,MIXERS.AND HOPPERS15 AX STAKE OF THE DEUVERYVEHICLES UNLESS SUCH A FACILITY WILL BE USED AT THE SOURCE OF THF CONCRETE UNDER 48'MIN FENCE POSTS, T INTO NO CIRCUMSTANCES MAY WASH WAi ER FROM THESE VEHICLES BE ALLOWED TO ENTER ANY SURFACE WATERS, ROADS OR ADJACENT PROPERTY FABRIC GROUND �C \\\ MAKE SURE THAT PROPER SIGNAGE IS PROVIDED TO DRIVERS SO THAT THEY ARE AWARE OF THE PRESENCE OF ADDRESS: 295 CENTRAL AVENUE, MATTITUCKiiiII:IIiimiiiiI how WASHOUT FACILITIES �- WASHOUT FACILITIES SH.ULDNCT BE PLACED WITHIN SD FEET OF STORM DRAINS,OPEN DITCHES OR SURFACE SCTM#: 1000- 106-03-20 IGHT OF FILTER FAPRIC 24' WATERS MINIMUMT BY CONCRETE IS BE INAOURED UTFARENT NOUGHTION ROM TRUCKS,HERV PREFEHICULA TRAFFIARTHEP ACETHERE POTHEN A.E 8'MINIMUM CONCRETE DAMAGE OR SELLS.WHEREVER POSSIBLE, VEHICULAR TRAFFICATMINIMIZE ON SLOPES NOT TOTAL SITE AREA: 10 800 SF 0.248 AC FXCEEDI GA 2%GRADE OR SPILLS.WHEREVER POSSIBLE,THEY SHOULD BE LOCATED ON SLOPES NOT ( ) O� EXCEEDING A 2%GRADE I DROP INLET BURIED FABRIC PERSPECTIVE VIEW THEY SHOULD BE SIZED TO HANDLE SOLIDS,WASH WATER,AND RAINFALL F� —WITH GATE FRAME I �� NOF TO SCALE AREA WITHIN CLEARING LIMITS: 9,080 SF (0.2 AC) A GALLON FOR THUMBISTR OF A CONCRETE E UMP TRUCK ARE REQUIRED TO WASH ONE TRUCK CHUTE AND 50 GALLONS FOR THE HOPPER OF A CONCRETE PUMP TRUCN II '� BELOW-GRADE WASHOUT PIT SHOULD BE A MINIMUM OF IO FEET WIDE AND PROVIDE AT LEAST 12 INCHES OF Ao% Lu FRE ESCARD ABOVE THE LIQUID AND SOLID WASTE ANTICIPATED BETWEEN CLEANOUT INTERVALS TRENT NO WELLS WITHIN 100FT GEOTE%TILE FABRIC SHOULD BE LINED WITH PLASTIC SHEETING OF AT LEAST IO-MIL THICKNESS(WITH NO HOLES OR TEARS)TO _ PREVENT LEACHING OF LIQUIDS INTO THE GROUND. GATHER EXCESS I I III—I I CONCRETEWASHOUT CONCRETE WASH OR RINSE WATER FROM CONCRETE MIXING EQUIPMENT,TOOLS AND/OR PROPERTY INFORMATION BASED ON SURVEYOR BY c AT CORNERS V READY-MIX TRUCKS,CONCRETE PUMP TRUCKS,TOOLS,ETC,MAY NOT BE DISCHARGED INTO OR BE ALLOWED TO COMPACTE D SOIL UNDISTURBED GROUND �EORMTLYINT ANY EXISTING WATER BODY STORM INLET,ALLEN OR STREET NATHAN TAFT CORWIN III LAND SURVEYOR, 1586 CONSTRUCTION SPECIFICATIONS H OUT SHALL BE DESIGNATED ON SITE,SUCH THAT DISCHARGES DURING CONCRETE WASHOUT WILL BE CONTAINED INA SMALL AREA WHERE WASTE CONCRETE CAN SOLIDIFY IN MAIN ROAD JAMESPORT NY 8. -� PLACE AND EXCESS WATER CAN EVAPORATE , , 1 FILTER FABRIC SHALL HAVE AN EOS OF 40-85 BURLAP MAY 1059T736B, BE USED FOR SHORT TERM APPLICATIONS ti 4.1 SILT FENCE SECTION 2 CUT FABRIC FROM A CONTINUOUS POLL TO ELIMINATE JOINTS IF JOINTS ARE NEEDED THEY WILL BE EMBED FNOT TO SCALE OVERLAPPED TO THE NEXT STAKE 1 3 STAKE MATERIALS WILL BE STANDARD 2'x 4'WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 CONSTRUCTION NOTES FOR FABRICATED SILT FENCE DRAINAGE CALCULATIONS FEET 4 SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 48 INCHES DEEP SPANSGREATER WITH TSAPLEB FABRIC TO BE FASTENED SECURELY TO FENCE POSTS ORT I OCDITHERTOIiVTYPE \�\/ �/ THAN 3 FEET MAYBE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT `�� CONTRIBUTING AREA: z. ceoiexTILEFABRIC SHALL BEPLACED oNTHE SIDE DFiHFROW FENce FABRIcsHULBEwDVENOR 2,603 SF PAVEMENT x 2"RAIN x 0.9= 398 CF 5 FAP RIC SHALL BE FMBEDDEO i FOOT MINIMUM BELOW GROUND AND BACKFILLED IT SHALL BE SECURELY DIRECTION NON-WOVEN FM FASTENED TO THE STAKES AND FRAME 3 WHENTWOSFCBONS OF FILTER CLOTH ADJOIN EACH OTHER TIEY FILTER CLOTH FRTERX.MIRAFI100X, / \ 2,344 SF BLDG/ROOF x 2"RAIN x 1.0= 391 CF 8 A 2',4'WOOp FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVERFLOW STABILITY SHALL BE OVERLAPPED BY 12 INCHES AND FOLDED STABIUNKA TI OR APPROVED EQUAL. J 1 MAXIMUN DRAINAGE AREAL ACRE 4 MAINTENANCE SHALL REPERFORMED ASNEEAID MATERIAL PREFABRICATE OUNNSEOFAB -- 5,531 SF LAWN AREA x 2"RAIN x 0.2= 188 CF 'BUL REMOVED WHEN GES'DEVELW IN THE SILT FENCE ENVIROFENCE,OR APPROVED EQUAL J TOTAL CAPACITY REQUIRED=977 CF DUST CONTROL STANDARDS PROVIDE:(4)8 FT DIAMETER X 7 FT DEEP LEACHING POOL REVISION: DATE: THE CONTROL OF DUST ON CONSTRUCTIONSITES AND ROADS. LP'S 4 EA X 8 FT DIAMETER X 7 FT DEEP=1,182 CF TO PREVENT BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES REDUCED ONSITE AND OFFSITE DAMAGE AND HEALTH HAZARDS AND IMPROVE TRAFFIC SAFETY CONDITION WHERE PRACTICE APPLIES THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO DUST BLOWING AND MOVEMENT WHERE NOTE: NO PROPOSED WORK WITHIN ON AND OFFSITE DAMAGE IS LIKELY WITHOUT T"EATMENT.CONSULT WITH LOCAL MUNICIPAL ORONANCES ON ANY RESTRICTIONS Lr LOT �$s 6 REOLIKCHkNGES °6.1311 � THE TOWN RIGHT-OF-WAY DTD°YEBAGLCHANGE3 6,1°„ THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: y ° ISSUE FDR REVIEW H1 f6 MULCHES-SEE STANDARD OF STABIL17ATION WITH MULCHES ONLY PG 51 SILT FENCE ALONG ED E F PROJECT LOCATION: VEGETATIVECOVER SEESTANDAPOFOR TEMPORARY VEGETATIVE COVER PG.7 I,PERMANENT VEGETATIVE COVER FOR SOIL (] STABIL IZAADiESICIN E pON PERMAMINERASOILS(NOTEENT TECTIVEON ON OD,PG 61 N 03'59'30" E� DISTURBANCE 120.00' SPRAY-0N ADHESIVESON MINERAL SOILS(NOT EFFECTIVE ON MUCK SOLS).KEEP TRAFFIC OFF THESE AREAS. TILLAGE TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD EXISTING GARAGE295 CENTRAL DRIVE BE USED BEFORE SOIL BLOWING STARTS BEGIN PLOWING ON WINDWARD SIDE OF SITE.CHISEL-TYPE PLOWS SPACED ABOUT 12 TO BE REMOVED CHAINOHM tNCHESAPART AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT CHAIN LINK FENCE EXISTING PAVED DRIVEWAY TO MATTITUCK, NY 11952 SPRINKLING.SITE IS SPRINKLED UNTIL THE SUR FACE IS WET, FRAME- REMAIN AND ACT AS EXISTING SHED �BHmU SOLID PRECAST CONCRTE COVER TO BE REMOVED Z I +o�} FRAME !3 coxG.oRME.wAY CONSTRUCTION ENTRANCE, FINISHED GRADE rn 2'° .r -__-_ ,DW. SWEPT DAILY AND MAINTAINED DRAWING TIME: IIJ I 1 1 11 11 1 _1 11 I 1 II_ PROPOSED TERRACE e _ +y I I STORMWATER MANAGEMENT H-20 TRAFFIC BEARING SLAB, W (��I PR' € o j CONTROL PLAN&DETAILS SHALLOW DOME OR HIGH DOME \exp " ' — EXISTING HOUSE PROJECT NUMBER: 19 4� DRAWN BY: CHECKED BY: N . PROPOSED PATIO y ; - 14 FRAME XISTING L5 o a Ij r' W EXISTING SANITARY TO REMAIN = w O w C)w WRAP WITH 6Dz.(MIN) I NON-WOVEN GEOTEXTILE(FILTER ADW I ENGINEER: > �,z FABRIC)TYPICAL IS o a FOR ALL RINGS eX�l I l J EDWARD ARMUS ENGINEERING PLLC W W 0 0' z.s `� STORY FRAME EDWARD ARMUS,PE I I 36 DEER RUN, , 0� DARK BROWN LOAM(OL) o I ADDITION I CONCRETE WASH OUT-ADJUST WATER MILL,NY11976` g I 631046267 oZ '• b �_ o LOCATION AS NEEDED AND 00 SELECT GRANULAR SOIL BACKFILL c DIN '0 ; .. MAINTAIN ' FOR PERIPHERY AND BOTTOM 8Y LEACHING ,�/ - HEIM BROWN SILTY SAND(sM) 20 CHAW LINK __7 DRAINAGE- (4)8X7 FENCE ' GROUND WATER. N >n `/Y"Yp t1 E LEACHING RINGS, FLAT SLAB TOP,' 2'-0"MIN.•EXCAVATION B BACKFILL WITH o S 03*59'30" 1 20.0 V F g" FREE DRAINING GRANULAR SAND 35' o '� SDR35 PIPE. OPEN GRATES TO TYPICAL DRYWELL DETAIL PALE BROWN FINE SAND(SP) y PROPOSED ADDITION GRADE OR BURIED SOLID CONC. NOTES: (NOT TO SCALE) O LOT ass COVERS WITH AREA DRAINS 41 - 1 LEACHING POOLS SHALL BE PRECAST CONCRETE CEMENT STRUCTURES AS MANUFACTURED BY SUFFOLK PRECAST LA INC.OR EQUIVALENT.SHOP DRAWINGS SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. 2.ALL CONCRETE CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCTURES SHALL DEVELOP A MINIMUM NO WATER ENCOUNTERED I SIGN AND SEAL COMPRESSIVE STRENGTH OF 4000 P.S.I.IN 28 DAYS. O POOR MATERIAL IS ENCOUNTERED,EXCAVATION SACED TO BE CONTINUED3.ALL BRA RAGE STRUCTURES SHALL BE INLTO SUITABLE MATERIAL 8 BACKLEACHING SOILS.IN THE EVENT FILLED AS DETAIILED.NG TEST HOLE 9/7/2016 STORMWATER MANAGEMENT CONTROL PLAN DRAWING NUMBER: McDONALD GEOSCIENCE S M C P 1 STORMWATER MANAGEMENT CONTROL PLAN SCALE: V=40'4' PAGE NO.