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r.� Town of Southold 12/16/2019 y� P.O.Box 1179 o two T 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40940 Date: 12/16/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1350 Crown Land Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-7-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/20/2017 pursuant to which Building Permit No. 42233 dated 12/13/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING FRONT COVERED ENTRY, REAR STOOP, AND ATTACHED GARAGE,AS APPLIED FOR The certificate is issued to Aurone,Judith of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42233 11-29-18/12-4-19 PLUMBERS CERTIFICATION DATED 11-05-2019st Ho an A t ed Signature o�suFFo�K�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42233 Date: 12/13/2017 Permission is hereby granted to: Arnone, Judith 2645 Yennecott Dr Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1350 Crown Land Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.4-10 Pursuant to application dated 11/20/2017 and approved by the Building Inspector. To expire on 6/14/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $943.20 CO -ADDITION TO DWELLING $50.00 Total: $993.20 ui nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: (JX 0 LU �ay � �'-�— �'�' �` Lie— House No. f� , Street H let �1 Owner or Owners of Property: CJV(' K AT 11,0 rLc, Suffolk County Tax Map No 1000, Section I ® a Block `? Lot U Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary.Certificate Final Certificate: (check one) Fee Submitted: $ Applicant igna pF 50(/r�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ® • �o roger.riche rt((D-town.south old.ny.us lyenum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Arnone Address: 1350 Crown Land Ln City: Cutchogue St- New York Zip: 11935 Building Permit#. 42233 Section: 102 Block: 7 Lot 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA John Giella Electric License No: 4411-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat oil Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock ri Exit Fixtures 11 TVSS Other Equipment. installed 200a meter pan and main service panel, air condition, and oil furnace Notes: Inspector Signature: u Date: November 29 2018 r 81-Cert Electrical Compliance Form xls oF soU��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(cytown.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Judith Arnone Address: 1350 Crown Land Lane City: Cutchogue St: New York Zip: 11935 Budding Permit#: 42233 Section: 102 Block. 7 Lot 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 80 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 9 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO Detectors 3 Sub Panel 60a A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt20a Emergency Fixtures Time Clocks Disconnect Switches 66 Twist Lock Exit Fixtures [] TVSS Other Equipment. 3-bath fans, 4-paddle fans, 1-wirlpool bath, 1-combination smoke / co detector, 3-ARC fault circuit breakers Notes: service by others Inspector Signature: Date: December 4 2019 81-Cert Electrical Compliance Form(1)As 'moo fa: l Town hall Annex Telephone(631)765-1802 54375 Main Road ;t`�"�;, k ; ;' Fax(631)765-9502 P.O.Box 1179 G,, Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERT.IFICAT--I-O_N Date: Nau 19 Building Permit No.-- Owner: o._Owner: J UD TR ARPO1Ve --— __ - (Please print) --- ----- -- - -- A..-__Plumber: _ �fir J (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of Noven►be,e. , 20 I i Notary Public,_ t.&-a_ ._�Cbunty, BARBARA J. MOEBES Notary Public,State of New York No.O1 M04759577 Qualified in Suffolk County Term Expires OF S0UTy0 coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 11/FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � D ✓V1 �� r V� 6 I! 7y� l4 CJS DATE ! INSPECTOR OF SOUTyoI � o �y00UM'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO ) [ ] ELECT7AL (FINAL) REMARKS: O� o ' G DATE Z4$ INSPECTOR _ 1. .. - - S• ,. - - - -_. - - - .- - -. - --- _� - -----^ _ -- _- �ti�� ��oE souryo N o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA FINAL) J REMARKS: (T �, 4- � DATE INSPECTOR J' �vv33 ho��oe souTyolo # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm,o�'' 765-1802 INSPEC ION [ ] FOUNDATION 1 ST _ [ ROUGH PLBG. [ 1,F06NDATION 2ND [ ] INSULATION [ F MING /URABONq FINAL [ 'F'IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ( [ ] CAULKING REMARKS: l olim �! 'I/ l< i DATE INSPECTOR OF SO(/1�0� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .4 DATE INSPECTOR SOUlyO6 # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: ► 6vxr, Tor%/ =J f 40,w-cy) q) ovq -1� - A r - OPDKxv/' 1� OVVIA �6e& AW _rO� �Lot fA"w ,� DATE 11 124 wo INSPECTOR SOUT,y� # # TOWN OF SOUTHOLD BUILDING DEPT: cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ _ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ]-FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [' ],,ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE-C/O n' REMARKS: �1W ��� 1 6)CiD 6�-, hoY e�4y w �3aV5 AD qvi Sw� Ffit, ;A) f6w uqwl,(- �LkK .. h 5ktir) ovo wnc.,, u4rli (m vh& __ • v DATE INSPECTOR # # TOWN OF SOUTHOLD-BUILDING.DEPT. °`yrourm ' 765-1802 INSPECTION = [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE& CHIMNEY- [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ } FIRE`RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �aOF 50�jyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPECTION . eo [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)' KELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 09 DATE ?/ INSPECTORV` Fglgal�-7�� Peter Altenreither BPI Energy Assessments 226 Smithtown Blvd, Unit 111 DOE Home Energy Scoring Nesconset, NY 11776-2427 Manual J/D/S RESIDENTIAL HERS Ratings ENERGY Blower Door Testing Tel: 631.384.8498 /VNDEPENDENT ASSESSMENT g Fax:631-979-0824 PROFESSIONALS Duct Blaster Testing Email: Peter.iREAP@gmail.com HZEAMP ANSI Level I Thermography Blower Door Test Certificate Permit#: House address: %js—z? Cry wl) Lan W/4tity: C"-GW O ? Zip: Conditioned Floor Area (M: 2-2--'-- -3 CFA Volume (U)• 0 Maximum CFM50 @ 3 ACH VO Y ( 3 x Volume ) Test Result: CFM @ 50 Pa ACH- *60N) .. -- 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified asan r kage ra a no exceeding three air 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).Testing shall be performed at any time after creation of all penetrationsof 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 infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 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. I certify that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. he- Company Name: independent Residential En rgy Assessment Professionals, LLC Company Address:226 Smithtown Blvd, Unit 111 U Nesconset, NY 11776-2427 Technician: Peter Altenreither BPI I D#: 5011324 RESNET ID#(RTIN/RFIN):6736105/XSAGNQ Technician Signature: ate: Rocket Insulation,LLC(367) Job Number: 4068950 65 Air Park Drive Suite B RONKONKOMA,NY 11779 Insulation Certificate Insulation is Installed in the structure described below as follows: Work Area Item Installed Bags / Sq Feet 8 4'x 200'SC15100C 1 5MIL Poly 8,4'x 200'SC15100C 1.5MIL Poly DC315 Ignition/Thermal Banner(5 Gallon Pads) Fire Caulking Intumescent 814,Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent FPBOSS104NT BOSS 814 Firestop Intumescent Insulation Material and Labor Pursuant to Contract Picture Frame Air Seal LaPolla FL-2000-4G Regular Closed-Cell 5"R- 3.10 R-11 15"x 93"-Unfaced-Wood Framing Garage Exterior Walls R-13 15"x 93"-Kraft-Batts 2X4 Exterior Walls R-15 15"x 93"-Kraft-Wood Framing Garage Common Walls R-15 15"x 93"-Kraft-Wood Framing Basement Staircase Walls R-15 15"x 93"-Kraft-Wood Framing 2X6 Exterior Walls R-1915"x 93"-Kraft-Wood Framing R-19 i6"x 96"-Unfaced-Metal Framing R-21 15"x 93"-Kraft-Wood Framing R-21 23"x 93"-Kraft-Wood Framing Garage Ceiling R-38 15"x 48"-Kraft-Wood Framing Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Roof Rafters SWD Quik-Shield 108 YM Open-Cell 10 5"R- 3800 Attic Gable Walls SWD Quik-Shield 108 YM Open-Cell 5 5"R- 20.00 SWD Quik-Shield 112 Closed-Cell 1.5"R-9 80 •Fiberglass blow has no settling factor for R-values Job Name 1350 Crown Land Ln,Cutchogue,NY 11935 Job Address: 1350 Crown Land Lane Cutchogue,NY 11935 Date Completed: Jd S l2 r"; Insulation By: RoGkellF;rwIa#GA 65B Air Park Drive Ronkonkoma,NY 11779 i ' Project Summa Job: 1350CrowniandAvenue -�- wrightsoft® , Summary Date: Jul 03,2019 Main Zone AC 1 W. Kenneth D.Pudnas WebREPS, LLC Plan: 1350 Crownland Avenue 1880 82nd Arena Suite#203,Vero Beach,FL 32966 Phone:800.810-0280 Fax 888-971-2999 Email:manuall&mbrepsusamomVWb:www.H\A=ebGroup.com License:CAM54709 Project I • • For. Doug Scharadin,AMP Architecture M 15400 Main Road,Mattituck,NY 11952 O Phone:631-521-4505 Cell Fax:Office 516-214-0160 Email:dscharadin@am architectoom a .. Notes: Amone Residence,1350 Crownland Avenue Cutchogue,NY 119 03 40y O� Design Information Weather. Montauk,NY,US Winter Design Conditions Summer Design Conditions Outside db 18 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 35 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 12222 Btuh Structure 12795 Btuh Ducts 3469 Btuh Ducts 2473 Btuh Central vent(46 cfm) 2609 Btuh Central vent(46 ctm) 354 Btuh Outside air Outside air Humidification 2822 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 21122 Btuh Use manufacturer's data Rate/swingmultiplier 1.00 Infiltration Equipmeni sensible 17329 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Tight) Structure 3571 Btuh Ducts 100BtuentI vent(46 dm) 10Btuh Heating Cooling Outside air Area(ftz) 1283 1283 Equipment latent load 5721 Btuh Volume(fte) 11544 11544 Air changes/hour 0.11 0.06 Equipment Total Load(Sen+Lat) 23049 Btuh Equiv AVF(cfm) 21 11 Req,total capacity at 0.75 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Peerless Boiler Make Rheem Trade PB Trade RHEEM Model WBV 04-WPCL Cond RA1324AJl NB AHRI ref Coil RCF2417STAMCA AHRI ref 7507649 Efficiency 87AFUE Efficiency 11.0 EER,13 SEER Heating Input 175000 Btuh Sensible cooling 17700 Btuh Heating output 151000 Btuh Latent cooling 5900 Btuh Temperature rise 174 OF Total cooling 23600 Btuh Actual airflow 787 cIrn Actual airflow 787 cfin Airflow factor 0.050 cfrn/Btuh Airflowfactor 0.052 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. k wrisghtsoft- 2019-Jul-0315.3020 ti •�•� -.moo . RightSuite®Universa1201919.0.09RSU16998 Pagel /LCCA ..Archictecture(Lssac)11350 Crowniand Avenue rup Calc=NU8 Front Door faces SW f ` Job: 1350 Crownland Avenue Wrightsoft® Project Summary Date: Jul 03,2019 Master Zone AC 2 By- Kenneth D.Puanas WebREPS, LLC Plan: 1350 Crownland Avenue 1880 82nd Atenue Suite#203,Vero Beach.FL 32966 Phone:800-810-3280 Fax 888.971-2999 Email.manualj@webrepsusa.com Mb www.HWCWebGroup.00m License:CAC054709 ` Project Information For. Doug Scharadin,AMP Architecture >' 15400 Main Road,Mattituck,NY 11952 > -0160 Q Phone:631-521-4505 Cell Fax Office 516-214 Email:dscharadin@amparchitectoom ) Notes: Amone Residence,1350 Crownland Avenue Cutchogue,NY 11935 -� 374fl� yW' Its Des-igh Information Weather. Montauk,NY,US Winter Design Conditions Summer Design Conditions Outside db 18 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 35 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8515 Btuh Structure 10712 Btuh Ducts 3182 Btuh Duds 2267 Btuh Central vent(92 dm) 5235 Btuh Central vent(92 dm) 710 Btuh Outside air Outside air Humidification 4962 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 21894 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15395 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality T1 ht Fireplaces 1 (Tight) Structure 2036 Btuh Duds 959 Btuh Central vent(92 dm) 2206 Btuh Heating Cooling Outside air Area(ftp) 1075 1075 Equipment latent load 5202 Btuh Volume(ft3) 9677 9677 Air changes/hour 0.11 0.06 Equipment Total Load(Sen+Lat) 20596 Btuh Equiv.AVF(cfm) 18 10 Req.total capacity at 0.75 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Peerless Boliers Make Rheem Trade PB Trade RHEEM Model WBV 04-WPCL Cond RA1324AJ1NA AHRI ref Coil RCF2417STAMCA AHRI ref 7507649 Efficiency 87AFUE Efficiency 11.0 EER,13 SEER Heating Input 175000 Btuh Sensible cooling 17700 Btuh Heating output 151000 Btuh Latent cooling 5900 Btuh Temperature rise 175 OF Total cooling 23600 Btuh Actual airflow 787 crn Actual airflow 787 cfm Airflowfactor 0.067 dmBtuh Airflowfactor 0.061 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 1 -Ofd- wrightsott- 2019Jul-0315.3020 .�r •� � �p.. RghtSuite@ Uniwmal 20l9 l9.0.09 RSU16998 Page t ACCA ..Archictecture(Issac)\1350 crownland Avenue rup Calc=NU8 Front Door faces SW µ a F r a Y n r 1 i � t�� ' A, � ' "'� �* � '� - -+.. � +fes ��..� -+��� � .ice � � �- rr s r�! _ �. � Q � a fi x �. �- ,� # � � ,� �, '��' �, �� �*. �. a •x, � g � ;° s�i � -�. ..s. .r _��� _ .. _ _, h .. � •* "�i-. � s •' *: � .. .rt _4 it , + - _+ Its sib 4 + -f r itsWIS. f .om& y PW- Ab i lob U6 • + R 1q f f t Its Ago%.. r + r r all no Sit U r list ., III ` # 1 ' r w i. sit f c lisp _ r s i lift �i Se 6 +s r .^ 1 I 31 t �k r 1 1 • ' • COMMENTS FOUNDATION (1ST) -------------------------- All Tid • 1 - -� PLUMBING 1491mou-'am ' 7 i. l3W.MATIfialfr1ri Md INSULATION PER N.Y. J..MW STATE ENERGY CODE OA Iu 4 �AG1i��, R `f� ' ADDITI1iNAL COMMENTS , w.. 4- 'f TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX:(631)765-9502Survey Southoldtownny.gov PERMIT NO. q2Q33 -2� Check Septic Form N.Y.S D.E C Trustees C O Application 3 Flood Permit Examined 20 Single&Separate IV Truss Identification Form Storm-Water Assessment Form 2 Contact: 1 Approved c� 20n Mail to. Na V g�t '✓'✓✓ (%� Disapproved a/c /w _ / Phone• CY 'g7 DJC Chx irate A'- s i ing Spector N O U 2 0 2017 APPLICATION FOR BUILDING PERMIT �' r. �� Date / 20 )7 T INSTRUCTIONS TOWN OF SOUrHOLI) 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) (Mailing address of applicant) State whether applicant is ower,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 1�L51!!h K,&r Name of owner of premises J L)4- AA- (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whiy4 proposed work will be done.. House Number Street ( Hamlet County Tax Map No. 1000 Section 1 0 Block Lot f P.Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intend use and occupancy of$roposed construction: a. Existing use and occupancy �O I���_�1,IM IL!4_�LI G 1 dP/YL G� b. Intended use and occupancy � ' -e- ly I T I 0✓I S /� 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost "--.7 cot � Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front &cad 1 Rear ��P Depth Height &I Y--Number of Stories Dimensions ofmei structure with alterations�or additions- Front 1p�? Rear/d Depth Height , Number of Stories / 8. Dimensions of entire new construction:Front 0 t^r �R Depth Height Number of Stories 1 9. Size of lot:Front 1V•Ja 2✓6 ?JRear a Oa-5 j Depth )9'7- �RO a 10.Date of Purchase a i7) Name of Former Owner � 11.Zone or use district in which premises are situated a-— y1 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO — 14.Names of Owner of p•emises ► � ��� � --Address Ca% �J LkPhone No. Name of Architect Address Fi 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 *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE 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_�-jam 0d'nw1 1 r/L'U q q, being duly sworn,deposes and says that(s)he is the applicant (Name of indi idual signing c ntract)above named, CONNIE D. BUNCH Notary public,State of New York (S)He is the DzS No.01 BU6185050 (Contractor,Agent,Corporate Officer,etc ua a In Suffolk County Commission Expires April 14,2DQLD 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 tins application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth m the application filed therewith Sworn to before me this �n jj day of�D 'Cy l/ �-2o/ Notary Public Signa f Applicant Acott A. Russell d° '� ST01KMWA\TIE]k SUPERVISOR z 1\\4[A\1NA\G]EME NNIF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET NOV 2 2 2011 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROM' INVOLVE ANY OF THE FOLLOWING. Yes No (CMCK ALL THAT APPLY) ❑[.A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more'than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[,3 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square 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 wlth your Name, Signature, Contact Information, Date & Connty 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,witff—your Building Permit Application. APPLICANT: (Property Owner.Design Professional,Agent,Contractor,other► S.C.T.M. #: 1000 °ate � � rDistrict h NANAMElS - -t/ V 11- 1-7-17 w� Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information Reviewed By 011u nf--t `1 — — — — — — — — — — — — — — — — Date- l�'•Zo��7 Property Address/Location of Construction Wort — — — — — — — — — — — — — — — — — 0 W VN IDApproved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000CHAPTER 236 (Property Owner.DWA P diniml,Agent,Contraetor,Otter) �® __TWW O �i' + ��� /D Stormwater Management Control Plan CHECK LIST; NAM �ar�w_ j'I Ow Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. «1 Pfe�P 06 311�5 "—pl; ��S 6� Dater The applicant must provide a Complete Explanation and/or Reason for not providing . I`F- all Information that has been Required by the following Checklist! �gnawret raepeom�Tumbc. 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 30-0L.F. 0 of the Site Boundary as required by§236-17(00. (NAGE INSPECT d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Contact TOS En ginee e. Limits of Clearing & Area of proposed,Land Disturbance. Backfill OR - 0 Before f. Existing&Proposed Contours of the Site (Minimum Z Intervals) 0 0 that theCertification g. Location of all existing&proposed structures, roads, as sae to Code. driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. T CONTROLS I. Location of proposed Swimming Pool and discharge ring. u e but not be limited to: ). Location of proposed Soil Stockpile Area(s). A wellmaintained Constructio k. Location of proposed Construction Entrance/Staging Area W. ire acked Silt Fencing, 1. Location of proposed concrete washout Seeding of exposed and/or inar M.Location of all proposed erosion&sediment control measures. We sells, 2. Stormwater Management Control Plan must include Calcdlations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to C 12 a. Erosion&Sediment Controls. 0 b. Construction Entrance&Site Access. BUH.DM DM c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. ,infiltration basins,swales,etc.) ****FOR ENGINEE NG DEPAR ENT USE ONLY Additional Information is Required. Reviewed& ! Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: L 4 7-Z7 ® SMCP has been approved by the Engineering Department. FORM 0 SWCP Check List-TOS MAY 2014 01 6 2018 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger;richertRtown.soutlidld.ny.us APPLICATION FOR-ELECTRICAL INSPECTION REQUESTED BY: Date:, Company Name: Name: License No.: email:, Z'0-V /(�&X'0-'i '771 Pddr6ss: & dov' P 6 14 —LA 1Phone No.,: 2 9? -,'?7�' JOB SITE INFOR- MATION: (All information Required) Name: Address:. 4�2 Cross Street: Phone No.: U Bldg._Permit#: email: Tax Map,District:, 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ct 7 Circle All T-hat Apply: Is job ready for inspection?: ✓ (YED NO Rough In Final Do,you need a Temp Certificate?: YES NO Issued On Temp-llnformation: (All informalion,,e,,wred) SoNilce,S ize 1 P 3 Ph Size:, -201-? A, # Meters, Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead k-Underground Laterals 1 2 H Frame Pole Work done on Service? Y N ,.Additional.Information; ;PAYMENT DUE WITH APPLICATION dl W C�o "y- 82-Request for Inspection Form As to Ae gOEFQIK BUILDING DEPARTMENT - Electrical Inspector �p C TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �Ol ' roger.richert(cr_town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION - - - Date: - - EQUESTED BY. -,I-r c�YUQ CG �i1 Company Name: Name: License No.: email: Q9z)4_--V(0 6ni. a Address: 135-0 etr ►'.► CvAc Phone No.: err JOB SITE INFORMA TION: (All Information Required) '' ll Name: i'ID -e St P 4nna.n Address: 13dC r Cross Street: 2 Phone No.: 631 03` -- S+_(v Bldg.Permit#: _�Z 2 3 email: Tax Map District: 1000 Section: (oo� Block: 7 Lot: /,-0 41 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That APP y: 1 O_N� Is job ready for inspection?: YES Rough In �1/CLQ Final ' Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FonnAs Town Hall Annex �® ��G Telephone(631)765-1802 54375 Main Road $ Fax(631)765-9502 P. O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOT-ICE EOF.-UTILIZATION OF TRUSS TYPE�CONSTRUCTION, PRE-ENGINEERED _ _ -WOOD CONSTRUCTION ANIIIOR TIMBER CONSTRUCTION Date: U- 1 1 - 11 - Owner: ._ ')UJ'a+k Location of Property:- Please take notice that the (check applicable line): New commercial or residential structure 1i Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) I✓ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form):_ Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Dwyer, Tracey From: JUDITH ARNONE <jarn58@optimum.net> Sent: Friday, March 29, 2019 10:02 AM To: Dwyer, Tracey Y Subject: ARNONE/permit#42233 extension. D MAR 2 9 2019 DD M- UILDiLgg D' . OWN®_F SOL7UOLD Good Morning; I am writing to request a six month extension for my BUILDING PERMIT# 42233 for the property at 1350 CROWN LAND LANE, Cutchogue. According to my records,that would give us till 12/14/19 to obtain our CO. Please let me know if this is approved. I appreciate your help. Judith Arnone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 I S � v � ARNONE Kt"51DENCEZ Q Z Additions * Kenovation to Ex15tin cj Residence m APPROVAL OF STOIC CONTROL P MWATER MANAGEMENT N 'T n Cod Date.- ter 236Date.- 2 l , (EL. 30) Approve by: 51TE PLAN o N SCALE: 32" = I '-O" DRAINA E SPECTIONSARE REQUIRED N j Contact TOS Engineering at 765-1560 before _ 5CTM: 1000- 102-7- 10 R/ Backfill, OR Provide Engineer's Certification Information taken from that the drainage has been installed to Code. o survey prepared `by EROSION &SEDIMENT CONTROLS Q Roderick VanTuyl, PC Greenport, New York Shall include,but not be limited to: A well maintained Construction Entrance, dated May 9, 1985 Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive solj$ C PROPERTY AREAS: O I— Exl5tln Lot area: 40,007 5C�.ft. o Total xl5ting house: I GG5 it Exl5t=j lot coverage: 4. 1 % Proposed New Areas: 1743 5CJ.ft a CombinedTotal Areas: 3408 5q.ft. C TOTAL LOT COVERAGE: 8.5% Area of Con5tructlon Includes: ti New Garage 043 5CI.ft. New Addltlon5 800 5C,.ft. 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F ,sr f` I{ toil �4S __ - .-_ .�._-.._._ __'-_ .__ _�. _ - - - _- . . ".�;EP;':i, � •exrw ,f'S�f-R,Y`: ''."-.t'?p`:`�•f,''rh�`` 1 1 ` j%i' .v�%': ;- ��:�{':•..°)�:Le'G`.wt .Yx-ger+`"-yey-*.. ROM 12 07 o + .4 52507 E. 199.4,7 /VACA'.,fT1 ryh+ - 4, iWELL f 4 N M N /O=MONUMEhXT ALE G'`'r9 N i 1I• ---illf / O=MON PIPE CO L1 r ff NorE l)NLE55 07'F(E2__'_rli5c tNPiC11.'1'�U, :•� =4*"'fls�. "�•'' ' 'tp"' - ?.7;- IAT WO'5,REF'E2 7Y3 t4AIP OF ( �^ ..VA.V MT) CROWN IAND I kmEF1UED - ! 71•i_E SUFF.C .:LE21G`S POOL- 1 � � SUFFOLK COIRiTY HEALTH DEPARTMF.hi "' °�" �"� J` �• S° JUN 141995 H. D. SHF. #ff O _ _ ghe sewage disposal and water supply *Y i N tacilitie9 Yor.this locationhave beenQ"� jam 4pspected by this department and found - Vo be satisfactory. Q" rI P. A �� x Chief of..Genbral Enginee;G. ;e ! 21 ._�.�2'�3'50 ,n/.°< 98.8¢ Services - ii tVA C AaVTi _ 2SViSEiOCT. —_Si9P � .. .` Q,a UA g 1985MAP AENQEi-MAY n s i �!F P-e_O E2 " r 1 j + / \. DAN 4 ^` -SUQVEYE& F02 Gt.%e�,hT'Er-o To :RE CF-Mv CO-ITLE lbrug.w--E CA: a v �a% !_ i M ( F2 I D!"'1�.�i�?t�! 7 ��`3 As 5Jf2'✓EYE6 r,:wm. 'DF-eq-)--HCX1.Ji N.Y d�F MAP DATA_1000-IQ2'T-to, _. .. - .. -. � .. .. ., � i '=J" Yv 4• - 3•..1%•^1`` `�.> REScheck Software Version 4.6.5 Compliance Certificate Project Arnone Residence Energy Code: 2012 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: DA M. �j► Construction Site: Owner/Agent: Designer/Contractor: lV ,ZOO 'Q 1350 Crownland Lane Nancy Dwyer Annette Gonzalez Cutchogue, NY 11935 1350 Crownland Lane AMP Architecture Cutchogue,NY 11935 204 25th Street suite 203 © brooklyn, NY 11232 l� 03740 y0� O � • • • UA trade-off Compliance. 2.5%Better Than Code Maximum UA: 591 Your UA: 576 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall 1:Wood Frame, 16"o.c. 273 19.0 0.0 0.060 14 Window 1:Vinyl/Fiberglass Frame:Single Pane 13 0.300 4 SHGC: 0.40 Window 2:Vinyl/Fiberglass Frame:Single Pane 28 0.300 8 SHGC:0.40 Wall 2:Wood Frame, 16"o.c. 130 19.0 0.0 0.060 5 Window 3:Vinyl/Fiberglass Frame:Single Pane 52 0.300 16 SHGC:0.40 Wall 3:Wood Frame, 16"o.c. 28 19.0 0.0 0.060 1 Door 1:Solid 18 0.300 5 Wall 4:Wood Frame, 16"o.c. ! 16 19.0 0.0 0.060 1 Wall 5:Wood Frame, 16"o.c. 16 19.0 0.0 0.060 1 Wall 6:Wood Frame, 16"o.c. 20 ` 19.0 0.0 0.060 1 Wall 7:Wood Frame, 16"o.c. 210 19.0 0.0 0.060 11 Window 4:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC: 0.40 Window 5:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC: 0.40 Window 6:Vinyl/Fiberglass Frame:Single Pane 8 0.300 2 SHGC:0.40 Wall 8:Wood Frame, 16"o.c. - 125 19.0 0.0 0.060 4 Project Title:Arnone Residence Report date: 07/12/19 Data filename: C:\Users\AMP10\Google Drive\AMP Architecture\Private)obs\01_client By Name\Nancy Page 1 of 10 Dwyer\Arnone Residence-1350 Crownland Lane, Cutchogue\Arnone Residence Res check.rck i Gross Area Assembly Cavity Cont. Perimeter Window 7:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC: 0.40 Window 8:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC: 0.40 Door 2:Solid 36 0.300 11 Wall 9:Wood Frame, 16"o.c. 163 19.0 0.0 0.060 8 Window 9:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC:0.40 Window 10:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC: 0.40 Wall 10:Wood Frame, 16"o.c. 104 19.0 0.0 0.060 5 Window 11:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC: 0.40 Door 3:Solid 14 0.300 4 Wall 11:Wood Frame, 16"o.c. 240 19.0 0.0 0.060 9 Door 4: Solid 90 0.300 27 Wall 12:Wood Frame,16"o.c. 256 19.0 0.0 0.060 15 Wall 13:Wood Frame, 16"o.c. 200 19.0 0.0 0.060 10 Window 12:Vinyl/Fiberglass Frame:Single Pane 9 0.300 3 SHGC: 0.40 Window 13:Vinyl/Fiberglass Frame-Single Pane 9 0.300 3 SHGC:0.40 Window 14:Vinyl/Fiberglass Frame:Single Pane 9 0.300 3 SHGC: 0.40 Window 15:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC: 0.40 Wall 14:Wood Frame, 16"o.c. 16 19.0 0.0 0.060 1 Wall 15:Wood Frame, 16"o.c. 232 19.0 0.0 0.060 12 Window 16:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC: 0.40 Window 17:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC: 0.40 Window 18:Vinyl/Fiberglass Frame:Single Pane it 0.300 3 SHGC:0.40 Wall 16:Wood Frame, 16"o.c. 84 19.0 0.0 0.060 4 Window 19:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC:0.40 - Wall 17:Wood Frame, 16"o.c. 80 19.0 0.0 0.060 3 Door 5:Solid 38 0.300 11 Wall 18:Wood Frame, 16"o.c. 97 19.0 0.0 0.060 5 Window 21:Vinyl/Fiberglass Frame:Single Pane it 0.300 3 SHGC: 0.40 Window 22:Vinyl/Fiberglass Frame:Single Pane 11 0.300 3 SHGC:0.40 Wall 19:Wood Frame, 16"ox. 104 19.0 0.0 0.060 5 Window 23:Vinyl/Fiberglass Frame:Single Pane 3 0.300 1 SHGC: 0.40 Door 6: Solid 19 0.300 6 Wall 20:Wood Frame, 16"o.c. 240 19.0 0.0 0.060 4 Door 7: Solid 90 0.300 27 Project Title:Arnone Residence Report date: 07/12/19 Data filename: C:\Users\AMP10\Google Drive\AMP Architecture\Private Jobs\01 Client By Name\Nancy Page 2 of 10 Dwyer\Arnone Residence-1350 Crownland Lane, Cutchogue\Arnone Residence Res check.rck }D U z Q ARNONE RE51DENCE z 16-0"MAX. C. to C. Additions * Renovation to EXlsting Re5ldence-------------------- m U_ GRADE _ m z0"a- S48012'20"E 2025 I' ( W (EL. 30) _u— SITE PLAN 44 - 4 ( MIN. rO (EL. 27) SCALE: 32 = 1 '-0" N SCTM: 1000- 102-7- 10 Information taken from LU PERSPECTIVE VIEW — survey prepared by Q o Roderick VanTuyl, PC o Greenport, New York 36" MINIMUM 2 x 2 Ln FENCE POST m dated May 9, 1985 0 N WOVEN WIRE FENCE z PROPERTY AREAS: 0 (6 x 6 - 10/ 10 WWF) z EXIsting Lot area: 40,007 561.ft. (J") o FILTER CLOTH N Total Existing House: I GG5 = 11 o EXlsting lot coverage: 4. 1 % APPROX. WELL LOCATION Proposed New Areas: 1743 sc1.ft w EMBED FILTER CLOTH C ! GIDE J MIN. 6" INTO GROUND ombinedTotal Areas: 3408 5Cj.ft. C z �D TOTAL LOT COVERAGE: 8.5% 4" Area of Construction Includes: NOTE` OUTLINE OF BUILDING ENVELOPE New arage MAXIMUM DRAINAGE AREA 3 sg.ft. 1/2 ACRE / 100 LINEAR FEET New Additions 800 sc�.ft. Extent of Construction: 3408 sa.ft. SECTION DETAIL Extent of Land Disturbance: SILT FENCE DETAILS - NTS 9,000 sa.ft.+/- *TO BE CONTAINED FULLY BEHIND TEST HOLE J SILT FENCE SITE PROTECTION; L TO BE INSTALLED PRIOR TO SILT FENCING THE START OF CONSTRUCTION- r-- . CONTINUOUS AROUND STRUCTURE � TESTHOLE C�ATIOl� \ L U o DRYWELL 2 \\\ Ln ° o I (EL. 25) ELEV. 25' +/- m °o \ 30 � 105'-0" \`\ BU' SEDIMENT NONTSITE EEP I \ SILT FENONG CONTINUOU5 \ TOP w AROUND PROPERTY!TO a EITHER SIDEOFENTRANCE n SOIL STOCKPILE DURING 30-0 1 SOIL o EXCAVATION FOUNDATION DRYWE L1. 3 PROPOSED NEW AREAS -2'-011 O O — CONSTRUCTION TO BE ►— , Cl 0 a EDIST IBUTED OUND HOUSE w.: R R R 0 w - w o - 0 6 APPROVAL T BA FI .� UPON A PROV L O C LL w w K 0 N lr 0 d Q a Q a W W - O W - SAND ( U O N m - o GRAVEL L . . . . . . . . . . . . I � CONSTRUCTION PLAN VIEW DRYWELL I m "STAGING AREA" �' \ CONCRETE WASHOUT � 12'-0" U \ EXISTING I STORY q ►.�_) o HOUSE TO REMAIN m a' EXISTING GRADE \ PEASTONE m ROOF GUTTER Q() (I st FL. ELEV. 29.6+/-) X R O A D DIRT PARKING N HOUSE L a a W CONSTRUCTION ENTRANCE -TEMPORARY AREA v o CONSTRUCTION DRIVEWAY TO BE RCA \ 5C) � >u�SRC SILT FENCING —� �01_011 P,R, oBLEND G" ABOVE GRADE \ �� P �� _j of M a SECTION DETAIL < LEADER a- 4 O a \ + }a / h+y z N TEMPORARY CONSTRUCTION ENTRANCE - NTS ��'�� = 0 �� FINI_51 IL_LJ EW AVE 62'-0" EXTENSION `�-� ,.......:M-y'` ENTRANCE ��( \( ARAGE TO BE DIRT (EL. 26) � DRYWELL PEA STONE w/ QRASS CENTER ° TEMPORARY CONSTRUCTION a a _ GRADE CLEAN SAND SHOULDER DRIVEWAY TO BE R.C.A. FILL I U AREA. TYPICAL APPROX. LOCATION OF EXISTING 77. \\�\� Z EXISTING ASPHALT II ° cn ROAD suRFACE. G ABOVE EXISTING GRADE. a SEPTIC FIELD, TO REMAIN; DRIVEWAY ENTRANCE RUNOFF CALCULATIONS: °' ° ° ° SCDHS APPROVED 6-14-1985 0 ® ® ® ® ®capacity = 300 GRADE z 57G x . I G7 x 7.5 = 72 I allons of runoff - ® ® ® ® ® ® ����\ \ \ \i I— g D ® ® ® ® ® @ (I} II -11 CONSTRUCTION TRUCKS, I '-0" x 8'-O" 0gallons a � 721 / 300 = 2.4 \ ° D ® ® ® ® i n — EQUIPMENT TOOLS ETC. TO - 0 0 MI N Runoff Containment Rec(uires: � 4 (ENTRANCE PROPERTY HERE. ® ® 0 ' o0 0 0 D o (I) 3'-O"deep x 8'-0" Q� ring \ U =QI D D Oq�Q13 D p00 D000 CLEAN GRAVEL FILL. (provides 900 total capacity) DRIVEWAY DRYWELL d'° ° a ® PRECAST ONCRETE z `° (1111— r�o 0 o q ° \ IFRST 30'-0" OF FINISHED - ® LEACH( RING - ; 0 0 o FILTER CLOTH ° ° ® 8'-0"0 x DEPTH CALCULATED TYPICAL LEADER ELEVATION / SECTION (n } 0 oQ oo o 0 o a a a ID�IVEWAY TO BE PAVED; d ® ® ® Not to Scale U_I Z D D O a D p D a o \ ° ° PTCH TO DRAIN ® ® RUNOFF NOTE: d D UNEXCAVATED SOIL (EL. 22) 0 TRENCH'®RAIN ® ® W o II III (EL. 23) Q D O O Q D Cd D�OQ (EL. 24) Leaders locations s pe around; N47°26'I 0'W 167.22' D o 0 D o0 IILiJ=11111 installer - all leaders drain to p 4 0 O D o Q 0 0� —11� 35.43' FINISHED DRIVEWAY FROM PAVED CLEAN SAND GRAVEL G" O PVC pipe to new d N52°51'I 0 W 11111- IIIIIIlU - ENTRANCE TO GARAGE TO BE DIRT p p rywe s U lull-1111N1111- I �PEA STONE w/ GRASS CENTER UN FF CALCULATIONS: Qz FRENCH DRAIN DETAIL - NTS CROV�N LAND LANE ! D 83 I x . I" X x 7.5 = 4798 gallons of runoff z (I) 1 '-0" x 8'-10" O capacity = 300 gallons 798/ 300 = 15.99 ! ; - 7 2,511 7 Runoff Containment Requires: (4) 4'-O"deep x 8'-r0" 0 ring PAGE: *'U77I)TINIO DEPT. (provides 4800 total capacity) v vVN OF SO OLD UNAUT/�OR/ZED AL TERA TION OR ADD/T10N TO T/1/S DR4 WING AND RELA TED DOCUMENTS/5 A VIOLA TION OF.5EC 7209 OF THff N.Y.5. DDUCA TION LA W 51te, oC ARNONE RE51DENCE 0 U z Q z 16-0-MIx. C. to C. Additions * Renovation to EX15tlncj Residence GRADE t�m �r`r i C.•'.r/!'�'(EN( R-F 1 w 54801 2'20"E 202.5 I' (,'orf!I1 1+_ ? 1 E OF OCCUPANCY (EL. 30) j f _ SOLDER USED 1N VVATER �f ,� MIN. SITE PLAN SUPPLY SYSTEM CANNOT N F \� - .KGEED 2110 OF 1% LEA,D. II = I 1I (EL. 27) SCALE: 32 I 0 N ��O SCTM: 1000- 102-7- 10 pL APPROVED AS NOTED COMPLY l��"i H.' L CODES OF Information taken from w ILI PERSPECTIVE VIEW m �a3 � NEW YOP4< NATE TO'. NN CODES survey prepared by DATE: B.P.# AS R"„I_j;,-SED ANCA ONDITIONS OF Roderick VanTuyl, PC w f FEE: ���U BY: ;�"- . I'v:Ell��l� Greenport, New r NOTIFY BUILDING DEPA ENT AT 'u' "' p W YO k dated May 9 1 985 765-1802 8 AM TO 4 PM FOR THE U1H( '4 ALL PLJ y 36 MINIMUM 2 x 2 Ln � •� �•-• •_�,..'I r: FENCE POST 4 I vuvu ARD 1 J•1i X13 LINES N,E D: . FOLLOWING INSPECTIONS: TES71.".;G EEF®fir.C,,;,,f;:.r,,)P'; N 1. FOUNDATION TWO REQUIRED - v TEES PROPERTY AREAS: �r WOVEN WIRE FENCE z FOR POURED CONCRETE IN.Y.S,Gi 17— (G x G - 10/ 10 WWF) 2. ROUGH -FRAMING & PLUMBING Z . xlsting Lot area: 40,007 scl.ft. (� o s. 1NsuLATION Total Existing House: I GG5 = FILTER CLOTH o a. FINAL - CONSTRUCTION MUST i=f � E N Exlstln lot Covera e: 4. I % 11 N BE COMPLETE FOR C.O. g g -�t LO r e ens n TIC)N,A E REQUIRED . . C311 li :€21� .w.:D' .. 5 F,E ® ALL CONSTRUCTION SHALL MEET THE t� _::'. ..r,r•���^^�^ < - ? t- �-: — APPROX. WELL REQUIREMENTS OF THE CODES OF NEW : fFI+,:�. :: ;-.� t:,i,r, erinrat755-1500before Proposed New Areas: 1743 sq.ft LOCATION YORK STATE. NOT RESPONSIBLE FOR `` ' 'n EnOie•-r's Certification GSD DESIGN OR CONSTRUCTION ERRORS. tl ��::f; �% =:. ;.:�� nas be.n is stalled to Code. CombinedTotal Areas: 3408 sc�.ft. EMBED FILTER CLOTH F _ TOTAL LOT COVERAGE: 8.5% MIN. G" INTO GROUND z l^USS PLf+CAr,D1! G r?t 4" OCCUPANCY OR 6= - Area of Construction Includes: NOTE:MAXIMUM DRAINAGE AREA U I AWFUL OUTLINE OF BUILDING ENVELOPE New arage 3 scl.ft. 1/2 ACRE: / 100 LINEAR FEET WITHOUT CERTIFICATE New Additions 800 sc[.ft. Extent of Construction: 3408 scl.ft. SECTION DETAIL OF OCCUPANCY $lovrer door and ductwork Extent of Land Disturbance: All exterior lighting Installed,replaced or testing required. 9,000 scl.ft. SILT FENCE DETAILS - NTS repaired shall conform *TO BE CONTAINED FULLY BEHIND � SILT FENCE SITE PROTECTION; TEST HOLE to Chapter 172 SILT FENCING i TO BE INSTALLED PRIOR TO Of the Town Code Must provide Manuals _ o THE START OF CONSTRUCTION- 17 J and S as per z ,� COO�NTI US AROUND STRUCTURE �\ }'SYS Energy Code TEST HOLE E �, o 0 0 I \ DRYWELL 2 `� \ ELEV. 25' +/- m o 0 (EL. 25) 30' 4 1 �� BUT SUFFICIENT TO KEEP I 105'-0" SEDIMENT ON SITE ` � TOP SILT FENCING CONTINUOUS _ AROUND PROPERTY*TO 501L " SOIL STOCKPILE DURING 30'-0" DRYWELL. 3 z > EITHER SIDE OF ENTRANCE EXCAVATION * FOUNDATION PROPOSED NEW AREAS -2'-0" p O C — CONSTRUCTION TO BE EDISTRIBUTED AROUND HOUSE — w.. 0 R _� D LU w -011 - - o UPO WQ I 6N APP A TO BACKF 0 w ILLQ J 0 0 a Q 0 a a I O 0 FY A w I S ND 4:v V - 3 N m GRAVEL . . . . . . . . . . . . . . . . . CONSTRUCTION DRYWELL I \ m I ❑ PLAN VIEW l "STAGING AREA" L" \ CONCRETE WASHOUT 12'-O" U G C \ EXISTING I STORY ° LU \ o HOUSE TO REMAIN m aLU EXISTING GRADE \ PEASTONE ROOF GUTTER N a ROAD \ DIRT PARKING N (I st FL. ELEV. 29.6+/-) LU i--i ❑a \ I HOUSE U a a CONSTRUCTION ENTRANCE -TEMPORARY \ AREA �o 1D A f CONSTRUCTION DRIVEWAY TO BE RCA J SILT FENCING 0'-D° �5 ' 'U a BLEND G" ABOVE GRADE \ �, P o a 5ECTION DETAIL \ '" `�,; =p LEADER \ \ Z 0 cv ix TEMPORARY CONSTRUCTION ENTRANCE - NTS -., ° Z� � �• .. Pad � a FI N ISt1 E0EW AVE 62'-011 �' r, .� EXTENSION ENTRANCEzl�� GARAGE TO BE DIRT (EL. 2G) �� DRYWELL * PEA STONE w/ BRASS CENTER TEMPORARY CONST U( Tl( Na GRADE CLEAN SAND SHOULDER DRIVEWAY TO BE R.C.A. FILL ° 4 APPROX. LOCATION OF EXISTING i \/\/ z AREA. TYPICAL EXISTING ASPHALT GII ABOVE EXISTING GRADE. \ ° a ° SEPTIC FIELD, TO REMAIN; ROAD SURFACE. ° a dSCDHS APPROVED G-14-1985 ° �'•- ;..: ::- ,.:.:. :.:...: ......: / /. DRIVEWAY ENTRANCE RUNOFF CALCULATIONS: GRADE= . - ® ® ® ® ® ® 57G x . I G7 x 7.5 = 72 1 gallons of runoff D M ® ® ® ® III _I -1 I _ ' ::; @ (1) 1 '-0" x 8'-0" O capacity = 300 gallons a CONSTRUCTION TRUCKS, D 721 / 300 = 2.4 /\\ \ \/ \ \/\ \ ( o ° . . EQUIPMENT TOOLS ETC. TO ® ® ® ® ® 1 0'-0'i M I N zLD a ® ® ® ® ® D Runoff Containment Requires: �� a O \� 00 0 OD 0 0 D ( 1 ) 3'-0"deep x 8'-0" 0 ring \ a ENTRANCE PROPERTY HERE. - _ U � =ITIT1 D 0 D 0 0 o 0 CLEAN Gr�vEL FILL. (provides 900 total capacity) DRIVEWAY DRYWELL a ® PRECAST ONCRETE z . �o o ° ° ° ° \ FIRST 30'-011 OF FINISHED - ® LEAcl11 RING - TYPICAL LEADER ELEVATION / SECTION �o p Q FILTER CLOTH ° ° ® 8-0 O DEPTH CALCULATED ;. Q o a a a DRIVEWAY TO BE PAVED; D ® ® Not to Scale � Z G Do D o° D °D ° 0 ° PITCH TO DRAIN D a D O = UNEXCAVATED SOIL (EL. 22) Cz d 0 O 0 = (EL. 23) TRENCH GRAIN ® ® Gut eRU OrsFconOt nucously around; LU o OCaQO D p �0 a D O 0 0 Q 0 III— (EL. 24) Ln tallerocali io as as per � D 0 llll1=11111 N47°2G'10"W 167.22' s a e ders drain to p 4 DOD 0 4 0 0� = 35.43 FINISHED DRIVEWAY FROM PAVED CLEAN SAND GRAVEL G" 0 PVC pipe to new drywells. N52°5 I'10 W 111.11-1 I111ll11- I I == ENTRANCE TO GARAGE TO BE DIRT RUNOFF CALCLULATIONS: z Illll-llllilllJ- I PEA STONE w/ GRASS CENTER r �.I� 383 1 x . I G7 x 7.5 = 4798 gallons of runoff z FRENCH DRAIN DETAIL - NTSCROWN LAND LANE ' '- .J ' D @ (1) I'-0" x 8"-0" O capacity = 300 gallons U wv4798/ 300 = 15.99 7 :'117 Runoff Containmient Requires: (4) 4'-O"deep x 8'-0" 0 ringPAGE: F (provides 4,800 total capacity) T WN OF SOUT:70LD 51tC UNAUTHORIZEO AL TERATION 09 ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION O)F 5EC• 7209 OF THE N.Y5, EDUCATION LAW �D U ARNONE RE51DENCEz . Q z Additions Renovation to Existing KC51dence NEW CONSTRUCTION N t- ARCHITECTURAL ASPHALT z o ROOF SHINGLE O I"X 8" FASCIA BOARD DECORATIVE WITH NOSE *-COVE (- PRE-FAB CUPOLA \ MOULDINGS WITHIN GABLES SEAMLESS GUTTERS J CONTINUOUSLY AROUND; Z J LEADER LOCATIONS AS PER A 351 A 351 — AN I AN I AN I INSTALLER u--1 Q U AN I AN I FASCIA�VINYL VENTED BEADED SOFFIT; OVERHANGS (n AS SHOWN ON PLAN Z r � ETG � I"X 4" CORNER BOARDS; z � � I"X 4" FRIEZE BOARD-ALIL AZEK IL HARDIE SIDING; STYLE AS JUL JUL SELECTED TE 111E [F�l A 28 PROVIDE 5'X 4" CASINGS OEF. WITH DRIP EDGE AROUND ALL TW2442 WINDOWS � DOORS; TW26410 LTW2C-4]10 UTW2C4 L[TW2G4iO TW26410 L[TW2;G;410 WINDOWS TO RECEIVE 4"X 4" SILL (TYPICAL ALL) N � 3 O ATI ON EXISTING 3 BEDROOM HOUSE TO REMAIN Q U o FRONT ELEVATION AS A 3 BEDROOM HOUSE. EXISTING SANITARY o0 AS CONSTRUCTED IN 1 985 IS ACCEPTABLE AND m p SCALE: 4" = i'-0" TO REMAIN. PROJECT TO INCLUDE I STORY ADDITION, CONVERTING GARAGE, RELOCATING KITCHEN, FAMILY KDOM * MASTER SUITE, ADDING OF NEW GARAGE MUDKOOM z z OLLJ Q- pDC Q NEW CONSTRUCTION Q c . uj LU CL Y ao LLL TW26410 TW26410 TW26410 TW2852 TW2852 $ " Z BIGHT 51DE ELEVATION � 19 SCALE: 4"= I '-0" O u U in u Z . U (n } W u C) z I/ o Wy O Q 6� y. I mil III I I PAGE: Op I UNAUTHORIZED AL TER4 TION 09 ADDITION TO TH/5 DR4 MNG AND RELATED DOCUMENTS/5 A VIOLA TION OF SEC. 7209 OF THE N.Y.S. EDUCATION LA W ° z Q z m t\ O N N lLl v J Q z ° O LU a- W1H o A 351 A 351 = — ,R;� W2036U1 11 1 IT 11 111111 II - r=- J A31 FM JOE JOE TW26410 6410I L[TW30(52 W3005120Wf31 0 TW3 3 Ql i O O z � BACK ELEVATION m o — U — SCALE: 4" = 1 ,-0" Z zp O q� pOL REScheckSdFtwmneVErsion 4.6.2 ' Q J Q r NEW CONSTRUCTION Compliance, Ceifi a flrujea Amon@ Resid ce r"MwCk5"- zM M ❑ tocKtiam uuffaM cmartr,mew York Pniact,yl•: Addr U �4 0 rtmn 9r , p N a iEwrnd Ctahp+�rt73reipv�� erg W2036 Q ,��. ,°,�a O MM24"w%imca". M v=wuL 3" Rutymm,94= A." roar Mme_ a 0 _j It Tftt b1wirWsnz1ftwMs&Wa U P0 Z iARCH J 11 11 -I a— Q� atw. hal 0 r r' I ' . Qn 'I:.dk -'7i�atil s�fy�'C'n�a:�LR�r r� asss 2AM2 ZLB o-* Mew" MRH; Vwd1"r;cTHL261Inr-. CXW135 CI 35 virr&w it: rTr mw. ftm ufth tom- M va LM00 !YT TW26410 U IL-r%' t •uf Ta to 2.4= aghw via vinu 72 z $ �sw a�';w dw'rM M� ir� �1! mit Firma.= =' ram 'vubmiewd wa:N th Pswra wM r"f='66n.The Propmrad bwpxfmw haw bumn to.tins 9%m ZVU 'rww4 srnw► ft;s H I t 11 1111 11 111111 11 11 1111 11 CHAN C) V J ly LEFT SIDE ELEVATION o m 5CALE: 4" = 1 -0" z `� „. W p0 , .,y LU PrqjL-ctTr3--AMMME lReSOMee RePand2tin 1==7 '1T E'St Y',Q`,!A pry Q U T 037�p6 Q F O F P1 `S°1 Z PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DR4WlNG AND RELATED DOCUMENTS 15 A VIOLATION OP SEC., 7209 OF THF N.Y.S. EDUCATION LAW 2 Iz }p z d z m 105-10" r- 5ECTION D N r �t N 30,A„ i 8,_4„ WALL LEGEND: - w LANDING p 'v ------ AREAS TO BE REMOVED NOTE: "' ------ PROVIDE WIRING FOR OVERHEAD GARAGE DOORS AS PER II EXISTING STUD FRAME WALLS/PARTITIONS MANUFACTURER SPECIFICATIONS t 2868 I TO REMAIN AS 15. PATCH ANY SURFACE IN ACCORDANCE WITH THE v J MATERIAL IF AFFECTED BY CONSTRUCTION. RESIDENTIAL ELECTRICAL CODE UP TO r Z NEW INSULATION IN ALL EXTERIOR WALLS +I: OF NEW YORK STATE- 13'-0" 20'-4" 15'-6" iv ATTIC SECTION 26'-2" SIDING CONTINUOUSLY AROUND ALL AREAS TYP. BOTH I I �, I C Z o I V I 3'-9 1/2" 6,_0" 3'_9 1/2" NEW CONSTRUCTION I I TJI 230 w F.J. @ 16" O.C. c. MC>ION II 2"X G"STUD FRAME EXTERIOR WALL5 GARAGE �7 3" CLOSED CELL_SPRAY FOAM INSULATION, I 10'-0" +/- CEILING HEIGHT I p J" PLYWOOD SHEATHING ON EXTERIOR, ROVE GARAGE SLAB 0.wI TWT0 2 TWT 52 UI HOUSE WRAP *SIDING AS SELECTED; car 6.0, Twr3 o Twf 010 J 14'-3 1/2' r�"�4�/2Y W4 W4 iv �' GYPSUM BOARD ON INTERIOR SIDE t, aratzOn J U 2"X 4" STUD FRAME EXTERIOR WALLS I I 'equired as per J I 19 8 ` 7111 N 3" CLOSED CELL_SPRAY FOAM INSULATION, Lull, NYS C'Qd N�I ENTRY DECK 4 CTION MA ONRY CONSTRUCTED N 8" PLYWOOD SHEATHING ON EXTERIOR, p e `v W ODBURNING FIREPLACE; 2 x PR VIDE RAISED HEARTH, GLA55 C9 3'-0" 5'-3' HOUSE WRAP *SIDING AS SELECTED; DOOR ENCLOSURE STONE N ?" GYP5UM BOARD ON INTERIOR 5IDIE II I 26 SURROUND O' TW2442 W3 2 N n 2x4 STUD FRAME EXTERIOR WALLS N 2868-PROVIDE 45 MINUTE - o p FIRE RATED DOOR WITH LAUNDRY RM AROUND GARAGE; PROVIDE R-15 INSULATION N \ �I I '^ SELF CLOSING HINGES SECTION WITHIN 8" DRYWALL TO INTERIOR SIDE a DOOR SWEEP PROVIDE VINYL PAN FAMILY ROOM i tJao = . b UNDER WASHER; HARD PITCHED Q N B 2"X 4" INTERIOR STUD PARTITION, = I LA DING PIPED VENT FOR DRYER T CEILING I `r v 777= w/ I LAYER 2" G(P5UM BOARD ON EACH 'C.D. o EXTERIOR I N m' SIDE; USE MOISTURE/MOLD RESISTANT I I S.D.cLf] 2 BOARD IN KITCHEN BATH AREAS + USE O LANDING c9 2x 10 C.J. @ 16" O.C. 3 "' <SD. _J 10-0" ABOVE FLOOR PITCHEDN J CEMENT BOARD ON ALL AREAS TO RECEIVE TILE ���� PAIR w _ IU�I 3'-3" 3'-0 I/2 V-5 1/2' 1 1'-0 1/2" 3'-2" i U CEILING � p 3'-6° N COAT 206 0 4._g^ I Qw m 3 A3 I A3 I TW2 410 TW2 410 � 0 • ALL WINDOWS TO RECEIVE MINIMUM 2- 2"x 10" I ;A CLOSET N w HEADERS ABOVE WITH 4 MULLION BETWEEN ANY PAIR. Q w5 w5 ir w1F wI 3 ' " U O PANTRY m ? 2 N ENTRY DECK o o p L- q) o NEW EXTERIOR DOORS TO HAVE MIN. 2- 2"x 101' HEADERS i I Z"TJI 230 03 CO. UNLESS OTHERWISE NOTED; 6'-10"WINDOW HEADER HEIGHTS F.J. @ 16" O.C. 2068 door o <s.D. " " e 8 N FOR ALL FIRST FLOOR WINDOWS. DORMER WINDOWS AS II -�- -____�_9______ I6'-a' !L_ m - industrial trac FWG 1006 I I-4 2x8 C.J. 0 O O SHOWN IN BUILDING SECTIONS. II BATH --- I"x PIN I$1,�EDOO 5068 TRIMMED OPENING; _ ____ @ I O.C. M O --------------------------------- ----- �- 1 C" I VI HEADER I w m PROVIDE 3 CLOSED CELL 246835,_6„ - F- p � b _ U 451 O (IST FAN SUR LIN INT TO ,_-O FRENCH WOOD SIDE N • NEW INTERIOR TRIMMED OPENINGS TO HAVE 2- 2x 10" SPRAY FOAM INSULATION To oursl E. MATCH CA171NG5 TH u OUT I FLUSH TO RAFTERS, I r-------------------------------- ---- N, w o N SECTIO HEADERS ABOVE. OPENING DIMENSIONS AS NOTED II GHT ON EITHER SIDE I I Q O = 1 IN WALLS COMMON TO b i z w P05T EACH END I -O"TRANSOM ABOVE ALL O 11 3 GARAGE AREA; I LAYER " MUDROOM ENTRY 1 I p p g I I p Z z __ _ ____ Zlu N II FIRE RATED DRYWALL ON O = O = z i i = Q _ - er -_-_- --_ _ - -- -_-- -' � N EACH SIDE OF WALL I- w 1 I 1 I U `, °LII - AW261 W8 0_ U U I w O I O - p 2868 _ - BATH I _ _o N r n - -r oC . D U z Q z m t\ O N N SECTION 30'-0" 33'_4" 4 1'-b" W Q SECTION c PROVIDE 51MP50N PHD5 z HOLDDOWN (TYP. 2) Q ANCHORS AT ALL CORNERS SECTION °• I THROUGHOUT A 20'-4" N " DIAMETER ANCHOR BOLT5 II w/7" MIN. DEPTH @ 48"O.C. d I N T_2" 6'_O.. T_2" W/MIN. 3"x3"x8"WASHER @ PLATE 13'-1 1 1/z° 1 P-4 1/2" 3'-4° TYPE "C" B LCO FIREPLAC CLEAN-OUT 6-1 BASEMEN ENTRANCE FOOTING Q 5Ef NOTES FOR > U 24"X 24"X 12" POURED FRONT ENTRY DECK CONCRETE FOOTING UND 6'-0" LALLY COLUMNS WITHIN GARAGE p. ° '°: DAMP PROOF PERIMETER _ OF FOUNDATION WALL STEP FOOTINGS ��o ecrlo I (TYPICAL ALL AREAS) v 96° 96 UP , LI 3- 9 2"LVL DROPPED GIRDER GARAGE ;,ati u- 4" POURED CONCRETE SLAB :: 0 -� w - PROVIDE BEAM POCKET IN ON COMPACTED FILL WITH secTloN 4) ° W.W.M. G X G/ 1 0 X 1 0 =1 O FOUNDATION WALL; SIZE B .. I p GAUGE WIRE (TYP. ALL AREAS -' N m I AS REQUIRED TAR ALLlz rl-WITHIN GARAGE) I I -j SIDES (Tl'P. ALL AREAS) 2 w 6'-z" � o z Ua co } O Q I 3'-4" °'. O NEW 4" PLYWOOD SUBFLOOR a N z - IL N OVER NEW JOISTS. ALIGN z [� l - 15'-6" VENT CRAWL SPACE O O w FLOOR HEIGHTS THRU-OUT z L ai N z U AS PER CODE Q U 6, O ENTIRE FIRST FLOOR AREA O a EXISTING GARAGE FOUNDATION 6'-9" 9 6'-9" cp" ° o (� p .o• o WALLS, FOOTINGS � SLAB TO Jo: -°m SEE NOTES FOR I BE REMOVED. EXCAVATE AREA FRONT ENTRY DECK _� FOR NEW FULL HEIGHT BASEMENT.--------------------.-------- -- NEW CRAWL SPACE co NEW FOOTING DEPTH TO ALIGN _ o 6 °. A' J ----------------------------------_____ _ _ 2"X 8" ACQ LEDGER BOLTED WITh1 .XISTING BASEMENT :? -� 69.D, co 0 [\ SECTIO _ TO HOUSE FRAME WITH 5" i J v .. $ d LEDGERLOK SCREWS @ I G O.C.; 1 NEW BASEMENT =1 O b OUTLINE OF EXISTING CANTILEVERED z HANG D.J. FROM LEDGER WITH 1 1 r� N -- z U p I I z Q 1 C.O. } _ I EDGE; SIT NEW JOISTS ON EXISTING PLATE I 0 .. SIMPSON LU28 CONNECTOR 1 <s.D. L 1 4 CARRY TO NEW FOUNDATION WALL 1 R 5IMP50N HTT22 METAL HOLD DOWN ANCHORS z Ua e,:; .r o'. 3 9 Z" LVL DROPPED GIRDER I I ~ AT GARAGE DOOR OPENINGLOWER FOUNCATION WALL U OUTLINE OF WINDOW BUMP OUT Q -j HEIGHT AT DOOR OPENING Rl C� p 2' " I PROV. EPDXIED #4 STEEL ABOVE; JOIST TO BE CANTILEVERED Q ° .° N o Q �_ 2- 2x8 ACQ J RT-DAN VERT. @ 12" O.C. BREAK TI-IRU EXISTING ° o d G I D R 9'_S" o'4" FOUNDATION WALL AT OVER FOUNDATIONI, PROVID SOLID — °: WINDOW LOCATION FOR LOCKING, INSULATION 4" LYWOOD -5 1/2° �_ — ' 3 2" DIAMETER STEEL i z ACCESS BETWEEN AREAS } 1.6° UNDER. 0 TLINE OF NEW COWERED I LALLY COLUMN BURIED IN 1 `z Q 3'-0" POURED CONCRETE TRY DECK ABOVE r'- " 41-0" o" 24"X 24"X 12" POURED i 6 APRON @ GARAGE DOORS x8" RIM BOARD �5 PEENING 6'-0" CONCRETE FOOTING, TYP. i O II 30'_0" 13'-0" I = ALL AREAS 1 FRONT ENTRY o p v 1 N U G"X G" POST ON 10" DECK- FOLLOW I = 0 i p EXISTING BASEMENT D SONOTUBE W/POURED CONSTRUCTION N c.o. sECTION CONCRETE FOOTING FOR BOTH BACK secTloN - _ N — 4 S.D. I iv C z REMOV= EXISTING FOUNDATION i EXISTING WALL REMAIN, u� aU F 7 20"X 8"d. ENTRANCES WALL IN TH15 AREA TO ALLOW 1 P05T RIDGE/VALLEY : .f I FOR ACCESS BETWEEN SPACES I EXTENDING i'-O" PAST * CARRY DOWN TO I U EX15TIN13 FOOTING UNDER i EXISTING GIRDER l FOUNDATION WALL LEGEND: WALL To REMAIN FOOTING I-i 0 U - _ - _ _ _ ~_ EXISTING 8" POURED CONCRETE N EXISTING DROPPED GIRDER h+ W WALL w/ FOOTING TO REMAIN AND COLUMNS TO REMAIN dj a i-a c< ------ AREAS TO BE REMOVED ------ PROV. EPDXIED z" STEEL REBAR J a NEW CONSTRUCTION HORIZONTAL INTO EXISTING FOUNDATION -- z Q �o WALL NEW FOUNDATION AREAS I EXISTING CHIMNEY TO BE Q oLLC' g REMOVED. NEW MECHANICALS °� U o 8" POURED CONCRETE FOUNDATION __ woL WALL WITH I'-4"X 8"FOOTING, TO BE INSTALLED- NATURAL GAS p U o DEPTH TO ALIGN w/EXISTING OR PROPANE FIRED FORCED AIR BASEMENT @ 8'-0"BELOW GRADE HEAT/COOL SYSTEM *TANKLE550 Ci v I N U a INSTANT HOT WATER HEATER z p PROV. EPDXIED #4 STEEL Z v 8 POURED CONCRETE FOUNDATION C.O. REBAR HORIZONTAL @ 12"O.G. N - WALL WITH P-4""X 5"FOOTING <s.°. � - INTO FOUNDATION WALL* ALL — — 3'-0" BELOW GRADE,MINIMUM w `� AREAS OF ABUTTING WALLS I UP Z WITH FOOTINGS (NEW TO EXISTING a n 8" POURED CONCRETE FOUNDATION AND STAIR CHEEKS TO WALLS) WALL w/ 1'-4"X 8" FOOTING, 3'-0" BELOW GRADE; UNEXCAVATED WITHIN 4" PC SLAB. BLUESTONE SLAB TOP "'7 '� MASONRY VENEER FINISHING DETAILS I I II I I I I II I 1 EXISTING BILCO TO BE I I 11 1 I REMOVED. REUSE EXTERIOR U FOUNDATION NOTES: I 11 1 DOOR AT NEW CELLAR ENTRY z o UNEXCAVATED q _ I 1 11 I 1 LOCATION. CL05E IN WALL • DOUBLE JOISTS UNDER ALL PARTITIONS 1D 1 �� I OPENING BY PROVIDING 8" RUNNING PARALLEL 9 1/2' pcH SEECTION I it BLOCKS, GROUTED IN PLACE; • PROVIDE BRIDGING THROUGHOUT ENTIRE _ 17 i 4" POURED CONCRETE SLAB � I I TAR OUTSIDE � BACKFILL FLOOR SYSTEM, 8'-0"O.C. ON COMPACTED FILL WITH I II I o W.W.M. GXG/ IOX 10 • 4"T*G PLYWOOD SHEATHING ABOVE TO GAUGE WIRE SECTION L_-__----_- z +0 BE GLUED and SCREWED — B N • 4" POURED CONCRETE SLAB ON COMPACT FILL BO LEVEL GRADE UNDER NEW POURED CONCRETE ENTRY PORCH; BLUESTONE SLAB R-2 I INSULATION WITHIN CEILING OF ALL PORCH; COMPACT ACCORDINGLY NEW SPACES; VERIFY INSULATION IN EXI5TING BEFORE POURING SLAB TOP MASONRY VENEER Z L BASEMENT 1o'-a uz" IN-0 I/z" 9'-0 uz" K " SeCTION Q LU 3 @ _ I Q z 0,4 W 1, OF N�ti� C) FOUNDATION PLAN z Q SCALE: 4" = I ,-o,, Z PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OFSEC. 7209 OF THE N.Y.5. EDUCATION LAW 0 U z Q z m t\ O N SECTION D N w Q TW2 3G 4 2"X 12" R.R. �1 J @ I G"O.G. z LU Q J SECTION J I12 17 C _II X I �J-J SECTION !L A Uv �Pv w N o 2x I C.T. I �J� � n x - @ G" O.C. PROVIDE FLASHING AT CHIMNEY INTERSECTION ALL FASICA HEIGHTS TO ALIGN ECTION CONTINUOUSLY AROUND MAIN SECTION OF HOUSE; ADJUST OVERHANG DIMENSIONS _ ACCORDINGLY TO ACCOUNT FOR — 12 CHANGES IN RAFTER SIZES* PLATE 7 HEIGHTS BASED ON EXTERIOR '%1?"I f :.t ? '� '? - WALL FRAMING LUMBER SIZE. Oar 2"X 10"R.R. w6 I �" X 14" LVL RIDGE �' " . ' y ' @ I G"O.G. sE BoN 0 DOWN TO U 12 0 2- 9j" LVL HEADER ABOVE j\ z s _ - U GARAGE O 17 WINDOWS IN GABLE ENDS - L N U x — C� . — . . — . — . N Ud � 3 O Z 17 •/ 2x 10 RIDGE NCm Q U % 2x 10 C.T. p 2 X 10" R.R. @ I G" O.C. —� 4-1 O ��• • ! x - ��O @ I G" O.C. o m U 17 2"X 12" R.R. O . @ IG" O.C. 2�\2/ - \ ` TYPICAL ALL LAYOVERS - oL N I \ BOLT TO RAFTERS W/8" I P = = I I I I / w 1 2 sEcrlo R. a% (U " " �� N w - I N, 7 O /• 16" �` � O LAG BOLTS WASHERS 2 X 10 R.R. �O -'o 4 1/2" p N _ @ — AN35 1 AN35 I c>J i p I G" O.C. \ZS o SHE OVERHANG L T oL _ � I @ I I N aU 4"MULLION ,�_, X .� +/ ... �+ �GF J z O Lam. c? _ r,� LINE OF CT/RR INTE 61-0 N; / I-- R. . �- �t I- Zu LQ @ I G" O C AN351 W7 W7 AN35 I w PROVIDE 2-�" CB U 12 L PROVIDE FLA;IING TYP. BOTH ENDS, AREAS °L FRAME WALLS OF BUMP OUT (� G pi o L I AT DORMER:VALL I I O I N UP TO UNDERSIDE OF SOFFIT; F J x - O o N - - U PROVIDE RAFTER DOWN TO Q Q 2x8 RI E N � 12 �<<� � z � x -- � 2x6 N U 127 I I o I I I Uj 1 2 N O FRONT TO COMPLETE A GABLE U -� w , w 7 - END ON OUTSIDE 'I Q = IL/ LU cn 36" U � I2 � O 1911 � O ! �� N � OQ —�3 X i � LU� JIO � � O U J 0 • ; J N�W J CD SE DION 2 I N�W — (n I- E) SECTION 2x4 STUD FRAME U O cv N Q C WALL WITHIN RR N I cp o I( N w I I 14" X 14" LVL RIDGE Ll ROOF NOTE: I "X 14" LVL RIDGE F PULL-DOWN POST RIDGE/VALLEY GAF 30 year architectural asphalt I I ATTIC STAIR CARRY DOWN TO ~ O r 1 roof 5hingle over entire roof area. STANDING SEAM METAL L- DOTING U U `J ROIOF OVER SHED RAFTERS U . • m 15# felt over 8" CDX Plywood o I I I 1__: p IIII /� o Ua y sheathing with Ice Weather Sheild o 12 `� o ' • / \ 0 at all perimeters and valleys. N 13 I I 12 N @� I I Qz U 7 av 17 . . N a 0 P�� � RUNOFF NOTE: 12 �• Qo �? J i-� o a WO IIII x — LU(L 7 :I. PROVIDE 3 CLOSED CELL = I I / I \ Gutters continuously around; 17 SPRAY FO>AM INSULATION �_ N , • C2 _j a Leader locatlon5 a5 per U WITHIN DORMER AREA WALLS `3 I I ��/ •\ N U a o Installer - all leaders drain to z �I N I ( - 6" PVC pipe to new drywells. O p, OPEN TO � U +�2� O . �7 x _ o Q =I - 13'-9" I N LU AlO I I 2� x I •\ N `� 2x4 GABLE END WALL F o - LINE OFC /RR INTERSECTION • N a RUNOFF CALCULATIONS: IL' x - — . •�"X&°R�- . — . WITHIN LAYOVER DORMER. a a 383 1 x . I G7 x 7.5 = 4798 gallons of runoff. � OI 4"MULLION I N @) I I @ 16" O 2- 2x8 HEADER OVER (I) I '-0" x 8'-O" �D capacity - 300 allons p• AN351 AN35. w7 WINDOW, C520 STRAPPING. - g LINE OF CT/RR INTERSECTION; — AN35I AN351 W7 AN35I W7 G" FLYING RAFTERS RUNNING p•� a 4798/ 300 = 15.99 PROVIDE 2- CB @ I G" OC •—•— I L. 4_'MULION , DOWN TO VALLEY o Runoff Containment Requires: TYP. BOTH ENDS, ALL AREAS N0 w �� N Z (4) 4'-0"deep x 8'-0" 0 ring ,N v11 III � - a N w d- 13'-3" m (provides 4800 total capacity) •• X's" o12 �G 4 U - - z x N N PORCH 2"X 8" R.R. SECTION @ I G" O.C. a) SECTION J Ln B v J z � P-2 1/2" ['AR O 17-2 112" „ . PO � OR CENTERLINE OF ENTRY DOOR SECTION ^* • .< ti'l - o A + 5",u1 W 3 ROOF PLAN y ,� 037405 a�o`r LU SCALE: 4" = I'-0" OF NES C) U z Q z PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15A VIOLATION OF,SFC. 7209 OF THE N.Y.S. EDUCATION LAW 5 IV GENERAL WIND PROTECTION CONNECTION NOTES CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA F ILiNG SCHEDULE __ ._.-._..._____L_._- _.__ --- --- — Adapted from Standard for Hurricane Resistant Residential Construction; SSTD I' GROUND SNOW LOAD 20 lbs 15 WOOD FRAME CONSTRUCTION MANUAL l 10-99 and 2015 SBC High Wind Edition Wood Frame Construction BASIC WIND SPEED 130 mph „ . Fasteners and Connectors for Wood Frame Construction : JC}INT 1315r�.RIPIfON N Exposure Cate my B Z AIL:QUAI TY NAt1:SPAM NG`: Q A continuous load path between footln s, foundations walls, floors, studs and SEISMIC DESIGN CATEGORY B ♦� ...:::....:::. ..:..., .a.., .. .: r.,..,; E:dl "i. . ,..� a....:,.:..,,., ...<.. ... ...........a........,,..z... .'a:; .a;t.: SEVER roof framin shall be rovided. WEATHERING E TER TO TOP PLATE - _ I TOE NAILED 8'-0>''WALL:3.8d T- PER RAFTER w 10'-O"WALL:3-8d PER RAFTER FROST LINA DEPTH 3'-O" - - -- - -- •-- - - -------------------- - -"-- - - - - - - -- - -- - - - - - CEILING JOIST TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PER JOIST — —_-_- 2. Approved conneCtOrS, anchors and other fastening devices not included in TERMITE MODERATE TO HEAVY 10'-O"WALL:4-8d PERJOIST the Standard Building Code, Section 2306 of IBC shall be used in accordance ICE BARRIER REQUIRED YES CEILING JOIST TO PARALLEL RAFTER ,FACE NAILED SEE TABLE 3.7 EACH LAP with manufacturer's recommendations. - ---------------- -- --- ----- - ---------- --- --_- --— - -- -- - ------ CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP 14"X 14" LVL RIDGE; 3.._..._..._. COLLAR TIE TO RAFTER ;FACE NAILED SEE TABLE 3.4 PER TIE 3. Metal plates, connectors, screws, bolts, and na115 exposed directly to the 51MP50N C520 BLOCKING TO RAFTER TOE NAILED 2-8d EACH END ARCHITECTURAL ASPHALT CONNECTOR(TYP. ALL) weather or 5ubject to salt corrosion in costal areas, shall be stainless steel or R)M BOARD TO RAFTER END NAILED 2-1 Gd EACH END _ _ -- _ — " -- — hot dipped galvarnzed. ROOF I�G WITH 15# FELT STANDING SEAM METAL N OVER 8 CDX PLYWOOD ROOF OVER SHED RAFTERS CNJ WITH ICE �WEATHER SHEILD �" �"�•�� ��"- °��<�°��+"..+"°„•.u:�,.,�,°°'-'�`��` '” ""' 4. Where windows and doors interrupt wood structural panel sheathm and 'G =, x 12 _ TOP PLATE TO TOP PLATE -FACE NAILED _ 2-I Gd PER FOOT - _ p p TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE Siding, framing anchor5 or connectors shall be provided at the top and bottom �" @ PERIMETERS VALLEYS G HEp 3 ll, _ _ �\ �q�-ERS BOLT ALL AREAS TO RR w/ 2- 2 CB STUD TO STUD_ W FACE NAILED 2-1 Gd 24"O/C of cripple studs, header studs, and at least one stud at each side of opening. /6„cc) TYPICAL I G" O.C. w HEADER TO HEADER !FACE NAILED I Gd 1 6"O/C ALONG EDGES __ --_ I I Z" LVL RIDGE 2x8 C.T. @ I G"O.C. Q TOP OR BOTTOM PLATE TO STUD - END NAILED 2-16d PER 2X4 STUD 5. Ridge straps Shall be attached to each pair of opposing ra ers except w ere POSTED WHERE SHOWN 3-1 Gd PER 2XG STUD collar ties of I xG or 2x4 lumber is located In upper third of attic space and 12 \ (� 4-1 Gd - � PER 2x8 STUD — _ attach to each pair of rafters.BOTTOM PLATE TO FLOOR JOIST, ---� _-- 7I— / \ \ `0 4 I/2" 7 BOTTOMST,END JOIST,OR BLOCKING FACE NAILED 2-1 6d PER Fool _ _ G. Uplift connectors 5hall be provided at each rafter bearing. 2- 14"XII e" LVL HEADER o L BAND) IST,E - - - "- I O 16" C �P�\' RUNNING CONTINUOUS UNDER - II 2x 10" ID within 5IMP50N C520 s .,, . :...,., ....... .. ... ..,,.. , r t floor hold downs to be provided eve 48 and every �� � s.,-. p every ry BOTH CTYP. ALL) CONNECTOR FLOGSF AMiNG...... ..... :. ..........: , . .,..,.vu.v....�. .�...,w,."".va,.�.� ,o JOIST TO SILL,TOP PLATE,OR GIRDEK I OE NAILED - - 4-8d PER JOIST - Of exterior GOrnerS. BRIDGING TO JOIST TOE NAILED 2-8d EACH END x I G)/ ��o OUTLINE OF CEILING OVER KITCHEN __._,_._,."_,_...__...,,,,.,,,_,.".................................- .-...., -___ •--- ,_ ,.,...,,," -_....__.,._.."._....._....,... --..-_......._..._. ._-""""""-----...,,.., ............."-"-"-_._....,... ................ ..-...__.. N � 2x8 RAFTERS BLOCKING TO JOIST _TOE NAILED 2-Sd EACH END 8. Sill Plate to Foundation Anchors e: Sill late shall be anchored to the I I@ I " OC 2 ��@ TYPICAL ALL LAYOVERS - 2x I PI CHE @ I G" OC U J --- g p �2 �„ CEILING IN 2x4 CT @ I G"OC I^ p BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-I 6d EACH BLACK _ foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3"x 2+ BOLT TO RAFTERS W/8 v J -, _ _. .._ _ __ _ . _ LAG BOLTS WASHERS ENTR _ LEDGER STRIP TO BEAM FACE NAILED 3-1 6d EACH JOIST 1/8" washers. A minimum of one anchor bolt shall be provided within G to 1 2 OF JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PERJOST - - mches of each end of each plate. Anchor bolts shall have a minimum embedment HEADER LIN TOP II _ WALL PLATE CEILING BARREL ___._.__.__._....._.................... NEW 2x I 0 HEADER It BAND JOIST TO JOIST_ - -- END NAILED - _ - 3-16d PER�o1sT _ 2- 2x 10 HEADER ABOVE of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located i. EN KY BAND JOIST......... - PROVIDE C520 STRAPPING _ _ :...::...:... :.:::;: TRANSOM - 7„ LRUZ SERIES HANGERS or EQ. ..:....: ... ..::.:+.<•:..,...::::�:.H.,,.,..:.�.:: '�:y<;i + WINDOW LITES, ARCHED TRANS •• � � n ..,.,. . 4'PERIMETER EDGE ZONE- 16"O/C-G"AT PANEL EDGES 2x4 STUD FRAME WALL @ AB VE w/4" MULLION SPACE a �, II Q DESIGN LOAD CALCULATIONS U STRUCTURAL PANELS _ _ 8d ,AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD I G" O.C. w/ 3" CLOSED CELL ... ......... ............................................................ . ..............".."--._....,,,.,,,..-._. ... .. FAMILY ROOM b TRIMMED OPENING KITCHEN � � INTERIOR ZONE- 16"O/G-6"AT PANEL EDGES AND 12"AT SPRAY FOAM INSULATION " 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ib5f) 4" CDX PLYWD. SHEATHING BETWEEN AREAS w/ EXISTING 2x6 FRONT I) !O" SQ. PERMACAST FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER EXTERIOR BALCONIES GO w/ HOUSE WRAP SIDING AS SISTER J015TS I'-0"TRANSOM ABOVE EXTERIOR WALL S NEEDED REMAIN COLUMN EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. DECKS 40 SELECTED HT UP BLUESTONE B .::.:.:..:....: PORCHNRIDGEG PORCH FLOOR TO O I S WITHOUT STORAGE tIG SHEATtI1NG,.;:,<,,:.;s.a:.:r:,..,:,:<:•;.....a ... .. a...:. . .............. _. 2 X 6 AC SILL PLATE ..... ..�.<.:,... . ,.,. . ATTICS WITH STORAGE 40 GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 1 O"FIELD OVER TERMITE SHIELD .....,-•"""-""--"_.........................................__..."_........._., -............"......_..,...............,. .,,, .,. -...,..... -- ..-.......,._-._....,,..,,..,,.................,-....... 4" POURED CONCRETE SLAB M5(OTHER THAN SLEEPING ROOM5) 40 O OVER SILL SEAL; ON ,..,_.:......w.._�>_..,..._�.>_.......,�...,..w.,:.,...,...n_..:._..,..,�,, .....:,..::.......:..,::..,.,..,3.:.,:,�,,. ...,.vrx.< ��.:,. x::.:,....:...,..u.,.�, SLEEPING ROOMS 30 PROVIDE SIMPSON CS2 NEW � L FJ @D.C. 3. W.V'V.MM6 XC / I O X 10 STRUCTURAL PANELS ! 1 I ga.Galv.Roofing Hall EXISTING 2x8 F @ 16 O.C. TED FILL WITH 1/2" 3"EDGE/6"FIELD TABLE R30 ! .7 W/ LPT4 CONNECTORS - 9z" LVL DROPPED G C.!2"x t.5"L.x.7116"head) /i\\�� yi��i i�i��i� GAUGE WIRE 1 GIRDER, TYPICAL ALL NEW I I ga.Galy.Roofing Hall 25132" 3°EDGE/G"FIELD g" DIAMETER ANCHOR BOLTS ------------- ------_ C.1 2"x I.75"L.x.-3/8"head) �--------- �`i -------------- ----------- ------ ----------------- - --------------------- - - - - ------- - - .... - A.LL04"✓ABLE DEFLECTION OF STPLIi -UP..AL MFMEBERS W/7" MIN. DEPTH @ 48" O.C. I I i ' FIBERBOARD PANELS 7/16" - Gd 3"EDGE/G"FIELD __ _ STRUCTURAL RAL MEMBER ALLOWABLE DEFLECTION I EXISTING GARAGE MATERIAL TO BE DETERMINED = __...._.._.__._,__-..-____. W/ MIN. 3"X3"xJ` WASHER PLATE 25/32" Sd 3"EDGE/G"FIELD 8 @° ( FOUNDATION TO BE Rafte"s hawrc slogs- -;l ce IJI 80 REMOVED EXISTING BASEMENT GYPSUM WALLBOARD 5d COOLERS 7"EDGE! 10"FIELD tha t 3112 av l:h no line>h°d c?II nq L J TO REMAIN 8" POURED CONCRETE L 4'EDGE ZONE- 16"01C-6"AT PANEL EDGES AND 1 2"AT HARDBOARD Sd INTERMEDIATE SUPPORTS IN THE PANEL FIELD Interior to irt 8" POURED CONCRETE INTERIOR ZONE- 16"O/C-6"AT PANEL EDGES AND 1 2"AT Interior a�ali>�#- artatlon=> Hi!��) 3�" DIAMETER STEEL FOUNDATION WALL W/ FOUNDATION WALL W/ 2 X 8" d. FTG.; PROV. 3 O I LALLY COLUMN BURIED IN #4 REBAR IN FOOTING � � z - 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD Floor_, i rla5tcrcd cc llnq:. U36o P-4"X 8" d. FTG.; PROV. 24"X 24"X 12" POURED (TYPICAL ALL AREAS) O O .. ,anm ...:. .BR✓a+.: ?mq ,. ...;..::..,.,:6N,,"..."wm.s,gs.,w„iw,rico-,'rr�cc .,:....:.:.,....�°.,,, „ . 2- #4 REBAR IN FOOTING 4 POURED CONCRETE ' CONCRETE FOOTING, . .., ,.LII” ber U2�t0 L '-� .. ,. ., .... I ct�er stl'�c' al nt�nts I EDGE/ 1 2°FIELDH/3- , (TYPICAL ALL AREAS) SLAB ON COMPACT FILL L U O STRUCTURAL PANELS- I"OR LESS Exterior walls vulth taster or C, 8dQ � stucco finish Nailing requirements are based on wall sheathing nailed G inches O.C. at the panel edge. If wall sheathing 15 nailed 3 mches O.C.at the panel edge to obtain Exterior walls- e5nnd Icads svltht U2AO 'NOTE: CONCRETE SHALL BE O Q ' brittiz lni�>hdo PC = 3,000 P51 @ 28 Di`'�': 0 hi her shear ca acitles,nailin re ulrement5 for structural me_m_bers 5halll be doubled,or al m O _--p g_g. FOOTINGS SHALL BEAR ON When wall sheathing 15 contmueu5 over connected members,the tabulated number of nails Shall be permitted to be reduced to I-I Gd nail per foot- Exterior'',vans- twind Karl with L/120 tlexlble finis-hes UNDISTURBED SOIL WITHIN BEARING CAPACITY OF 1 .5 TONS PER SQUARE FOOT NEW BASEMENT CONSTRUCTION z r BUILDING SECTION "All II- SCALE: 4' = I '-0" r) LU Q —I Q 171 4110 ROOF 4110 ROOF ROOF LJ VENT LJ VLN] LIH Lj= 4 4 2x 10 RIDGE G 12 2"X4" CT @ I G" O.C. w/51MP50N C520 O• IG CONNECTOR �6 2" X 4" NAILERS U ATTIC 2y� 2- 74" LVL HEADERS h'-1 I x8 FASCIA, TO ALIGN PROVIDE 51MP50N H2.5 CONTINUOUSLY ACKOS5 CONNECTOR TO RAFTERS w FRONT; ADJUST OVER ~ AZEK BEADBOARD o CL a I I � I DIMENSION AS NEEDED CEILING ON PORCH i�.�.� w a 1'-2 112' r+ KITCH N BA H I I LAUNDRY BATH 2 5ATH 3 I +-' J RELO ATED NE REL CATED EX S II NG NEW i I ( 0 2- 10" SQUARE PERMACAST � .0 ail COLUMN W/CAP* BASE o-' I I/2 �I I/2 �I I/4 �I I/2 bI I/2 I J0 I I/4 I I/4 F.A.I. BLUESTONE 5LAB 0 a 11/4 11/4 11/2 11/4 11/4 I I I I U a INK I-P`V SINK �I Q I PORCH FLOOR r � � � I 5'-I 0 I/2" D.W. W. p 4"' POURED CONCRETE SLAB t�'i }� 5HC,WER ON COMPACTED FILL WITH � _to 10 MASONRY VENEER; W,.W.M. G X G/ I O X 10 ~ FIRST FLOOR MATERIAL TO BE DETERMINED , , , , GAUGE WIRE Z ����X 2IR 2 1'114 `3 2 2 3 1 1/4 3 2 TYP,WALL FRAME-REFER ...;� w��i 8"' POURED CONCRETE 2 1 1/4 1 1/4 TO 5ECTION DETAILS �/�/�� C.0.11 4 ��'��^� UNEXCAVATED FOUNDATION WALL W/ TO EXISTING SUFFOLK COUNTY NEW WINDOW TYP, o /\�� �� I'-+4"X 8" d. FTG.; PROV. DEPT. OF HEALTH SERVICES REFER TO PLANS FOR i.% 2-•#4 REBAR IN FOOTING APPROVED SEPTIC LINE. TYPE AND size (TYPICAL ALL AREAS) U IX3 MIN.PRE-PRIMED z 4" C.I. HOUSE TRIM AROUND EXTERIOR — SLOPE" 1 /4" PER FOOT PITCH TO DRAIN TRAP OF WINDOW TYP. r 14 z TYPICAL PORCH SECTION J L, 2 112"NO.G WD SCREWS TYP.AT I G"O.C.MAX.3" SCALE: 4" -0" FROM END TYP. O r I/2"PRECUT STRUCTURAL U PLYWOOD WINDOW PANEL ""'- ""°-• BASEMENT TYP. FOR ALL WINDOWS ; ':-•ii.i ti/ °`'�, rz^ AND GLA55 DOOP.5. + " ti ";'j _v^ Y Qt •,l 6S �y W PLUMBING R15ER DIAGRAM • ''�' �; �. : - ��I. { . 11 1 s w v' LU y NOT TO SCALE � bra z Q z GLAZING PROTECTION DETAIL PAGE: UNAUT/iORIZED ALTERATION OR ADDITION TO ThIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OP,SEC. 7209 Of THE N.Y.S. EDUCATION LAW 6 14"X 14" LVL RIDGE; 51MP50N C520 D CONNECTOR(TYP. ALL) ARCHITECTURAL ASPHALT }}- ROOFING WITH 15# FELT z OVER 8" CDX PLYWOOD z 12 WITH ICE�WEATHER 5HEILD 7F � @ PERIMETERS VALLEYS 2� m BOLT ALL AREAS TO � RR w/ 2-2° C.B. 2�R @ 60 K-38 INSULATION *VENTED __ C:_ BAFFLES BETWEEN RAFTERS R-38 2x 10 CEILING JOIST/CROSS TIE @ I G" OC _. _. SIMPSON H7 CONNECTOR p N N Ix8 AZEK FASCIA, CENTS: _ BEADED VENTED VINYL — 2' GYPSUM BOARD SOFFIT; 12" OVERHANGS TYPICAL ALL AREAS Lu 2- 92" LVL HEADER OVER 3- 2x 10 HEADER ABOVE ® I^ o NEW 5LIDER DOORS ALL WINDOWS AND DOORS, v J N OR AS OTHERWISE NOTED; BEDROOM PROVIDE C520 STRAPPING z NEW 2x4 STUD FRAME EXTERIOR i5 O WALL @ I G" O.C. w/ 3" CLOSED CELL EXTENDED LIVING ROOM HALL q EXISTING 2x6 STUD FRAME 2x 10" RIDGE; SPRAY FOAM INSULATION, 8" CDX cO EXTERIOR WALL; FRAME SIMPSON C520 PLYWOOD SHEATHING, HOUSE WRAP SHEATHING TO REMAIN. NEW CONNECTOR(I`YP. ALL) U It 51DING AS SELECTED " C L SED SELL SPRA FOAM � W '• 2x8 RIDGE� r^ p ALIGN ON INTERIOR AND NEW SIDING, 12 @ / 2x6 PORCH RAFTERS V ) _ AS SELECTED, ON EXTERIOR 7 6 - PROV. H4 CONNECTOR �c 11 @ 16" O.C. II "x6 DECKING H CONNECTOR - NEW 2x8" FJ K-21 EX15TING FLOOR STRUCTURE TO REMAIN R-21 —' d 2- 2x8" ACQ GIRDER 2x8 DJ @ @ I G" OC 2x8" C.J. @ I G" O.C. R-38 I x6 FASCIA, VENTED (2) CARRIAGE BOLTS. r•� BOLTED THRU POST W/ 16" OC VINYL SOFFIT, CENTER BEADED- `:J -Z' AL50 INSTALL ON PITCHED J NOTCH POSTS FOR GIRDER RAFTERS INSIDE HEADER U 51MP50N ABU44 § STUD FRA E EXTERIOR BASEMENTG" O.C. w/ " CLOSED ELL 2- 2x6" HEADER, CONNECTOR(fYP) EXISTING STRUCTURE- ° MUDROOM ENTRY 7-G" +/- ABOVE PORCH, AM INSULATION, �" CcX G"X G"ACQ POSTS ON 10" FOUNDATION WALLS, FOOTINGS, SHEATHING, HOUSE P WRAP w/ I x AZEK 50NOTUBE W/POURED . SLAB, GIRDER, COLUMNS TO REMAIN \S SELECTED STRUCTURAL ANGLE CONCRETE FOOTING 20"x 8"d. (TYPICAL ALL) WALL BRACKET " PLYWOOD 5UBFLOOR PROV. H4 CONNECTOR zNG DEC;v(2) R-2 I 71" LVL F.J. I G" O.C. 2- 2x8" ACQ GIRDER 2x8 DJBOLTED THRU POST W/ 16" OC -?' CARRIAGE BOLTS BUILDING S ECT I O N 1113" NOTCH POSTS FOR GIRDER + 51MP50N ABU44 SCALE: = I '-0" 4 ^ CONNECTOR(iYP) 3 O NEW BASEMENT G"X G"ACQ POSTS ON 10" O O 14" LVL RIDGE; SONOTUBE W/POURED z- U � O CONCRETE FOOTING Q ks' — CON EOCTOR 20 . ALL t O O O 6+ �'-a" 20"x 8"d. (TYPICAL ALL) 2x 10 RIDGE w/51MP50N — U — 0520 CONNECTOR — 2x8 RR Gc 16" C 2- 2x8 HEADER ABOVE _ " 7- ABOVE ATTIC SUBFLOOR GABLE END WINDOWS; 2x I R.R @ I (;"CA. ALIGNED w/BOTTOM OF ALIGN BUILDING SECTION "CII PROVIDE C520 STRAPPING FRONT REVERSE RIDGE k 2x4 GABLE END WALL WITHIN LAYOVER DORMER. SCALE: 1" = I '-0" Z " W JPS 2- 2x8 HEADER OVER 4 Z O a ���� ATTIC WINDOW, C520 STRAPPING. Q �r� _ G" FLYING RAFTERS RUNNING Q~ 5IMP50N H7 CONNECTOR, 1D C)0o ��` 2RR DOWN TO VALLEY LLJ �C I x8 AZEK FASCIA, CENTER p FASCIA TO ALIGN Q J BEADED VENTED VINYL DOUBLE JOIST @ 4 NAILERS •�' SOFFIT; 12" OVERHANGS 4" 2x PLYWOOD ATTIC 5UBFLOOR STAIR FRAMING „ CONTINUOU5LYACROSS Q @ 16 O.C. FRONT; ADJUST GARAGE I I8"TJI 230 C.J. @ I G"O.C. 3�-1 OVERHANG DIMENSION AS NEEDED 3- 1 1Z' LVL DROPPED GIRDER 8" PROVIDE C51 G FLOOR FIRE RATED DRYWALL 2' 1/2" 2- 9j' LVL HEADER, HELD w/ — TO FLOOR STRAPPING ON CEILING THRU GARAGE STRUCTURAL WALL BRACKETS. WRAP w/ I x AZEK. 5TAI 0 IC BRACKETS TO HAVE 5001b. 2x4 STUD FRAME EXTERIOR A B K WALL OF 9'-0"X 8'-0" DOOR w/ WEIGHT CAPACITY; LOCATIONS WALL @ I G" O.C. w/ K-13 INSULATION, 3 2" DIAMETER STEEL LALLY LVL HEADER SHOWN ON PLAN -TL X I IZ" RA COLUMN BURIED IN 4 a a" CDX PLYWOOD SHEATHING. ABOVE C520 STRAPPING 2- I 4" u HOUSE WRAP *51DING A5 SELECTED 24"x24"x 12" POURED G GE (CONCRETE FOOTING UNHEATE , UNFINI5 ED h--I 0 2"X 6" ACQ SILL PLATE OVER TERMITE SHIELD ENTRY OUTLINE OF OVER SILL SEAL; ii STAIR LANDING FLOOR IN MUDROOM ii o PROVIDE 51MP50N C520 LANDING w W/LFT4 CONNECTORS a v EL 8" DIAMETER ANCHOR 50175w W/7" MIN. DEPTH @ 48"O.C. PITCH SLAB TOWARDS U a W/ MIN. 3"X3"x L'WASHER @ PLATEDOOR @ 8"/ FT. 4� w U N EXCAVATED > 8" POURED CONCRETE _ FOUNDATION WALL W/ U a 1'-4"X 8" d. FTG.; PROV. i-� °_ 2- #4 REBAR IN FOOTING (TYPICAL ALL AREAS) 118" LVL RIDGE a } BUILDING SECTION 11D" w =Lo �2 Z SCALE: 4" = I '-0" @ Lj= 47-1BQ ;z 2x 10 COLLAR TIE @ I G"OC BOLT ALL AREAS TO RK w/ 2-?' CB —— —— TYPICAL I G" O.C. 51MP50N H7 CONNECTOR: 2x 10 CJ/CT @ I G" OC R-38 INSULATION VENTED I x8 AZEK FASCIA, CENTER FRAME WALLS OF BUMP OUT 2x 10 CEILING BAFFLES BETWEEN RAFTERS U Z UP TO UNDERSIDE OF SOFFIT; — JOISTS @ 16" O BEADED VENTED VINYL _ PROVIDE RAFTER DOWN TO K-38 SOFFIT; 8" OVERHANGS FRONT TO COMPLETE A GABLE U END ON OUTSIDE Z TRIMMED OPENING; J �, 2' 0 ffRENCH WOOD SIDE o LIGHT N EITHER SIDE* 2x4 STUD FRAME WALL @ WINDOWI G" O.C. w/3" CLOSED CELL DLZ BUMP-OUT MASTER BATH N50M ABOVE ALL SPRAY FOAM INSULATION !� u FAMILY ROOM 8" CDX PLYWD. SHEATHING U w/ HOUSE WRAP It SIDING AS Z " 2x6 @ 16"OC SELECTED U 3- 74" LVL w/ 2"X G" ACQ SILL PLATE � TOP PLATE a" PLYWOOD 5U5FLOOK LYWOOD 5UBFLOOR OVER TERMITE SHIELD LLJ �° NEW 7 LVL FJ 12" O.C. OVER SILL SEAL; � PROVIDE INSULATION C) z 4" PLYWOOD ON UNDERSIDE NEW 2x8 FJ 16"O.C. R-21K-211 @ PROVIDE SIMPSON C520 (V o W/ LPT4 CONNECTORS NEW CRAWL SPACE DOUBLE JOISTS UNDER cnn ALL PARTITIONS RUNNING " DIAMETER ANCHOR BOLTS s 4 POURED CONCRETE PARALLEL NEW BASEMENT W/7" MIN. DEPTH @ 48"O.C. SLAB ON COMPACT FILLW/ MIN. 3"X3"x8"WASHER @ PLATE•' NEW BASEMENT DEPTH /' `'�' TO MATCH EXISTING 8" POURED CONCRETE .y FOUNDATION WALL W/ 1'-4"X 8" d. FTG.; PROV. 4" POURED CONCRETE 2-#4 REBAR IN FOOTING ' II 11 SLAB ON COMPACT FILL (TYPICAL ALL AREAS) �'• %r 4�? � PAGE: BUILDING SECTION E SCALE: -4'" = I '-0" UNAUTHORIZED AL TEPA TION OR ADDITION TO THIS DPA WW6 AND RELA TED DOCUMENTS/S A VIOLA TION OF SEC. 7209 OF THE N.Y.S. EDUCA TION LA W 0 z Q ARNONE RE51DENCE z 15--o.,MAX. C. t,C. Additions * Renovation to Exlstincj Residence U GRADE m z = 54801 220"E 202.51' (EL. 30) 1 j J _ SITE PLAN o "4- /•4- T SCALE: 32" = 1 '-0" N (EL. 27) p SCTM: 1000- 102-7- 10 R/ _ LLJ oInformation aken from PERSPECTIVE VIEW survey prepared by Roderick VanTuyl, PC Lu Greenport, New York 30 MINIMUM 2 x 2 ° dated May 9, 1985 FENCE POST m N O WOVEN WIRE FENCE z PROPERTY AREAS: (G x G - I ID/ 10 WWF) z Existing Lot area: 40,007 5C�Jt. FILTER CLOTH N Total Exl5ting House: I GG5 �I o Existing lot coverage: 4. 1 % N SLOPE APPROX. WELL Proposed New Areas: 1 743 sc[.ft G LOCATION > U EMBED FILTER CLOTH �DF CombinedTotal Areas: 3408 sc[.ft. p cn MIN. G" INTO GROUND z TOTAL LOT COVERAGE: 8.5% Area of Construction Includes: NOTE: New Garaoje 3 sej.ft. MAXIMUM DRAINAGE AREA OUTLINE OF BUILDING ENVELOPE I/2 ACRE / 100 LINEAR FEET New Additions, 800 sc[.ft. Extent of Construction: 3408 5q.ft. SECTION DETAIL Extent of Land Disturbance: 9,000 sq.ft.+/- SI LT FENCE DETAI L5 - NTS *TO BE CONTAINED FULLY BEHIND SILT FENCE SITE PROTECTION; TEST HOLE SILT FENCING o TO BE i NSTALLED PRIOR TO O THE START OF CONSTRUCTION- a o z CONTINUOUS AROUND STRUCTURE TEST HOLE v = o COCATfO� —�\ Q 0 o - 0 DRYWELL 2 \\\\ ELEV. 25' +/- m o (EL. 25) `�\ 30' BUT SUFFICIENT TO KEEP I 105'-0" \ SEDIMENT ON SITE \ \ TOP 51LT FENCING CONTINUOU5 7���r i.•. . . . . . . . . 501L w AROUND PROPERTY E TO a EITHER SIDE OF ENTRANCE •+• ♦ •+••♦ \ � � 501L STOCKPILE DURING " EXCAVATION � FOUNDATION 30 0 DRYWEL 3 z Z PROPOSED NEW AREAS -2-0 O O s... .. o , Q CONSTRUCTION TO BE E w - 0 I IB TED AROUND HOUSE 0 ED STR U R R w w 11 D y� 0 6 w......... .. .....: w QJUP N APPROVAL TO BACKFILL ... ......:... ..: \. 0 ..:: . . Q a �01_ a - I O 0 S AN D �. _ t4 O o I 51 - y, N VE 0 m - GRA L o - CONSTRUCTION DRYWELL I PLAN VIEW l "STAGING AREA" —_ n \ CONCRETE WASHOUT -- 121-011 U 0 U \ EXISTING I STORY ° W \ HOUSE TO REMAIN m \ PEASTONE ROOF GUTTER o ROAD EXISTING GRADE \ N (I st FL. ELEV. 29.6+/-) DIRT PARKING HOUSE a 0 CONSTRUCTION ENTRANCE -TEMPORARY \ AREA � o J CONSTRUCTION DRIVEWAY TO BE RCA SILT FENCING —/ 0'-0" BLEND G" ABOVE GRADE \ O �--+ 0 SECTION DETAIL \ N U o LEADER a \ 1 Z-2`-4 \ 0 \ O to n F2 TEMPORARY CONSTRUCTION ENTRANCE - NTS \ -- FI N I EWA AVE G2'-01 EXTEN51ON ENTRANCE T �ARAGE TO BE DIRT (EL. 2G) �� DRYWELL * PEA STONE w/ QRASS CENTER TEMPORARY CONST,R\CTION IL GRADE CLEAN SAND SHOULDER DRIVEWAY TO BE R.C.A. FILL ° APPROX. LOCATION OF EXISTING /\\/\/ / z AREA. TYPICAL EXISTING ASPHALT GII ABOVE EXISTING GRADE. ° a ° SEPTIC FIELD, TO REMAIN; ROAD SURFACE. - DRIVEWAY ENTRANCE RUNOFF CALCULATIONS: � ° ° a SCDHS APPROVED G-14-1985 0 ® ® ® ® ® ® \ �\�\�\ z GRADE - M ® ® ® Ell E \T I J III _II _-11 57G x . I G7 x 7.5 = 721 gallons of runoff ! I '-0" x 8'-0" capacity = 300 allons a ® ® ® ® ® ® @ ( ) p y 9 \ a CONSTRUCTION TRUCKS, �� \ ' ' Ln 721 / 300 = 2.4 \ EQUIPMENT TOOLS ETC. TO ® ® ® ® ® 10'-0" MIN z .., ® ® ® ® ® O .:::;. •- 1L—..... p 0 D Runoff Containment Requires: ENTRANCE PROPERTY HERE. U LLIII o D D " " \ ° 4 . o G 0 0 0 � O ( I) 3-O dee x 8-0 Orin liiil oD ° oDD ° o o CLEAN GRAVEL FILL. (proVlde5 900 total Capacity) DRIVEWAY DRYWELL a - ® PRECAST ONCRETE Z . 0 0 o D o 0 0 - LEACHI RING - U FIRST 30'-0" OF FINISHED ® TYPICAL LEADER ELEVATION / SECTION �° ® Oo D O \ O O p O Q FILTER CLOTH ° ° ® 8 0 O DEPTH CALCULATED Not to Scale W 0 o a a DRIVEWAY TO BE PAVED; ® ® ® o z Do D D D po DOD ° PITCH TO DRAIN (EL. 22) ®® RUNOFF NOTE: p� o UNEXCAVATED SOIL O O o O O o o = (EL. 23) a TRENCH BRAIN Gutters continuously around; W d 4 0 D o�o VIII Leader locations as per SC D p 0 p �d o 0 (EL. 24) 0 _ Installer - all leaders drain to p D o p Doo lull-11111 N47°26'I O"W 167. CLEAN SAN - R..A 0 00 ° O o p 0 Ilii N52°5►'l 0"W 35.43' FINISHED DRIVEWAY FROM PAVED `,f�;°�R f�� G" O PVC pipe to new drywell5. U Ill11=Illlllllll=l III��IlIIII ENTRANCE TO GARAGE TO BE DIRT ,, "'`°�,4� Lull-1111111111-Tf11� PEA STONE w/ GRASS CENTER RUNOFF CALCULATIONS: Z �c%�' C} 383 1 x . I G7 x 7.5 = 4798 gallons of runoff z FRENCH DRAIN DETAIL - NTS " ` � @ (1) P-O" x 8'-0" O capacity = 300 gallons CROWN LAND LANE �,; ` �r '' '°` '' �; 4798/ 300 = 15.99 Runoff Containment Requires: PAGE: r Q- (4) 4'-0"deep x 8'-0" O ring �, 37G05 �� (provides 4800 total capacity) sit UNAUT!JORIZED ALTERATINOOR ADDITION TO TH1S DRAWING AND RELATED DOCUMENTS 1S A VIOLATION OF SEG 7209 OF THE NY5. EDUCATION LAW