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HomeMy WebLinkAbout41831-Z ��o.,9suFFGZ1r G Town of Southold 8/2/2018 0 P.O.Box 1179 53095 Main Rd oy.�ya� ao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39743 Date: 7/2/2018 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 250 Farmveu Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 120.-3-8.18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/26/2017 pursuant to which Building Permit No. 41831 dated 7/21/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions including deck and covered porch to an existing one family dwelling as applied for. The certificate is issued to Fiumano,Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41831 3/7/2018 PLUMBERS CERTIFICATION DATED 3/7/2018 JKrdy Bing&Heating u o ' Signature �g11FF04 TOWN; OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ay • SOUTHOLD, NY �spl � Sao 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#: 41831 Date: 7/21/2017 Permission is hereby granted to: Fiumano, Donna 250 Farmveu Rd Mattituck, NY 11952 To: construct addition and alterations to existing single-family dwelling as applied for. At premises located at: 250 Farmveu Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 120.-3-8.18 Pursuant to application dated 6/26/2017 and approved by the Building Inspector. To expire on 1/20/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $480.00 CO -ADDITION TO DWELLING $50.00 Total: $530.00 rpl, I . ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: q (check one) Location of Property: O? .5D -tFdy 11/z°(,C �LY Cwt}-�LIL� House No. Street Hamlet Owner or Owners of Property: &Ina Suffolk County Tax Map No 1000, Section o Block Lot Subdivision Filed Map. Lot: Permit No. ADate of Permit. Applicant: &�l✓lCt? �t�t(eciD �)OCbL EArV4kV Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �b'od 0 t,4(-I icant Sign re rg so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a� roger.richert(-)town.southold.ny.us Southold,NY 11971-0959 C®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fiumano Address: 250 Farmveu Road city,Mattituck st: New York zip: 11952 Building Permit#. 41831 Section: 120 Block: 3 Lot: 8.18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jeffrey Heidtmann License No: 46752-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency FixtureSH Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/ CO Detector, 2- Bath Fans, 3- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: March 7, 2018 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �� Southold,NY 11971-09590�4,,eoUA�'� 111 BUILDING DEPAR'T'MENT TOWN OF SOUTHOLD CERTIFICATLON Date. �. ! Building Permit No. °', t� too 21) Owner: LfAyt-0 (Please print) Plumber: t nw(\ , (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 7 (Plumbers Signature) Sworn to before me this 1 day of Md►/CV--- , 20_a Notary Public,Z56 V" N.L—County D4 !I D APR 2 3 2018 Notary 3='i3L" `S<xC: if Ng6V",or:( NO O PE-620401W QL_3fFad331Sl;:%� Cot5.r,,y' ,�.-._..,ilc i.�. Tenyi irxp::cs Fetruan7 2,214 Z 1 TOWN OF SOUTHOLD qP1 q 50Ulyo N o �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [/ INSPECTION ro NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RTARKS: J JxA".. (9 DATE l INSPECTOR i I �pF so �ycoum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. Z OUNDATION 2ND [ ] INSULATION RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &L lly"144 4V " DATE /040 INSPECTOR pF SOblyo� �OUM'1,N 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� �'� ? INSPECTOR oFSo� o _ o rm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE ZALFINAL)REMARKS: of _ D xL*AS � dA b"�, Q k S� 4,,w k � 4D ol/ 1�1�/r�efr .� r � DATE INSPECTOR SOF so �o� olo courm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ V FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 04</ �jVn e�qjk- K/ c e-lu OW hkk V,( DATE INSPECTOR jig31 �f3F so o`o y O i cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [Vf FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) • _ i REMARKS.- �ov CgNvo N , - 6) 4AVO DATE 6 bolli, INSPECTOR OF SOUly�lo �OUM`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) WELECTRICAL (FINAL) REMARKS: DATE INSPECTOR June 13, 2017 Nick Fiumano Donna B. Fiumano 250 Farmvue Road Mattituck,NY 11952 Town of Southold Building Department Southold,N.Y. 11971 To Whom It May Concern: Please allow this letter to be my authorization for HEIDTMANN& SONS, INC. to be the official agent for all aspects of new construction to be completed at 250 Farmvue Road in Mattituck,NY. Thank you Sincerely, c Nick riumanqr t Donna FiUln,ano Subscribed and sworn before me this 0- dayof2017 Notary ublic _ LORETTA LAMB _- P, No"Public,State of New York #OILAS17M3 QuaHW In Suffolk County - Term Earn Qece+nber 31,2001,1, Delfino Insulation Co., Inc. - 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION JOB INFO: Glenn F.Heidtmann&Sons DATE OF INSTALLATION: 12/04/17 250 Farmvue Road Mattituck,NY 11953 Attic Roofline/2x10 Closed Sloped Ceilings Exterior Walls TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑✓ CLOSED CELL FOAM 2 R-14 ❑✓ CLOSED CELL FOAM 2 R-14 Q FIBERGLASS 9.5 R-30 Q FIBERGLASS 3.5 R-13 ❑ CELLULOSE ❑ CELLULOSE Interior Garage Wall Rim Joist&Boxends TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑Q CLOSED CELL FOAM 2 R-14 ❑✓ CLOSED CELL FOAM 2 R-14 0 FIBERGLASS 5.5 R-21 Q FIBERGLASS 3.5 R-13 ❑ CELLULOSE ❑ CELLULOSE Crawlspace Sleeper Over Slab Floor TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 8.25 R-30 F4] FIBERGLASS 12 R-38 ❑ CELLULOSE ❑ CELLULOSE ❑� FIRE CAULKED TO CODE DATE OF INSTALATION: 12/06/17 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the Installation was conducted in a e des and standards and regulations. APR 2 3 2018 AUTHORIZED SIGNATURE TOWN OF SOUTDflLD Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 250 Farmveu Road, Test Date 3/28/2018 Building Permit#: mpliance Pathway Performance Test Completed by: Chris Silvia APR 2 3 2013 RESNET Rater ID# 4150294 Home Energy Solution NATE ID# 187 East Main Street ?3 ", ?i�'� !-_tom. ICC ID# Huntington,NY-11743 TOWN OF SOUTHOLD BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if- Floor fFloor Area Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space - 1St 908 14743'-- ❑✓ Sealed Attic. _ nd 2 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic area includes areas where the ceiling height is less than 5 Total Volume ; 14743 ft' CFM @50 pa 7301 Air changes/hr@50 pa 2.970901 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Crawl Space •--- ---------------------- Floor Area 908 Leakage CFM @ 25pa 36 CFM/100 ftZ CFA 3.96 Code Compliance: Pass ' System-2: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: System-2: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: ��� Date: Chris Silvia,Home Energy Solutions �,�vi �-•- I�.� lei f i -• _�. r;ii --- Ki Additibnal'HVAC System System-4: Within Condition Duct Location -------------------------- Floor Area 0 Leakage CFM @ 25pa CFM/100 ft'CFA #DIV/0! Code Compliance: E System-5: Within Condition Space Duct Location -------------------------- Floor Area 0 Leakage CFM @ 25pa CFM/100 ft CFA #DIV/0! Code Compliance: System-6: Within Condition Space Duct Location -------------------------- Floor Area 0 Leakage CFM @ 25pa 40 CFM/100 ft2 CFA #DIV/0! Code Compliance: System-7: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa 40 CFM/100 ft CFA #DIV/0! Code Compliance: #DIV/0! System-8: Within Condition Space Duct L•ocation-- --- ---------------------- - Floor Area Leakage CFM @ 25pa 40 CFM/100 ft CFA #DIV/0! Code Compliance: #DIV/0! System-9: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa 40 CFM/100 ft2 CFA #DIV/0! Code Compliance: Building Envelope tightness has been verified using instruments and procedures specified in ASHARE/ASTM E779 as required by the NYECCC 2010,Section 402.4.2.1.The building duct and plenum system has been verified using instrumets and procedure specified in ANSI/ASHARE 152 and ASTM E1554 Test Method A as required by NYECCC 2010,Section 403.2.2. Signature: Date: Chris SOvia,Rome Energy Solutions Permit # 41831 250 Farmveu Rd, Mattituck s .. isx,4 }ll• w ZY 4n 3� 1 i` a� I ,a 3 r t ` ld �r .w"*t�"'.4,.m�'"YA+�`5.�.'+ Heidtmann & Sons, Inc. . t1N � ' � (631)734-7484 infongthbuild.com _ BUXD . � �_ TO" 1 1 1 • ' I ml, COMMENTS FOUNDATION(1ST) ------------------------- 41 N7rjl 11�1► �11.''l��- mem 74trim . INSULATION PER N.Y. STATE ENERGY CODE iii ►��' ADDITIONAL ■ `' Y �1 110-7 ff- Mliff 0 y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 4 BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health 1210 —q& SOUTHOLD,NY 11971 4 sets of Building Plans -1111, TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.netPERMIT NO. A�/ I Check Septic Form NYSDEC Trustees C O Application it Examined 20� Flood Single&S&Separate / Storm-Water Assessment Form ✓ Contact: �.. vd6—h&cS Approved 20� Mad to •D C` a Disapproved a/c 014N, LiJC UC. ti It 436 Phone ] —7� X484 Expiration 20 1 tiro ®g (d,41joki ,ON,—,r J DDAPPLICATION FOR BUILDING PERMIT 11 Date`J ��� 1�`���-- ,20 1 JUN 2 6 2017 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 rffEVJM4ng�nVocation of lot and of buildings on premises,relationship to adjoining premises or public streets or �EtS�P1IRy 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 ell ' J - (Signature of applicant or name,if a corporation) •b.ci�6�G �'J� (Mailing address of applicant) State whether applicant is owner,lesse agent, rchitect,engin �contraetorelectrician,plumber or builder Name of owner of premises o 6tt i� (As on the tax roll or latest deed) If applicant iA do at f dulv lutho •zed offic r (N and e of corporate officer) Builders •cense o. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: I ,�G D -tLl VI-V i i. t�• ori( LiIGL �-f uc� House Number Street Hamlet County Tax Map No. 1000 Section Block b-1--) Lot_ , " Y 1�I�j .� Subdivision i-2 lyyiq V� Filed Map No. Oft-,a Lot a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy c4)n /tnd(a O&Lb' b. Intended use and occupancy -31A � 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee A (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 carsy 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front ( 7 Rear L-7► Depth Height 1 8 Number of Stories 1 `` r Dimensions of same structure with alterations or additions: Front c,- Rear (-7 Depth (o S Height ! Number of Stories 8. Dimensions of tire new construction:Front (,-7 Rear Depth l/ x OZ L Height I b Number of Stories -1.. 9. Size of lot:Front Rear Depth _ r 10.Date of Purchase � � l�Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?�Y/�ES NO 14.Names of Owner of pr rises 6k\C'(iurrt Q Address 7,a9Rk tVeW.Pa Ph e No. (A l'l�76' 6)9"-( Name of Architect Cort o —E-_ Address OaKWAe No /Pt– Name P1–Name of Contractor 41-1 {rnunn4-,1#0 fie_• Address (JD bad � 6A,r is yll?hone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO V/ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. ✓ 17.If elevation at any point on property is at 10 feet or below,must provide topographical data/on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS COUNTY OF s - y��L1 w' �'4 L/LPV being duly sworn,deposes and says that(s)he is the applicant (Name of indivi ual signing contract)above named, �n, (S)He is the (C tractor,Agent)Corporate 0 icer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this applicatibn,', that all statements contained in this application are true to the best of his A ®and that the work will be, ' performed in the manner set forth in the application filed theiwith q Public,Sof®of New Y0* SOILAS17911183 -_ Sworn t efore this_ I CWMW In Suffolk Coun _ d y of �J 20 (� Term Expl r �'- Notary Pu is ignature of Applicant suFF Scott A. Russell- ST(0)IRIMWNTIEIR, SUPERVISOR - -NA(G�IEM IEl�`7C' SOUTHOLD TOWN BALL-P_O.Box 1179 p ^S 53095 Main Road-SOUTHOLD,NEWYORK 13971 o �- Town of Southold CIFTT."TER 236 - STQI 1- [ �VA'Y'E� MANAGEMENT WQM SHEET (TO BE COMPLETED BY THE APPLICANT) , AJ,'Y.Y. �•A .111 1 - r a.+.v O/,YT111'r_�7. ..+.....n.:..-..:4...w.w.•.+-..s _1'eSll). - !CHECK ALL THAT APPLY) j A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; R; Ely B. Excavation or*filling involving more than 200 cubic yards of material withir3 any parcel or any contiguous area. UL 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 E. Site preparation within the one-hundred-year floodplain as depicted on,.FMM-Map of any watercourse., r ; Q F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. , If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project_ If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and.a completed Check List Form to the Building Dcpartnacni w.i,(h_youurBuilding Permit Application: AppflcxN7 w(Property Owner,Design Professional,Agent,contractor,Oiber) - S.C.T.M_ 1000 Dote - District cII y // NAME- �n tL�l 1�l( [ Section Block Lot ' OR BUILDING DEPARTMENT USIE Contact InformtioO G cJ --749 Ste �/'1�(rl.Jyv Yu.nq.: S Reviewed By. - - — — — — — — — — _ ._.. - - - � 17- Property Address / Location of Construction Work: — _ _ —Date 6— — n Approved for proceutng Building Permit. Stormwater Management Control Plan Not Required. thLL—L----t A— _, �j S1 Grn1.Va(er P✓18it��CirlCdi `vlilrvl Pi�ii �i�Cyuiri'v 11-11 (Forward to Engweenng Department for Review.) FORM ' SMCP- TOS NJAY 2014 Scott A. Russell ; ast�> ST(0>>E�I��C��V A\,T]EIR, SUPERVISOR I�vJ[A\1�A(G�]EI��Jt1E1��C' 50UTHOLI7 TOWN HALL-P_O.Box 1179 r p ' 53095 Main Road-SOUTHOLb,NEW YORK 13971 Town of Southold ClUffER 236 - ST 07 4,V : [' f =MANAGEMENT NOOK SHEET, (TO BE COMPLETED BY THE APPLICANT) ,.>l.--._ - .-.: •......:.... .•. _..�. ..f. . ,. .. _MES ya�� VMS �i..'+.:.N•- ._.- _!4/\f Y.S VMS Y �4\ .1"#]M; � • 1.Mi.'T '+4' .YJ< ,. .Y YAR �.—s-n.gi.�4 - (CHECK MALI.THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more ; than 5,000 square feet of ground surface. !" F1 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. d[ 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 oIR.FIRM`Map of any watercourse.. F. Installation of new or resurfaced impervious surfaces of 1,000 . quare feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Cbcck List Form to the Buildingpep itiLyoi�r DiAjding-Permit AppliellionL •• •..<_ ;: .. .. = S:C.T.M. �:- - ]000 �Dare.— - -- •' •APPQCXl4Jz (Property Owner,Design Professional,Agent,Contractor,Other) DbJOict' I -r NAME` r I.)—D Section' Block' Lot ' '] �( FOR BU[L.D1NG DEPAJ?-1:NIENT 1.SE.,01NL` Contact Information bt GZi �� �!/ J^s ' Reviewed By: Date: Property Address / Location of Construction Work n Approved for processing Budding Pei nw, 1 �I1 Ja /X/Y --- - Stormwater Management Control Plan Not Required. Scor mwater Manageinnent Coatro(Plan iI,�Icgwred— ` (Forward to Engineering Department for Review.) FORM SMC P- TOS MAY 2014 OTr SD Town Hall Annex ] Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q roaerAchert(a towi.saut�io� nv us Southold,NX 11971-0959 �O j BUnDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: _�3_4w'f I Company Name: e Name- \J1 License No.: Address: -� •�G� ��� .�� �, C��..�5 Phone No.: u-6t —74,: '( JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: C'36 *Phone No.: (q t- 7 Permit No.: 1 Tax-Map District: 4000 Section: 1?_D Block: D 2? Lot: 1,25 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) -- (Please Circle All That Apply) *Is job ready for inspection: YES 6:D Rough In Final *Do-you need a Temp Certificate: YES! ND Temp Information(If needed) `Service Size: 1 Phase 3Phase 100 150 20 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 10 O lei 82=Re nest for Inspection Form "✓ �� 1"' HEIDTMANN and SONS, INC. (631)734-7484 Phone General Contractor P.O.Box 932 Cutchogue,NY 11935 (631)734-5943 Fax June 26th,2017 To: Town of Southold Building Department Re: 250 Farmveu Rd.,Mattituck Please find the enclosed documents pertaining to a new building permit application: 1) Four(4)sets of stamped plans:John Condon Engineer,P.C. 2) Southold Town building permit application 3) Consent to Inspection form 4) Application for Certificate of Occupancy 5) Stormwater Management Work sheet 6) Application for Electrical Inspection 7) Agent letter 8) Survey with proposed addition 9) General Liability certificate of insurance: Heidtmann&Sons,Inc. 10) Worker's Compensation certificate of insurance: Heidtmann&Sons,Inc. 11) Copy of three(3)checks submitted with application: a) check# 1761: building permit fee-blank check amount a) check# 1762: electrical inspection fee-$125.00 a) check# 1763: Certificate of Occupancy fee-$50.00 Respectfully Submitted, Loretta Lamb Office Manager info@gfhbuild.com CONSENT TO INSPECTION LVIVO I—E,(A k2a;g � "' JOZ the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at o2—1--D -t61-V-A Vtt,L �� �Ae-fi— , which is shown and designated on the Suffolk County Tax Map as District 1000, Section l yD ,Block d b , Lot_P i l� That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: y'w, � bnA That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. r r' r /f F Dated: ��L )-b L� (S g ature) 4.k.6 Ti 1,u- lf� Print Name) _ ;hl I CAL, (Print Name) New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^A A A A 263528632 HEIDTMANN&SONS INC PO BOX 932 CUTCHOGUE NY 11935 0 ti A Scan to Validate POLICYHOLDER CERTIFICATE HOLDER HEIDTMANN&SONS INC TOWN OF SOUTHOLD PO BOX 932 P.O.BOX 1179 CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12206943-9 558548 05/03/2017 TO 05/03/2018 6/15/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2206 943-9, 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 YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GLENN F HEIDTMANN JR,PRIES& JEFFREY W HEIDTMANN,VP OF HEIDTMANN&SONS INC (TWO PERSON CORP) 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. c NEW YORK STATE INSURANCE FUND C� DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 144501466 U-26.3 l' ACCO OR ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 6/15/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Christine Schuller OMNI RISK MANAGEMENT PHONE (631)434-1000I FaX AIC No Ext): AIC Nol:(631)434-7605 A division of Assured SKCG Inc E-MAIL Chris@omni—risk.com ADDRESS: 308 West Main Street INSURERS AFFORDING COVERAGE NAIC# Smithtown NY 11787 INSURERA:Southwest Marine & General 12294 INSURED INSURER B Heidtmann & Sons, Inc. INSURERC: P.O. BOX 932 INSURER D: INSURER E: 1 Cutchogue NY 11935 1 INSURER F: COVERAGES CERTIFICATE NUMBER:*17-18* REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'NSR I !MDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVQ POLICY NUMBER MM/DD/YYYY) (MMIDDIYYYYI LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000,1 A CLAIMS-MADE F OCCUR DAMAGE T R NT D PREMISES Ea occurrence $ 100,000 X Contractual Liability GL2017LHB00033 1/20/2017 1/20/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY LK JET F LOC PRODUCTS-COM P/OPAGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Per accident $ $ UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A X EXCESS LIAR CLAIMS-MADE AGGREGATE $ 1,000,000 DED I I RETENTION$ 10,002 EX2017LEB00013 1/20/2017 1/20/2018 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICERNEMBER EXCLUDED? r N/A (Mandatory In NH) If gas.describe under E L DISEASE-EA EMPLOYE $ y DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space's required) Re: FIUMANO RESIDENCE, 250 FARMVEU RD. , MATTITUCK, NY; CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Rt 25 ACCORDANCE WITH THE POLICY PROVISIONS. P.O. Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE R Mastrantonio/CS S ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD iNSn95 r)menit SCDHS RE# R10-96-0010 SURVEY OF PROPERTY VACANT / AT MATTITUCK % TOWN OF SOUTHOLD j SUFFOLK COUNTY, MY 1000-120-03-8.18 LpT© SCALE.- 1=30' aS3N�t JULY 19, 2011 D`rA iron') JULY 28, 2011 (PROPERTY MARKERS) (SePt'o 200 }) Na MARCH 07, 2017(B.O.H) �`°e11 *t9rr 'Sp0, Win' 0p SSD D, a F VACANT MARCH 24, 2017(PROPOSED ADDITION) OLDFIEL ---- "" SFS a�5 „e g, '°a. � M Z C 12 hr flJ / v 1 � ' s ` --------------------------- @ ---------------O fl. , 4,fAR4CE,,y°j ° m 4LUNG rd) `• 'a,.a° n k ASPHALT DRIVE'NAY a p 1n front yo ry, LOj.18 sc w J oa d EAlSI77NG SEPTIC SYSTEM o.\v'\ 4 BEDROOM HOUSE 6 msosd 1-PRECAST 1000 GALLON SEPTIC TANK .AT , o-a�'p LOT f-8'0 x 12'DEEP LEACHING POOL 219 g4, RAIN RUNOFF CONTAINMENT FVR PROPOSED AD0177ON w 4'=1� ADDITION- 700 SO FT 1 �' 700 x 1 x 017-719 CU FT • ' •y1 i 119 CU.FT/422-2B VF PROVODE(1)DRYN£LL 8'0x3'DEEP OR EQUAL �\ LOT • PIPE TEST HOLE DATA ♦=STAKE WDONALD OEOSOENC£ 02/15/2017 !� ■ MONUMENT ,\ i DARK BROW LOAM(X LOT NUMBERS REFER TO MAP OF FARMVEU, BROMN SAND 9LT ML BLED BITH WE SUFFOLK COUNTY CLERK AS �- nLE NUMBER 08808 -- 0.4' '2/7z N.YS LIC NO. 49618 ANY AL7ERARON OR AD01770M TO THIS SURVEY 1S A WOLA17ON PECONIC SURVEYORS, PC or SEC7209OF 7HE NEW EXCEPT AOS PER SEC77ON 7209YORK SUBDIWMOM 2UALL CER7IF7CAT10NS PALE FINE ro wtwuM sw0 sP (631) 765-5020 FAX(631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF lY P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NOIE NO WATER ENCOUMERID1230 TRAVELER STREET MOSE SIGNATURE APPEARS HEREON AREA= 46,713 SQ.FT. or 1.07 ACRES SOUTHOLD, NY 11971 11-175 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineering.com July 11, 2017 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Re: 250 Farmvue Rd.,Mattituck Dear Mr. Verity: The addition to the 250 Farmvue Rd. in Mattituck building is structurally capable of handling 130 mph wind forces. If you have any questions, please call me at 631-298-1986. Yours truly, 1 K r 1 7 D JUL 2 1 2017 BUXDING Dom. TOWN OF SO OLD REScheck Software Version 4.6.3 v / Compliance Certificate Project Residence Energy Code: 2015 IECC Lotation: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone; 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 250 Farmveu Road Donna Fiumano John J.Condon, P.E. Mattituck,NY 11952 250 Farmveu Rd Condon Engineering Mattituck,NY 1755 Sigsbee Road Mattituck, NY 1-1952 631-298-1986 :".�"r,.+T.`'".!i"^,a*": !.',""'y":".,�.,".`_3.°•.: - .. �xn^i�`�=>""d .�'. .';,..v'C!}+^^.•?'r,7'+r^"mr•"pP"^--.",J� V� ay40•p'`'a {n, '.1: ' M",;r;r.r. .�,.M;.:, ..F.i„",�✓,' ' -"4NP,&. "t',.u° Compliance- 15.2%Better Than Code Maximum UA: '132 Your UA: 112 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT'provide an estimate.of energy use or cost relative,to a mimmum-code home. r Envelope Assemblies ,'"��"r«„f'";,""#'4dT`'fi� -°�}'�'.�y..ir'�e',_,, '`;"s-"' d,»''A e`' `k '#. ,p°;'°°'st •:r;'"Wq' •_�Y.x '"".F a x N S:, ,sa: d °tz .,,i �� :' :I' ',"�.r;.sN's`.>".�" r,.-,.: . Wt.,;:.,. ',�.. ,�,, .».�'i:d-».,. ,,,+ '.i�,..�•�t. ''`"�; Ceiling 2:Cathedral Ceiling 700 49.0 0.0 0.022 is Basement Wall 1:Solid Concrete or Masonry 700 30.0 0.0 0.041 29 Wall height:10.0' Depth below grade: 9.0' Insulation depth: 10.0' Wall 7:Wood Frame, 16"o.c. 298 20.0 0:0 0.059 16 Window 5:Wood Frame:Double Pane with•Low-E 11 0.300 3 SHGC:0.33 Window 6:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.33 Window 7:Wood Frame:Double Pane with Low-E 3 0.300 1 SHGC: 0.33 Wall 8:Wood Frame, 16"o.c. 170 20.0 0.0 0.059 9 Window 31:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.33 Window 47: Metal Frame with Thermal Break:Double Pane With Low-E 11 0.300 3 SHGC:0.33 Wall 9:Wood Frame, 16"o.c. 298 20.0 0.0 0:059 15 Window 34:Wood Frame:Double Pane,With Low-E 11 0.300 3 SHGC: 0.33 Window 35:Wood Frame:Double Pane with Low-E 3 0:300 1 SHGC: 0.33 Door 4: Glass 32 0.350 11 SHGC-:0.20 Project Title: Residence Report date: 03/28/17 Data filename: C:\Users�ohn Condon\Favorites\ResChecks\Farmveu,Rescheck,rck Page 1 of 2 a i 1� �~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 has been designed to meet the 2015 IECC requirements-in REScheck Version 4.6.3 and to comply with the mandatoequirements listed in the REScheck Inspection Checklist. Drate Name-Title Slgn t Project Title: Residence Repoi;t,date: 03/28/17 Data filename: C:\UsersWhn Condon\Favorites\ResChecks\F'armveu Rescheck.rck' Page 2 of 2 SCDHS RE# R10-96-0010 SURVEY OF PROPERTY VACANT AT MA TTIT UCK / TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-120-03-8.18 LOT © SCALE. 1'=30' wE�L�OG JUL Y 19, 2011 D JULY 28, 2011 (PROPERTY MARKERS) cPscN MARCH 07, 2017 (B.O.H.) t t R 'S 00LAI ISO. 0 VACANT MARCH 24, 2017 (PROPOSED ADD/7/ON) co V Zg� F� s. MARCH 9,2018 (FINAL) �o G°9� OLnfiE ` ?tm—A-css s E 301 •��. aRS. D ���D REe E,w• _ D ................ .................... 2 3 % 18 AREA OF EXISTING S ....... d T. ".. SEPTIC SYSTEM TOViN OF SOUTHOLD � h Q S J \� 01z NUN x�xG'x/x ,^h FRAM s KqC M°N �° W \ OT �� °'�x'x�x �' N'`�& OAR ?60 m L s�cK°o1•w x 0 ��.33gCe FCK ti NG AINDOW ,4 ASPHALT DRIVENIAY ) pW y J,,I pE. iti s3' LOT �6 tA DECK N _ �aCL EXIS177NG SEPTIC SYSTEM �w s COVERED coM• E 3°a 4 BEDROOM HOUSEoQ �4 e PORCH 1—PRECAST 1000 GALLON SEPTIC TANK y 1yfi �EgAR LOT 1-8'0 x 12 DEEP LEACHING POOL 2 /2 4, t3 RAIN RUNOFF CONTAINMENT , �' "+�® FENGE�x�x�U� 219•S FOR PROPOSED ADD/TION ADDITION = 700 SQ. FT. stcK°o w• x—x slPKE 700 x 1 x 0.17 = 119 CU. FT. ,00"W s SP 119 CU. FT 142.2 = 2.8 VF -17 PROVODE (1) DRYWELL 8'0x3' DEEP wE� sl 5�4 OR EQUAL ® °3 w rn LOT �5 z KEY \ ® = PIPE TEST HOLE DATA ® = STAKE MCDONALD GEOSCIENCE r 02/15/2017 H = MONUMENT \ �eOF NC-0 DARK BROWN LOAM OL ta�0 °�S�Mi<T< -- O aR a LOT NUMBERS REFER TO MAP OF FARMVEU, /' p, `,: ' k s FILED WITH THE SUFFOLK COUNTY CLERK AS BROWN SAND SILT ML FILE NUMBER 08808. ---- 0.4' �. ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 72090F THE NEW YORK STATE EDUCATION LAW. PALE BROWN FINE TO MEDIUM SAND SP PECONIC`S PVEYORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 17' P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NOTE.• NO WATER ENCOUNTERED 1230 TRA VEL ER STREET WHOSE SIGNATURE APPEARS HEREON. AREA= 46, 713 SQ.FT. or 1.07 ACRES SOUTHOLD, N. Y. 11971 11-175 TW2852 TW2852 Master Bedroom TW2852 -1W1 8210 O 0 F(3—V d , TW2852 Den TW2852 TW18210 O O 1st Floor Space Plan As Built Ll ►� 3 I i'2 APR 2 3 2018 -- TOWN OF SOUTIIOLD Scale: 1/4" = 1'-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 250 Fa rm ve u Road Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Sigsbee Road Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck, New York Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her Date : 3-30-2018 (631) 298-1986 signature and the date of such alterations,and a specific description of the alteration. Climatic and geographic Design Criteria Ground Snow Wind Seismic Weathering Frost Line Termite Decay Winter Ice Shield Flood Hazards Load Speed/ Depth Design Underlayment Temp. Required 20 psf 126 mph B Severe 36 in. Moderate Slight to 11°F Yes to Heavy Moderate 20'-0" Lighting and Ventilation Calculations TW2852 TW2852 Master Bedroom Floor Area=307 sf Lighting Requirement=8%x 307=24.6 sf 17- Ventilation Ventilation Requirement=4%x 307= 12.3 sf I Window Glazing Area: I I Master Bedroom I TW2852 I (3)Andersen TW2852- 10.48 sf x 3=31.44 sf I I T. Clear Opening Area: NI I I N (3)Andersen WDH2836-5.86 sf x 3=17.58 sfDish 4 _ ash I I _ Den Floor Area=294.5 sf Washe - ( I I N I I co Lighting Requirement=8%x 294.5=23.6 sf ( ( I To Existing Plumbing 3' PVC O I I Ventilation Requirement=4%x 294.5 = 11.8 sf I ( I Window Glazing Area: TW18210 o Crawl Space Plumbing Riser Drawing M (2)Andersen TW2852- 10.48 sf x 2=21 sf (1)Andersen TW1821 -2.9 sf x1 =2.9 sf i I I Total 21+2.9=23.9 sf I Clear Opening Area: s` I (2)Andersen TW2852-5.86 sf x 2= 11.7 sf ( ( I (1)Andersen TW1821 - 1.7 sf x1 1.7 sf Tw2 52 Total 21+2.9= 13.4 sf Den TW18210 ( I TW 852oo I I I RESoheck Software Version 4.6.2 Compliance Ce 'ficate �..:._._m.x :. _, _ _ __ �- O ,0�,r I 4rmdow 22:Wood Frame:Double Pane witl+Low-E . � 1S._.._._.. _. _.._._. _. _�. 0330 5 Project He�idtmann Residence W imdow 23:Wood Frame-Double Pane vsA- t:ow-E 16 0330 5 4rindow►24:Wood Frome:Double Pane w;4. Lew-E 19 033 E,rergy Code: 2010 New York Energy C;anservation f�t� Window 25:Wood Frame-Double Pane wit3 Low-E 46 0.330 15 toca•;A-r, Svffafk Cvvntgr, flewYorliC Cons-v� Type: Single fainly 000?, Window 26:Wood FrameMouble Pane wit3+[ow-E 2$ 0.330 9 ProgectTypN New Cartstroction �� DMW10:Glass 21 0.350 7 Condr*roK+ed or Area: 3,069 ft2 Door 10:Glass 21 0350 7 Glaring�a 2096 t*� Door 10:Glass 21 0 Climate Zone: 4 (5750 HDD) 1t 3�0 7 Permit Da'An M W0 3:Wood Frrme,1.5'o.c- 675 20.0 4.0 0.059 33 Permit Number. Window 4:Wood Fromel)mkle Pane wf +Low-E 20 0330 7 Prmdow 9:Wood Frame-Double Pane twig+tow-E 20 0.330 7 Ccnstrut tion Sroe: fJwrrterlAIcigrc'st: DigrrerfCorttractor. 675 Hill Rand HevArnarar+Cler." Jahn J.Condon Prmdow 12:Wood Frame-Double Pane wi+j+Lew-E 20 0230 7 Sor.+ old,14'Y 675 HSI Rood Condon frrgineerir+* Window 13:Wood Frame-Double Pane wig Low-15 20 0.330 7 smr,+,old, iNY 1755 Si+g'^'bee P.oe+d� Ms:*stvck•NY 11952 Vrmdow 14:Woad FrameMouble Payee wia+Lew-E 20 0.330 7 1st Floor Space Plan Crawl Space Plan 6313 9&1986 Vrmdow 15:W1ood Frame�ouble Pane wi*�*Le" 20 0330 7 p Wen 4:Wood Frame.W oz- 675 20.0 0.0 0.059 33 Window 5:Wood Frame-Dtmkle Pane wi+Lew-E 14 0330 5 ELECTRICAL cot-rohanr_e: a.g%eetderTttanCode x1munuu: Sig TmrVA: 473 Tf+s%!•RfrvwweA•trn Cad•ude � oer teru -09 one•dtr.d.-ao es. Yrdow 23:Wood Frame-Double Pane wg tew-E 14 0330 5 1 �SP�-.� TI®► REQUIRED a� w9'v•%Ws nsof ww•r•a ,moor *I ti, to Wir daw 24:Wood Framemouble Pane wits+Lew-E 4 0.330 1 . Yrmdow 25:Wood Frame-Double Pane wA- Low-E 4 0330 1 COMPLY WITH ALL CODES OF Envelope Assemblies ^'^ N Ay Wirdow26:Wood t=rarneDoublePone wi4iLow-E 20 0330 7 ANEW YORK STATE & TOWN CODES Window 27:Wood FrameMouble Pone wH41jew-E 20 033'0 7 APPRO ED AS NOTED S REQUIRED AND CONDITIONS OF Window 29:Wood Frame Double Pane wr+_%Low-E 35 0.33312 DATE: B.P.# Floor I--All-Wood Joi trTrusr•Over Umo+�d'tio�+Spa 1,822 30.0 0.0 0.033 6a �mpria"Ce Statement. The ropossed binding design de:m'bed Fere i.ovrmirt�errt wi'-Owe buil,n e-s,s .+cation:,and other FEE: qtdR V 6 BY: �� WN PLAN RD ,/,� p 9 pl Re's Ce°Tir9 1:Flet Ceiling or SsE:zoTTn= I,Ss2 49.0 0.0 0.026 47 eelc;�letions submart!m wi ele permit application.The proposed building hes been designed to meet the 2}10 M�cw 7'ork Er+►rgy NOTIFY BUILDING OEPAR T AT Conservation Goer-!ruction Code re--orementr in It'SCP.---4 Version 4.6.2 and to comply rri+the mandatory requirermeete,G_-±ed iR► 765-1802 8 AM TO 4 PM FOR THE S LD T � tES Wall 1:Wood Frame,IV ox- 830 20.0 0.0 0.055 AG Cke RE5check Inspection Checkl;et FOLLOWING INSPECTIONS: i - - Window is Wood Frame:l?cubl ane withtcw-E 24 033D 8 �,e�_ rye egneture e_e 1. FOUNDATION - T,VO REQUIRED Window 2:Wood Freme:Dou!l a Pane wi+Low-E 24 0330 8 FOR POURED CCNCRE T E W'mdcw 17:Wood Frame:. 16le Pane witfe Low-E 6 0330 2 2. ROUGH - FRAMING & PLUMBING Wre-dow 18:Wood Fram�Double Pane wPt4+Low-E 6 0330 2 3. INSULATION �P,'��. { � Al Door 9:Cie-s 21 0334 7 ;:-13 4. FINAL - COF'' �. :i ION MUST BE COMPLETE C.O. OCCUPANCY 0R Door 10:SoPlid 21 0.640 13 ALL CONSTRUCTION SHALL MEET THE C REQUIREMENTS OF THE CODES OF NEW USE IS UNLAWFUL Waft 2:Woad F e,lta oz- 230 20.0 0.0 0.059 34 Frame nlePanewi+Eaw-E 21 0330 7 YORK STATE. NOT RESPONSIBLE FOR WITHOUT CERTIFICATE �4' Yrmdow 3:1ft° DESIGN OR CONSTRUCTION ERRORS. �r - •,, Wanda"10ood Frame-Double Pane wi+Low-E 21 0.330 7 OF n O+�CUPANCY '. Yrmdow 11:Wood FrameMouble Pane wi+.}+Low-E 21 0330 7 W'irdow 19:Wood Frame-Double Pane vv? +Low-E 21 0.354 7 RETAIN STORM WATER RUNOFF ON CERTIFICAT!r, ~` � ' 4rmdow 20:Wood Frome:Double Pane with Low-E is 0.330 5 PURSUANT TO CHAPTER 236 ON LEAD CO �'T,R7; 4 ^,'-" ,c Vrindow 21:Wood Frome:Dovble Pane with Law-E 15 0330 5 OF THE TOWN CODE. CERTIFICATE OF 0( CC/�'/�l JCYNOW PrvlieectTitle:Herrdtmann Residence Report date: 14108!15 SOLDER USED IN-WATER Scale: 1/4" = 1'-0' Dista filename:C--Usem%john CondonkFawvrite:'1Re+-Ch+eck!AHeidtrnann Per-check_rck Page I of 2 P%ectTitle:He;dtxnann Residence Report date: 10108116 TFTUS i PLACARDING RMOUMED SUPPLYSYS7i5M'CANNQT Condon Engineering, P.C. a .heek_m+ Page 2 of 2 Plans are prepared by Condon Engineedr9X fy`S63v tcm ofthe New York State Education Da*afilename:C_�1J�er^24ahrsCandvnt-a�rarits ,ResCheck�tHResr Law,Article 145,Section 7209,for any person unless actingunderthe directionofak&nsed Drawn by : JJC 250 Farmveu Road Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road R LU MB I N�, the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituek, New York 11952 Mattituck, New York `ALL PLUMBING WASTE Land Surveyor shall affix to the item hislherseal and the notation'Altered by'followed by hislher Date : 10-2 -2016 �,&WATER LINES NEED signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 TC-STING BEFORE COVERING Li Southeast Elevation Southwest Elevation DJ i Northwest Elevation v. a, r' t � f = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" 1'-0' Condon Engineering, P.C. Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road 250 Fa rmve u Road Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 9 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck, New York Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 10-3-2016 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Foundation Notes: The contractor is to verify all measurements in the field and any Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Page 149) discrepancies are to be brought to the Engineer prior to construction. Joint Description Number of Common Nails Nail Spacing ROOF NAILING Rafter to Top Plate(Toe-nailed) 3-8d per rafter 1 -All concrete 3,500 psi after 28 days minimum. Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d each lap 2-All rebar ASTM A-615 Grade 60. Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d each lap 3- Footings are to be installed on undisturbed virgin soil. The TW2852 Collar Tie to Rafter(Toe-nailed) 2-10d per tie bottoms of all footings are to be installed a minimum of 3' below TW2852 Blocking to Rafter(Toe nailed) 2-8d each end Rim Board to Rafter End Nailed 2-16d each end — 20'-0" grade unless indicated otherwise. WALL FRAMING 4-All snap off form ties are to be removed and remaining openings Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot are to be sealed/grouted. Top Plates at Intersections(Face-nailed) 4-16d joists-each side Stud to Stud(Face-nailed) 2-16d 24"o.c. 5- Foundation excavation is not to be back filled prior to the 2 x 10 RR 2 x 10 RR I Header to Header(Face-nailed) 16d 16"o.c.along edges I _ _ _ _ _ _ _ I installation of the floor framing. 16"OC 16"OC — —1 I Top or Bottom Plate to Stud(End Nailed) 2-16d per stud I I 6-Backfill along foundation walls is to be clean material and is to = I I I I I be mechanically compacted in 6" lifts to 95%of maximum dry 00 Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailled) 2-16d (1,2) per foot I density. cl' FLOOR FRAMING I I N I ( 3'x 3'x 12" I 7-Follow cold weather concrete treatment relative to add mixtures Joist to Sill,To Plate or Girder(Toe-nailed 4-8d /w No. 5 Rebar I p R ) perjoist I 4"Q1 Steel 14"OC E/V1/ I I in accordance with ACI 212.3R. Use Air-Entraining admixtures per Bridging to Joist(Toe-nailed) 2-8d each end ASTM C260, AASHTO M 154 or Water Reducing and Set- Blocking to Joist(Toe-nailed) 2-8d each end Column Controlling Admixtures per ASTM C494, AASHTO M 194 only. Do Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block I I I not use Calcium Chloride or other corrosive type admixtures. Ledger Strip to Beam(Face-nailed) 3-16d each joist I I I I Joist on Ledger to Beam(Toe-nailed) 3-8d per joist I ( ( ( I Band Joist to Joist(End-nailed) 3-16d per joist I I Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) per foot J ( I ROOF SHEATHING I I I I = Structural Panels F8d (Detail) I I I I I 00 N CEILING SHEATHING I 3'-6"x 3'-6"x 12'� I Framing Notes: N r\ TJI 210!9,5 FJ �- Gypsum Wallboard 5d coolers 7"edge/10"field 4"0 Steel 16"OC 11"OC E/1IV I • 3 x 9 5 P WALL SHEATHING I I Column The contractor Is to verify all measurements In the field and any discrepancies are to be brought to the I attention of the Engineer prior to construction. Post Dow a Structural Panels 8d 6"-4'edge/12"field M ( I _ _ _ _I I _ _ _ I I Wood Framing x = Particleboard Panels 8d See Manuf. L — —3.5x9.5PSL l I 3.5x9.5 PSL I I I oD I _ ( 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: = M FLOOR SHEATHING I 00 N Structural Panels I I Fb= 825 psi N 2x10RR 2x10 RR Fv psi , v 1"or less 8d 6"edge/12"field I I I a 3'x 3'x 12" I I Fc perp=625 psi 16"OC 16"OC (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall I 4 Q1 Steel ^ /w No. 5 Rebar I I E = 1,600,000 psi be used where wall sheathing nailing is reduced.For example,if wall sheathing is nailed inches on center at the panel edge to I obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be Column o0 14 OC ENV I g p g q ' I I 2. All Parallam(PSL) Lumber is to have the following minimum specifications: = used to maintain the load path. I — I °x° (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I ( I N I I I Fb= 2,900 psi N 1 -16d nail per foot. Fv= 290 psi = N Fc perp=750 psi X J I I E =2,000,000 psi N N I I I 2. All Microllam (LVL) Lumber is to have the following minimum specifications: I I I I Fb=2,600 psi I °O Fv=285 psi I I Fc perp=750 psi E= 1,900,000 psi D 3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the manufacturer's specifications. OLi 4. All TJIs are to be installed in accordance with the manufacturer's specifications and shall include squash blocking and web stiffeners at bearing points on girders and other load bearing areas. N ��a Fr 3r edon op of Existin r'f X 5. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. 6. All floor sheathing is to be 2Y32 inch AC type plywood,tongue and groove,with an APA span rating of 48/24. Floor sheathing shall be glued and screwed to the floor joists(6"O.C. edges and 12"O.C. field ). 7. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d common nails 6"O.C. edges and 12"O.C. field. 8. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. 9. Double joists are to be installed below parallel walls. 10. Blocking is to be installed at all point load bearing points. ROOF Framing Plan Foundation and 1St Floor Framing Plan 11. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. 2 x 6 Studs 12. All bolts nuts and washers are to be hot dipped galvanized. 16"OC'-,,"" Steel Design Loads: 1. Circular columns are to be ASTM Specification A500. Roof-Live Load-20 psf $"O Anchor Bolts 25"OC - Dead Load- 15 psf in 8' End Zones 29"OC i Interior Zones 1 st Floor - Live Load -40 psf - Dead Load- 15 psf -Wind Loads- 120 mph-ASCE-7M J� MWFRS-Method 2 1" TJI 110/9.5 ° 2 x 4 MCQ Sill lot R t Slab 10Expansion � �� Joint _ _,� �• �� � ' and Joint Sealer N 3 °, .•� 2) No. 5-60 ksi Rebar 20" = Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education Scale: 1/4" 1'-0' Condon Engineering, P.C. Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road 250 Fa rmve u Road Professional Engineer,Architect,or Land Surveyor,to after any item in anyway.If an item bearing 9 the seal of an Engineer,Architect,or Land Surveyor is altered,the aftering Engineer,Architect,aew Mattituek, New York tin Foundation Section Detail Land Surveyor shall affix to the Rem his/her seal and the notation"Altered by'followed by his/her Mattit 631 298-1986 11952 A signature and the date of such alterations,and a specific description of the alteration. Date ' 10-2�-2�16 Scale Y"=1'-0" 9 P� P� ( ) 0 RAFTER TOP PLATE it Simpson LSTA30 Ridg OR HEADERat each R I I I I Simpson MTS30 Rafter Strap I I I I at each Rafter Tail II I I RAFTER OP PIA TCH DEPTH NOTCH 1/4d d I I I I HOLE EDGE OUTER 1/3 OF DISTANCE>5/8" O 1 2 I O O I I O SPAN ONLY HOLE DIAMETER I I STUD <2/5d SINGLE STUD HOLE DIAMETER Rafters I I 12 I Simpson H2A Hurricane Ties STUD <3/5d at each Rafter Tail DOUBLE STUD I I I PLATE V-cut Shear BlockingHOLE I I I I I I DISTANCE S 5/8" I I I ( I I I Trus Joist Rim Board for Shear Blocking (Between Rafters). I I I Stud Notching and Boring Limits Field Trim to Match Rafter Depth at Outer Edge of Wall or Locate on Wall to Match Rafter Depth. I I NOT TO SCALE X3 Y X3 Simpso SPH4 Simpson BP Microllam®LVL 2 X Diameter of the ,2 T ical Wall and Parallam® Largest Hole 1/3 Depth d Sill PSL Hole Zone (Minimum) Maximum Allowable V-cut Stra Detail Q Stra in Details d Shear Blocking and Ventilation Holes SCALE: I =v Shear Blocking Details Header Maximum Round Micrallam LVL and Depth Hole Size NTS Zone 1 Zone 2 Zone 3 PSL Parallam 43/8" 1' 6" O.C. 12" O.C. 4" O.C. L/3 Allowed Hole Zone U3 51/2 13/4' Field jf3 Middle Spar, 71/;to 20' 2' JNL See Illustration for Allowed Hole Zone Panel Edges 6' 6" O.C. 4" O.C. NOTES: . owed Hole Zone Suitable for Uniformly Loaded Headers and Beams Only 2. Round Holes Only -Nailing Requirements for 120 MPH, 3 Sec. Peak Gust, 3. No Holes in Cantilevers 23/32" Thick Roof Sheathing with 10d Common Nails 4. No Holes in Headers or Beams in Plank Orientation 5. Do Not Cut Notch or Drill Holes in Headers Except as Indicated in illustrations and Tables Roof Sheathing Nailing Details 3"No.8 SCREWS 12"OC SCALE: 1/8" 6. Any Opening Outside These Constraints Must be Approved by the Structural Engineer = 1'-0" FRAMIN Typical I Level LVL Penetration Schedule and Detail A NOT TO SCALE WASHER LIGHT (NP_) WOOD-FRAME WALLV. / PLYWOOD CLAS PLASTIC-COATED PERMANENT WOOD REW ANCHORS MIN.DISTANCE GLAS MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B LARGER THAN 1 1l2' 1Y'HOLE MAY BE CUT NO FIELD CUT IN CANTILEVER ANYWHERE IN WEB OUT- PLYWOOD HOLES IN SIDE OF HATCHED ZONE DO NOT CUT OR SE LL HATCHED ZONES O DETAIL ,� NOTCH FLANGE. RAMIN 6• 6" SIMPSON SPH4 A / STRAP g• 1-1 2 X D1 D1 L2 2 X L2 D2 6• r6' MINIMUM INIMUM SIMPSON LSTA9 (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE STRAP PLYWOOD OPENINGS WASHER HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS (NP,) KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN PROTECTION;THICKNESS CANTILEVER REINFORCEMENT. DEPENDS ON WINDOW TABLE A-END SUPPORT OPENING WIDTH(1) MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT DETAIL A-TYPICAL ATTACHMENT OF 3"No.8 JOISTROUND HOLESIZE SQUARE OR RECTANGULAR HOLE SIZE SCREWS TJI® PLYWOOD OPENINGS PROTECTION TO DEPTH 2" 3' 4' 5" 6y" 7' 8%' 11" 13' 2' 3" 4' 5' 6y' 7' 8% 11' 13' Typical Window and Door WOOD-FRAME BUILDING 12"OC 1' 9112' 360 -6" T-0" 3'-0' 4'-0' 6'-0" 1'-6' 2'-6' Y-6' V-0" F-6' 11 V/' 560 1'-0" T-0" 1'-6" T-0" F-0" 5'-6. V-0" T-0' 2'-0" 3'6" 5'0" 7'0" 7'-6" 8'0" NOTE: IN LIEU OF SCREWS,LUGS WITH 14' 560 1'-0' T-0" V-0" T-0" 21-6" T-0" 6'-0" 9'-0' V0. 1'-0" 1'6" 3'6' 6'6" 7'0" 9'-0' 10'-0" 'O.C.NAIL SPACING Header Strapping D eta i I NUTS AND WASHERS MAY BE USED 16' 560 V-0" T-O" V-0" V-0" V-17 1'-W 3'-0" 6'6' 10'-0" 1'-0' 1'-0' 1'-0' 1'6' 5'-0' 6'-0' 0'-0' 1'-0' 2'-0' SIMPSON H2A TIE EACH RAFTER PERIMETER NAILING RzoNE PANEL FIELD Each Corner ALTERNATE TO 120 MPH CERTIFIED WINDOW PA TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT 4'PERIMETER ZONE NTS INSTALLATION MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT PANEL EDGE NAILING PLYWOOD PANEL WINDOW AND DOOR JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Tile PROTECTION FOR WOOD FRAMED BUILDINGS DEPTH 2' 3' 4' 5' 6%" 7' 8%2 11' 13" 2- 3- 4' 5' 612' 7" 8'/' 11' 13- 8. I I I I 2'-6" S-W 4'-W 5'-0' 8'-0" 2'-6" X-0" 4'-6' 6'-6' 7'-6" 1 g 2 MINIMUM DX6 OUTLOOKER 3',5 4' ' 5'-6' 6'-6' -0" Y-O' 4'-6' 5'-6' T-6' 8'-0" 2X6 BLOCKING 1'-6" 3'0' 4'-6' 5'-6" 8'-0' '6' 12'-0" Y-0' 4'-6' 6'-0" 8'-0' 10'-6' 11' 560 1'-0" 1'-0" 1'-6" 3'-6. 5'-6" 6'6 9'6 13'-6' V-0' T-0" 5'-014. " ter, " •• 560 1'-0' 1'-0' 1'-0' 1'-0" 2'6" 3'-6" T-0" 11'-0" 15'-0" 1'-0' 1'-0' 3'6" 5'6' 9'-0' 10'-0' 14'6' 16'-0' 18'-0' 1 1 1 I •�'� CK � +� RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. Ly w GABLE ENDWALL �� JC rte • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. o r . • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. SECTION A'A r- �o • FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND ( . HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. k, " • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD > 4 CONDITIONS OR HOLE CONFIGURATIONSUSE(LEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. # ~ Rake Overhang Limits - Outlookers . . Allowable Holes - TJIO Joists NOT TO SCALE = ASk Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Edurxtion Scale: 1/4" 1'-0' Condon Engineering, P.C. Law,Article 145,Section 7209,for any person unless acting under the direction of a liicensed Drawn by : JJ C 250 F a rm ve u Road Professional Engineer,Architect,or Land Surveyor,to atter any item in anyway.If an item bearing 1755 Sigsbee Road the seat of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck, New York Land Surveyor shall affix to the item his/her seal and the notation'Altered by followed by his/her Date : 10-3-2016 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 i Exercise Room loset Play Room Play Room � pb� 0 a OfficeID \V Mechanical Room e.04 R deep i � ro d r1'1 Cellar Plan Jut 21 ?_011 _ Scale: 1/4" = 1�-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 250 Fa rm ve u Road Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing 9 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck, New York Land Surveyor shall affix to the item his/her seal and the notation'Altered by followed by his/her Date : 7-11-2017 631 298-1986 signature and the date of such alterations,and a specific description of the alteration.