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Home My WebLink About37854-Z Town of Southold Annex 5/2/2014 P.O.Box 1179 r 54375 Main Road lR' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36888 Date: 5/2/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1835 Reeve Rd, Mattituck, SCTM#: 473889 Sec/Block/Lot: 100.-3-10.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/28/2013 pursuant to which Building Permit No. 37854 dated 3/7/2013 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: SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AND FRONT AND REAR PORCHES AS APPLIED FOR The certificate is issued to Landmark Prop of Suff Ltd (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0003 02-04-2014 ELECTRICAL CERTIFICATE NO. 37854 02-07-2014 PLUMBERS CERTIFICATION DATED 01-27-2014 Paul Rupp A ho ' ed Sigdature *S104 TOWN 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#: 37854 Date: 3/7/2013 Permission is hereby granted to: Landmark Prop of Suff Ltd 475 Route 25A Rocky Point, NY 11778 To: construct a new single family dwelling with attached garage & covered front & rear porches as applied for At premises located at: 1835 Reeve Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-3-10.4 Pursuant to application dated 2/28/2013 and approved by the Building Inspector. To expire on 9/6/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,224.40 CO -NEW DWELLING $50.00 Total: $2,274.40 Building Inspector Form No.G TOWN OF SOUTHOLD. BUILDING DEPARTMENT v TOWN HALL DIti-e 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 buildWg 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 2110 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliauce-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: I. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly a nipleted 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 Buil in g: , (check one) - Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1 000, Section �(�(� Block Lot 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 �l � ( ) Fee Submitted: $ . Applicant Signature *pF SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 CA iQ roger.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 .t` o��C4U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Landmark Properties of Suffolk LTD Address: 1835 Reeve Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 37854 Section: 100 Block: 3 Lot: 10.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: STS Electric License No: 41857-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 42 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 15 Smoke Detectors 6 Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 23 CO Detectors 2 Sub Panel A/C Blower 1 Range Recpt 1-20z Fluorescent Fixture Pumps Transformer Appliances dq31 Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a overhead service, 3-exhaust fans, 1-gas fireplace Notes: Inspector Signature: Date: April 7 2014 81-Cert Electrical Compliance Form.xls Town Kali Anam iso�(630.765-1802 54375 Main Road Fax(b31);765-9542 "- M Box 1179 Southold,K*w Y4a*11971-0959 scrttni��asP�. rr � . TOWN O SOUMOLD APR 9' 2014. � •CERTIFYCATIO N Date: Building Pty No. 1-24 owner: 1 f S (piawE prin} Phm*er. P,,>,s,-L (PIM0 print) 1 certify that the sdklw used in.the WaW supply'"em contains less.tla�a 2/10 Erb HK Swom to before me thi.5 a day of 20 �tNtlllli�i� • /NO,O'ICA0280228t;7 QUALIFIED IN p� ;NASSAU COUNTY: V ��/.Y.�k/w�-� �'O COMM.'017 Notaxy Public, u ity '0 - '. plTT/2017 '.�9�� •.VSL... •,10�.. Op N 10/Z0 3JVd S331sndi 0OHinos Zb9959LZ89 00:5i b10Z/LZ/Z0 37- TOWN OF SOUTNOLD BUILDING DEPT. 76:f•1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ j INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ j ELECTRICAL (ROUGH) [ j ELECTRICAL(FINAL) REMARKS: DATE 3 INSPECTOR oF souryo6 37S TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 PECTION [ ] FO DATION 1ST [ ] ROUGH PLBG. [000ir OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ J FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL) REMARKS: -r t DATE `� INSPECTOR $W/r� TOWN OF SOUTlIOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING dtNE�Y IN [ ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &Wg�n4 If 11 DATE U �� INSPECTOR PF f o�N'of SO/q� TOWN OF SOUTNOLD BUILDING DEPT: 765.1802 INSPECpo TN [ ] 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) REMARKS: 6�t� DATE INSPECTOR TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] NDATION 1ST [ ] ROUGH PLBG. ?,eLACEkCHIMNEY ON 2ND [ ] INSULATION FRAMING/ RAPPING [ ] FINAL FIR & [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL OU [ J ELECTRICAL FINAL) k REMARKS: � AdlcK2 r� � DATE f INSPECTOR �o��pF SO(/T�o6 M1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING 1 STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTORl4-- ` r4f so TOWN OF SOUTNOLD BUILDING DEPT: 765.1802 INSPECTION [ ] FOU TION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL �[- �IREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) REMARKS: 5 DATE �✓ INSPECTOR -3 7 TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTI [ ] 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) REMARKS: DATE INSPECTOR -A 47 souryo� 4 • �° TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) XELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 41711 INSPECTO 78 rjf s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION I ST I ROUG LUMBING FOUNDATION 2ND 11 LATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: Yc #4r DATE - INSPECTOR 4'0`4 V PLUMING -m VMrAdWJfAAV INSUL,ATION PER N.Y. STATE ENERGY •D J WOM ---I WAWIM ME � � _, _ fir■ '� II.� • 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 appro FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check ' Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 D j Storm-Water Assessment Form ontact: -� Approved 3/i 2011 Mail 2 Mail to: fe00A(,C�WVW5 Disapproved a/c ( -' 7t v boK qO !V t(97f BLDG. DEPT. P-�. TOViIN OF SMIHOLD Phone:(A- Expiration 201,f a Building Inspector APPLICATION FOR BUILDING PERMIT Date o2 - Jr - , 20_�3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. A1W /1 (Signature of applicant or name,if a corporation) V 'L49q (", / 11q71 'Wing aildress of applicant) State whether applicant is owner,lessee,agent,architect, engineer,general contractor,electrician,plumber or builder Name of owner of premises ardffwL Trc) 1-r Su4e,it L-t-D (As on a 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 o which proposed o k will be don House Number Street Hamlet County Tax Map No. 1000 ectio Block, Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and int nded use and occu ancy of pr osed construction: a. Existing use and occupancy 'J 1�� r.QT I cc a rrf b. Intended use and occupancy S(VV -(M(' l ( 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost _ 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 s - Rear -- Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front �— Rear Depth ✓ Height Number of Stories 8. Dimensions of en fire new onstruction: Front Rear Depth t Heigh �� Number of Stories 9. Size of lot: Front �J Rear _T (L Depth JQ, 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �.,`:L 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 4remi ses?YES NO 14.Names of Owner of remises Tdft'0(04iv�ddress '� 5 Phone No. " Name of Architect Address Phone No Name of Contracto Address Q4 t Phone No. zj!5K- t7, S 1�- v-+ jahws H`fig it s 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 NOS- * 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: CO OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, �� /I A17-4 (S)He is the I&41A (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /� v� day of -e Vim—20 �( 'LA.V--k , -45�ksotary PU4=. �M York No Public &ftk Cau Signs a of Applicant Notary Qualified in Commission Expires July 28,1A r t Town malt hex Telephone(631)765-1802 54375 Main Road (681)7 5t� P.O.Box 1179ei1O1�A1.sOUO[Ct.nY.US Southold,NY 119714959 � i . BUaDING DEPARTMENT TOWN OF SOUTHOLD j. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date; v 2 v � Company Name: =a 9-le e i Name: e V-) S_ i License No.: Address: Z i Phone No.: !v - Z 4 JOBSITE INFORMATION: (*Indicates required info Lion) p *Name: *Address: g he k AJ94 Z *Cross Street: i *Phone No.: Permit No.: 7$ Tax-Map District: 1000 Section: ©O Block:�` Lot: , *BRIEF DESCRIPTION OF WORK(Please Print Clearly) n i (Please Circle AN That Apply) Is job ready for inspection: NO Rough In Final *Do.you need a Temp Certificate: YE NO Temp information(lf.needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service ead Additional Information: PAYMENT DUE WITH APPLICATION k, e .8244equest for Enspectlon Farm Town of Southold - Chapter 236 - Stormwater Management �} SWPPP - Storm Water Pollution Prevention Plan Assessment Form �l Y� GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME- Owner;,Aaent-Consultant-Contractor or Other(CIrcle One) Property OWNER: Different than nl) Add al t�a--) Address: O t Telethon Fax K: _ 1 Telephone t r Fax lfi E-Mail: E-Mad: i Property Address: Bnef Desmpaolt of Conahraction Activity,Proposed Structural BMPs,Soil 9�y-� Stabalimtion BMPs,,Pnoject Scope and/or Sequence of Consbuction Activity '1000 yyg,! � / (Provide dMW Pages ee Naomi i Egg a.ese. areas lee C C Neros Coptractora wCanlectPanw ibis ---____- II•X�f� Co l I ✓✓✓ ______ _ ____ i Address: -------------------------------------------- Teleplrorre#k Fax# -____-______-__-_-.---..__--_---_-- i E-Mall. _ --------------------------------------- -------------------------------------------- Name o0ersons Responsible for Installation 8 Maintenance of Erosion Control Practice: n -----------------------------------------..---- __.------------------------------------------ i Address- Telephone 33S Fax 0. -------------------------------------------- i E-Mail: --- Total Area�FAt � Total Area of Land Clearing ---------------- _ _ _ Pro)eclPeroels: andfor Ground Disturbance: ---------------_-__-_-_--__-----_-_---------- F.!Arnes) (aF.f Aoss) Project Duration: Start End _._-___..___..-----------------_,- -----_..__-_--- (Antidpated) �j/I/�/f j C� Date: Data: ga.,,.n et c.re rope, Vlftll this Project Disturbe five(5)or More Acres at Any One Time During the Proposed Development 7 Yes No ----------------------------------------------- If YES,Please Answer the Followingl -.__._,.___----... ------- _.._ _,.--..____----___- a. Does the Applicant have a Qualified Inspector On 0 Q Staff To Conduct the Required Inspections? Yes No b. Doss"!lte SWPPP Indicate How Frequently the Site Q Q List the NAMES or description or all Potentially impacted lV fah-Wd'as andlor Wetlands: Inspections will Occur and for What Period of Time 7 Yes No - 4 c. Does the SWPPP Adequately Identify Ail Temporary U Q and/or Permanent Soil Stabalization Measures? Yes No --- --"--"-"-----_ _____.__.___._._..........................._...___ d. Does the SWPPP Adequately Identify a Complete Q Q _.__._......_...._.._...._...-................._..._...... Project Phasing Plan? Yes No status of Impacted Wstarbody:leg.TMDL, d}Gated,Impaired_) e. Does the SWPPP Indicate Additional Site Specific = = Practices that Will be Utilized to Protect Water Quality? Yes No r/ f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody.(eq.Lake.Creek,l_ay,Pond,Sound,Freshwater Wetland...) Of Intent and SWPPP Acceptance Form for Review Q Q f by the Town of Southold 7 Yes No STATE OF NF.W YORK, J COT-WIT OF...... q C..................SS 'That I,.Ljo n....I��.... ..................... ing drily sworn,deposes and says that lie/she is the applicant for Permit, (Name of individual signing Doe f Andthat he/she is the ..................... ....»...... ..........................»....... ._... (Owner Ccnlrado Ayerd,Corporate 0(Ace elm) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have perforated 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 herewith. Sworn to before me this; p._ Y f.... Its -•.20-• 3 Notary Public: ... ... T1JTkl ..... ......... . .............. .. .... ...... .............tic i1� df N81N York (Si lure of Appllcard) SWPPP Assessment FORM: 03-12 1140. k�,OUIt I Qus�liJW inu& ulu 2R.2 i._- B. P. # 37ry BUILDING PERMIT EXAMINER CHECKLIST 'Date Submitted: 11A Date Reviewed: Applicant: ,� . �"OVr.C,,.�[�r!( -�' ✓ -- Owner: taod,,, c .a SknT Q 4D, Architeet/Engineer: _]L rL- Estimated Cost: SCTM# 1_000 /0`0 - J - .lo• Subdivision: �fptEra Zone!. Conforming? Property Address:_ 1&9 S. yP City.. Pre COs? Building Permits(Open/Expired): BP / o: BP -Z/Go Z- ,Info: BP : -Z/GO Z-.,Info: BP / 0 Z- ,Info: BP -Z/GO Z- ,Info: Single& Separate Search_Required? Y or N Determination: STbK[A 4T -R,.tt94,9F. REQ. Lot Size: a v Lot Size: moo, ©Y z REQ. Lot Co v.a o°�o ACT.`l: f cov. REQ. Front_D Yo RLQ Side / r ACT. Side : -,-REQ.. Rea _PROP. Rear.,.- � REQ. Height. 3� ACT. Height ✓ E c�,BOTH SIDE�TA C T Project Description: Waterfront? Y or N? If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED pLAntS (tf) SIGNED, o& SITE Pi-AN- Suffolk County Health: I'or N - If yes, *Bed#: *Date:.2I /ieK, Permit#: R/0-13 -000-3Town Sep iK N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRA nECVnns Y or N - Date: J / P r or NJ Letter— Notes: Southold Trustees: Y or N- Date: / / ern or NJ Letter—Notes: Southold ZBA: Y or N - Date: / / Per it#: —Notes: Southold Planning: Y or N- Date: '/ /� Permit#: —Notes: Token Landmark C of A: Y or N DTE:_/_/_ *NYS CODE-Compliance(page 2): Y or N C0NTRA<r'0R IIcENSIZ AIS,+BILITy L.1/4811,1Ty _,1A/Q.l� /!fENS CoMP�NS T/oN Notes:f12c 5 s - 3 4 Fee Structure: Calculation: Foundation: 'S r`„ SF X First Floor: SF/"-1 �� f + Initial Fee: $ Second Floor: — SF + Additional Fee $ Other: SF S F X$ . =$ Total: S oi, SF + Initial Fee: $ + Additional Fee ( : $ C of 0 FEES _C��. New York State Insurance Fund Work+.rs'COMWensad"&Dtsa6 ty Benefits Sp�ectatists Since 1914 8 CORPORATE CENTER OR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone!(em)m 4ma CERTIFICATE OF WORKERS" COMPENSATION INSURANCE A A A A A A 113463687 LANDMARK PROPERTIES OF SUFFOLK LTD 475 ROUTE 25A ROCKY POINT NY 11778 POLICYHOLDER CERTIFICATE HOLDER LANDMARK PROPERTIES OF SUFFOLK LTD TOWN OF SOUTHOLD 475 ROUTE 251- TOWN HALL ROCKY POINT NY 11778 SOUTHOLD NY 11971 [---P,...LICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 1 1185 575.4 _ 443729 12/21/2012 TO 12121/2013 3/6/2013 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1196 575.4 UNTIL 1212112013, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY, IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 12/21/2013 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE, NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE: IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. j*) E_ C It�_" � L'1 E MAR -7 2413 BLDG. DEPT. TOWM OF SOU MOLD NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:l/www.nysif.com/c@rUcertval,asp or by calling(888)875-5790 VALIDATION NUMBER:521880265 0-26.3 Z0/Z0 39Gd AdVWGNC-1 6069POLT£91 9£:80 ZT0Z/L0/£0 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be corrlpleted by Disability Benefits Carrier or licensed insurance Agent of that Carrier 1a.Legal Name and A41dress of Insured(use street address only) 1b.Business Telephone Number of Insured LANDMARK PIf;;OPERTIES OF SUFFOLK LTD 631-744-5900 475 ROUTE 25�k Na�Q of Insured t Insurance Employer Registration ROCKY POINT„ NY 11778 3431536 1d-Federal Employer Iderttlfloation Number of insured or Social Security Numbor 113463687 2.Name and Address 91 the Entity requ ming proof of Coverage Sa.Name of Insurance Carrier (Entity being listed as the Cenifloato Molder) The First Rehabilitation Life Insurance TOWN OF SOUTHOLD Company of America 3b.Pelloy Number of Entity listed in box"1a": BUILDING DEPT. 3b. TOWN HALL 3c.Policy offeotive period: SOUTHOLD, NY 1'1971 03/26/2012 to 03/25/2014 4.Policy covers: a.a A.4)of the employer's employees eligible under the New York Disability Benefits law b. Cindy the following class or classes of the employer's omployors: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the nanvid insured hay NYS Disability Benefits insurance coverage as described above. r 1Date signed. 3/712013--.�BY � rf' G (Signature of insurance carrier's auttwriwd representative or NYS Licensed Insumna Agent of that Insurance arrior) Telephone Number_._ 516-829-8100 Title Chief Executive Officer IMPORTANT!Ir boa"4a"in chock",and this form Is signed by the Insurance carrier's SUMorimd reprecenOtiva or NYS Licensed Insurance Agent orthat cerTi r,this certificate Is COMPLETE.Mail It directly to the,o tkfiaW holder. If boa"Ib"l o chocltod,this carUfiata is NOT COMPLETE for the purposes of Section M,Subd.a of the Disability uoragnu,UW. It nw#be mailed for completion to the worm's compsn"tion Beard,DB Flans Acceptance Unit,20 Park Street,Albany,NY 1220)', PART 2.To be completed by NYS Worker's Compensation Board(Only if box"4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to Informotlon m ntainsd by the NYS Wakar's Compensation Bvard,the above.nam od umployer has complied with the NYS Disability BaneflW Law with respect to all or hisAwr employees, Data Signed By (Signature of NYS Workoes Campensatlon Board Emplayes) Telephone Number Please Note:Only insusllutee carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agony of those insurance cardent we authorized to issue Form D&120,1.Insurance brokers are NOT authorized to issue this form, DB•120.1(5-06) Z0/TO 39Vd 7dMINV-1 60691717LTE91: 9E:00 Z1:0Z/L0/E0 WEL (FARM) M N N `�#16 REEVE ROAD UPS 0 ? E 110.27 EP 110.15 Ep 1U9.85 t a (50' WIDE) EP 109.51 9.42 ;? 4 C 110.42 CL 110,03 CL 109.67 CL 109.52 0 110.35 EP 110.03 (109.92) EP 109.73 EP 109.61 EP 109.12 CS z � S 15' '30" E 156.00' Z ow � z 1os.s r � oo' moo ) _ -tto- � o h a. 3 o 0 f V U O I _ a o W O a 0)� UNDERGROUND G FNC n a i (,A g O w a PRO7. IP P'- rn ' y=p p� SYST. (108.4) EXPnR.O. PROP L <'e iW o O n o o N o. 2 :. ni W to a O. N LID v m _ > / 108.9 z I � az�s �,- - 50.0 ( ) U_ OL I A�Q (108.1) oy w co rn k 0 0 5 z •.+' .c / w tics a.4 9 C d cn.. w w ao 56.33' OA. (107 6 a rn p w PROPOSED w I �°/�C J U) N DWELLING ? � / p z N 0- n EL.108,3 LL w r F.F. EL. 110.7) _j 1 M \ G.F. EL. 109.0) w A s T.H. o W -108- - - - �\ I w w f J FoRCH R.O. (1 p a TOPSOIL ° (1 s) \ � 1074 (107.9) Z `° z6� SAND co �� ~o GRAVEL c° L'(1 6.3) 6(106.8) �OJ _ - Mw FS T. No. 1 w lo 'D.W. EL.(106.0) ,, M � ) TESTHOLE 1 AS SHOWN \ ! ! UNDERORO.�ND # o �� 40,092 DOG FENCE ON MAP OF INLET EAST ESTATES w FND. o\ I MON. 0 I CERTIFIED T0� """ (DWELL.)5 i.:ia.''•iraT, r } LANDMARK PROPER,,TIE$ FOLK, LTD. r ;�•' -�"' CHICAGO TITLE IN��JRAN ANY / ;1•ti. FNC. rn w 0.3N V) r o \ c,,Z U \ FNC. w 4' CHAIN LIN "PWE ELA06.9 M z o JO f. 1.2N rHE Exis OF WAY 0.3E k z� N 15'23'30" W \ \ 156.00' i o o z� AND EASE F RECORD IF 0/ U_o o LOT No. 5 \ E o n m o w ANY, NOT SHOWN ARE NOT (DWELL.) \ \ \ / _j LOT No. 7 GUARANTEED. \ \ �,� \ \ O (DWELL.) UNAUTHORIZED AL TERA 7/ON OR ADDITION Zo/ \704\ TO THIS SURVEY IS A VIOLATION OF NOTES SECTION 7209 OF THE NEW YORK STATE ELEVATIONS SHOWN ARE EDUCATION LAW. IN ASSUMED DATUM COPIES OF THIS SURVEY MAP NOT BEARING ALL SURROUNDING PROPERTIES WITHIN 150' OF PROPOSED SANITARY THE LAND SURVEYORS INKED SEAL OR SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY EXCEPT AS SHOWN EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. DRAINAGE CALCULATIONS: GUARANTEES INDICATED HEREON SHALL RUN SYSTEM No. 1 ROOF AREA 2 ONLY TO THE PERSON FOR WHOM THE SURVEY = 20, S.F. x 2/12 x 1 IS PREPARED, AND ON HIS BEHALF TO THE GRASS AREA = . = 9 S.F. x 2/12 x x 1 5� = 500 CU. FT. = 432 CU. FT. TITLE COMPANY, GOVERNMENTAL AGENCY AND TOTAL CAP. = 932 CU. FT. LENDING INSTITUTION LISTED HEREON, AND USE 1-1100'' DIA. 14 V.FT. = 958 CU. FT. ACT. CAP. SYSTEM No. 1 TO THE ASSIGNEES OF THE LENDING INSTI- DRIVEWAY AREA = 1200 S.F. x 2/12 x 100% = 200 CU. FT. TUTION, GUARANTEES ARE NOT TRANSFERABLE. USE 1-8' DIA. 5 V.FT. = 211 CU. FT. ACT. CAP. SURVEY OF: LOT No. 4 MAP OF INLET EAST ESTATES °r ENNETH H. BECKMAN L.S. FILED MAY 1, 1975 FILE No. 6249 SITUATED IN: MATTITUCK Surveying and Land Planning „ 1814 Middle Country Road ' g TOWN OF: SOUTHOLD Suite D Rid r r e, N.Y. 11961 SUFFOLK COUNTY, NEW YORK _.. _ .:__. _ 631) 345-9427 FAX 631) 345-9429 DATE: 81112012 JOB NO. B12-14418 SCALE: 1" = 30' DIST. SEC. BLK. LOT S.C.T.M. NO. 1000 100 03 010.4 REV. DWELLING 12/17/2012 B12-14711 REV. 9/10/2012 WELL (FARM) �� N Q o #16 REEVE ROAD UPS E 110.27 EP 110.15 EP 109.51 9.42 (50' WIDE) C 110.42 CL 110.03 CL 109.67 CL 109.52 EP 110.35 EP 110.03 (109.92) EP 109.73 EP 109.61 EP 109.12 oz S 15'23'30" E 156.00 U-M _ - - Zwz - 175.00' >Lu 0 N N moo o w O Q 0 0 o 0 O m O LO CV I 50.0' w 21.7' w �r w Z cr_ rn N 49.7' 0 C o J 15.3' 0 0 8.6' o � 115 o °0 N CONCRETE N wo° r FOUNDATION _r w T.F. EL. 110.8 T.H. z o W J 38.8' O e ( �j (}/] (� O J FFim� I� U U L� Z Zw 3 �3 00 J L O 1 2m ►0 co M BLDG.DEPT. TOWN OF SOUTHOLD �n LOT No. 4 40,092 J FND. MON. LOT No. 5 CE IT (DWELL.) LAND AR . ?F i SUFFOLK, LTD. CHIC GO LE INSURE$! E OMPANY r, FNC. z w 0.3NV) w z o \ CU FNC. w 4' CHAIN LINK FENCE EL.106.9 "' LZ o 0 1 .2N x THE EXI IGHTS OF WAY 0.3E d w z N 15.23'30" W 156.00' 3 z z Z� AND OR EASEMENTS OF RECORD IF I z z o o \ ci woo LOT No. 5 ow ANY NOT SHOWN ARE NOT i?x (DWELL.) J LOT No. 7 GUARANTEED. al 0 (DWELL.) x x UNAUTHORIZED ALTERATION OR ADDITION zo/ TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY NOTES IS PREPARED, AND ON HIS BEHALF TO THE ELEVATIONS SHOWN ARE TITLE COMPANY, GOVERNMENTAL AGENCY AND IN ASSUMED DATUM LENDING INSTITUTION LISTED HEREON, AND ALL SURROUNDING PROPERTIES WITHIN 150' OF PROPOSED SANITARY TO THE ASSIGNEES OF THE LENDING INSTI- SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY EXCEPT AS SHOWN TUTION, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: LOT No. 4 MAP OF INLET EAST ESTATES KENNETH H. BECKMAN, L.S. FILED MAY 1, 1975 FILE No. 6249 SITUATED IN: MA TTI TUCK Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUTHOLD Suite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 81112012 JOB NO. B12-14418 SCALE: 1" = 30' DIST. SEC. BLK. LOT S.C.T.M. N0. 1000 100 03 010.4 FOUNDATION LOCATION 5/30/2013 B13-15095 REV. DWELLING 12/17/2012 B12-14711 REV. 9/10/2012 3130 6kkzp �7 S EXIST. LL '`, 7:�' (FARM) N Q o UP#,e REEVE ROAD UPS E 110.27 EP 10.15 EP 109.51 F-2 -(50 WIDE)C 110.42 �� CL 110.03 CL 109.67 CL 10 EP 110.35 EP 110.03 109.92) EP 109.73 EP 109.61 EP 109 j2 , z S 15'2 '30" w. 156.00' zwz a. 175.00' m o o U.P. D.I.EL. o > - - 109.20 CL DRYWELL ( ---s vn 8 DIA. a 5 V.FT. o 0 O co w O m m 3 LO Y 0 L.P. N CONC I . S.T. 9 50.0 Y STEPS � 21.T m R.O. �$ o w co D: w NN rn N C o CONC. 49.7 E ° -j SLAB .016.3'�10.7 O I 7.6 L6 0-j t< 2 STORY FRAME c> U') f U-° N DWELLING N N M ` o F.F. EL. 111.9 M z G.F. EL. 110.2 Ld z 27.5' I z A 11.4'0' CONC. R.O. u: y ;E t ; (o a i Z 6 Z� , � c 3 3 00 Oa 75�- O O Q co LL U- ! D !) on LOT No. 4 40,092 J w FND. M ON. LOT No. 5 CERTIFIE (DWELL.) LANDMARK r FFOLK, LTD. CHICAGO L PANY Nftr�, FNC. a3 rn w 0.3N� Lj VNZ • \ �n o4 �� o 2N x ,U 4 CHAIN LINK FENCE EL.106.9 "� u-0 0 THE EXIS OF WAY 0.3E ci w N 15.23'30" W 156.00 3 z z z 3 AND OR EA RECORD IF ' z z d 0 O ci o o LOT No. 5 ANY, NOT SHOWN ARE NOT i?x (DWELL.) o o-i LOT No. 7 GUARANTEED. ,I o (DWELL.) UNAUTHORIZED AL7ERA77ON OR ADDITION Zo/ TO THIS SURVEY IS A WOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NOTES GUARANTEES INDICATED HEREON SHALL RUN ELEVATIONS SHOWN ARE ONLY TO THE PERSON FOR WHOM 7HE SURVEY IN ASSUMED DATUM IS PREPARED, AND ON HIS BEHALF TO THE ALL SURROUNDING PROPERTIES WITHIN 150' OF PROPOSED SANITARY 777LE COMPANY, GOVERNMENTAL AGENCY AND SYSTEM ARE CONNECTED TO PUBLIC WATER SUPPLY EXCEPT AS SHOWN LENDING INS77TU71ON LISTED HEREON, AND ALL DIMENSIONS AND OFFSETS SHOWN TO THE ASSIGNEES OF 77-IE LENDING INSTI- ARE TO FOUNDATION TURON, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: LOT No. 4 f r MAP OF INLET EAST ESTA TES KENNETH H. BECKMAN, L.S. FILED MAY 1, 1975 FILE No. 6249 * �? Surveying and Land Planning SITUATED IN: MA MUCK 1814 Middle Country Road wry, TOWN OF: SOUTHOLD G-4 u '� Suite D r� Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK ' . 631) 345-9427 .', FAX 631) 345-9429 DATE: 81112012 JOB NO. B12-14418 SCA lt"�1 DIST. SEC. BLK. 1-01' FINAL SURVEY 1/16/2014 B14-15416 S.C.T.M. N0. 1000 100 03 010.4 FOUNDATION LOCATION 5/30/2013 B13-15095 REV. DWELLING 12/17/2012 B12-14711 REV. 9110/2012 1 REScheck Software Version 4.4.3 NOCompliance Certificate Project Title: Perrazzo Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 19 Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1835 reeve road Mark Baisch Robert Higgins mattitcuk,NY Landmark propoerties of Suffolk Co. Robert Higgins Architect 50 Hidden Acres path Wading River,NY 11792 631-208-3351 rarchibob @aol.com Compliance:1.5%Better Than Code Maximum UA:409 Your UA:403 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home- Gross Cavity Cont. s LIA Assembly Area or or Door Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2170 30.0 0.0 72 Wall 1:Wood Frame, 16"o.c. 2016 13.0 0.0 130 Window 1:Wood Frame:Double Pane with Low-E 340 0.320 109 Door 1:Solid 50 0.250 13 Door 2:Glass 42 0.320 13 Ceiling 1:Flat Ceiling or Scissor Truss 1960 38.0 0.0 59 Ceiling 2:Cathedral Ceiling 210 30.0 0.0 7 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted With the permit application.The proposed building h s been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to y ' the mandatory requirements listed in the REScheck Inspection c7 f1ti�� t Name-Title Signature Date Project Title: Perrazzo Residence Report date: 10/25/12 Data filename: Untitled.rck Page 1 of 1 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 19% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.250 Comments: Up to 40 sq.ft.of this door is exempt from the U-factor requirement. ❑ Door 2:Glass,U-factor:0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: Project Title: Report date: 10/25/12 Data filename: Untitled.rck Page 2 of 4 (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Li Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. rA Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: F1 Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: FI Building framing cavities are riot used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal dud connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible dud connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in.w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 dm per 100 ft2 of conditioned floor area. (2)Postoonstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 f:2. (3)Rough-in total leakage test with air handier installed:Less than or equal to 6 cfrn per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 dm per 100 ft2 of conditioned floor area. Temperature Controls: Lj Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. F1 Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: rA Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. F-I For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 20091ECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: Report date: 10/25/12 Data filename: Untitied.rck Page 3 of 4 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: F1 Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Lj Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Lj Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: 0 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 10/25/12 Data filename: Untitled.rck Page 4 of 4 2010 New York Energy Conservation Construction • Certificate 9 1 Ceiling/Roof 38.00 Wall 13.00 Floor!Foundation 30.00 Ductwork(unconditioned spaces): i. R N A 4 R Window 0.32 Door 0.25 NA Heating System- Cooling System- Water Heater: Name: Date: Comments: W N EXISTING GRADE Q REINFORCED Q 0) Ln PRECAST DRYWELL J MIN. PITCH 118" PER FT. Q J COVER U Q ry ~ APPROVED PIPE s sue (4" PVC, SDR OR 35) LL W DIA COLLAR POOL tD CLEAN T MIN N COARSE SAND & N GRAVEL z i M SEASONAL HIGH GROUND WATER M �r a� DRY WELL DETAIL 6:v- o NTS c cMn m L- a s N _ M r, T � 3 0 cu m M 0 CU Q E continuous header over framing GENERAL CONSTRUCTION NOTES 22. Windows in buildings located in Wood-Borne debris regions (areaswithin- 9. Basements with habitable space and every sleeping room shall have hurricane prone regions within 1 mile of the coastal high water fasten sheathing to header at least one openable emergency escape as follows: line were the basic wind speed is 110 miles per hour or greater 20 ga metal strap P 9 with 8d common or galvanized 1. All construction shall conform to the 2010 New York State Fire Sill height of not more than 44 inches above the floor. or 120 miles per hour as per figure R301.2 4 of the New York State w/7 8d nails in P P 9 ( ) box nails in 3 grid pattern as Prevention and Building Code effective December 28, 2010; A. Minimum net clear opening of 5.7 square feet. Residential Building ode shall meet the requirements of the large each end TYP. FASTEN SHEATHING TO Which includes but not limited to the following: Except grade floor openings shall have a minimum net clear g q g shown and 3 o.c. in all framing Missle test ASTM E 1996 and the ASTM E 1886 (studs, sills&blocking )TYP HEADER WITH Sd COMMON 2010 Residential Code of New York State, 2010 Building Code of NYS, 2010 opening of 5 square feet. referenced therein. Header continuous OR GALVANIZED BOX NAILS New York State Energy Conservation Construction Code, 2010 plumbing code, B. Minimum net clear opening height shall be 24 inches. values are nominal design 3-second gust winds speed in miles per hour 2010 fire code, 2010 mechanical code, 2010 fuel gas code, 2010 existing building C. Minimum net clear opening width shall be 20". ( g g P P ) over Me-panels p plate �,,�IN 3 GRID. PATTERN AS SHOWN fasten to code, 2010 property maintance code of New York State. D. emergancy escape and rescue openings shall be operational A. EXCEPTION: 20 ga metal strap to header with two ' ALL CODES shall supercede the drawings and shall be incorporated into the from the inside of the room without use of keys or tools. Wood Structural panels with a minimum of thickness of 7/16 inch framing size; with 14-8d nails rows of 16D sinker 1/2" WOOD STRUCTURAL drawings WHETHER they are indicated on the Plans or NOT. and a maximum span of 8 feet shall be permitted for opening see floor plans M nails @ 3 o.c. TYP • . PANEL WITH 8d NAILS a 3" O.G. 10. No back-fill shall be placed against the foundation walls protection. Panels shall be precut to cover the glazed openings HEIGHT 16 min one story (2) ROWS ON EACH SIDE OF 2. The reference Standard that was utilized in the Design of the until the first floor framing is in place or brace the foundation with attachment hardware provided in the table below. 10' 24" min.for use For a panel splice , ' , ' VERTICAL SEGMENT ON O U the structure is the AMERICAN FOREST&PAPER ASSOCIATION Label all panels and store in a clean dry area of the house. 1/2"thick wood in the first of (IF Needed), panel THE PORTAL FRAME N Wood Frame Construction Manual for one and two family dwellings 11. Double joists under parallel partitions and under whirlpool tubs. Attachements shall be provided in accordance with the table continuous two story structures edges shall be 2001 Edition. (800-890-7732) THIS MANUAL shall Double around openings in floor and roof framing. as follows: structural panel blocked and occur (2) 2 X STUDS be incorporated into the drawings WHETHER they are indicated sheathing. within 24" of mid- See plan for on the plans or NOT. 12. Metal flashing shall be installed were concrete abuts wood, B. Fastener Schedule for wood plywood panels height. one row of size OR use and were decks abut house framing. Typ. Sheathing to solid post (SHEATHIN [� W 3. Written Dimensions take precedence over scaled dimensions TABLE R301.2.1.2 framing nailing is p FRONT SIDE) 20 GA STRAP 13. Install joist hangers at all flush structural load bearing conditions. Simpson HDU8 g g LLI Q 4. The contractor prior to the start of construction shall verify all I g g Fastener Panel S an Panel Span an Panel Span each side of Typ. Anchor Bolt required. If 2x4 W/ 1 8d NAILS P � P P P garage opening blocking is used, IN EACH END dimensions, existing or new and be responsible for field fit. 14. ALL habitable rooms shall be provided with aggregate glazing area Type Less than or less than or less than or see details DWG 1 the 2x4's must be of not less 8 percent of the floor area of that room, and the minimum equal to 4 feet equal to 6 feet equal to S feet UJ Or TWO Simpson nailed together O Q 0. 5. The mechanical systems, electrical and plumbing systems openable area to the outdoors shall be 4 percent of the floor area being STHD14 on each with 3-16d sinkers DETAIL A DETAIL 1B shall be installed in accordance with NYS Fire prevention and ventilated. Refer to Code section R303. 2-1/2"#6 Wood 16 inches 12 inches 9 inches panel )I,/ I D O Building Code as listed in general note#1.All systems are to be Screws on center on center on center END PORTAL CENTER PORTAL K U) Q �y designed, installed, specified by the general contractors; HVAC, 15. All window and door headers to be 2-2x10 unless noted otherwise. O W W electrical or plumbing sub-contractors. Electrical certificates are to 2-1/2"#8 Wood 16 inches 16 inches 12 inches WALL BRACING PANEL DETAILS BETWEEN be provided the electrical contractor. 16. Vent dryers to exterior and bathrooms shall have mechanical ventilation Screws on center on center on center GARAGE DOOR OPENINGS AND AT EACH CORNERS V W where no window is provided on a separate switch. OF THE GARAGE. 6. All New Footings shall bear on Virgin, undisturbed soil with a minimum NTS Q W bearing capacity of 2000 pounds ers square Foot. All Existing footings shall be This table is based on a maximum wind speed (3-second gust) Z 9 P Y P P q g 9 17. Guardrails are required where the difference in GRADE is more than of a 130 miles per hour and a 33 foot mean roof height. Q 36" below grade Minimum. It shall be the responsibility of the general 30 inches and openings in guardrails shall be less than 4 inches apart. contractor to verify the depth of all existing footings disturbed by construction. Handrails are requried on stairs with 4 or more risers. (R311.5.6) Fasteners shall be installed at opposing ends of the wood CEILING OR FLOOR JOIST W 7. Poured in Place concrete shall be air entrained; 5%It 7%total air structural panels. DIRECTION LIJ 11.10) Q 18. R313 Smoke Alarms: Shall be listed in accordance with UL 217,installed as per ENDWALL-► content by volume and have an ultimate compressive strength at the NYS Residential code and NFPA 72. Shall be provided in each sleeping Room, Where screws are attached to masonry or stucco,they shall O co Cn Z 28 days of 3000 psi. Except exposed slabs, garage slabs and steps outside of each separate sleeping area in the immediate vicinity of the bedroom be attached utilizing vibration resistant anchors having s shall be 3500 psi. All work shall be in accordance with the 2010 and on each story f the dwelling, including basement and cellars. Alarms HDU8 Holdown Typ. n� rY 9 9 minimum ultimate withdraw capacity of 490 pounds. A ENDWALL New York State Fire prevention and Building Codes. shall be interconnected and hard-wired to a commercial source. A 2- 16D NAILS @ 16 oC All Concrete shall conform to the latest ACI standards. WHENEVER an alteration, addition, or conversion is made to an Existing DESIGN LOAD INFORMATION Floor and Ceiling JOISTS Residence, the smoke detection system of the ENTIRE residence must be 8. Base design value for visually graded dimensional lumber: Joists, studs brought up to code, hard-wired and interconnected. A. Ground Snow Load: 20 psf BLOCKING CORNER STUD Rafters and All Framing lumber shall be DOUG-Fir#2 or better, TYPICAL CONNECTED TO O O Min. Fb for dimensional lumber as follows: 1350 psi 2x 4 , B. Rooms other than sleeping: LL = 40psf, DL = 1 Opsf TRANSFER SHEAR a E=1.6, ( ) 19. Carbon Monoxide Alarms: All CO alarms shall be connected to the lighting AT 48 OC 1215 psi(2x6), 1242 psi (2x8), 1140 psi (2x10)and 1035 psi (2x12) circuit with no intervening all switch. Battery-powered powered alarms are not allowed. C. Sleeping Rooms: LL = 30psf, DL = 10psf LOAD E g ry- 2-BAYS IN CO alarms are required within each dwelling unit on each story containing a D. Roof, no ceiling load: LL = 20 psf, DL = 10 psf c o� '0 0 ALL EXTERIOR LUMBER Shall be ACQ requiring the following: BLOCKING at 48" on center c o c C q 9 9 sleeping area,within 15 feet of the sleeping area. And on any stroy of a dwelling E. Roof with cathedral Ceiling: LL = 20psf, DL = 15 psf 0 � o cco Cl a.) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D unit that contains a carbon monoxide source, Refer to R313.4,2 for exceptions. F. Decks: LL = 40psf, DL = 1 Opsf SECTION A- A TYPICAL HOLD-DOWN PLAN •o •o 15 ,-• OR STAINLESS STEEL. END WALL BLOCKING DETAIL �' 015 G. Exterior Balconies: LL = 60psf, DETAIL an_ GARAGE o a 0 0 Cc Cis c b.) Use Copper flashing Only against ACQ Lumber Sill Plates 20. FLOOR DIAPHRAGM BRACING. Blocking and connection shall be provided at c c '0 o' c .o C.) All Structural connectors i.e. Simpson strong-Tie or USP, etc H. Guardrails and Handrails: LL = 200psf FOR FLOOR & ROOF DIAPHRAGM BRACING DOOR CORNERS W 0 •o `� c c °--Q P 9 panel edges perpendicular to floor framing members in the First TWO bays of framing N.T.S. m 2 Z p Q shall be Hot-Dipped Galvanized or Stainless steel. and shall be spaced at a maximum of 4 feet on center. Nailing in accordance with I. Guardrail balusters and panel fillers: LL = 50psf BLOCKING SHALL BE PROVIDED PERPENDICULAR TO ALL FLOOR FRAMING N.T.S. N CL o !t d.)ACQ Above Ground (.25), ACQ Ground Contact(.40) Nailing schedule, J. Attic without Storage: LL = 1 Opsf, DL = 1 Opsf MEMBERS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED y . 0 - .� 3 K. Attic with storage: LL = 2O Sf, DL = 1 Opsf AT A MAXIMUM OF 4 FEET ON CENTER, a� 0 0 .2 C C 21. All Engineered Wood Products such as"TrUS Joists, Micro-Lam, etc"Shall be g p p WHEN AN ATTIC FLOOR,CEILING JOIST or HIP ROOF IS USED TO BRACE V O C j n y + installed in accordance with the manufacturers latest installation details, L. Stairs; 40psf THE GABLE END WALL, DIAPHRAGM BLOCKING IS NOT REQUIRED, tp c (D Nailing Schedule for Lateral and Shear Framing connectors, Alllowable Hole diagrams, specifications, etc. o '� o M "Micro-Lam" Design stresses: E= 1.9 x 10 s Fb= 2,600 psi, Fv= 285 psi Refer to NYS code R301.5 for all Live Load foot notes � � Connection re uirements .•------ 3-Corner Studs 2-16d Common ~ � a•- $ co o Cr ROOF SHEATHING ATTACHMENT REQUIREMENTS ENERGY NOTES nails at 10" 1`3ASED ON TABLE 3.1 OF THE WFCM 2001 EDITION BASED ON TABLE A-3.10 OF THE 2001 WFCM EDITION ..-- "'Side Wall D.C. corner 1. The Architect certifies that to the best of his knowledge, 2-16d Common -«. . NUMBER OF NAIL SPACING 8d Deformed 2-112"nails shall be used for attaching plywood and wood belief and professional judgement the drawings are in compliance HDU8 HOldown T stud connected J DESCRIPTION p g g nails at 10" •. Typ. to transfer shear q PROVIDE STRUCTURAL RIDGES - 2 COMMON NAILS structural anal roof sheathing to framing within minimum 48-inch with the Latest RES-CHECK report for the 2010 New York State Energy Holdowns are required at @ distance for gable end walls Conservation Construction Code. o.c. corner Blocking not shown each end of a perforated Each Rafter on Each side O stud connected shear wall.When full height of Rid to have N for clarity shearwall segments meet at g a a 11.1 ROOF FRAMING 2. All construction shall comply with the 2010 NYS Energy Conservation to transfer shear Sim on LSU skewable hanger. ID 3 - second gust Wind Speed @ 120 (MPH) construction code. The authority having jurisdiction shall be permitted 7/8" SSTB Simpson a corner.A single to p g RAFTER TO TOP PLATE(TOE NAILED) 4-8D EACH RAFTER to determine an energy fficient program to exceed the energy shall be permitted to be _ _ Z 9t Y P 9 gY Anchor Bolt & used to resist overturning CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIST efficiency required by this code. SHEATHING LOCATION Spacing At panel At intermediate coupler nut assembly �^'�' forces in both directions g Preservative-treated when the walls are fastened per Cl) I•--' CEILING JOISTS TO PARALLEL RAFTERS(FACE NAALED) 5-16D EACH LAP (SEE NOTE A) edges edges in field 3. All HVAC, Plumbing &Electrical systems shall meet the NYS Energy Code. detail. °/ I UJ () a It shall be the responsibility of the General contractor to submit barrier required for Typ Sill on Typ Wood H UJ c CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-16D EACH LAP INTERIOR ZONE 12"o.c. 6" 6" in detail the design, calculations, drawings,written statements of the mechanical, connectors in contact Conc Fdn wall Q 16"o.c. 4" 4" air conditioning, ventilation. heating systems (new,existing or upgraded) with treated wood •. Floor Framing (n Z Z COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-SD EACH TIE stamped by a professional engineer if required by the Owner or Building Dept. & Conc Fdn wall J J 'd BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH END PERIMETER EDGE ZONE 12"O.C. 6" 6" V O 16"o.c. 4" 4" 4. Additions, alterations or renovations: shall comply with the 2010 NYS ECC Code SIMPSON HDU8 CORNER HOEDOWN SIIMPSON HDU8 HOEDOWN RIM BOARD TO RAFTER(END NAILED) 2-16D EACH END and chapter 11 of the 2010 NYS Residential code, RAFTER TO RIDGE STRAP o F" 0 Fasteners for asphalt shingles shall be galvanized or stainless steel, NTS @ BOX FRAMING NTS =LL1 Z J RAFTERS TO RIDGE,VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER P g g aluminum or copper roofing nails, minimum 12 gage shank with a 5. All residential work shall meet chapter 4, Residential Energy Efficiency. HDU8 RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTER minimum 3/8"inch diameter head. the fasteners shall pienetrate Compliance of Insulation and fenestration requirements per table 402.1.1 HOLDOWN W a through the roof sheathtn and comply with ASTM F 1567 Hurricane Tie M g g UPS RT10 ANCHOR WALL FRAMING at each rafter CUT All asphalt shingles shall have self-seal strips or be interlocking, at each Rafter. With LENGTH TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT and comply with ASTM D 225 or ASTM D 34612 • 6 8d x 1-1/2" nails in Rafter TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE (8) 8d X 1-1/211 nails in plate 12" Min For normal applications, asphalt shingles shall be secured to roof (6) 8d x 1-1/2" nails in Stud STUD TO STUD(FACE NAILED) 2-16D 24"ON CENTER - uplift = 585 IbS with not less than six fasteners per strip. HEADER TO HEADER(FACE NAILED) 16D 16"O.C. ALONG EDGES CLEAR NOTE A: For roof and wall sheathing within 4-feet of the perimeter TOP AND BOTTOM PLATE TO STUD 2-18D(max.wall ht; 10') EACH STUD edge of the roof, include on each side of the roof peak, WINDOW HDR LLI 1-1/4" x 20 Gage Metal Coil Stra p with 6 -8d common nails N TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht; IV to 20') EACH STUD the 4-foot perimeter edge zone attachment requirements O Use 1-1/4" Metal C 0 co BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT shall be used. in each end. catch jack studs and window or door Header. 12" Min Coil Strap 20 Gage with 0 DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET WALL SHEATHING ATTACHMENT REQUIREMENTS 1-1 p x h Gage Metal Coil in A Eld common nails Typical each side and ALL in EACH END at OF END JOISTS,FACE NAILED IN LAPPED AREA 8-16D Strap with (6)-8d common nails O F- BASED ON TABLE A-3.11 OF THE 2001 EDITION in each end. catch jack studs windows and doors. EACH Stud. 0 Z CONTINUOUS HEADER To STUD(TOE NAILED) 4-8D Maximum Nail spacing for 8d common nails and window or door Header. Typical each side and ALL � � ` p �' CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16"o.c, along each edge RAFTER-TO-STUD CONNECTOi�' windows and doors. 4 uos 16d 24"ON CENTER 3 - second gust Wind Speed @ 120 (MPH) MACK STUDS TO HEADER T4Er� 7�` B.P. . WALL TO WALL STRAP BUILT UP CORNER ST TYPCIAL ELEVATION N.T.S. U) BUILT UP GIRDERS AND BEAMS, 16d * FEE: 131%"�=.. ... 1-1/4" galv. x 20 gage Z LUMBER LAYERS SHEATHING LOCATION Spacing At panel At inttermediate WALL TO HEADER STRAPPING NOTIFY UILDING D�Pt,; "I f a_=,! 2-INCH _ coil strap with (5) 8d common (SEE NOTE A) edges edge's in field ntS NOTE; 8d COMMON NAILS ARE802 8 AM TO 4 PM FOiz 1�t1c *"NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP " nails in each end,.at each.'rafter. AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH INTERIOR ZONE 12"o.c, 6" 12" 2-1/2 LONG FOLLOWING INSPECTIONS: 0 1 FOR POURED CONCRETE FRAMING AMING UNE SURVEY N END AND AT EACH SPLICE 16 O.C. 6 6 .� C7 2. ROUGH-FRAMING,PLUMBING, OF FOUNDATION LOCATION = ti 4-FOOT EDGE ZONE 12"o.c. 6" 6" �;TkIAPPING, ELECTRICAL &CAULKING 'HAS BEEN APPROVED. W 16"o.c. 4" 4" c 1-1/4" x 20 gage G-185 1 !N`:'WLATION W co 4. FINAL-CONr TRUCTION &ELECTRICAL O_ }- Hot [Dipped Galvanized Strap r ',��" FLOOR FRAMING NOTE A; Nail to back of each stud Mu 7 BE COMPLETE FOR C 0. ELECTRICAL (� () Z N with 6 -8d common nails SEE ( ) ALL CONSTRUCTION SHALL/ILL h.�LT THE �,,» Wall sheathing within 4-feet of the corners, the 4 foot perimeter QU E) W L JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST edge zone attachment requirements shall be used. 1/219 structural plywood at each stud, wrap under sill REQUIREMENTS OF THE CODES OF NEV/ " '�••• � • • YORK STATE. NOT RESPONSIBLE FOR Panel, Attached to ;; and snail to back of each sill. �, �' `Z > M ,r DESIGN OR CONSTRUCTION ERRORS. s --. BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END Exterior sheathtn shall be full hei ht continuous from the bottom late Frame in accordance ` "` Strap ma be attached OVER I"+ n' , M 9 g P (� Y L; y, w: N BLOCKING TO JOISTS TOE NAILED) to the upper top plate,with all panel edges Over framing. with Table R301.2.1.2 I I - the plywood OR direct) to ( z-6D EACH END shearwalls shall be in accordance with the full height sheathing '�� Y RETAIN STORM c WATER RU �,.� ,., Residential code of ; •,•. Studls. PURSUANT TO 36 � ., v k ,� y V - N BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK requirements specified in the WCFM manual tables 3.17'A-E NYS _ CHAPTER 236 N OF THE TOWN CODE. k, t LEDGER TO STRIP BEAM(FACE NAILED) 3-16D EACH JOIST Wood shear walls shall be constructed of exterior grade)wood structural panels FOUNDATION-SILL-STUD WINDOW UNIT „� _ ". J' `',�'' I''' .�� Q O JOIST ON LEDGER TO BEAM(END NAILED) 3-8D EACH JOIST FLOOR SHEATHING ATTACHMENT REQUIREMENTS STRAPPING "' "S 5 PLUMBER, CERTIFICATION QED A v 3-16D EACH JOIST Shall be attached with a minimum of 8d common nails spaced at a minimum of Applies to Garage Wall and = ON LEAD' CONTENT BEFORE C ,� BAND JOIST TO JOIST(END NAILED) 6-inches on center on panel edges and 12-inches on cemter in panel field. Slab on Grade Construction cfl rap strap un er CERTIFJGA7 E OF OCCUPANCY `S BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PER FOOT sill and Nail to CLIMATIC AND GEOGRAPHIC DESIGIN CRITERIA � I • •. back of Sill SOLDER USED IN WATER a SUBJECT TO DAMAGE FROM PLYWOOD STORM PANEL SUPPLY SYSTEM CANNOT I NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL NOTE; ALL STRAPPING SHALL • • SHEATHING NAILED 6"ON-CENTER AT PANEL EDGES. GROUND WIND SIESMIC FROST WINTrER ICE SHIELD SHUTTER DETAIL BEAR�MIN. 12" ON STUD OR EXCEED 2110 OF /% LEAD. SNOW SPEED DESIGN LINE DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE TEMP' REQUIRED HAZARD Refer o General Noes RAFTER FACE TYPICAL � orsoio Q� CEILING SHEATHING ATTACHMENT REQUIREMENTS f t t FOUNDATION-SILL-STUD PLUMBING OF NVP MODERATE for Panel Gypsum wallboard- 112"thickness: 5d cooler nails spaced 7"on edge and 10"in field 20 LEIS 120 B SEVERE 3'-0" TO HEAVY 11 DEGRtEES YES No STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPING SEE ALSO: Table R702.hic n the NYS Code for Min. thickness of Gypsum board. fastener requirements. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION TYPICAL EXTERIOR WALLS ALL TER INE WASTE TABLE R301.2(1) Residential Code of NEW YORK STATE OR MANUFACTURED FROM G185 OR Z460 GALVANIZED STEEL. &WATER LINES NEED TESTING BEFORE COVERING Sealant or Double Frame Attic Adhesive solid blocking 3 Layers 1 1/2" access opening Exterior ealant or rigid insulation Rigid insulation Sheathing sealed around glued together 2X ceiling joists 2'i'-5" 11'-4" 1Z'-�" see plan wl Baseplat four edges TYPICAL 10 and lay on plywood R-38 Batt Insul. attic hatch Sealed to Full Thick insulation 18'-8 4'-1" 4'-12" TYPICAL HOUS Floor FIII intire Cavit to HOLDOWN Sealant or HDUB I � ----I-IOLDOUJN ------------------------- - - --- III min Rigi Sealant ----- ---------- - --- Insulation. Air ! ----- va----D----------'Dd----D-------- I � I Casing Sealed at perimeter loo -3 v 1x2 Stop 1 (2" Gyp. Wall finish w/ soffit material I • I I I I � I I I I I 112" plywood Board attic hatch ATTIC HATCH DETAIL Y (see plan for size) NTS QRAFTSTOP DETAIL t ■ Simpson HDUB Hold-downs CANTILEVERED FLOORS with �/8" anchors and 20- SDS 1/2" x 3" wood screws. 0 U) NTS Provide at corners of garage ; � � �,, , walls and doors and at Building Ix " W hin profile corners- see Foundation plan Q Q W Fireplace enclos a structural or Drawing-1 detail sheet for i i sheathing CONTINUOUS BEAD OF SEALANT details. O o l insulated to top CONTINUOUS BEAD OF ADHESIVE N _ ° ' - O of second floor Sheet Metal Firestop CONTINUOUS BEAD Seal Joint with ---_------- ------------------------------------------ ------------------------------------ ------------------ --------------- ------------- ----------- ------------ --- ------------ ° ------ (2)_1.3/4"ill_�%8'TILVL----- ------ Q �..1.ceiling line OF SEALANT ° -- ------------- - -----_--- ------ Non-combustable r d ., • p d r, •, D d •. • od----D '______p•_ _e_;_____ �•_,pa____D e_•__________ ___ _ _ ' ------- -------------------------------------------- --- I W O O suppor � 1 1 � � blocking sealant ° 6" 3500 psi concrete slab with 0, � 1/4" structural sheathing o W as enclosure liner sealed 7 6x6 w1.4/w1.4 welded wire mesh � � - I � V CONTINUOUS BEAD (0 on granular compacted fill. ' , `p I u Q Sealant or OF SEALANT .' I 0XV. at perimeter and seams. pitch away to drain .• i W adhesive Pre-Fab Fireplace 11 1 11 cp 1 II 0 18 -0� 4-1 4-1 ° 9 -3 `� ' 9'-2" 9'-2" Q W Q IF Refer to manufacturers CONTINUOUS BEAD OF SEALANT r ;$II = 4" slab ledge _ ________ _ $" 0 1 ,N`R� " t specs for Installation INTERIOR GYPSUM WALL BD Q UJ t^ * AS AIR BARRIER e - _ ° dp ° o - ° Cn L manual o - .-- - I -- ---, �; ,•a I N W Z __________________ _______________ ° _____, , ____ �____ ; 1 (2� 1_3' 4"x11-1/8" LPL o M Q Typical foundation t framing _ �____=_______ _ _ •' See architectural lane, AIR BARRIER AT ALL BAND JOISTS d ° d d o � plane, d • d J L P• d j 1 1- 1 1 I I �� J • -2x 10 I 1 1 I NTS - ------ 1 •------- AIR SEAL DETAIL PREFAP FIREPLACE ° L I FLUSH This detail is for weatherstripping and draft sealing, - IH It is not to be used as a guide for fireplace Installation. NTS I p I Refer to Manufacturer for Installation manual. O Maintain required separation -' 0 u TYPICAL FOOTING/COL 1 ,•a ; m ' ' QI'. 0 L c " .o BASE «NT 30" x 30" x 12" Thick, poured m - E distance from all heating producing ° ' > p }- 41 p I � � equipment to combustable material _� 0 _ '� TYP. basement slab 4" = Concrete footing 4 3-1/2"- m 0 = ; g ° M 0) -R o w 0 0 O - N m r, o o CL as per mainufacturers s ecifications ;r� IL 0 fl- PC on & mil vapor barrier ` Diameter steel column •-� I O �4 '� �'' n o -a >_. thin profile structural Tub and phe N.,Y.S. State Gode, x 0 to x tt L ' U_ '� - o y c L w — on minimum 4 of fully Provide Bridging 0 u- `� c c ° a sheathing as draftstop Q x {L � T 4 o I o o .o u_, c tz Typ. Ext. Wall All Mechanical Equipment and ° - 1 compacted clean at 8'-O" on center - x o _t behind tub 0 o I ° � Pro no granular fill, cv _ .,... � °' Prop g Maximum. T ical y o Appliances having an ignition I y Q Furna e 1 I r (V ? o ,r N o �-' c Continuous Bead source shalll be elevated ° All Spane, ,� m .� of Sealant or direc vent ; o -c o c o Continuous Bead a minimum of 18 inches above 11 -1 I 11 -0 I1 -O 11 -0 10 -11 as o adhesive the floor. in accordance with o c to o '° c � of Sealant or •' ' ' N I 4) 2 M V C ,E� O` M adhesive Part V, Mechanical. I ° �--- __-� II II �--- ---i � --- ---� �--- ---� I ' I ° ; l _� 1-3/4 x11-1/8 ' _ _ _ (2) 1-3/4"x11-"1/8" LYL ; _ _; _°; I— a m o Cr Adhesive Section M1301.3 '�, `-____- __________________ � _ -- ______=___=====LYL=-= _______=__=_- - =- - -____________=_____________ _ ____=____________ _______ ° =1 1 1 1 1 a i" _ __V 11 1 1 1 1 11 1 1 Sealant S, _� -- - ---- _ ------ I---- -- Direct Vent Furnace - "I• Install in compliance w/ ° �� RC 6;2421 venting of DRAFTSTOP & SEALANT AT - __ __ _ __ __ __ 0 __ :d m SMOKE D equipment, and Figure ' ALARM '_=1 y" I o EXTERIOR WALL OF BATHTUB (n (2) 1-1/4' -11-1/8" LVL - C;2421.8 - ---- ----------- '-- - ' ----- ---------s- - ' ------------- ' -- I 9 _�= 1 1 NTS � L=----- -----------i--=�=- ; ----- - ----1-==�=-_;-------------- _ --� L 1 co ALARM ; �.. � cA ° ;..., � -I-- 1 I p CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD T4 " OF SEALANT It is to the best of my knowledge, belief and professional judgment 1 `�N that the lanswillmeettheEner Star re uirementsofthe --------- - - -- - - - --'--�-+- 1--'--F-------- --------,p 9Y q _ u L 1 I �Brookhaven Town Code cha ter 16-4.1 p -� = L 1 6'SUBFLOOR GLUED,CAULKED OR GASKETED p \ 0 ( / 0 I I TO RIM JOIST/RIM CLOSURE for energy efficiency, air leakage and Energy Star requirements. n I ,'� RIM JOIST/RIM CLOSURE CAULKED D•' ' uJ. p ' N LPL @ m ' .v P a , P _ ° N OR GASKETED TO SILL PLATE CONCRETE FOUNIDATION = ( - O O i d ', d .v �r P O P d .v �. P 4 P d .v r Z ° I ' DAMPPROOFINGa Q ; 0 i-- ------ ----- ---- -----Concrete stair --------------------------- --------1 ,, i O N Damp-proof wall From top of footing x I _ `• I r I N N I � `° ' �. PIP,, p • .v ` r I I r d l � Q SILL PLATE INSTALLED to the finished grade, using 8 OVER GASKER SILL = ° = I ? i___-_ _______ _ _i °. 20 _4 O C } bituminous coating, 3 Pounds per a _ _ a ------ -Q--- P a--------;--, ( �, I o tu Sqaure Yard of Acryllc Modified Cement, --� P a - P i+1 4" sla .v Pd `° or any other Cools approved Material. -' -------------------------- ----, -- ---------------------- -- ° P . , XG Y D ' AIR BARRIER AT FOUNDATION TO BAND JOISTS P° P ` P° ' ' P d P° a ge NTS TYPICAL FOUNDATION ------, TYPICAL GARAGE SLAB ° • ° 4" poured concrete slab ,. Z In accordance with chapter 4 TYPICAL TYPICAL _ with fiox6 10/10 WUJM, r'Q of New York State Code. HDU8 HOUR O ' o on Fully compacted clean Air Sealing Checklist S" poured concrete wall HOLDOWN HOLDOWN i(1 Heat Recovery Ventilator (HRV)for comprehensive Mechanical Ventilation, on 111 X $" Conclrete wall I ° o granular fill. Pitch slab I °• superior indoor air quality,and moisture control, ---------- - ------- i ) i4"/ft to garage doors. � � � � N footing, Exterior Damproofing °' ' d _ During framing: P , m — 2-2 x ro treated dill plates, ---------------- ------- 'r CU between foundation and mud-sill;caulk framing to concrete where x W Use sill seal b Sill seal, Termite iShleld. sill seal is not tight to both the concrete and the stud wall(such as a step 6" 3500 psi concrete slab With Q ° �-, �0 wall. Seal rim-band to mud sill with caulk or minimally expanding foam. _ ° U 6 up in the foundation ) 6x(o w1.4/w1.4 welded wire mesh ' Seal all plumbing and electrical penetrations in rlm bands with minimally expanding foam u- 0 �0 � . � Iral N0 _ aW or fire-rated caulk. CONCRETE FOUNIDAT I ON on granular compacted fill. ° nL Seal rlm-bands to subfloor and subfloor to bottom plate with caulk or minimally expanding foam. ° ; p I � 0 �- CD 147) Foam rough openings for windows and doors. A small bead of minimally-expanding foam will fill DAMPPROOFINGx pitch awaS to drain Q co the a without distorting the frame. Use rigid draftstop over soffits and behind soffit ° C '? M gap g TYPICAL � "' Damp-proof wall from top of footing } O footprint on outside wall. Walls balloon framed Into the attic require sealed draftstop at ceiling plane. to the finished rade, usin a FOUNDATION PLAN ; HDUB ; ; Tongue and groove ceilings require sealed rigid air barrier g� g W ominous coating, 3 Pounds per - ' Durand allin bit E: 1/4" - r On HOEDOWN I U .� 'D N During � g: � p SCALE: ° ; � � � HDUB AL O CL _ � r— Seal bottom of drywall to subfloor. Sqaure Yard of Acrylic Modified Cement, ° p p 1 Foam or caulk electric boxes to drywall. or any other Cod1e approved Material, drop to of concrete �I�/ ? II rigid air barrier sheetmetal plywood,drywall or other) as required for garage ; a HOLDOWN li > CO Insta r g ( ,p yw ryw behind tub and fireplace enclosures. ° I r 4 ° doors = �• Before attic Insulation: $II u U Foam all penetrations in the drywall including:electric boxes,smoke alarms, TYPICAL ANCHOR BOILT _ _________ ___________ ■d •v bath fans,duct boots,and recessed lights. For recessed lights use fixtures Maximum Spacing: '�� that comply with the Energy Sat air leakage standard. 5/S" Q 36" on center p y gy Step Footing Cover service chases with sheetmetal,rigid foam insulation,drywall or plywood. embedment of 7"with 3'"x 3"square washer. Use foam or caulk to join everything into an airtight lid on the chase. Hold 12" off corners and hold 4"to 12"off Seal holes in top plates(such as those for wires or plumbing vents). each end of each sill plate, Uplift strap 1V to 2H max. + I Foam top plates to ceiling sheetrock. p Or provide full height Seal the attic hatch with caulk on inside and outside of trim,or with connections at all bearing walls. See dwg-1 gasket onbacksldeoftrim. 10'_9" 1�'_O11 1'_11" foundation walls 21'_$1 0 T,i��q°�1 O 5to'-4° �OF NE��. 4'-0" 4'-5" 6'-10" 4'-6" 31-0" 11'-l" 3'-0" le PC 01 TYPICAL FIRE BLOCKING NOTES: STAIR HANDRAIL NOTE: Fireblocking shall be provided at all concealed vertical r 3052 3052 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Provide Handrail on at least one side and horizontal draft openings, and to form fire barriers ;-------- I T � of each continuous run of treads or flight between stories, and between a top story and the roof space, I 2-2x10 with FOUR OR MORE RISERS.Ad ,Fire blocking shall be provided In the following locations: I I '� 1'i -O 2-2x10 II " Handrail Height measured above I. In concealed spaces of stud walls and partitions, 3� I A stair tread nosing, shall not be less than furred spaces, vertically and ceiling and floor levels I I 34 inches and not more than 38inches. and horzontally at intervals not exceeding 10 feet, I 1 I All Handrails shall be continuous the full 2. Interconnections between soffits, drop callings and ; I 2x10 Rafters 6 16 oc length of the stair from a point directly cove callin $, - O - 2x10 Ceiling Joist �� 16"oG 1 above the top riser of a flight to a point g " I 2x4 Collar tie a 16 or- 3. In concealed spaces between stair stringers at the top N p l cv m I directly above the lowest riser of the flight, and bottom of the run. `'' I I Handrails adjacent to a wall shall have a O 4. At openings around vents, pipes and ducts at ceiling 6X6 WOOD 1 m I space of not be less than 1-I/2 inches V and floor level, with a building department approved POST I Bedroom *1 I between the wall and the handrail. N = material to resist passage of flame. I smoke alarm I see NYS code for exceptions. Refer to N 4. Fireblocking around chlmney and fireplaces in 3052.2 1 - I 9' Clg Ht I NYS Code for grip size specifications. ~ 9 � accordance with the NYS Residential building code. ,� - - - - - - - - - - _ _ _ _ _ - _ _ _ _ _ _; _ _ _ _ _ _ _ -.` iK (n 5, Fireblocking materials ehalL most the requirements of X I 1 ry W Code section R602.8.1. the follooing material is l2) 1-3/4"x 9-1/2" LVL W b u Concrete Stoo p 4 u 2'2x12 ' ` I GUARD RAIL NOTE: acceptable lout not limited to: 2 nominal solid wood, ;�� u a 13'_0 " u '_0�� I 1 concrete Steps to Grade 3/4" particle board, 1/2" gypsum board, mineral wool, 1 with handrail 4 guardrail --A° PORCH _ I Porches, balconies or raised floor O 0 W batts or blankets. to code if req'd 0 refer to FLUSH I surfaces located more than 30 inches Q CL L o Drawing-1 O 0 �©�iF"IST � ,�f� _ 2-2x10 1 above the floor or grade below shall 0 0 0 I have a railing not less than 36 inches 0 �/ x ' m I cv strapping �+ Pre-Fab/ Factory Built Fireplaces N �� o details 10' Clg Ht �� `Q 5'-111" 3'-6" 5'-O" I In height. Railings shall have Top rails and% u u _ Balusters and Bottom rails that are V W In accordance with NYS code chhpter N 1 f Poet Hip � 2852 2852 � WALK-Iii I4 = UJALK-IN� I NO MORE THAN 4 INCHES APART. 0 10, factory-built fireplace inserts shall ;l; to Hdr 3052_2 " 'n �� `" CLOSET` Q CLOSET " I EXCEPT: the train ular openings formed be UL listed and labeled and shall be 14 1 3-1/2 x 11-1/8 LVL Flush " g z W Q — - - — - — - — - t riser, tread and bottom rail of the Q (� installed in accordance with the I (2) 1-3/4"x 9-1 " LVL (2) 1-3/4 x 9-1/2" Vl_ (2) 1-3/4"x 9- " L L knee ,'wall ' I Guard rail at the open side of a stairway conditions of the listing. Factor -Built + above continuous UJ fireplaces shall be tested in accordance I {� to support rafters � S = O �. ° I are premftted to be of such a size that a LO Q 1 " ' 10 late `�' 4 v inch sphere cannot pass through. Z with UL 121. Hearths shall be installed in 140 y a 13 1� ; P �„ m �r l I Q M accordance with the listing of the 3V21 j 3 ; U Height ° 3'-0" u UL listed GRAS `�' O I Open sides of stairs with a total rise of Fir®place in accordance with NYS code - ( 2xlO Rafters a 16"oc \ 0 _ �0 Pre-Fab Frre lace, � x " �- _ p u N m I more than 30 inches above the f loor or section R1003.9 Hearths 4 Hearth extension. I �v a less doors and ; 0 , / cn * u Hearth extension m A- ; ; I grade below shall have guards not less All Flrepaces shall be equipped with an 1 Bedroom 03 s as per NYS Code KITCHEN '__ ,Q' I than 34 inches In height measured exterior air su I . Exterior air ducts - smoke alarm �' p ---- pp y I O g' cl Ht s 19'-6 >Y o 10 Glg Ht \ry vertically from the nosing of the treads. Zi%shall be UL listed. Factory Built Chimneys 1 C4 g � LiVING O �n = ,� shall be in accordance with NYS code chapter tu u° � X o Q •---- power r - - , I = •v 0 18 (chimneys 4 vents), 1 u z = ROOM ; " `s Head`�1 11'-1" 1 a � L c cca ai 1 CIS " wa d 10' Clg Ht ° /� I 'fl � 'a ... v -2x12 Ridge 2x12 Ridge— _ - - - — - i 8' CI Ht fan m1 o c 0 0 2 cl co c \ o a 0 .- m Ci _C4 2'-0" 3x sho�Ier l- "I `� C c v� 3 I 2-6� �� =4 L / r - o �' o � ? o � \ composite � i 0 \ry/ ( 1 y � rn •— .p = cv I - `r Column X 3 rl ; cxv 's 0 tag M C1 c O N Simpson H2.5 m // �' ' �� I Venting of Equipment H oa c $ c�a o Cr each rafter 15-4 i 2 -Z 1'-e" '-51*"= Install in compliance w/ I fan Poet Hip tt} post POST , I POST W D helve `1' I p N Hrp LVL 1 chapt 24 4 RC G2421 ® to girder Cp dL 3-1/2" x 16" LVL Fluor - LVL u Simpson BC/BCS 1 ,__ — -I ' _ — - — _ — _ — — ' �' ' �` ' — - — " 5-o I venting ofequipment 2x6 ledger nailed to Post Cap I ;W;2".Rp Poe Hip ' ' knee wall Ol _ _ 5-O " E Figure G2421.8 minl�gm to rider �� CO p d N m1 framing and Toe nail I u above continuous 2x10 •- afters e 16 oc I , o 0 " ;�tlra smpeee to support rafters ; FOYER ER `V�� S M "I Vent Clothes Dryer Ceiling Joists with 3-8d I �u = // 1( pp � Q nails Porch Post 1 10'-4° , ° _ 3'-6° ` 11'-9" elope clg I in accordance with ' to false rld_e 19 -- �• 2'_0" 2'_6" 1 Code Section M1501 connect post to joists I \Q , 10 s 2'_0" 6? Simpson Half Base L o U� -0 I \ ( 1 0 H n r it DOWN 1R Chapter 15 - Clothes • •• •• fasteners:4-16d each surface I = ��l m N _ D Hain Rm ; \�l/ o PANTRY I I rn \ry QL ,ry-'- ' \`t Va1,{ b�d GI , Ap m I conc. landing 1 y • I C4 X x '► u v rn �`' ' fii�� N 3 5-6 I Plumbing Note: _ concrete stoop I � Z X I o . x • DOWN 1R The Plumbing System shall be installed Minimum 36" below grade 1 " " 2x10 afters'er 16"oc �� 3 �� cA Guardrail 1 in accordance with chapters 25-32 of the •• see foundation plan I Bedroom *2 _ I p (p I smoke alarm O , 2x8 C i11ng b oist s 16"oc ; 20 -all I residential Code of new York lu 9' CI Ht 2x4 C Ilar ti e, 16 cc PORCH „ g 2-2x10 hol Cie rats 8" ; refer to ,QJ 14 Hour fIra rated 5' r Z -- � ab ve circle to p � I Electrical Note: o TYPICAL STRAPPING FOR PORCH/DECK CONSTRUCTION 2-2x10 ; Drawing-1 �_ door assembly with C14 4 DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO - - - - - - _ - - _ - `r ; strapping DC I self-closure, w/o and I All electrical equipment and 00 3052-2 _ "' ; details X i insulated. 1 wiring shall be installed in 0 cp u1 PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. /Arch to u - - - - - -' - - - - - - - O 2x10 Raf are e► 16 oe h 3052-2 /Arch top X N 2xlO Rafters ,e 16"oc - I accordance with Chapters 33-42 7§5 } Q x , slope clg 111 1 of the Residential ��o false rlcic I Q O W Code of New York. - - Concrete Stoop 4 ------ 2-2x 10 I i� x p 1` co concrete Steps to Grade I -- ------------ c� / - with handrail 4 guardrail _ _ — _ L ? ~j Z to code if req'd g[ GARAGE �9 8" cx 1 wallboard 5o81walla and tceil ng of '� , = N permacast ; 1 -----------------------�� ,�-------------'"-- I garage as per code sections = Smoke Detector and 2x12 CEILiNG JOISTS 1 o.c. ,� T_ Carbon Monoxide Detector column � 1 I R102.1 and 805.1. Were garage � + r- w✓ solid bridging 8'-0" or- TYP � abuts dwelling-use 5/8" fire rated W Refer to general notes 021 I 2x4 Collar tie 0 16" cc c I wallboard on garage aide and � �r , D" � and * 22. I 1 I V I ; �" fire rated wallboard on Q I oppoeite side in accordance V ` T- 8'-2 " ; 1 I with code section R102.3. t— Q > M WINDOWS, EXTERIOR FRENCH 4 SLIDING DRS IL I 2O'_g" I Insulate walla common with M These Plans indicate ANDERSEN series 400 I 5411 5 heated areas. W = 00 Model Numbers. Provide HP LOW-E4 glass 9'-1" Plate Height I ; 2-2x12 ; I m V = N Substitutions made upon meeting NYS Code. I 16'-0.. C ca M See page one, general notes for additional IST FLOOR PLAN _ _ _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ 1+ Q Lo S' co code requirements. SCALE: 1/4" = 1 '-0" �' G All window Hdre; 2-2x10 unless noted ;________ A �� _A a NAME AREA First Floor Area 2155 sq ft. 10'-9" 16'-O" l'-il" 21'-8" Garage Area 436 sq ft. 56'-4" 019010 �? F NEW � ' .................................*" IEEQ LM UJ LLJ Wo CL REAR ELEVATION RIGHT ELEVATION < LU ry o oc 8 On Lc re cm 12 12 LEFT ELEVATION SCALE: 3/16" 11-011 oe co cl to jo 0 LLI CU 0,LLd L d 91 cn z LU ' IST FLOOR. PLAN