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HomeMy WebLinkAbout42119-Z Town of Southold 5/22/2019 P.O.Box 1179 �' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40402 Date: 5/22/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3915 Vanston Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-14-40 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/25/2017 pursuant to which Building Permit No. 42119 dated 11/6/2017 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to McCartney,Joseph&Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42119 06-25-2018 PLUMBERS CERTIFICATION DATED 04-10-2018 W10jam Greml u ho d Signature �u�Fncxc TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y 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#: 42119 Date: 11/6/2017 Permission is hereby granted to: McCartney, Joseph 162 Pine St Garden City, NY 11530 To: make alterations to an existing dwelling as applied for. At premises located at: 3915 Vanston Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-14-40 Pursuant to application dated 10/25/2017 and approved by the Building Inspector. To expire on 5/8/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $317.60 CO -ALTERATION TO DWELLING $50.00 Total: $367.60 ing n pector 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. - es- New sNew Construction:, X Old or Pre-existing Building: (check one) Location of Property: 31115 'VA N S-TO N R®- U—i C%1®G i F House No. Street Hamlet Owner or Owners of Property: _T®SE Pj4 NMN h1 C-CA trro F r( Suffolk County Tax Map No 1000, Section i 1 Block 14 Lot 04® Subdivision NA Filed Map. (\I,43- Lot: -WA Permit No. Date of Permit. Applicant: � T Q, V F_4 k_ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 5D phi t Signature pF SOU��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road c00 Fax(631)765-9502 P.O.Box 1179 Q roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 Q l�c4UNTV,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Mc Cartney Address: 3915 Vanston Road city:Cutchogue st: New York zip: 11935 Building Permit#: 42119 Section: 111 Block: 14 Lot: 40 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: New Lighting in Sitting Room, Up-grade Some Devices in Kitchen. Notes: Inspector Signature: Date: June 25, 2018 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Box 1179 >, Southold,NY 11971-0959 '•, .,;fi��.. BUILDING DEPARTMENT D TOWN OF SOUTHOLD D APR 1 0 2018 F��.T.._,.`'�"�1�...�•��,,,�,� i TOWN OF SOUTHOLD CERTIFICATION- - - ---- a i Date- ____. Building Permit No. Owner: - 1 (Pleaseprint) } 0Plumber (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ' I (Plumbers Signature)) � Sworn to before me this � day of f 1 l 20� Notary Public,J VXC-A Cpunty, CONNIE D.BUNCH ' Notary Public,State of New York j No.01 BU6185050 Qualified in Suffolk Counter 0 1 Commission Expires April 14,2 rjv so y O cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECION [ ] FOUNDATION 1ST [ TROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - NID DATE ?J INSPECTOR SO(/jh, �o� olo cou N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [%4/FOUNDATION 1ST [ ] ROUGH PLERG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1�, 9V1 DATE INSPECTOR �v� ` � o��pFSOUly�l � o H O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEG. [V/ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE ARKS: YI i vv, � i DATE j bI INSPECTOR y oF snuTyo H 0 0 m,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) Com - REMARKS: r V � Y h I'S OK/ v [ cAv cAyvNV)wtl-l- DATE,3/6-f & INSPECTOR 6 oF souls hod o� TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ `] FOUNDATION 1ST [ ] SOUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: rr-- . by✓ YomNA t 01;e ?/ A fj2 9 k/ DATE INSPECTOR V g 50U1�°!0 # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION" . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORg �� �o��OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ YfISULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS f ` Am v 'cwfr-► � �o✓ �8v1 w sift, S4 r VVI DATE I INSPECTOR 1 , OE SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 141 DATE INSPECTOR � Delfino Insulation c4 317 Burman Blvd,Calverton, NY 11933 lyl T 1 77 2019 CERTIFICATE OF INSULATION TOWN OFSOM19 JOB INFO: L&G Construction DATE OF INSTALLATION: 03/30/18 3915 Vanston Road Cutchogue, NY 11935 Attic Roofline 2 x 4 Exterior Walls TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑✓ CLOSED CELL FOAM 5" R-35 CLOSED CELL FOAM 3° R-21 ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE Ceilings Rim Joist TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE ❑ FIRE CAULKED TO CODE DATE OF INSTALATION: ❑ 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 conformance to applicable codes and standards and regulations. AL1146RIZED SIGNATURE • • • • �_ COMMENTS FOUNDATION (1ST) ------------------------------------- • �R r EM / /.' ► IJ LJ i I i . - INSULATIONILA- ROUGH FRAMING& PLUMBING . . 8TATE ENERGY CODE Owl At FAWN'S ADDITIONAL EOMMENTS Edt vi? 4TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 20 ® �,, S� Flood Permit Examined \� Single&Separate If Truss Identification Form OCT 2 5 2017 DStorm-water Assessment Form Contact: Approved 20 1111 11J1 a� Mail to: KE 0 L ®+l~StC�h� 6�SS®C �L�. Disapproved ri ® ZG JAS-MiNC LN . -SO Uro�i Ockj Phone: (051 -- x/33-0709 7 Expiration ,20 B—ullai-n-g-likspec APPLICATION FOR BUILDING PE Date 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. £Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature icant or name,if a corporation) 1265 _TA SM itA_ L-r l S L t-44, a ?I (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises .10 e ►�- A,9�Rl?-A MCC-AV l td y (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. NA AT Electricians License No. 'T'1 ME- Other Trade's License No. 1. Location of land on which proposed work will be done: 3919 MAS -;,dt,� R® Q.J:C_"0!wF House Number Street Hamlet County Tax Map No. 1000 Section I Block 19Lot OLIO `a Subdivision /\(i} Filed Map No. ill Lot 1\/A- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy I L�( b. Intended use and occupancy °L`I 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost ,Do 0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N Ar Number of dwelling units on each floor NA- If garage, number of cars NA 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. IQ A. 7. Dimensions of existing structures, if any:Front I y`y Rea 14 y Depfh`� ��a a� Height 14`-il" Number of Stories 1 -s`;F, '1{ I Dimensions of same structure with alterations or additions: Front W4 Rear Depth 20 -9" '�/ Height ILILI►" Number of Stories I-S i 8. Dimensions of entire new construction: Front G�% Rear 61 E Depth 32 ° Height CM 2S`-0" Number of Stories 2.-s-roQ►;..s 9. Size of lot: Front 1 °7, 'I Rear h 59 I Depth �� I 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated Cu—, «1;3�t3 rm- 12.Does proposed construction violate any zoning law, ordinance or regulation? YES NO ,X 13. Will lot be re-graded? YES NQ X Will excess fill be removed from premises?YES NO x .TOI✓' � B AI;sARA 14.Names of Owner of premises N c C A,@g N F y Address Phone No. S166-311- x(31 b Name of Architect_I<S%4L bEs(yft kssar- IAc- Address Z5,T Mm°wE L-m Phone No 631 ` y33-q0 'I Name of Contractor Address 0'0" 14Y Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO �< * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ;5%-P�`4) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A q:Pj—, (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 y` thi day of b(` 6 20iaCW 0-� L-4 V A j TRACEY L. DWYER /�)kc Ao// Notary Publi Y PUBLIC,STATE OF NEW YORKNO.01 DW6306900 ature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2-QL6 P I E KV INTI SO.I.-dDNS # INUO i ('M@lnall.Iol juawlJndaCl SulJaawSug of p.)mm.ioj) •pa.nnba-g si Heid IoJIuo3 luawAMPIN.IDIVAluJJOIS •pa.iinba,d ION Held lo.iluOD IMMSPUN.'@IL'mw.'OIS ' IIwJad Suipl►ng Suissaao.id.ioj pano.iddV `�� n 6 — — — — — — — — — — — — :jjoM uollanllsuoO jo uollaao3 ssa.Ippd Ila o.td :aIEQ P — :fig pa tialna}I ]L(S— — — — — — — — — — — — — ,p�O b`S Zli 17-9 'u'ruLIO)ul 13LIUOD *** * ,k INO 3Sf1.LN3Y�I.LUWK ONICITA8 HO.4**** () L� " 101 1301EI ❑oiloas 0 Ad) I311Ist4IJagap'1OI3eIIuO�`Iua;3V'Isuocssa;OldUflsa4'laump,Qaadoid) 'INVJI1ddV also 0001 # 'Y�i'.L'O'S not;Batiddd jWuad RMplmg moi iRVA luouipWaa Mgplmg aql of tuaod lsi7 xaaq�p IaIdTuoa B pue mid Iorluo,3 Iuau><DSLOURN 101MA uuolS s jo saldoa oAkjL Ipugns asuald lakoqu aql jo aaoiu so auo of SU paaae&sus no,S J1 •laafoid mol.of l.lddu lou scop 9EZ aaldmgj ;.ioqumN&W xsZ l.lunoa g aIBQ `uoquuuojuj Ias}uoj amjvu2jS `ouvaN moi gllm,&olaq uollaos lusallddd aqI alalduioj i dOZS `aeoga suollsanb aql to Iln of ON paaamsuv noA jj �C 'saou j.Ins snoln.tadwi jo IuauzaaPIda.I pull-ul sapnloui ILsodo.id aqj pine umol, aqj Aq paniaoa.I sl?m UL)-id IOJIuOD juatu@fLlUPW JQJUmt1.101S U Jo IVAo.iddu .tot id ssalun `a.IoLu .Io 1@@j ojmbs 000`i jo saol;j.ms snoln.zadwi paol?j.Insa.I .Io mau jo uoijullvisul ',4 ®� •as.inoo.Iall?m Aup jo &W WUI,j uo paloidap sp uiuldpool.l .Il?@A-pajpunq-auo aqj uigltm uoijujudaid a11S • oiP p.Iuzpq uolsoJa II?lsl?oo jo j.1nIq `4oI-q°•`spu>Lli.am jo 13aj 001 uitllim uoijujuda.id ojjS 'Cl E]E] •aouulsip I�Juozi.Iog jo Jaa j 001 01 DSIJ l>?311.Ian Iaaj 01 paaoxa golg3A' sodols uo uoiju-iPda.Id ajiS 'D [DE] •l?a-il? snonfilpoo Aup .Io loond Auu uiqlim IuinjuLu jo sp ieA oigno OOZ mqj a.IoLu fulnlonui .SuitlIJ 10 u011PAPox] 'g ©E] •aoujjns puno.iB jo laa j a.iunbs 000`5 u>Lgl a.zow s; oa j jl? goigm puL)l jo Buiddi.ils .Io Suippif `fuiggnsS `Sui.Ipal:) •V oN sa,� (,klddV 1VH1 11V )I33HJ) •ONMiO"I 0A RHI 40 XNV RA'l[OANX .)(.O=Uc l SIHI SROU ( .LNVDllddd 3HI kS Q313ldWOD 39 01 ) lHHHS XHOM lN2[W9'9VNNW H211V OiS - 9£z x21ldVH3 ppotgnosfo umo� a� T� IL6II )MOA MaN'Q'IOHJnOS-PYa2i u!PW S60ES z Q 6LII XOfl'O'd-11VH NMOL(11OHMOS JL NI3ME119V1�I\VIKI x®smusclas jjassnZj •V .loos Town Hall Annex 7f' ( Telephone(631)765-1802 54375 Main Road rOgerchet OWn7 P.O.Box 1179 aa ny us SouthbK NY 11971-0959 BUILDING DEPART1VI1 W TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL. INSPECTION K REQUESTED BY: Date: 1 t Company Name: O Name: -� License No.: Address: 11061V q� Phone No.: . Lp(qg JOBSITE INFORMATION: (`Indicates required info rma 'on) *Name: *Address: t N)y *Cross Street: )AQ dow MQrh Lxkl(l0 *Phone No.: (s1 q �pc Permit No.: Ha w a ; - Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) le (Please Circle All That Apply) *Is job ready for inspection: C�_No o v F'nal *Doyou need a Temp Certificate: YES Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *blew Service: Re-connect- Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Town Hall Annex 'r��� Telephone(631)765-1802 54375 Main Road �3 -� r Fax(631)765-9502 P.O. Box 1179 Z= Southold, NY 11971-0959 ^' s 4,� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE'CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 10-20- )r'? Owner: +SSP14- Al-%3 , -3AR6,A QA Mc tea p= ay F— Location of Property: 39J,'S— VAMS—0 4 Rte Cymaa4uF-- Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure _t Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) �C Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: "8AD 61 Name (person submitting this form): _2P-CiT AN, J<6i4L Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 1 \ 5X � �tib` N a vd A F� 0, \ ��� �f --•�. o , k ro of 0 i z Bence _ r f°rmerly 0 o fo 0( ' q�2 �0 9 SURVEY FOR 36 7, sU"OIx COUNTY HEALTH DEPART ROBERT LEHNERT 2 2 JW H. D. RYF. AT NASSAU PO/NT DATE: JAN. 6, 19,83 The sewaso disposal and water suppip 7OWN OF SOUTHOLD SCALE= ! = 30� facilities for this location have been SUFFOLK COUNTY, NEW YORK No. 82-822 inspected by this M *Wpartment and found +� " UTHORIZED ALTERATION OR ADDITION TO THIS to be satisfacto Q ') j � � S RVEY IS A VIOLATION OF SECTION 7205 OF THE NEW YORK STATE EDUCATION LAWS, *COPIES OF THIS SURVEY NOT BEARING THE LAND p!' IVF 1 of General Engineering SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY f� - Servduos *GUARANTEES INDICATED HEREON SMALL RUN ONLY TO �Rl) W HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED - AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- *NEAREST W SIAIN—MI. *SOURCE OF WATER= PIIIMTE..._PUBLIC_ MENTAL AGENCY AND LENDING INSTITUTION LISTED *SUFE CQ TA*MAP 01ST L SECTION III B=K,�LOT 040 HEREON,AND TO THE ASSIGNEES OF THE LENDING :THERE ARE NO DWELLIPWS WITHIN IOO FEET OF THIS PROPERTY INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE t• w OTHER THAN THOSE SHOWN HEREON. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT N THE WATER SUPPLY AND SEWAsiE DISMAL SYSTEM FOR THIS RESIDENCE OWNERS *DISTANCES SHOWN HEREON FROM PROPERTY LINES WILL CONFORM TO THE STANOAROS OF THE SUFFOLK �OUNTY DEPARTMENT TO EXISTING STRUCTURES ARE FOR A SPECIFIC �,:� OF HEALTH SERVICES, PURPOSE AND ARE NOT TO BE USED TO ESTABLISH / �'= APPLICANT PROPERTY LINES OR FOR THE ERECTION OF FENCESI ADDRESS � ,t. S NDER t NUE TEL. YOUNG Y Ri 11{Yl�ttD,NEW,'VORK NOTE • ■ = MONUMENT O = PIPE- :WE " ALDEN W.YOUNG PROFESSION �$'I'NREAERTD "AMENDEDMAPA'OFNASS4UP0lv rF/LED!NrHF0,cFICEA=THECLERK OF SUFFOLK COUNTY "'DNO.156ANO LAND SURVEYOR N.Y_S.E!aoWAQn W_YauNr,_ I ANh slip GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION r'rA .ASA ' '' '� % i' `�% ir_-' i• r C 0 N T R A C T 0 R N 0 T E S General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. /� � �I � � H�� ;/,• GENERAL NOTES: Wood: ✓i 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: �j�., ��r T� 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY ARFK _A OF THE BUILDING ARE TO BE STORED IN EHLDESIGN ASSOCIATES it,C INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, E3- LOCKED AREA. residential & commercial design . consulting 2. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone; (631)433 9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Soufhold,MJewYork 11971 E-Mail:phone: f433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. p 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION5. Erect and brace trusses in accordance to truss plate institute recommendations. N OF ANY PART OF THE WORK ALL FLAMMABLEMATERIALSTO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. IKehlDesign Associates,LLC aformerlyDAKAssociates,ILC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSEC CONDUITS. 1111 /7/F//moi%ice/i /��/ 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5 b. Plywood sheathing shall be continuous over two or more sans with rain of face I s across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Y 9 P 9 P Y Pp CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGbe N OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed LLC. No part thereof shall ec copied„ disclosed to others or used in connection with any work or project other than for which 6• A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED T(' THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING; AREA BY MEANS OF TEMPORARY PARTITIONS OR 7 E = 1 ,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. FID - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE 3UILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. f,.P P 310VF0 f4 3 'N!(,71 E:tD THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): DIATE- D R p*46:29EE 9 E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI FEE: ��1%1E,,','T DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. FID = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO SPM, MONDAY TO FRIDAY, MOTIF' E3UILul^!G i."',^ AT �_ 10. B. EXCEPT LEGAL HOLIDAYS. 755-1802 i3/,M TO .t t Ali FOR THE ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE 11 . CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. FOLL°''NING INSPECTIONS: ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 1 FOI'":D�tTIONd - T4^1O REQUIRED OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. FOR POURED CO('ICRETE WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 2.. ROUGH - FRAMING & PLUMBING 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. 3., INSULATION THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO 4.. FINAL - CONCTR?JCTIONI MUST RESOLUTION. CONSTRUCTION MEANS METHODS TECHNIQUES SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS E COMPLETE n r c C.O. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM 6 SPECIAL SAFETY NOTES � l u , O,, 1 3. ALL CONSTRUCTTIONIl SHALL 1,",EET THE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE REQUIRE-IAIENTS OF THE CODES OF!'°E"' �v HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE YORK STATE. I RESPONSIBLE FOf1 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 01ESIGN OR CONSTRUCTION ERROf1S,THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTC ES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY I-OR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: t THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFELY CONDITIONS FOR LIFE AND PROPERTY AS ARE RETAIN STORM%%'ATER RON,OFF TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LL.C. HARMLESS FROM ANY CLAIM, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY PURSUANT TO CHAPTER 236 LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR 'THE INJURY OR ECONOMIC LOSS OR OWTIME NER. THE BEGINNING OFBE UNSAFE, HE DWORK SHSTOP ALL INDICATE SATISFACTION ELY AND I WITH COADIT ONSFY THE GENERAL CAND ACCEPTANCE LOFET ESE SIGN SEQUIREMEN S. OF THE TOS" N CODE. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS ,AGREEMENT. NOT FOR 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON IAONOXIDE DETECTORS CONSTRUCTION SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RE._,iDENTIAL CODE C�+O+ UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY _- 25 lbs/sgft 130 (mph) C SEVERE 3'-0" 111,JDERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNA;-';NAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VE! 71LATION REQUIREMENTS. TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, PRESCRIPTIVE DESIGN AND MINIMU:o CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATION, RESIDENTIAL CODE _ - - - _ UPDATED WITH THE 2016 UNIFORM CODE SUPF. _MENT OCCUPAN(,Y OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 1NTERNA''ONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(S) 25. RESIDENTIAL ONE - r-,Nr) - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND R'-SCUE REQUIREMENTS. 1609.1.2 PROTECTION OF OPENINGS ` `� " °r: ; USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL EBE IMPACT RESISTANT ? -r •t�;r t Iwo OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS i. j, k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 19916 AND ASTM 1886 UNINHABITABLE ATTICS WITH L'MITED STORAGE i - a nfe.p a RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: , . Ci'_ ,., ��..„.. TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDI,IL`_ OF CHAPTER 23 OF THE 2015 INTERNATIONAL 4rI 9 : .fl t ,m1✓'�€ IY 1t[ L- REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ;, e.rC�P TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E 11996. V B ALL OTHER AREAS 40 EXCEPTION: NO SUBSTITUTIONS 0 STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7�46 INCH (11.1mm) AND All framing hardware shown On these plans, : ,`�u''".� �:�:�� PROJECT:: HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING ;r< r - ` y PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR unless otherwise indicated, is Simpson Strong-Tie. , i ;L'�1cep ,, ,r- HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mmz, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL NO substitutions are approved or authorized. 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE S Jr HEIGHT. BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Due to the relationships of framing hardware t0 c; �, P ,.,.E,�-,�; k le if THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED - -- -.�._..n:w • ..!_� ,.,. .----=- ,711 PLANE To THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO the other components of the structure, any framing - UNLIMITED AREA RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH - - ■ THE HIGHEST ROOF SURFACE 4.5 INCHES. hardware substitutions WIH render these plans 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE =16' INTER" AS PER SECTION R202 AS PER TABLE 506.2 PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED null and void, and WIII result in the installer/contractor le s d le cu OF THE INTERNATIONAL RESIDENTIAL CODE I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT •• • •- �•== UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE assuming responsibility for the design and INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH performance of the entire system. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED 315 VANSTON ROAD, TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE 24'-4Y4" J. FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT TOTAL HEIGHT FROM RIDGE TO GRADE 24'-� J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CUTCHOGUE NEW YORK THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR 7 MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY ll, III OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOW'!NG STANDARDS ARE PERMITTED SUBJECT TO THE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE EN,:71NEERED DESIGN IS USED IN CONJUNCTION WITH SCTM # 1000 - 111 - 14 - 040 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAI.. BUILDING CODE, BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 wcHL'S 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-23.J) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTIIRES (ICC400) DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) AREAS OF STRUCTURENOTES: THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE THESE PLAN'S ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- FIELD CONDITDONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR FIRST FLOOR RENOVATION ADDITION AREA 191 sq. ft. INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, NEW SECOND FLOOR NA OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: INCH EMBEDMENT LENGTH NEW BALCONY NA March 24, 2017 Ya INCH DIAMETER LAGSCREW- r1F NEi4i LOFT NA BASED ANCHOR WITH 2 16 12 9 �� �O PROJECT NO: ATTIC (HOUSE)(a) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH (C)COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. � p� °' ��R,���_ 1009-201 7 ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. au_ FLOOR PLANS AND ELEVATIONS ARE PROTECTED 0�' ,� ` „ 9, * DRAWN BY: GARAGE NA UNDER FEDERAL COPYRIGHT LAW. m ,.,:, -, NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT BDK ATTIC (GARAGE)(a) FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m s -sem W CHECKED BY: OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 p p / Bolvus ROOM NA IVRITTEN AUTHORIZATION, � � - INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. a. This table is based on 140 mph wind speed and a 45-foot mean roof height. .«, o+> 2� SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 2� SUNROOM NA F` Ug1Y,118 SHEET NUMBER: b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. O k. NEW DECK NA Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AR�FESSiONP� COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTENG, 1 COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located FROOF OF PURCHASE. ' POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of these drawings does not authorize the right to build without using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds. cf Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. © KEHGD)B,SIGN•ASSOCIATES,u.c (b) WITH STORAGE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION / /� / / / USE A MINIMUM OF // / �/ / / NAILS THIS DOE OF TRUSS. MTS 2 0 L TS 2 0 PROVIDE (1) HCA10KT ON FASTENERS ALLOWABLE LOADS 2 LOAD LATERAL WITH TOTAL FOUR /• ® o AND ON SIDE NOFJRAFTER MODEL GA UPLIFT UPLIFT (133/160) 8dx1JI" CODE 8d NAILS AV, NO. TO TO TO AVG NAILS REF. INTO TRUSS. RAFTERS ULT. ( --- / PLATES STUDS (133) (160) F F2 133& — STU TRUSS G NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE-UP WASHER ==- KEHLDESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES % residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 e DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTR"x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS c PO,BOX 1,New phone: (631J 433 9084 AVG INTO o � ° ° •° o Southold, 11971 E-Mail: ssbn654Qopfonline.nef MODEL GA ULT. LFTA LFTA NO. WIDTHSPAN L QTY DIA 1�" 2" 2�" 3" 3}" 1}" 2" 21" 3^ 3 „ REF. PLATES °mo EIGHT S P 4 Kehl Design Associates,LLC o formedy D A K Associates,LLC 8d NAILS LFTA 16 2J" 17" 38�"16-10d — 4200 1205 1400 S, 44, 85 INTO sruD OWNERSHIP & USE OF DOCUMENTS: ° S2 ALLOWABLE UPLIFT LOADS a DOUG—FIR LARCH / S0. PINE FASTENER ° These drawings and specifications including the °o MODEL L AVG 10d 10d x 1i" CODE NO. ULT. [(133 / 160) (133) (1so) Ideas, design and arrangements represented REF. LFTA LSTA21 therein, are the property of KEHL DESIGN 10d 10d x 1}" ASSOCIATES, LLC. No part thereof shall be Simpson Strong—Tie copied, disclosed to others or used in connection MT516 18 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 HGA10 with any work or project other than for which o MTS20 20 14-10d 14-10d x Ili" 3116 1000 840 1000 3, 41, 128 DETAIL "K„ they have been prepared without written consent. ARTJ^x12 °o LST20 20 12-1Od 12-10d x 112" 2383 775 720 720 3, 41 CUP COOUPLER NUT DETAIL "E'► °° STU 8 OO FARCH SO. PINECODE specified pna Is number oin °° T KPSO P WASHER TYPE OF DIRECTION ALLOWABLE LOADS REF, MODEL CONNEC— OF LOAD FLOOR ROOF (133/ each end Simpson Strong-Tie NO. (100) (125) 160 G 515 645 670 CS16 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H11 H 515 645 670 MATERIAL DIMENSIOINS FASTENERS ALLOWABLE TENSION LOAD S1.7.1(DF/SP) (133) HOLDOWN HOLDOWN ART8"x12 DEFLECTION DEFLECTION CODE UD MODEL MATU ST CHINE LENGTH OF BOLT 2,a AT HIGHEST AVG AT HIGHEST REF. NO. BASE BODY o ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE LOAD DESIGN GA GA HB SB W H B SO CL DIA5•° DESIGN THE SIRAISED L I EDTOFF ° pI QTY DIA 1�' 2" 2�" 3" 3�' 52 LOAD a HD2A 16 12 41%" 2J" 2J" 8" 2t ' J" 1tG" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° Q O MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG y� L STUD PLATE ULT. (133)2 DF / SP (160) RODE SP4 3A" 7J" —10d x 11" 2917 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA yy L NAILS 1O R (133) (160) REF. °o WORK NOTES: LSTA21 20 11" 1 21 _____16-10d 905 1 1205 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA W L NAILS (100) (133) ( REF. 160) 100 NO. Simpson Strong-Tie STU g"- MSTA24 18 11" 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE-UP WASHER L SPACING REF. HD2A NOTFOR NO. (LENGTH ESD GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Hi6pson Strong—Tie CS16 150' 1 14" 16 1 CLEAR SPAN +31" 28-11d1235 1650 2A" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIN. DOUG—FIR AR H . PIN ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d UILT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CERTIFIED BY A LUS46 18 3A"_ 41" 2 — 4-16d 4-16d 6076 1140 1160 1000 — 1150 — 1250 71 40, 127 DETAIL "I" COUP HUS210-2 14 _3j" 9{� 2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL DOUG—FIR AR H PINE ALLOWABLE LOADS ART 'x12 STU 8" FASTENERS UPLIFT LATERAL CODE SIMPSON TAKE-UP WASHER ENGINEER MODEL AVG UPLIFT (133/160) REF. NO, GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4_SDS}"x14—SDSJ"x3" 11523 435 1 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW— .� SIDE OF TRUSS. COUPLER NUT S P 4 TOTAL FOUR /. ° SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS MTS16 STU '— • ANCHOR BOLTS INTO TRUSS. SIDE OF TRUSS. MTS16 LSTA21 SIMPSON �• ' HD2A TAKE—UP Strong-Tie TOTAL FOUR TAKE—UP WASHER 8d NAILS INTO TRUSS. LSTA21 PROJECT: HUS210-2 CAVh1 It AF TWO °I o F1 k;C2, rt h y 8 AILS i TO Residenkice PLATES TWO •I o i 8d NAILS 8d NAILS INTO INTODETAIL "A" STUD Simpson Strong—Tie PLATES °0° H7 EIGHT-" ® DETAIL "D" DETAIL "G" DETAIL 3915 VANSTON ROAD INTO 'o, STUD Si pson Strong—Tie Simpson Strong—Tie DETAIL "L" CUTCHOGUE, NEW YORK LFTA ROD SYSTEM LFTA LFTANO SUBSTITUTIONS SCTM # 1000 - 111 - 14 - 040 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridg e Stra PP 9 in All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie. BP LSTA310 No substitutions are approved or authorized. DRAWING TITLE: RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 Due to the relationships of framing hardware to the other components of the structure an framin �+ 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. P g p y g SIMPSON WINDLOAD 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer contractor V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. assuming responsibility for the design and performance of the entire system. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 10' DIA, = 68.4 cu.ft. per vertical ft. STRONG - TIE DETAILS & HOT TUB DRAINAGE LTP4 ROOF AREA = 1953 sq/ft CALCULATIONS I ' LTP4 V = AXRxc LTP4 A = 715 sq/ft NOTES: ��C R = 2RAINFALL = .17 ft " THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL i� C = COEFF. = 1.0 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong—Tie V = 715 X 1 X .166667 = 119.17 C.f. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor—to—Floor Connections DESIGN PIROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 119.17 / 42.25 VERTICAL FT. / FT - 2.82 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT USE (1) 8' DIA. POOL 3'-0" DEEP - 3 V,F. Ridge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. OR Detail SEAL: DATE: 119.17 / 22.3 VERTICAL FT. / FT = 5.34 V,F. SOF-NEWy March 24, 2017 LTP4 DETAIL "B" . POOL 3 u P� O PROJECT NO: USE (2) 6 DIA ' DEEP = 6 V.F. �'� gC 8, LTP4 � . '��� 1009-2017 Simpson Strong-Tie POOLS TO BE PLACED ON OPPOSITE SIDE OF y DRAWN BY: DRAINAGE FOR HOT TUB: Floor-to-Floor Connections HOUSE AND/OR LEADERS TO BE PIPED TO 4 BDK W CHECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH � HOT TUB CAP'ACITY IS 375 GALLONS PROVIDE 1 6' DIA. X 4' DEEP DRYWELL DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC � � sF� 081,"gg CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). FOR HOT TUB OR INCREASE THE DEPTH OF THE GUTTER DRYWELL BY 4 THAT IS ,oRO�Es J1ONP��I. SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE THE CLOSEST TO THE HOT TUB AND CONNECT TO HOT TUB AND GUTTERS. LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH �� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA 6' DIA. X 4' DEPTH = DRY WELL CAPACITY OF 688 GALLONS 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) WHERE TRAFFIC IS TO BE PRESENT, /04P //-7- DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING — IF MULTIPLE POOL SYSTEMS ARE USED PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) ON EACH SIDE OF THE HOUSE, THEN JAMES J DEERKOSKI PE © gEH17DESIGN•ASSOCIATES, ac 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) THEY ARE TO BE CROSS-CONNECTED n %/�'�.-/' //>✓,i .//jji •/ , OR ;;,. . .� 9 Y LVL Headers Above 9 Y LVL Headers Above PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE i /,////�,l�i% r%//rte,!/ j all Windows and Doors all Windows and Doors N1102.1.2 R402.1.2 Insulation and Fenestration Criteria '%Wim — f Unless Otherwise Noted ( ) Unless Otherwise Noted The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone Insure All Solid Blocking is Insure All Solid Blockingspecified / pecified in section N1101.7 Installed in All TJI Floor Joists Installed in All TJI Floor Joists N1102.1.2 (8402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa as Per Manufactories Specs. KEHL DESIGN ASSOCIATES � P as Per Manufactories SpeCS. CLIMATE FENESTRATION SKYUGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTc SLAB d CRAWL residential & commercial design . consulting ZONE U-FACTOR bD U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE c A SHGC b,e R-VALUE R-VALUES R-VALUE &DEPTH R-VALUE 301 4 EXCEPT P0.Boz 1615 phone: (631)433-9084 ' MARINE 0.35 0.55 0.40 49 20 OR 13+5 h 8/13 19 10/13 10,2ft 10/13 Southold,New York 11911 E-Mal: ssbn654@optonrine.net Existing 2 x 10" @ 16"oc. Existing 2 x 10" @ 16"oc. ' Existing 2 x 10" @ 16"oc. For SI: = 1 foot = 304.8 mm KeNDesign Associates,LLC OforrneAyDAKAssociates,LLC 14'-4 a. R—values are minimums. U—factors and SHGC are maximums. When insulation is installed in a cavity which is less OWNERSHIP & USE OF DOCUMLNTS: " than the label or design thickness of the insulation, the installed R—value of the insulation shall not be less than the i R—value specified in the table. These drawings and specifications including the ideas, design and arrangements represented Existing Existing- b. The fenestration U—factor column excludes skylights. The SHGC column applies to all lazed fenestration. therein, are the_� Existinco g —� EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where ASSOCIATES LLC. No port thereof DESIGN albe Basement Garage Garage the SHGC for such skylights does not exceed 0.30. � �' copied, disclosed to others or used in connection withanywork or project other than for which E2 c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the they have been prepared without written consent. mil interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. REV: Existing 2 x 10" @ 16"oc. Existing 2 x 10" @ 16"oc. Existing 2 x 10" @ 16"oc. d. R-5 shall be added to the required slab edge R—values for heated slabs. Insulation depth shall be the depth of the footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. Existin Basement EEXIStin EXIStIrI m Existinge. There are no SHGC requirements in the Marine Zone. Garage f. Basement wall insulation is not required in warm—humid locations as defined by Figure N1110.10 and Table N1101.10 Basement Garage g. Or insulation sufficient to fill the framing cavity, R-19 minimum. E h, The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation plus R-5 continuous insulation. Provide Access To Crawl Space Match Existing Existing 2 x 10" @ 16"oc. i Existing 2 x 10" @ 16"oc. Existing 2 x 10" @ 16"oc. i. The second R—value applies when more than half the insulation is on the interior of the mass wall. 32"x32" Floor Height ' DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL Match Existing T1 o CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Foundation LU EXIStin `� Existing, AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE Verify with Owner EXIStIrI S LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Existing Basement Garage N Garage THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. Slab Area ; " Converted To 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Ix x l 3 New Crawl Space 3 Existing 2 x 10" @ 16"m Existing 2 x 10" @ 16"oc. Existing 2 x 10" @ 16"oc. 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — WORK (NOTES: Z Z PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) I _ I � 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) New Foundation Existing Basement . 14'-8" NOT FOR CONSTRUCTION AUSE UNLESS A FOUNDATION PLAN 301 CERTIFIED BY 301 SCALE: 1/4"= V-O" PROFESSIONAL ENGINEER 14'-4" —10" 3'-9" 9 %" LVL Headers Above all Windows and Doors N Unless Otherwise Noted Replace Existing Unit Replace Existing Unit IL Insure All Solid BlockingIS with a New TW2842 with a New TW2842 (V.LF. w /owner ) (V.I.F. w /owner) Installed in All TJI Floor Joists Dining as Per Manufactories Specs. 4 —8" 4'-8° —8 Room PROJECT: E E 0 4 LF Existing Roof System x McCcoa 111111 11: side .n.ce 5 New e 3Y"x14" LVL Ride Beam 3915 VANSTON ROAD, co Fa Room ���, CUTCHOGUE, NEW YORK 4' l�V SCTM # 1000 - 111 - 14 - 040 New Roof System 4" s DRAWING TITLE: m 0 o 0 Kitchen FOUNDATION PLAN o = 3 00 NOTES: Z� THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 3r23r2 x 0, Continuous LVL Header 00 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL New 3" New 3" New 3" New 00. 1 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Y� TW30410 SM. TW30410 SM. TW30410 SM. TW30410 Li DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 3 0 0 _ Z _ SEAL: DATE: LZ March 24, 2017 N V2"x9%" LVL Header 0F NBw PROJECT NO: yO w A New FWC60611 New CN235 CO�P p.� p, E3,1R ,� 1009-2017 301 Verify w /owner �� �. �A9 DRAWN BY: BDK 7'-2., 7,-2,. CHECKED BY: © COPYRIGHT 2011 KEHL DESIGN ASSOCIATES LLC. ALL FLOOR PLANS AND ELEVATIONS ARE � "` �� SHEET NUMBER: 14'-4" 17' PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT `rFp � 9 y" LVL Headers Above WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �9YOFF_SS1oNA� Al 01 all Windows and Doors KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Unless Otherwise Noted FIRST FLOOR PLAN PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. Insure All Solid Blockingis DOB NUMBER: OF SCALE:1/4"= 1'-0" Acceptance of these drawings does not authorize the right to build without the authorization Installed in All TJI Floor Joists of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building as Per Manufactories Specs. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEM-(DESIGN"ASSOCIATES,ac agencies prior to construction. III IIIIII ❑J�LI LJ1J1ll_I1J LJ LUJLLLUJ 1JLU❑LU�I_U�I USI U i U i LI LLLLLLULtL1 I I I I L I III I LLLLJ 1LLL LTJ I U LffJUL JLi--LU I ILL-Ldd ILdll-I LLL❑ ❑ ❑J L I IIIIII L II KEHL DESIGN ASSOCIATES i.LC iLLLLU1UfL1 1 J J L[ HL LI 1 J-residential & commercial design . consulttng U l l l l l 1LJ ❑ LU LJl LU LT1 L I L I L❑ L ❑ ❑ I I I L I I I I I L'LLL I I I III l l II�L❑ l❑ I _I �LI� J L11LU 1LLLU�LLLU l L LL❑llLU I L I I I I I I III 1 LI_ ILLI PO.Boz 1675 phone: (631)433.9484 Southold,New York 11971 E-Mail: ssbn6U@optonim.net ! I I IV I I I L-LI I I I_LL OWNERSHIP & USE OF DOCUMENTS: IM"Ll These drawings and specifications including the ideas, design and arrangements represented _ I-1L 1L therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be I copied, disclosed to others or used in connection with any work or project other than for which I -��-� they Ihave been prepared without written consent. LTJ ILJI I❑ II ILI II I��I IIII II III ! I II II L I I ! �LflLL-Li�- U 11 �❑ I IJ LU ❑1J LI LIl I SLI �L �� �\ -- �. ALILILIL REV: L��LIl It II H U 11 11111 1 11 Jill ��Lu U ❑❑ - 00 ❑ ❑ ❑ ❑ JLTL ❑ ❑1: iuL-LLLiu ILLULil T282 T28 IIL T 2 6 6 T J2 6 6 - T 2 6 6 111 L-1 LiLLLLL ED Ll F=ELEL Bull Ji ILII ILL ISI ISL II I IIIIII LI- 1 11 1 IL [EMI YYYYY LU WORK NOTES: ULLU FRONT ELEVATION- ❑ IlL SCALE: 1/4"= 1'-0" AA NOT FOR T 28 2 T❑I CONSTRUCTION USE UNLESS CERTIFIED BY A l I I�Lu I�I I I 111 III I I I I I I L❑LJ L�1 U U I�L ❑1L -==_—__ LLL_1 PROFESSIONAL ENGINEER RIGHT ELEVATION_ SCALE: 1/4"= 1'-0" I PROJECT: a 19 AV IUL D LI LL I I�Lu u I u❑�ul c CS le 411 Resideince 3915 VANSTON ROAD, �_I �'I CUTCHOGUE, NEW YORK u ❑�U ❑uLJT� SOTM # 1000 - 111 - 14 - 040 LL-L� I DRAWING TITLE: 1 I ELEVATIONS AS NOTED Lin LL11L1L _ ju- LiLtLLIIII LIII LL" NOTES: LILLL —L-LLL i- ii-1-EIli THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 5or ULL I L ❑ ❑� PROSECUTIED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL N. W 1 5 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LLL I I DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN R 0 (y UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT T 3 41 * T 3 41 3 41 ' W 3 4 )* T 2 6 6 T 2 6 6 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 11 SEAL: DATE: LL March 24, 2017 of NEW PROJECT NO: u. B �� 1009-2017 © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. RAWN BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED * BDK UNDER FEDERAL COPYRIGHT LAW. a HECKED BY: PLANS MAY NOT BE REPRODUCED WITHOUT 1�u WRITTEN AUTHORIZATION. 2`rc�01 REAR ELEVATION ALL PLANS AND DESIGNS pF�nr�186sSSiONP����� SHEET NUMBER: ARE THE SOLE PROPERTY OF RO KEHL DESIGN ASSOCIATES, LLC. A201 SCALE: 1/4"= 1'-0" THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN /0/-Z � PROOF OF PURCHASE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ®KEEBL-DESIGN•ASSOCIAIES,ar agencies prior to construction. 9 % LUL Headers Above 2 9 %" LVL Headers Above all Windows and Doors all Windows and Doors Unless Otherwise Noted Unless Otherwise Noted Insure All Solid Blocking is Insure All Solid Blocking is KEHL DESIGN ASSOCIATES LLC Installed in All TJI Floor Joists Installed in All TJI Floor Joists residential & commercialdesign . consuiflng as Per Manufactories Specs. as Per Manufactories Specs. P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbri"optonline,net KeN Design Associates,LLC o forrnerfy D A K Associates,LLC JWNEkSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. _1HL NOT FOR New 3%"x14" EUE CONSTRUCTION Ridge Beam USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER . , L ew 2 , Closed Cell Spray FoQm afters @ 1 1 Total R Value = R49 6 oc, 0� WORK NOTES: in 2 x�' 1 �Tcc­ . T __W �xistin V,2 x 10" @ 16"0 ' -fi LE 3)/2%9 " LVL Dropped Header / New Dbl 2x6 Top Plate Match Existing New (2)14"x9%" LUL Header Floor Height New 26"Studs @ 16" oc. —I00 New CDX E:,�terior Sheathin - Y2 I� T 28 2 i Ne,,, R-21 Insulation New 8" CDX Subfloor New, Y2 Sheefrock Match existing height o Match new floor height and existing 2684 PL b the thickness of the ACQ � I FIII In Existing Window Solid Blockingy varying y g and Match All Existing plate on the foundation. 2x6 Shoe Secs 3 1 p PROJECT: New 14 x9/ LVL Box Bm. Existing 2 x 10" @ 16"0 . Exiting 2 x 10" @ 16"o i " x 9/14 LUL FlooistsC ay W8x18 Steel Beam 11314 PLF @ L/360 Grade i '�--New R-19 Insulation (2)2x4 ACQ SillsSa C %" Anchors epoxied I Brick Ledge or into foundation with Poured Conc, 39115 VANSTON ROAD, Simpson High 5 CUTCHOGUE, NEIN YORK Strength Epoxy �- /"x18" Anchor Bolts @32"oc. Cement at 32" oc. New 8" Poured Conc. Foundation SCTM # 1000 - 111 - 14 - 040 3%" Dia. steel column on 2'x2'x1' cone. footing. to be Pinned to Existing Foundation — 71„ / 6 Mil Poly Vapor with #5 pins @ 2'-0" oc. DRAWING TITLE: Barrier. Damp Proofing L - 2" c. Slab " " CROSS SECTION p 16"x 8 Conc. ftg. Min. 3 -0 below Final Grade. NOTE: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Remove Slab In Sunroom Area DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE and Excavate t o t o O f FOO t I n PROSECUTED 10 THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL p g FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE » DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR Provide 2 PC. Slab In Crawl Space UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: March 24, 2017 OF NEW yO PROJECT NO: 'CP O B ,Q 1009-2017 CO �'Q,Q DRAWN BY: SCALE. 1/4" — V-011 CHECKED BDK DESIGN CRITERIA AND CONISTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL n NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 4 COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE �Z ��" SHEET NUMBER: ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUTA D8lp,r,� �r�0 ARE TO HAVE 3"x3 BASE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF RQFEA301 PLATES TO BE USED AS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WASHERS. (SIMPSON) 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONALDOB NUMBER: OF NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Departments DEC FEMA etc. Verify all conditions codes, and requirements with such EACH END OR SIDE OF HOUSE .© D•A•L �OQA1ES,nc NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTIONT 0 R N 0 T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL -�� _ J',I B CO 11T R A C General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. j" i` - /": Wood: GENERAL NOTES: FIRE SAFETY: 2. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. j� 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE �D� N A KEHLDESIGN ASSOCIATES& commercial design . consulting LLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, 3 UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. s 1. Nailing schedule shall be in accordance with the specified code.2. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: (631)433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERR MITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be "shaped" as shown on architectural cross sections.b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11911 E-Mail: ssbn654@opfonline,net E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. LLC e formerly D A K Associates,LLC Kehl Design Associates,, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. � ;' ,tel/f�/' �/��� SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNEF�SHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, � = 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 11 . CONSTRUCTION OF THIS BUILDING.N ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE C 0 S OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER, WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTORSHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CON)ITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 SINGLE PROVIDE AND MULTIIPLE-STATION SINATION ACCCORDAOKE NCEAWITH 2015 MS AS IINTERNATONABLORESIDENNTIAELL AS CARN MONOXIDLE CODECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-0" IMODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 G NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS g ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS i j, k OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 RESIDENTIAL R-3 (SINGLE FAMILY) UNINHABITABLE ATTICS WITH LIMITED STORAGE ' 20 REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS k 30 REQUIREMENTS OF THE LARGE MISSILE T OPENINGS LOCATED WITHIN 3EST OF ASTM E 1996.FEET (9144mm) OF GRADE SHALL MEET THE RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. REQUIT TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTM E 1996. V B ALL OTHER AREAS 40 EXCEPTION: NO SUBSTITUTIONS HEIGHT AND FIRE AREA STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �r, INCH (11.1mm) AND All framing hardware shown on these plans, ;PROJECT: ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 (FEET (10,058mm) OR unless otherwise indicated, is Simpson Strong-Tie. HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL NO substitutions are approved or authorized. 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE HEIGHT. BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Due t0 the relationships of framing hardware to THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO the other components of the structure, any framing UNLIMITED AREA RESISTTHE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE HIGHEST ROOF SURFACE 3 STORY 4.5 INCHES. hardware substitutions will render these plans =16' 10-1/8" AS PER SECTION R202 AS PER TABLE 506.2 null and void, and will result in the installer/contractor THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE esidep%ce OF THE INTERNATIONAL RESIDENTIAL CODE I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED oN THE BUILDING IS PERMITTED UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,7116mm) OR LESS WHERE assuming responsibility for the design and INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH performance of the entire system. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED 3915 VANSTON ROAD, TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE 24'.-4)/4" J. FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT TOTAL HEIGHT FROM RIDGE TO GRADE 24''-4 J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CIJTCHOGUE NEW YORK THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mrn) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SCTM # 1000 - 111 - 14 - 040 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: DRAWINIG TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) NOT S: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET < )PANEL 6 FEET < PANEL D H PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6, FEET SPAN < 8 FEET E GN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING CUITED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- JUL - 9 2018 D CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PIROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX. FIRST FLOOR NA INCH EMBEDMENT LENGTH FIRST FLOOR RENOVATION ADDITION AREA 191 sq. ft. �Vil�1Ji1\VDEY"le FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- NEW SECOND FLOOR NA OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 T017-7 T�'"7' a'` 7771,O SEAL: DATE: INCH EMBEDMENT LENGTH NEW BALCONY NA Ya March 24, 2017 INCH DIAMETER LAGSCREW- LOFT NA BASED ANCHOR WITH 2 16 12 9 PROJECT NO: ATTIC Hou SE a NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH © COPYRIGHT 2011 KEHL DESIGN ASSOCIATES, LLC. OF NEW 1009-2017 ATTIC (HOUSE)(b) NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �� k RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. �P o. �Q DRAWN BY: GARAGE NA UNDER FEDERAL COPYRIGHT LAW, �� �� `r ATTIC (GARAGE)(c) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT oe>L �9� BDK BONUS ROOM NA OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 3048 mm1ound 4448 . , p = . NJ, 1 mile per hour = 0.447 m/s INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. WRITTEN AUTHORIZATION. * HECKED BY: SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). a. This table is based on 140 mph wind speed and a 45-foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF HEET NUMBER: SUNROOM NA b. Fasteners shall be installed at opposing ends of the woo>d structural panel. KEHL DESIGN ASSOCIATES, LLC. CT\ NEW DECK NA g P THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE s, Fasteners shall be located a minimum of 1 inch from the edge of the panel. Fp X81868 COVERED PORCHES NA C. Anchors shall penetrate through the exterior wall coverincg with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTENN COVERED ENTRANCE INA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. A�OFFSs10 F G1 POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. � ht to build without does not authorize the right of these drawings ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco;, they shall be attached Acceptance using vibration resistent anchors having a minimum ultirrnote withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. S Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. © KEHIsDESIGN•ASSOCIATES,uc (b) WITH STORAGE 00 SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF MTS 2 0 L T S 2 0 � � TWO 8d NAILS THIS DOUG-FIN LARCH / SO. UPLIFT SIDE OF TRUSS. PROVIDE (1) HGAIOKT ONrj ALLOWABLE LOADS t'z LOAD SIDE OF CEILING JOIST FASTENERS r. UPLIFT UPLIFT LATERAL WITH t„ CODE 8dTNAl SUR /. ® o 0o AND ON SIDE OF RAFTER MODEL GA (133/160) 8dx1 z N0. TO AVG REF. RAFTERS/ TO TO ULT. NAILS INTO TRUSS. PLATES STUDS (133) (160) F Fz NAILS TRUSS _ STU "- SIMPSON o ' NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) DIMENSIONS FASTENERS TWO •I ° ART�'xt2 P0.Boz 1675 phone; 1631)433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS MODEL GA AVG z INTO ° • ,• ° Southold,New York 11971 E-Mail: ssbn654@optonIhe,net • 5 NO. AX. CLEAR ULT. LFTA 2" 21" 3" 3} LFTA REF. PLATES WIDTHSPAN L QTY DIA 1�" 2" 2�" 3' 3�" 1}" EIGHT--, 8d NAILS S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2 " 17 3g�"16-10d �—1 4200 1205 1400 5, 44, 85 INTO STUD `` I%O i ° OWNERSHIP & USE OF DOCUMENTS: DOUG—FIR LARCH / SO. PINE o FASTENERSz ALLOWABLE UPLIFT LOADS3 °o These drawings and specifications including the MODEL L AVG 10d 10d x 14" CODE tod 1od x 1�" 160) (133) (1so) ideas, design and arrangements represented NO. ULT. REF. LFTA LSTA21 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 16 14-1Od 14-10d x 1 3116 1000 840 1000 3, 41, 128 ° o° °, HGA10 with any work or project other than for which o ° they have been prepared without written consent. ARTg'x12 DETAIL "K" MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 00 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW- STU 55'— COUPLER NUT DETAIL "E" 0 8 DOUG-FIR-LARCH/ Equal number of °° �SIMPSON TYPE OF DIRECTION SO. PINE CODE specified nails In °° TAKE-UP WASHER MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. FLOOR ROOF No. TION (,00) (,2s> ,so(133/ each end Simpson Strong-Tie G 515 645 670 I ° CS16 /11 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 1 515 645 1 670 HOLDOWN MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''z'9(DF/SP) (133) HOLDOWN DEFLECTION ARTR'x12 DEFLECTION DEFLECTION CODE MODEL MACHINE AVG STUDLENGTH OF BOLT z,a AT HIGHEST AT HIGHEST REF. NO. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE 0° GA GA HB SB W H B SO CL DIA .8° DESIGN LOAD DESIGN ° o QTY DIA 1}" 2" 2�" 3" 31" 5}" LOAD WHEN RAISED OFF THE SILL PLATE o 0 HD2A 16 12 4A" 24" 2J" 8" 2{" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 1 2, 43, 82 ° 0 0 MODEL DIMENSIONS FASTENERSALILOWABLE UPLIFT LOADS NO. AVG OF / SP OE W L STUD PLATE ULT. (133)2 (160) RT SP4 3A" 71" -10d x 1j" 2917 735 _T 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA yy L NAILS FLOOR (133) (160) REF. WORK NOTES: o° LSTA21 20 1 " 21 6—tOd 9105 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU (1 00) MSTA24 18 1 24 18-10d 11025 1370 1640 7, 40, 90 SIMPSON P SON TOTAL R S ALLOWABLE TENSION LOADS NAIL CODE LUS46 8 MODEL FASTENERSPACING REF. HD2A TAKE UP WASHER NOT FOR N0. END GA CUT LENGTH (TOTAL) t z (LENGTH L (100) (133 / 160) °C• CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2A" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERSNOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DN. DOUG—FIR LARCH/SO. PNE ALLOWABL LOADSON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES CERTIFIED BY A 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF, ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4J" 2 — 4_16d 4-16d 6076 1140 1160 1-11000 1150 1250 7, 40, 127 DETAIL "I" CNW—P HUS210-2 14 3J9{� 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL DOUG—FIR LAR H PIN ALLOWABLE A ART 'x12 MODEL FASTENERS UPLIFT LATERAL CODE STU 8' — AVGUPLIFT (133/160) REF. SIMPSON ENGINEER NO. GAI ULT. TAKE-UP WASHER TO RAFTERS TO PLATESTO STUDS (133) (160) F= FZ 160 HGA10KT 14 4—SDSJ"x14" 4—SDS'4. x3*' 1 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW— SIDE OF TRUSS. COUPLER NUT S P 4 TOTAL FOUR o /• 0 SE A MINIMUM OF 8d NAILS TWo 8d NAILS THIS MTS16 STU '- ANCHOR BOLTS INTO TRUSS. SIDE OF TRUSS. MTS16 LSTA21 SIMPSON ' TOTAL FOUR �. O HD2A TAKE-UP g— TAKE—UP WASHER 8d NAILS LSTA21 Strong—Tie Tie INTO TRUSS. HUS21 0-2 PRQiJECT' o CUE%%. 6W0 AILS o F1 `, TO esider%ce PLATES °p° ' EIGHT SNAILS 8d NAILS o IN TO INTO d DETAIL "A" STUD Simpson Strong-Tie PLATES °p° H7 8d NAILS INTO o DETAIL "D" DETAIL "G" DETAIL " "J 3915 VANSTON ROAD, STUD H�pson Strong-Tie Simpson Strong—Tie DETAIL "L" CUTCHOGUE, NEW YORK LFTA ROD SYSTEM LFTA SCTM # 1000 - 111 - 14 - LFTA NO SUBSTITUTIONS 040 WTI DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS Ridge Strapping _ _ _ All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie. BP LSTA30 No substitutions are approved or authorized. DRAWING TITLE: RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 Due to the relationshi s of framing hardware to the other components of the structure, 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. p g any framing p SIMPSON WINDLOAD 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer/contractor 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. assuming responsibility for the design and performance of the entire system. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. I / STRONG - TIE DETAILS ROOF AREA TO BE WORKED ON = 208 SQ/FT & HOT TUB DRAINAGE I • LTP4 ACTUAL ROOF ADDITION = APPROX 6 SQ/FT CALCULATIONS I ' LTP4 V = A x R x c 8 sq/ft LTP4 R = 20 RAINFALL = .17 ft NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" C = COEFF. = 1.0 DESIGN PROFESSIONAL WHOSE SEAL IS AFRXED HERETO, INFRINGEMENTS WILL BE Simpson Strong—Tie V = 208 x 1 x .166667 = 34.67 c.f. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor—to—Floor ConneCtIons DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 34.67 / 12.58 VERTICAL FT. / FT = 2.76 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT USE (1) 4' DIA. POOL 4'-0" DEEP = 4 V.F. IZ1Clge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. POOLS TO BE PLACED ON OPPOSITE SIDE OF Detail SEAL: DATE: March 24, 2017 LTP4 DETAIL "Bill HOUSE AND/OR LEADERS TO BE PIPED TO _ "`1 PROJECT No: LTP4 POOLS (1 12 OF THE ROOF TO DRAIN TO EACH �� r ( / �P of IN�w o 1009-2017 Simpson Strong-Tie POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC Q'�,��0. C,1,� 4',� DRAWN BY: SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). o7 �� BDK Floor—to—Floor Connections * t,= �" -+ ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA r ;: HECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL WHERE TRAFFIC IS TO BE PRESENT. CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. `��` 08156$ �o�� SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE IF MULTIPLE POOL SYSTEMS ARE USED OA � LIMITATIONS OF THE THIS CODE AI\JD THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ON EACH SIDE OF THE HOUSE, THEN ROFESSIONP� �� THESE STANDARDS, THE DESIGN SMALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. THEY ARE TO BE CROSS-CONNECTED 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) aOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMIED STEEL FRAMING - THIS IS A DE MINIMIS ADDITION PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) THERFORE THE INSTALLATION OF JAMES J DEERKOSKI PE DRYWELLS IS NOT REQUIRED © IEHGDESIGN•ASSOCIATES,ur 3. ICC STANDARDS ON THE DESIGNJ AND CONSTRUCTION OF LOG STRUCTURES (ICC400) //. .�. r% �'.� _ :%"/..moi"..'_,• 9 )/2" LVL Headers Above 9 Y LVL Headers Above PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE all Windows and Doors all Windows and Doors Unless Otherwise NotedUnless Otherwise Noted N1102.1.2 (R402.1.2) Insulation and Fenestration Criteria The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone ''I ��� ✓✓/j Insure All Solid Blocking is Insure All Solid Blocking is p a s ecified in section N 1 101.7 Installed in All TJI Floor Joists Installed in All TJI Floor Joists N1102.1.2 (R402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT KEHL DESIGN ASSOCIATES LLc as Per Manufactories Specs, as Per Manufactories Specs. CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTc SLAB d CRAWL T residential & commercial design . consulting ZONE U-FACTOR b LI-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE A SHGC b,e R-VALUE R-VALUEi R-VALUE &DEPTH R-VALUE 30 1 4 EXCEPTPO.Boz 1675 phone: (631)433-9084 MARINE 0.35 0.55 0.40 49 20 OR 13+5 h 8/13 19 10/13 10,2ft 10/13 Southold,New York 11971 E-Mail: ssbn"optonline,net For S I: = 1 foot = 304.8 m m KeN Design Associates,LLC a formerly 0 A K Associates,uc Existing 2 x 10" @ 16"oc. Existing 2 z 10" @ 16"oc. Existing 2 z 10" @ 16"oc. r�. 7 �/ % `%I� l/?/`` "% ' ' i' 14'-4" a. R—values are minimums. U—factors and SHGC are maximums. When insulation is installed in a cavity which is less OWNERSHIP & USE OF DOCUMENTS: than the label or design thickness of the insulation, the installed R—value of the insulation shall not be less than the R—value specified in the table. These drawings and specifications including the ideas, design and arrangements represented ExistingExisting- b. The fenestration U—factor column excludes skylights. The SHGC column applies to all lazed fenestration. therein, are the Existing W EXCEPTION: Skylights may be excluded from glazedfenestrationSHGC requirements in Climate Zones 1 through 3 where ASSOCIATES, LLC. No part thereof sof KEHL hallbeBasement Garage -M_ Garage the SHGC for such skylights does not exceed 0.30. copied, disclosed to others or used in connection with any work or project other than for which 0 c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the they have been prepared without written consent. mi i �I interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. REV: 3 Existing 2 x 10" @ 16"oc. Existing 2 z 10 @ 16"oc. Existing 2 z 10" @ 16"oc. d. R-5 shall be added to the required slab edge R—values for heated slabs. Insulation depth shall be the depth of the D footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. Existing Basement o m Existing Existing m Existing e. There are no SHGC requirements in the Marine Zone. Garage f. Basement wall insulation is not required in warm—humid locations as defined by Figure N1110.10 and Table N1101.10 Basement Garage B— + g. Or insulation sufficient to fill the framing cavity, R-19 minimum. 00 E h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation CD plus R-5 continuous insulation. Provide Access m To Crawl Space Match Existing m Existing 2 x 10" @ 16"oc. Existing 2 x 10" @ 16"oc. Existing 2 x 10" @ 16"oc. i. The second R—value applies when more than half the insulation is on the interior of the mass wall. 32"02" Floor Height Match Existing Foundation DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL � E Verify with Owner m E CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Existing Existing m Existing AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH I Existing Basement 3 Garage N Garage THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. Slab Area 3 M00 Converted To x ' 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) I I WORK NOTES:2 x 10" @ 16"oc. Existing 2 z 10" @ 16"oc. 2STANDARD - I _\z i PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230)Z3 New Crawl Space Existing 2 z 10"@ 16"oc. I i REV: 06-27-18 #1 L___J 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 112068 Slider and Hdr. New Foundation Existing 68 Slider and Hdr. Basement NOT FOR CONSTRUCTION A USE UNLESS A FOUNDATION P 301 CERTIFIED BY A 301 SCALE: 1/4"= 1'-0" PROFESSIONAL ENGINEER 14'-4" 3'-9" 9 %'r LVL Headers Above all Windows and Doors N Unless Otherwise Noted Replace Existing Unit Replace Existing Unit Insure All Solid Blocking is with a New TW2842 with o New TW2842 (V.I.F. w /owner ) (V.I.F. w / owner ) Installed in All TJI Floor Joists Dining as Per Manufactories Specs. —8 Room PROJECT: E E 0 Existing Roof System x C ide New 3�z14' Anthonyower Beam "Ridge Beam" S C � Y x 3915 VANSTON ROAD, -,� F m'Iy I CUTCHOGUE, NEW YORK Room 0 14' SCTM # 1000 - 111 - 14 - 040 N i � New Roof System DRAWING TITLE: rr � v , a m 0 o o Kitchen FOUNDATION PLAN �J 3 NOTES: Z I 00 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 00 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE (3)13'xll " Continuous LVL Header PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL New 00 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD AT. THE 12068 DD Slider DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. � U U Z a SEAL: DATE: March 24, 2017 3Y"x5Y" LVL Header pF NEw� PROJECT N0: A New FWG5068 New C �'�P �� 0, gq O�Q,� 1009-2017 301 Verify w /owner Q�� �n ��9 RAWN BY: 0 * r a BDK C ECKED BY: 7'-2" 7'-2' —8" 7' 4'-4" © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE m2 `' SHEET NUMBER: 14'-4" 17' PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ��OA 08186FJ 0 9 Y2" LVL Headers Above WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ROFESSIONP� all Windows and Doors KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A101 Unless Otherwise Noted FLOORPLAN PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. J%f`//� FIRSTi1-1 Insure All Solid Blockingis � DOB NUMBER: OF SCALIE:1/4"= 1'-0" Acceptance of these drawings does not authorize the right to build without the authorization Installed in All TJI Floor Joists of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building as Per Manufactories Specs. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p,KEHL-DESIGN-ASSOCIATES,uc agencies prior to construction. /,� ❑❑ �/ � ❑/❑ //.lam �� / /❑❑ '" ., ��❑_;/❑iii❑❑�`�❑�/l/❑':' ❑� // ❑/✓,�11JuJ.1� L4�1L1 rf I � ��JAI_ �y/ I LL11 I u L1J l U L Il �❑ I U LJ I U LJJ I U uj I U LJ I I I I ILJ a L1J LI❑ �❑ S I I L�L❑❑_1❑1 I ❑ �I 1�I �I. ,� i._- �'� "}� IL ❑ ILI I IL L IL1 I I❑ LI-11-it-Lu I II IIASSOCIATES, �+� V I I I❑LI I SLI 1 III LI I I I J a L 1J ❑ ❑�❑1J L D I D h D B I 1 L�V II L I ❑III V I I I DESIGN ASSOCIA 1 L'J LLC residential S commercial designs consulting 11LLLLU-LIL I D❑L1J l u 1 IL I 1] I LJ L1J �❑ I I I I � I I t I II I I I I l I I t I❑ I I I❑ IJ I U I I I I - I I I I L I I I I I I I III 11 11 iL[L1L1LiLLLL1 I III l I I❑I I I I ❑ I I ❑ I I L❑ L U Ll Lu I L u L1J ❑L L I I L I ❑ ❑ ❑ L❑ �❑ I I❑ �❑ I �I ❑I Pn.Bax 1675 phone: (631)433.9084 V I I I LL_LLJ I U Lll I I I I LL❑ L_❑ I l l s lJ �❑ L11 Il I I I I L I I I I L IL l l h LI ❑ 1L�ih �❑❑ h 1 I I,1 � I I I I L I I❑ I I❑1 1❑ I Southold,New York 11971 E-Mail: ssbn654®optonrine.net KeN Design Associates,LLC o form D A K Associates,LLC ul IL I I l III ❑ I I l %/ �%`77"77,77 11 IL ILI II VII OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented j therein, are the property of KEHL DESIGN LLILULILLIA ASSOCIATES, LLC. No part thereof shall be III copied, disclosed to others or used in connection with any work or project other than for which ❑�� a Lll they have been prepared without written consent. Ii_ 11111 11 Hill 11 111 111111 111 11 11111 11111 111111 11111� 111111 111111 11111- 1 11 1111 1 11 1111 11 1 11 1 il 11 1111117�1� 'LLL, 111111 Hill - I I ❑ ❑ ❑ T282 282 - T 26 6 T 26 6 T '26 6 LiLlTIi26 6 I I I❑❑I IL I I ILII_ I I❑ I I ILS I IL U L I L I II II LI II I I I ILS I I❑I ILI LLLULL 'I l 1 II II ❑111 1 °�1 WORK NOTES: REV: 06-27-18 #1 T ELEVATION- 12068�1 Slider and Hdr. FRON5068 068Slider and Hdr. SCALE: 1/4"=1'-0" NOT FOR Lt T 28 2 CONSTRUCTION -- _ USE UNLESS ` III 1111111 ILJ ' CERTIFIED BY PROFESSIONAL ENGINEER RIGHT ELEVATION_ SCALE: 1/4"1 1'-0" PROJECT: McCiartnesff LLLLU LIM Ll I -LIL I ly 11 111111 11111 1111 14�,T,"i, Residelmice LiLLL] I 1 LLLLLIL 3915 VANSTON ROAD, CUTCHOGUE, NEW YORK ❑ SCTM # 1000 - 111 - 14 - 040 IIII ❑ I I LI_ I I I ❑ I I IIII I I I I I I I I ❑ I 1��1_LL1Lu 111 J DRAWING TITLE: L1—ULLLLLULILU I I ILS I ILS I IL�� � ELEVATIONS AS NOTED ❑❑ NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I E CX .'13 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ❑ ❑ PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ILL U FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FlT. THE ❑ ❑ DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR DLiuQUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT T 26 6 T 26 6111 ILLFORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. � 1 I � � II IIII II❑1 SEAL: DATE: IIAL SI March 24, 2017 III I pF NE(Ny PROJECT N0: �� 0 Bq O,p� 1009-2017 © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. Q� R� DRAWN BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED o 9A BDK UNDER FEDERAL COPYRIGHT LAW. l * CHECKED BY: PLANS MAY NOT BE REPRODUCED WITHOUT R ELEVATION WRITTEN AUTHORIZATION. SHEET NUMBER: �,'�� ?� w REA 08186$ SCALE: 1/4" 1'-0" FFssl ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. �ARooNP�� THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A201 = PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN / PROOF OF PURCHASE. i,( DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization --'� of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ®,KM-DESIGN-ASSOCIATES,uc agencies prior to construction. //k// 9 %° LVL Headers Above 9 / LVL Headers Above 2 all Windows and Doorsa! Unless Otherwise Noted all Windows and Doors Unless Otherwise Noted " Insure All Solid BlockingIs KEHL DESIGN ASSOCIATES LLC Installed in All TJI Floor Joists Insure All Solid Blocking is Installed in All TJI Floor oists residential & commercial design . consulting as Per Manufactories Specs. as Per Manufactorles Specs. POS.Box 1675 phone: X631 J 433-9084 Southold,New York 11971 E-Mail: ubn654@optor>line.net KeN Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. — NOT FOR New 3%"x14" CONSTRUCTION Y Anthon Power Beam Ridge Beam USE UNLESS CERTIFIED BY A PROFESSIONAL L:1 L-1 L__J ENGINEER y Closed Cell Spray Fo ' m Total R" Value - R9 yrs o WORK NOTES: = 1 @ Existing x 10" @ 160 g SIN REV: 06-27-18 #1 I In-2� 0 — A — — — — — ,� — — — '� 12068 Slider and Hdr. — — — — — — — — — — — 5068 Slider and Hdr. 3%"x9%" LUL Dropped Header / N New Dbl 2x6 Top Plate Ll Match Existing New (3)1%"x118" LVL Header Floor Height `r New 2x6 Studs @ 16" oc. Y —100New %" CIDX Exterior Sheathing New R-21 Insulation i� New 8" CDX Subfloor New %" Sheetrock Match existing height00 2684 PLMatch new floor height anld existing A Fill in Existing Window � b varying the thickness of the ACQ Y Y g and Match All Existing Solid Blocking plate on the foundation. 2x6 Shoe Secs 3 )) 1 )1p PROJECT: New 1 x9/ LUL Box Bm. Existing 2 x 10" @ 16"o Exiting 2 x 10" @ 16"o 13 " x 9�" LVL Floo fists C 1 W8x18 ISteel Beam 11314 PLF @ L 360 Grade ce New R-19 Insulation (2)2x4 AC Q Sills awsidA %" Anchors epoxied Brick Ledge or into foundation with I Poured Conc. 3915 VANSTON ROAD, Simpson High 5 )) CUTCHOGUE, NEW YORK � Strength Epoxy / x18 Anchor Bolts @32 oc. 3%" Dia. steel column Cement at 32 oc, New 8" Poured Conc, Foundation SCTM # 1000 - 111 - 14 - 040 on 2'x2'x1' 2 conc. footing. I to be Pinned to Existing Foundation � „ — 78 I 6 Mil Poly Vapor with #5 pins @ 2'-0" oc. DRAWING TITLE: Barrier. Damp Proof In g 2" pc. Slab 16"x 8" Conc. ftg. Min. 3'-0" CROSS SECTION below Final Grade. ,NOT E: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Remove Slab In Sunroom Area DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PRO?SECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL L_ and Excavate t0 top of Footing. FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE rr DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR Provide 2 PC. Slab in Crawl Space UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: March 24, 2017 PROJECT NO: OF NE )b 1009-2017 DRAWN BY: SCALE: 1/2" = V-0" * rxf BDK .1 i�� ECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL 1 "—�0 C COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �'n� caz HEET NUMBER: NOTE: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �' ALL ANCHOR BOLTS AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SOA Og1g68 ARE TO HAVE 3"x3" BASE ROFEss�oNP A301 PLATES TO BE USED AS THESE STANDARDS, 7HE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WASHERS. (SIMPSON) 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. NOTE: x DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization BLOCKED 48" oc. FOR FIRST TWO FRAME RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PRESCRIPTIVE METH OD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building BAYS PARALLEL TO EACH OTHER FROM STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p )D-A-K ASSOQA'IESy nc EACH END OR SIDE OF HOUSE NOTE': UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.