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HomeMy WebLinkAbout43819-Z oSUFfO[irc'pq Town of Southold 2/4/2024 P.O.Box 1179 co ,�r 53095 Main Rd SO Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44934 Date: 2/4/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 1210 Country Club Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 109.-3-2.14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/22/2019 pursuant to which Building Permit No. 43819 dated 5/31/2019 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: alterations(finished basement)to existing single family dwellingas applied for. The certificate is issued to Celli,Pasquale&Lorraine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-17-0013 1/11/2024 ELECTRICAL CERTIFICATE NO. 43819 12/12/2019 PLUMBERS CERTIFICATION DATED 12/29/2020 rad Piec h u ho d Signature =L�17G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD �,�ol � �ao94fy , 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#: 43819 Date: 5/31/2019 Permission is hereby granted to: Celli, Pasquale 1210 Country Club Dr Cutchogue, NY 11935 To: make alterations to an existing single family dwelling (finished basement) as applied for per SCHD approval. At premises located at: 1210 Country Club Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-3-2.14 Pursuant to application dated 5/22/2019 and approved by the Building Inspector. To expire on 11/29/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $621.20 CO -ALTERATION TO DWELLING $50.00 otal: $671.20 Building Inspector l Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 7f 5-1802 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: gs,Property lines,streets,and unusual natural or 1. Final survey of property with accurate location of all buildin ro rty 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$50.0 , 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. 2 Old or Pre-existing Building: (check one) New Construction: (J Location of Property: Street Hamlet House'No. Owner or Owners of Property: BI:T � i 'I I? Block Lot _ Suffolk County Tax Map No 1000,Section Subdivision Filed Map. Lot: Permit No. $ Date of permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Iremporaly Certificate Final Certificate:AApplic (c ec one Fee Submitted:$ Sig ature pF SO!/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.richertCaD-town.Southold.ny.us Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Celli Address: 1210 Country Club Drive City: Cutchogue St: New York Zip: 11935 Building Permit#: 43819 Section: 109 Block: 3 Lot: 2.17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric License No: 3677-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 21 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 17 CO Detectors Sub Panel 50a A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 19 Twist Lock Exit Fixtures �] TVSS Other Equipment: 1-bath fan, 2-paddle fans, 7-ARC fault circuit breakers, gas furnace, a/c condenser, 1-air handler Notes: basement renovation Inspector Signature: Date: December 12 2019 81-Cert Electrical Compliance Form.xls � I Town Hal!Am= � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , Southold,NY 11971-0959 v BM DING DEPARTMENT TOWN OF SOUTHOLD CERTXF CATION Building Permit No. Owner, Ce)I; (Please print) Plumbcv _ AEC,a ei CCU(-b (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. (Plumbers Sipature) Swom to before me the L y zr~,h _ day of D c r 2Q2-o ...f....• F E B - P 2021 Notary Public,. Akew County, SUSAN A.R1770 Notary Public,State of New York No.01 RI6183459 Qualifies!in Suffolk Country Commission Expires March 17,20?Z e? OE SOUTyO� Ll / 8 19 # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 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: DATE INSPECTOR i �o��,oe souryo� # # TOWN OF SOUTHOLD BUILDING DEPT. Own 765-1802 . INSPECT'ON [ FOUNDATION 1 ST [ UGH PLBG. [ ] F NDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING RE ARKS- 9(11% vM76Av" Y� - d�l�Qi (c/ DATE ANSPECTOR OE SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 3 [ ] 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: K ctL�&-Lj--C- OtL6ukf I t 6.&,1 DATE )y 1 INSPECTOR, -i OFSOUI -- # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] `FOUNDATION 1 ST [ ]" ROUGH PLBG. [ ] FOUNDATION 2ND [ - ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION"- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: e-bAajwv Y_ v k5o DATE INSPECTOR " a r � - w� ���'�/ r � � ..#n '� A, I is AD)a sm WPM UP* • 9• -70 CONnYMNTS • • I MIA ., 1 1 AF AV ROUGH PLUMBINGs INSULATION . • N.8TATE ENERGY . , - �A %'MA P©O MAIN ra IMMUNE IWFA m 1 . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building*Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D,E.C. Trustees C.O.Application Flood Permit Examined _,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: W gv:::� Disapproved a/c Phone: 6 Expiration ,20 A' ..� Z inIj ( ,,I`I a g Inspector P�AY 2 2 2019 PLICATION FOR BUILDING PERMIT Date 2Z , 20 INSTRUCTIONS TOWN OF SCOUiiI L;� 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 accordinwtb 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 Departnient'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 owner, lessee, age t, architect gineer, general contractor, electrician, plumber or builder Name of owner of premises -P,4 1, (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. Locat on of land on whic .proposed work will be done: . 10 0Q G v Q "In Ind GUT House Number Streetj Hamlet County Tax Map No..1000 Section 0 Block CIP 3 Lot 1 4- I I Subdivision. Filed Map No. Lot i 2. State existing use and occupancy of premises an intended use and occupancy of proposed construction: j a. Existing use and occupancy x b. Intended use and occu anc fN 3. Nature of work(check which applicable): New Building Addition Alteration,X Repair Removal Demolition Other WorkNf. E5M-r 4. Estimated Cost Fee (Desription) (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 Rear Depth Height Num elf Stories Dimensions of same structure with alterations or additions: Front - r. Rear. - Depth Height P Number of Stories • • - � 8. Dimensions of entire new construction: Front Rear Depth j Height Numb of Stories 9. Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner i 11. Zone or use district in which ,premises are situated ! . i 12. Does proposed construction violate any zoning law, ordinance or-regulation?YES N� N/4 13. Will lot be re-graded? YES NOWiII excess fill be removed from premises?YES 14. Names of Owner of premises. L, —7 Address Phone No. Name of Architect C lam/ Z— Address Phone No Name of Contractor Address Phone No. i 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 QUIRED.. 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 YOI K) SS: j COUNTY O= I �W� Z—being duly sworn, deposes and says th �a NC �a itiPk (Name of individual signing con act) above named, �9otary01'BU6185050 ' Wnffor (S)He is the 1 Qualified in Suffolk Coun ( (� Exoires Ao (Contractor,Agent, Co rate Officer, etc.) i of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me this day of 20 Notary Public Signature of Applicant ! JAN 0 5 20M SUFFOLK CO.HEALTH SE OFFICE OF WASTEWATER: The sr.;: ��,• , ^, ,:ray! .'W�1,.,. !•;,%r;, , F014,c 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.richert towrr.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: r'�,� Date: 2 ZD Company Name: s/ 6C Name: z 12o sLA ��- License No.: 3 4 -7 A4 in email: Address: p, - j Phone No.: JOB SITE INFORMATION: (All Information Required) F Name: C L1- Address: It,; L)G `�� Cross Street: Phone No.: Bldg.Permit#: a 3 F/ 9 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) ( A - Circle All That Apply: Is job ready for inspection?: YES NO ou h. I Final Do you need a Temp Certificate?: YES 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 82-Request for Inspection FormAs 5% Scott A. Fussell 9k 4 STORIMMAr IER SUPERVISOR MANAGEMENT SOIUTHOLD TOWN HALL-P.O.Sox 2M � 530%Main Road-SOUTHOLD,NEW YORK 119n 'own of'Southold CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT IFPm OLVE ANY of THE FOLWIVING: Yes o (CKM A.L�'r A"Lh f ❑ A. Clearing, grubbing, grading or-sttipping of land which affects more than 5,000 square feet of ground surface. CI ID B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard. area. ® E. Site preparation within the one-hundred-year floodplain 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 gues&ns abm,SM! Complete the Applicant section below WM your Name, Signature,Contact hftrmation,Date& County Tax Map Number! Chapter 236 does not apply to your pre ect. 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 idst Form to the Building Department with pour Iluitfmg Permit Application. APPI3CANT: Wtoperty ov✓o; Profewtor�a4 Aged Carctextar,Ottretl S.C.T.M. 0. I000 Die L3istrict NAMEr- W1 /L Z o ` 2.i 4- 5 2z Section Block Lai FOR BUILDING DEPARTMENT USE ONLY Como Infortnation Tc�eox Na:ma.. - Reviewed By. P_roperty Address/ Location of Construction Work- — — — — — — — Date. —Da a — — — — — — — — ® Approved for processing Building Permit. Co Stormwater Management Control Plan Not Required. 0 C2 V / ❑ Stormivater Management Control Plan u Required (Forward to Engintering Department for Review.) FORM SMCP-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 s - BUILDING--DEPARTMENT } NOTICE OF UTILIZATION OF.TRUSS TYPE CON*.ST:RU.CT-,ION,.PR'E-.ENUIINEEREI '; WOOD CONSTRUCTION..ANDIOR TIMBER CONSTRUCTIOW�_ I Owner:, LV.. Location of Property:... 2 ©_ U,(/ _ tz. _. ._ Please'take notice that the (check applicable line): P ,�LL� �r�►ISI�-/ l G New commercial or residential stru e5� NrF Addition to existing commerci 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): r Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line);; Floor framing, including girders and beams (F) framing 10 Floor and roof f aming FR) Signature.- Name (person submittin his form): : Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 '.REFLECTIVE WHITE REFLECTIVE RED. PANTONE#187 r r , i i R ! .. ... ................ ...-. ....-... .......... H f`' Z 1/211 STRO<K.E The construction type designation shall be " &Aip9, «11119 611V"or ggv�q to indicate the construction classification of the structure under ES1G. V_:`" ",lCN F+ :STRUCTURAL section 602 of the BCNYS _..:..;._ ..:...... .:.:...,. ..:.. . .�. . ... : .. .. . .:::. C:oIMRdkENTS THAT' ARE OP TRIx$ T1f'`PE: P.TRUCTION "R' F�� FLOOR FRAMING, INCLUDING ti >r, GIRDERS AND BEAMS ................::.. ROOF FRAMING SLOul"tIN _ �T- 'FLOOR AND: ROOF FRAMING STANDARDS AND CODES OF SO(/j�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ BUILDING DEPARTMENT July 19, 2021 TOWN OF SOUTHOLD Celli, Pasquale 1210 Country Club Dr Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. Energy Test Results and Manuals J&S. X Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit. Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Energy Efficiency Certification. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer. Spray Foam Insulation certification from a NYS licensed architect or Engineer. BUILDING PERMIT: 43819-Z Alterations , s YAGGARINO \ O 10-25_201, /' \s O / � /' ' ' P,�w J vt� 40, ode J I o � � N t ���-co o lot 1-9 s d � •�� �,5'n-C MIN;�•� ,p A ; of - A of KA A �y o co car ,p,1d'`` As cl�`` ° � \P� �\ 1 cry`'�• ~o 'w�`'. �`�`�� �J tig�' � \ Of Olt, 000 lox T HOLE DA TA \, IALD GEOSCIENCE V108/2016 , MIXED SAND AND LOAM O --- 2' s DARK BROWN LOAM OL BROWN'SILTY SAND sM SEPTIC SYSTEM DETAIL --- 5' HOU5E F.F. EL. K-Y BROWN FINE SAND SP G.I. COVER NOT TO SCALE I.E. TO GRADE FIN15HED GRADE 13.1 EL 125' 123' 120. b 6'MIN MA5~Y CHIM% Y WATER IN BROWN FINE SAND SP I� I. MIN lt7 6' p� ?' MAX va• rER Foor MINIMUM PlTrll REScheck Software Version 4.6.5 .�- I_ �._,`` 'J -V F- "i Compliance Certificate Fr AUG - 9 2019 Project Energy Code: 2015 IIECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: celli Mark Schwartz,Architect 1210 country club drive P.O. Box 933 cutchogue, NY Cutchogue, NY 11935 631-734-4185 mksarchitect@optonline.net Compliance: Passes using prescriptive requirem ents,for alteration projects Envelope Assemblies Gross Area Cavity Cont. Assembly or R-Value R-Value U-Factor UA Perimeter Wall 1:Wood Frame, 16"o.c. 1,616 0.0 20.0 0.041 65 Window 1:Wood Frame:Double Pane with Low-E 23 0.300 7 SHGC: 0.31 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The-proposed b ildiind has as been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to co he mandatory requireme ,s liste In the REScheck Inspection Checklist ey 7- Na`me--Title r pA Signat&O" Datd Project Title: Report date: 08/08/19 Data filename: D:\REScheck\CELLI-3.rck Pagel of 1 "r' r r2G9 SUFF.CO.�;=ALTIH SERVICES SURVEY OF PROPERTY OFFi�E QF TF°'nr��;r4'�T. a t CUTCHOGVE TOWN OF SO UTHOLD �a " SUFFOLK COUNTY, N. Y. \ �\ -/ 1000-109-03-2.14 \. �; �4�. SCALE. V-40' - \�� OCTOBER 17, 2016 (PROP. ADD/TONS) YAGGAR„� ,/' DECEMBER 13, 2016 (REWSIONS) 10-25-2016 ® /-/ • �p°` J J FEBRUARY 13, 2017 (REWSIONS) ,�-` "o{► ,/" �+\d` � s� \,d' ® APRIL 15, 2019 (REWSIONS) ow o cg tP eA Of oo �A o'jfoy QN S Qr ��-tp J� R� � �Qcn L� �y`,�-� -- Mint•.., ol clow Zia r _\`fYr Pz�� a� �s�pj�ti`-- �C� ('"\� cV vo 0 In ,,�¢ „( _,�� `tom ae� hvo 1101* TEST HOLE DATA MCDONALD GEOSC/ENCE 0910812016 --- 2 MIXED SAND AND LOAM � O-s DARK BROWN LOAM OL SUFFOLK COUNTY DuAr-�i r-N T or ��.Al:, i Sri I�POE5 BROWN'S/LTY SAND SM SEPTIC SYSTEM DETAIL S E Fvm.. R"s' F'CL ! -- 5' HOUSE NOT TO 5CALE F.F. EL. 14.1 BROWN FINE SAND SP G.I. COVER DA-, ]aa�j-? i•E. TO GRADE F"NSHED GRADE S 13.2' EL 12.5' 12.3' I u I I I.E. 6'MIN. _ - MASONARY GHIA Y F -,'i F'��.-:li'i3 �W>�rzvrJm.�i 12.0' ! MIN WATER /N BROWN FINE SAND SP 1.E 6, 10' 20A'?• MAX A44" PER FOOT E ,gapg7�;;THREE YEARS PRJP�t DATE 0 IQ�'PR01I1. 117 I.E. MINIMUM PITCH tl2' ® ® co KE MIN4" DIA. PIPE V8" PER FOOT q -o® am ® ®E 17 MINIMUM PITCH ® ® ®m MIN.4" DIA. PIPE NOTE.- WATER ENCOUNTERED 8.1' BELOW SURFACE :34* l500 GALMIR SEPTIC TANK g J MIN. 14) LEACHING POOLS TOTAL 400 5.F. 5.WA. 3' MIN. ■ = MONUMENT &ROUIJ 3.1 ELEVA77ONS LINES ARE REFERENCED TO NA VD 88 - - - or- N r7 lmv}- SCOHS REF # R10-99-0132 LOT NUMBERS REFER TO "MAP OF COUNTRY CLUB ESTATES" A `� ✓��;4� �`t�fi. FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS FILE NO. 6736. (PROPOSED SEPTIC SYSTEM 6 BEDROOMS) AREA - 40,649 ESQ. FT. REPLACE EX/S77NG SEP77C TANK W/7N [1] 1,500 GALLON PRECAST SEP77C TANK 3' " '\ lh: ` � ANY ALTERATION OR ADD1770N TO THIS SURVEY IS A V/OLA170N 100 x LIQUID DEPTH `� ' "'��'� LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA71ON LAW. ON/C,SUf�VEYORS,�P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS ADD [1] LEACHING POOL 0 x 4.5' DEEP PECEC 5020 FAX'HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF WITH 3' SAND (SW) COLLAR, 3' ABOVE GROUND WATER ( 765= (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER AVEL Y. 1197E T 16-090 REVISIONS: EX. 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REPLACE EXISTING CX145 � - BASEMENT WINDOW , EGRESS SEPTIC v = x4-413/16 1 Emmet CX145 ROCKWELL 66X44X60h ; W FIBERGLASS COMPOSITE EGRESS WINDOW WELL ; w/COVER PER CODE ' u , � xsx_.-vexxxs v:x:_:exx__.xx_:xxxe xs: :� O ...........................................................: ----------- -- -- - - - --- - Plato N E-+ FOUNDATION PLAN S W N PROJECT NORTH SCALE: 3 1G" = V-0" E I V W �v W t!#�.;:d E ,.. DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: Tuesday,October 8,201 `�— SHEET NUMBER: REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION CONSTRUCTION NOTES. q Q-� SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER BUILDING HEIGHT (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMONJOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) PER NYS 301.6 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING:responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor boltEXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all W 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 0 �, INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: SEE GENERAL NOTE PAGE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2 - 16d COMMON 24" FACE EGRESS a P SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. SMOKE & CO2 DETECTORS 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 HEADER TO 16"o.c. at panel 16d COMMON ® CARBON MONIXIDE ALARMS TO C w Z such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL COMPLY WITH R315 IRC. E..� in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION I� 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: 16 length adjustment factors in table 3 FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL l CLIMATIC & GEOGRAPHIC DESIGN CRITERIA . . FOOT SEE NOTE: 1,2 ). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST determine intended heights of finished floor(s) above typical grade. FLOOR FRAMING. WINTER 10ESHIELD 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 2). All footings to rest on undisturbed (virgin) soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 20 PSF 130 B SEVERE 3 FT. 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 11 NONE - concrete or masonry walls occuring in exterior or unheated interior areas. JOIST TO: 4- 8d COMMON PER TOE TO HEAVY MODERATE 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table 2- 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. .. Use approved epoxy for installation. e TO JOIST END NAIL ' 3.5. BLOCKING 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2- 8d COMMON EACH TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES END NAIL 4 PERIMETER EDGE ZONE Sd COMMON @ 6" O.C. poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: 8d COMMON @ 6" O.C. SEE NOTES: 1,3 rT� to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD Q along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 � 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON0 a 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST NAIL U DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE NOTES • ; - 8d COMMON JOIST NAIL > W 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. H �' W N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END ll z C7 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 3 -16d COMMONh--� TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including4 feet on each side of the roof peak, O x P ' U U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.p 2 -16d COMMON p g q W Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 �- l � U FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. V 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" Ion anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING g g 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. vcIFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:CEILING SHEATHING : SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-n, SPACING SEE NOTES: 1 3 ( BOTH FIELDS) m `�' o where needed. 4 EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. rn y 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD °i 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . Sd COMMON @ 12" O.C. SEE NOTE: 3 p0 rn M o 6). Concrete piers shall be a minimum 6" above grade. M 0 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O `� c U openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES w openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ° O° and blocking where applicable. QTY. SPACING , � 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5). All flush beams/headers al be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM - SBC 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 41 anchors where applicable to all connecting joists. be used. ,r, U v PLUMBING NOTES 7/16" OSB 3" O.C. EDGE 6d COMMON00 N v 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 4 on plans. WALLBOARD 5d COOLERS 10" O.C . FIELD 7). Provide 2 - 1-3/4"thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL cn 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION w QTY. SPACING 1).PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. H state code and manufacture's recommendation for maximum hole size and spacing 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. p g permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES sa COMMON U 1" OR LESS 12" O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) 9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44°SILL-AFF under a bearing walls. U)1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED �requirements. off Fireblocking shall be provided to cut o all concealed draft openings(both vertical and horizontal) NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor _p 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 l Fir equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Q' 1). Nailing requirements are based on wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, cV x adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed shear capacities, nailing requirernenis for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: REMOVE AND ADD ADDITIONAL FILL AS NEEDED. � members shall be doubled, or alterrate connectors, load path. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Q over su floor as per manufacture's instructions. such as shear plates, shall be used to maintain oa pa . 2)•COMPACTION OF NEW FILL SHALL BE LEAST 95%PROCTOR 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE under stairs shall comply with current N.Y.S.Residential Code. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 ® A ne. - torch down type material over. and R315 of IRC. INN S :�jr DRAWN: MHlMS �G1 ��t,C 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS 70 BE HB&G ,� 7, SCALE: 1/4"=V-0" be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP JOB#: AND BASES.USE WITH FLASHING CAPS TO Monday,May 20,2019 SHEET NUMBER: - COVER TOP OF N -2 REVISIONS: 2" U00 s . . 2" EX. BATH U EX. DEN EX. ENTRY vl �' ":_ T - I a 'I EX. BEDROOM No. 3 ---------------- ®NEE / ' I FC 7y e i FASTENER TYPE: SPACING: ( 1 j 2 O:, ' 1 No.8 WOOD-SCREW 1 ; O REMOVE EX.WALL,CLOSET AND IR Ih.!_,,!!�_A i 11 BASED ANCHOR WITH 16"oC I ( I I ' I (GC TO VERIFY STRUCTURAL SUPPO 1 �, tin.EMBEDMENT LENGTH ( ( 1 , No.lowooD-scREws - -- INSTALL NEW STAIR AND RAILING BASED ANCHOR WITH 16"OC ( i ( I i -DN , T tin.EMBEDMENT LENGTH , ` - - -OPEI`4---• . ----- EX. GARAGE 1 " ,._,.. t` - n1 I -- TO , (-i;'•J,71 i l I t ",i ' I'ri i HE III III -,-- F..LL C_. 11 1/4in.dia.LAGS CREW ---- ; REM!, F``^l ., I 111 III i I BELOW I j -"- ,OF N,�:'d BASED ANCHOR WITH 16"OC I ---- ---��_-' me tin.EMBEDMENT LENGTH - I - I i i i i i i __ _ _ _ __ JI_1-- � � , ^ III III ` I I � I YnnOi i�pp�T/^,�;(��F hdC 1 (,i��:�'��)}}i' �l,E^^'.�.E FOR I1 ill III 1 I 1 I 1 's.l�.w�'�.71V \�`l ,01!J T RUC T IOI.I ERFk0iZS. • 1 1 � � � ' • III ICI 1 1 , I 1 I III I'I COMPL ' WITH ALL CODES OF I i , l l ' STATE & TOWN CODES EX. PORCH ' ' ' ' F,< NEW YOR % 1 1 ,�-,�����``1,3 AS REQUI ED I I "��h`I� � I .I / L 2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVNE:7/I6"0.5.6•) ,", ——---------_['� _ _ _ _ _ _ _ _ " -------- 1_ , { v I l I L I V Y,IY LhI Y1Y11 Y4 t+v,..�D u zo _ 1, �„I, I�„TEES to — aa, WU WINDOW SILL TYPICAL WINDOW OPENING Z Oa a PANEL SPAN EQUAL OR SMALLER � G� THAN 4 FEET � O W d�-i�11V1%:i:=i'i c��� ��IFicATION �, � a U PARTIAL 1ST. FLOOR PLAN S N PROJECT NORTH LEAD CONTENT BEFOFc U �, �� �� ;t-ICATE OF OCCUPANCY' z cn SCALE: 1/4 = 1 -0 E t F g� "I &.4 I- ,OLDER USED lip` 1ATER a w =� r' 1-,�`4 �-. ;' P SYSTEM C:!4�!.,C , W a w w XCEEU 2110 OF 1°o Lf-l"ID I...� v a 13 fill '41I3. n RA I. ,C) A O D GO.1 2 3 1 I ___ _ I SLOPE"1/4"PER FOOT PITCH TO DRAIN , , , ' _ PLUMBING _ TO APROVED p1_uMS1�G` 4 4'C.I. SEPTIC SYSTEM ' 1 ^ ' TRAP HOUSE 1'I d i PLUMBING SCHEMATIC ' I N.T.S. W � � A EX. BASEMENT O U 1 1 ---------1 1 , 1 1 1 I I 1 I I i u^ FF•-•,! O _______________________L__ J---__-____ L__ J___________________-__--1___ I_____--_---------_-_____1-_- -I-__-__________________I___ ___1_____________________1-__ L-_________________J___ L________________-_-___ ' __ ' -' __ ' �___' -- -- ' -- ' �___' a--- W ° I 1 1 I 1 1 I , 1 1 1 1 1 I --- - - -- - ------- v U 21'-0" 30'-1" 15'-4" SERVICE (2)5-1/2 ML PANEL 0 GALLERY M c o (2) 11-7/8 ML .° 8-1/4"max ; ; x 1 1 1 1 --' ------ '--------------------'— ' �� /T----- , ------'{-------------------_ 0 }„ -011 + ._ ' --'�--------� ----- —f-- ----1-- ————— ----------1— -------- , 1:4 .Yi E REPLACE EXISTING SOLID CORE DOOR Z v B. oo I ' a; 9„ BASEMENTWINDOW ------- - ------ ------ ___--- __ -- ---- w/WEATHERSTRIPPING 00 ° - I CA 11+ v 7I � a .� m � I 1 6P-Otf 800 I 'n00 U m CH NEW STAIR O ' _ wcz '• (REPLACE EXIST G) `1 a� ° 2'-6° I I e I X x V SOLID CORE DOOR ° • • •' V w w/WEATHERSTRIPPING n , , ( N �I 1-1/2 THICK N o UTILITY I I _. o BEDROOM 00 N �� WALL w/R7.5 SITTING AREA FOAM 1NULATION 11 — �I AREA WELLw/GRATE 3'_4" (D BEDROOM LO CLOSET i 00 ^ PARTIAL SECTION AS PER CODE 2,-2„ 4, /2" �I SCALE: 1/4" = 1'41 '-o' �-4`_,- 1�2" 16'-111/2" Emil 1 1 _ u' 1 I 1 1 N (2) it-7/8 ML V i ,-----------------/ I EJECTOR I SOLID CORE DOOR O EGRESS PUMP w/WEAT RSTRIPPING ;--t--'UP 2X6 Cn o (2)11-7/8 ML FLUSH BEAM --1-- -"- EX. GARAGE V) @16"oC pI I I 7'/z' 4'-413/ , ----- - -(ITS- 8°THICK CONCRETE d ' REPLACE EXISTING CX145 --''-_'_'OR ALTERNATE PER OWNER o I 1 N WIND W WELL ? HORIZONTAL_PROJECTION(ie DECK) i SEPTIC BASEMENT WINDOW d I OPT.:BLUESTONE CAPPING NS REBAR w 5 • (�12"OC Z 'D I CULTURE STONE `� AREA WELL w/GRATE I 1 1 �' o • I AS PER CODE ' ' ' ' V 4'—CI„ 1 I 1 I 1 '0 Z_ o� . °° min.6"DEEP 4"min. M REMOVABLE STEEL GRATE �J 8"THICK WINDOONCRETE •° GRAVEL " PRESCRIPTIVE DESIGN PER R402, 2015 IECC: ' WINDOW WELL 3'-0"min. JALI C LADDER k=L-==------------ -+------------------�-+-------------�-�-� OR OTHER PER OWNER) .a lT � 1 fmj- �1 RUNGS F='�a�'_____________� min,3" ---------------------------------------------------------- z ' ' �1z ocR i °•° PROJECTION FLOOR SPACE R30 CEILING 49 1 44"max R-VALUE R-VALUE: *ADJUST FOR LARGER WINDOWS H >• (OR LADDER EGRESS WINDOW (WINDOW SHALL BE ABLE TO o O ! (PER CODE) OPEN FULLY) z *EXCEPTION FLOORS: FENESTRATION 0.30 o ° IF FRAMING MEMBER IS R19 U-FACTOR: LL o' TOO SMALL W 0• DRAIN • + �l• » ., WINDOW WELLS TO BE COVERED WITH STEEL GRATE. ° SLAB (HEATED) (2'PERIMIETER): Rio FENESTRATGLAZEION NR FOUNDATION PLAN �„`// C COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT SHCR: S N PROJECT N 0 RT H f� a 1i� `� USE Of ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. s' ft V i�'V` y F� . _ •. DRAWN: MH/MS min.6"DEEP GRAVEL 0• FRAMED WALL i �� 11 f1' I C�' R20 SCALE: 1/4 = 1 -O i -9 ,��; SCALE: 1/4"=V-0" WINDOW WELL D ETA I L BOTTOM OF SILL C EGRESS WINDOWS SHALL BE NO R-VALUE: SKYLIGHT E Q "'# ADS DRAIN PIPE '� 1 MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. O.$$ „ JOB#; 44^max. U-FACTOR: NTS LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER BASEMENT WALL - ° �jF Monday,May 20,2019 THAN 44 INCHES AND SHALL PROJECT NO MORE THAN �. SHEET NUMBER: 'o CONDITIONED SPACE 15/19 � 1. -� 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY ( ) FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF , R-VALUE: Q. g. NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT 0•° /t OF WELL. SHALL BE MINIMUM A— 36'XD36 ANDLSHALLD EC ADJUSTELEARAND IN SIZE FOR LARGER OF 'a .• A' ?w ��a�,� N �'+ I OPENINGS AS REQUIRED. ,