The URL can be used to link to this page

Home My WebLink About38216-Z,r�OSUFfOIK�o �C3 No: Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 37622 Date: THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: SCTM #: 473889 Subdivision: 960 Willis Creek Dr, Mattituck Sec/Block/Lot: 121-10-1 Filed Map No. 6/25/2015 6/25/2015 Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/19/2013 pursuant to which Building Permit No. 38216 dated 7/26/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including 3 car garage, finished basement, first and second floor decks, to an existing one family dwelling as applied for. The certificate is issued to of the aforesaid building. LeStrange, Kenneth & Elizabeth SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED R10-10-0010 5/21/2015 38216 4/14/2015 4/7/2015 Mattituck Plumbing ., X4,.4' 711rize Signature (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38216 Date: 7/26/2013 Permission is hereby granted to: LeStrange, Kenneth & LeStrange, Elizabeth 111 Farley Rd Short Hills. NJ 07078 To: Additions and alterations to an existing single family dwelling as applied. At premises located at: 960 Willis Creek Dr. Mattituck SCTM # 473889 Sec/Block/Lot # 123.-10-1 Pursuant to application dated To expire on Fees: 1/2512015. 7/19/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING $2,210.40 $50.00 Total: $2,260.40 TOWN OF SOUTHOLD BUILDING DEPARTMENT o y� TOWN CLERK'S OFFICE rn a boy SOUTHOLD, NY o� 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 #: 38216 Date: 7/26/2013 Permission is hereby granted to: LeStrange, Kenneth & LeStrange, Elizabeth 111 Farley Rd Short Hills. NJ 07078 To: Additions and alterations to an existing single family dwelling as applied. At premises located at: 960 Willis Creek Dr. Mattituck SCTM # 473889 Sec/Block/Lot # 123.-10-1 Pursuant to application dated To expire on Fees: 1/2512015. 7/19/2013 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING $2,210.40 $50.00 Total: $2,260.40 X3 1 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 f6om plumber certifying that the solder used in system contains less'than 2/10 of I % lead. 5. Ccimmercial 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 .tanning Board Approval of completed site plan requirements. B. For existing buildings `(prior to:A.pril 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 I. 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 a Date. �1 New Construction: Old or Pre-existing Building:. "'LX (check one) Location of Property:, 11i� Gr House No. , n treet Hamlet Owner or Owners of Property: Suffolk Count Tax Ma No 1000 Section Block Y P , . 1� Lot Subdivision Filed Map. Lot: Permit No. �j Date of Permit.L7 — Applicant: Health Dept. Approval: Underwriters Approval: Planning Board -Approval:. / Request for: Temporary:.Certificate- Final Certificate: (check one) 019, Fee Submitted: A scan ignature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 4100�Xkrsf SO!/T-1 o Avg CA S NV BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger. riche rt(aD-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Le Strange Address: 960 Willis Creek Drive City: Mattituck St: New York Zip: 11952 Building Permit #: 38216 Section: 123 Block: 10 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 48,391 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 117 Ceiling Fixtures 46 HID Fixtures Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 43 Smoke Detectors Main Panel 2-200 A/C Condenser 4 Single Recpt 1 Recessed Fixtures 37 CO Detectors 2 Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-D Dryer Recpt 2-304 Emergency Fixtures Time Clocks Disconnect 2-200 Switches 101 Twist Lock Exit Fixtures TVSS Other Equipment: 400A Under Ground Service, 20KW Generator, 200A Transfer Switch, 11- Deck Lights, 8- Outside Stair Lights, 9- Exhaust Fans, 30A Power To Elevator, 2- Electric Ovens, Notes: 11- ARC Fault Circuit Breakers. Inspector Signature: Date: April 14, 2015 Electrical 81 Compliance Form.xls �Of 84�►/ry0 Telephone (631) 765-1802 'Pax UiA117fi.R 0.609 P.O. l=1179 y • Q Southold, NY. 11971-W59 ) BUIMING DEPARTM N T TOWN OF SOU MOLD CERTIFICATION Date.: q/-7 l5 Building Permit No. g Z i! G Owner: cna-d-� d-13zA L (Please fprint) Plumber: 4- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of Y + '--.,20)S Notary Public,S �Y - County (Plumbers Signature) CHELSEA L. CHALONE Notary Public, State of New York Registration #01 C06287106 ()ualified In Suffolk County Commission Expires August 5, 2017 OFsoUlyo H O i D tom,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ ` 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) DATE � � INSPECTOR "�`'� SO(/l�, coutm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ VAUNDATION 1ST [ [ Vj FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL,(ROUGH) [ REMARKS: ] ROUGH PLEIG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE / INSPECTOR q SOUT�o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ [ ] UNDATION 2ND [ FRAMING/ APPIN [ [ ] FIREPL IMNEY [ [ ]FIRE RESISTANT CONSTRUCTION [ [ ]ELECTRICAL (ROUGH) [ REMARKS: ] ROUGH PLEIG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECT DATE C INSPECTOR - G Q TOWN OF SOUTHOLD BUILDING DEPT... 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND FRAMING /STRAPPING ] FIREPLACE & CHI MNEY ] FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ROUGH PLUMBING ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING DATE 36 Z 1 � 2:- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPE [ ]FOUNDATION IST [ FRAMING 2ND FR [ • AMING /STRAPPING [ ]FIREPLACE & CHIMNEY- FIRE HIMNEYFlRE RESISTANT CONSTRUCTION [ ]ELECTRICAL (ROUGH) [ ]CODE VIOLATION sew■ w eve_ CTION [ ZROUGH PLUMBING [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION - ELECTRICAL (FINAL) [ ]CAULKING DATE __W �(. INSPECTOR k�zf so ;RA TOWN -OF-SOUTHOLD BUILDING �DEPT. 765-1802 INSPECTION'. FOUNDATION -1 ST ROUGH PLUMBING ]FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION TIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ]CODE VIOLATION CAULKING REMARKS: DATE clal& 0 INSPECTORZ�2;: OF SObT,yolo cOOMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 15T [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ IF SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT. PENETRATION [ ]ELECTRICAL (ROUGH)[ ] ICAL (FINAL)[ ]CODE VIOL AT N [ CAULKING REMARKS: (�=. �• DATE o7-10 9A/4INSPECTOR-!ya2 so cou TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 GH r INSPECTI 'N I FOUNDATION 1ST GHPLUMBING FOUNDATION 2ND INSULATION FRAMING/ STRAPPING FINAL , FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL), CODE VIOLATION CAULKIN REMARKS: -i �) s � j �-, � � 76Z �) DATE.' 3'S OF S0cou UTy0lo �o TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI J FOUNDATION 1ST [ ] RO GH PLUMBING ] FOUNDATION 2ND /]F7N FRAMING/STRAPPING [AL ] FIREPLACE 8 CHIMNEY [ ]FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) ] CODE VIOLATION [ ]CAULKING REMARKS: DATE � S INSPECTOR 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) REMARKS: DATE � � �S INSPECTOR lJ TOWN OF'- SOUTHOLD BUILDING* DEPT. 765-1802 INSPECTION-, ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION QCMA0VQ- [ ] RO H PLUMBING [ ] SUL N [ FIN [ ]FIRE INSPECTION [ ]FIRE RESISTANT PENETRATION C ]ELECTRICAL (FINAL) [ ]CAULKING DATE � � INSPECTOR ELI v. IWIZZ Mp"T4 ROUGH FRAMWQ & PLUMING msmal W-/ INOULATIONPIDAN.Y. STATE ENERGY CODE WIN ADDITI&At COMNtNTS CA WAIAMIJM • ELI TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 Approved 20 Disapproved a/c Expiration 20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey, - PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees ,Flood Permit Wtorm-Water Assessment Form Contact: Mail to: Phone: E n E Building Inspector Ills�� ((v U APPLICATION FOR BUILDING PERMIT d U L 19 2013 in INSTRUCTIONS Date , 20. STRUCTIONS his-apphuafth MUSS' be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets(E 4ar� age lot plan to scale. Fee accordingto schedule. TOIN N (1f plat hewing -location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy_ f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pennit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) & -&Vh (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises kEkjj�jm W k_r � RA (Q F (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. of House Number Street Hamlet County Taxp N 00 Section Block, Lot bdi Suvisiona --� 4 Filed Map No. Lot 2. State existing use and occupancy of prenLis s and intended use anccupancy of proposed construction: a. Existing use and occupancy E&tM&fT1,C SJ (-,� AAjt_Y b. Intended use and occupancy Liz&f d) BUI1,44-- 3. Nature of work (check which applicable): Repair Removal 0eniolitionj Other Work 6 /�/logF 2 �- escription) 4. Estimated CostI ® O G Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 0 © Rear Depth Height 2�Number of Stories_ t Dimensions of same structure with alterations qr additions: Front Rear - Depth Height 2< c Number of Stories w 8. Dimensions of entire If w construction: Front � � � Rear Depth HeightNumber of Stories 9. Size of lot: Front I Rear �d Q f — Depth 63® a 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated j< — 'd 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO V Will excess fill be oved frm re ises. YES NO 14. Names of Owner of remise q ddress �l 1 h Name of Architect _ 0`l; Address No C�r �2 , �,• Name of Contractor Address _ Phone No. �5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 1/ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIT�S'MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 'S vv"" ' -gA,TC oi-- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the A11pA (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. Sw fore me th' I y of 6 2013 a JULIE CURB t ni�nr otaryblit, State e is No.01CU6215870 Signa eofApplicant Qualified in Suffolk County Commission Expires Jan. 4, 2014 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT N0.7256 DATE: MARCH 17, 2010 ISSUED TO: KENNETH & ELIZABETH LESTRANGE PROPERTY ADDRESS: 960 VVILLIS DR. MATTITUCK SCTM#123-10-1 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 17, 2010 in consideration of application fee in the sum of $250.00 paid by Kenneth & Elizabeth LeS and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a second -floor addition above the residence, and as depicted on the site plan prepared by Samuels & Si Architects dated February 14, 2010. rN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Jill M. Doherty, President James F. King, Vice -President Dave Bergen Bob Ghosio, Jr. John Bredemeyer August 18, 2010 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Ural Talgat, RA Samuels & Steelman Architects 25235 Main Road Cutchogue, NY 11935 RE: KENNETH & ELIZABETH LESTRANGE 960 WILLIS CREEK DRIVE, MATTITUCK SCTM# 123-10-1 Dear Mr. Talgat: } _j Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 18, 2010: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit #7256 to eliminate existing outdoor'stair from the deck above grade to the deck at grade and replace it with a deck at grade; provide a new outdoor stair and deck; relocate existing on -grade wood walkway; rebuild new outdoor deck at the area below the existing above grade deck; and rebuild a new foundation at grade level under the existing portion of the residence; and as depicted on the revised site plan prepared by Samuels & Steelman Architects, last dated July 26, 2010, and stamped approved on August 18, 2010. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, . IV - &'('1 Jill .Doherty President, Board of Trustees JMD:eac James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino December 12, 2012 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Shawn M. Barron, M.S. PO Box 494 Bridgehampton, NY 11932 RE: KENNETH & ELIZABETH LESTRANGE 960 WILLIS CREEK DRIVE, MATTITUCK SCTM# 123-10-1 Dear Mr. Barron: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, December 12, 2012: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit #7256 to construct a two-story addition with a footprint of 277.44 sq. ft.; construct a two-story addition with a footprint of 226.8 sq. ft.; construct a 1,230 sq. ft. second -story addition over the existing garage; construct a 54.6 sq. ft. two- story addition; construct a 78 sq. ft. covered porch; enclose the existing 187.2 sq. ft. covered porch; construct new 11'x13' entry steps; construct two (2) new raised planters adjacent to the entry steps; install a new sanitary system located 112' from the wetland boundary at its closest point; remove the existing wood steps and part of the wood walk on the south side of the dwelling and construct a +/-534.5 sq. ft. deck addition with new steps to grade; install five (5) new drywells for roof runoff; and as depicted on the revised site plan prepared by Suter and Suter,, last dated November 8, 2012 and stamped approved on December 12, 2012; and as also depicted on the survey prepared by Frank J. Barylski, Land Surveyor, last dated October 2, 2012 and stamp approved on December 12, 2012. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. 2 If you have any questions, please call our office at (631) 765-1892. Sincerely, James F. King President, Board of Trustees JFK:amn John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee �OSU0Ty�� • ii Jlt Town Hall Annex 54375 Main Road P.O. Box 1179 4, Southold, New York 11971-0959 �'c�U►L Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1130C Date: June 23. 2015 THIS CERTIFIES that the. construction of a two-story addition with a footprint ?77:44sq.fl• ; construct a two=storY.,gdd'itiov w1th.-a-footeriri_td—,226.&q.ft:; d6hstruct a=1,,230 e�rnti�i_atnr�i si�i�lifinn r,t�rar-flan nv.io�inn rrororrn• nnno4rr.nt'.n .CAAon �-.-fixrn_efnrar a�'r�ii�ennt �tiact �t 7$sd:fl. covered: litircli;. cneiose the existing.1;87;2sgft. covered.orch coristrac 'x13' entry: steps;_ construct two (2) new raised planters adjacent to the entry steps; inst w sanit�gry'system located 1'12' froiii the wetla�id t ouiidaiy=�t-its closest.uoint remove a: walkway; rebuild new outdoor deck at the area -below the existingabove bove grade deck; and rebuild a new foundation at grade level under the existing Dortion of the residence. At 960 Willis Drive, Mattituck Suffolk County Tax Map #123-10-1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 22, 2010 pursuant to which Trustees Wetland Permit #7256 Dated March 17, 2010, was issued, and Amended on August 18, 2010, and Amended again on December 12, 2012, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the 66nAructio— h ofal i dditi'oii-with_a:footpriiit,of277.44sg,:ft:.constiiuct a.,two=story-, nAA,+,-- .,.41, ., n.97114 o,.,. 11 . -_!; ..:". ...-_c'. 9 n. _.3 Ail-' __.,_.. ilL_- .. wood the existing portion of the residence. The certificate is issued to KENNETH & ELIZABETH LESTRANGE owner of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0403 • Fax: (631) 444-0360 Website: www.dec.ny.gov PERMIT MODIFICATION July 3, 2013 Kenneth and Elizabeth LeStrange 111 Farley Road Short Hills, NJ 07078 Re: LeStrange Property f; 960 Willis Creek Drive Mattituck, NY 11952 ' DEC# 1-4738-00234/00009 Dear Permittee: A&. lqw Joe Martens Commissioner Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR, Part 621: It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is amended to authorize: Construct two-story` addition and second story addition to an existing single family dwelling. Construct new entry steps, covered porch, raised planter. Remove existing steps and wood walk and construct addition to existing deck and new steps to grade. Remove existing sanitary system in accordance with the requirements of the Suffolk County Department of Health Services and install new sanitary system. Install drywells and establish 25' buffer along wetland boundary. All work must be done in strict accordance with the attached plans prepared by Frank L. Barylski last revised April 1, 2013 and stamped "NYSDEC Approved" on July 3, 2013. In addition, the following Natural ,Resource Permit Condition is added to the permit: 20. Establish Vegetated' Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 25 linear feet landward of the tidal wetland boundary All other terms and conditions remain as written in the original permit. Very truly yours, �/ George H. Hammarth Permit Administrator h sla cc: Shawn M. Barron. BOH - TW file SWPPP IAssessn�l nt FORM: 03.12 No. U1 UUU'l 00 1 u Qualified in Suffolk County Commission Expires Jan. 4, 2014 °P11"Town of Southold - Chapter 236 - Stormwater Management Assessment Form SWPPP - Storm Water Pollution Prevention Plan GENERAL . INFORMATION: (.All Requested Information is Required for a Complete Application) AP CANT NAM • Owner-Agent-Consultant-Contractor or Other (ClrcleOne) _ PropertyOWNE (if DifferenttheennlApplicant) � a(U A4/\ (`(-1�✓ _ -1 \ SCC' Address.-p t J i. U„ 71ii b a Address: ( , t.I I5 n' a y IE-Mail:��Vrf�vo6i1(� Telephone,V Fax#: V`��Y)DJ��ViI�i��pt'►C�9� E-Mell: Property Address: i� 1 i 940 t�J i 1S { (� �J 1 jC� Brief Description of Construction Activity, Proposed Structural BMPs, Soil Slabaiiration BMPs, Project Scope and/or Sequence of Construction Activity PaW Needed S.C.T.M.#: 1000v`' 1 1 Els seeeon Bloch (ProvideMdWwal as I -Prior _fitt ti v _.�_ �.• Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: �_ _cC) Q_ Address: Telephone fk Fax* E-Mau: Name of Persons Responsible for Installation & Maintenance of Erosion Control Practice: �� __p ► �------------------------ -------- _------------------------------------ __E-ME ---------------------------------.».._.----_--- Address: Telephono#: Fax 0: -Mall: all• Total Area of Aft Total Area of land Clearing ^t Project Parcels: ))a 3 1 and/or Ground Disturbance: (SF.JAoms) (S.F. /Ams) __»........... _r------------ ------,-_.,....... —.--------------------------------..___----_-- ----------------------------------------------- Project Duration: Start End (Antidpated) I Data: � r Dato: `� 1 (rJumcer or Calv+eer 0aya1 ------------------ Will this Project Disturbe five (5) or More Acres at �] Any One Time During the Proposed Development 7 Yes No ___----__--..----------_.._-..----------------- ---.-----.---------.---.----..-----.,--..----__._--_-- ------------------------------ I --------------- if YES: Please Answer the Followingi a. a. Does the Applicant have a Qualified Inspector On Q Staff To Conduct the Required Inspections ? Yes No b. Does the SWPPP Indicate How Frequently the Site ® = List thltrAAEE�r f� on of all Potentially impacted Wate ftclies and/or Wetlands: Inspections will Occur and for What Period of Time ? Yes Not c. Does the SWPPP Adequately identify All Temporary Q = and/or Permanent Soil Stabalizatlon Measures 7 Yes No _------------------------.--_,._..--__---_,.-_... _.------- d. Does the SWPPP Adequately Identify a Complete 0= _..._.__.._...•.._..._._._.__._..-.._.__.---_-_.......__.____-__._.___ Project Phasing Plan ? Yes No e. Does the SWPPP indicate Additional Site Specific = Q Practices that Will be Utilized to Protect Water Quality ? Yes No Status of Impacted waterbody: (eg. TMDt., 303(4) Listed, impaired.-) �fj, y� of -yen arr�5 -_.______.___._.____._._...._....,____ ____ f. Has the Applicant Submitted a Completed DEC Notice•--• Of Intent and SWPPP Acceptance Form for Review U ® TYPe of Impacted wa rbody Lake, ke• creex any, Pond. Sound, Freshwaterwodend ) by the Town of Southold ? Yes No SPATE OF NFW YORK, COUNTY OF........................................... SS � That .°.R I. ............. g i... 1 .... . being duly sworn, deposes and says that lie/she is the applicant for Permit, �� (tJame of Individual signing Documgcit) And that he/she is the .................... ;H .. ................................................................. ••.(l�iviier, Contractor, Agent. Corporate OiBcer etc.) Owner Owner and/or representative of the 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 thew be performed in er set forth in the application filed herewith. Sworn before this; ......ti .......................... d y of .11. ... ..... ................ -...... , 20. 3 Notarylic:... ...........idt i-M-OU igpC— Rr.... ......... ........................ ....................... State of New ork (Signature of Applicant) SWPPP IAssessn�l nt FORM: 03.12 No. U1 UUU'l 00 1 u Qualified in Suffolk County Commission Expires Jan. 4, 2014 ® 1$ T.O.S. "SWPPP" Preparation - Chapter 236 Storm Water Pollution Prevention Plan Review checklist Checklist �# I For Department Use Only S.C.T.M. #: Pro rty Ad rens: 1 �. � �J �,00r°i§M Moi* Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS:Explanation (Does tSWPPP Adequately Provide for andlor Indicate the Following:) :YES i NO ; N.A. i for NO or N.A. r ,the Plan Sheet Location (P9 1. Drainage Calculations & Stormwater BMPs Designed to contain a Two Inch Rainfall On -Site. 2. Construction Phasing Plan Indicating Sequence of Proposed Construction Activities, {}/� �{]}--Ce��!1rSt1Lr4 _ _ 3. General location MaP._. _------- _ - +Fri lO SCI+ 4. Draian a Site Plan Drawn to Scale at S' 60 feet to the Inch ori er indicating the Follovrin --•-_._._._.9. .._ .�__.�at 9 ._____a__,LocatlonandDescripUonofPropertyBouridaries._..__.._.___.__.____._.,..•_.-..«.__.__..".-.-___.t __._6__Site_Acr�age;_--_-•--•---------•---------_...._._•_-_--._.-----._.___.------•-•----� _ lQ�Qi_.•-•-••_._._._......_.______.__..___._._..___.__._._.__._._._.___...__...--•-•-•-•--.-._..... c�s�,_..__......._..__._____.._._._..._. ------ ,c,_ _Ali Existing, Natural andlor, Man Made Features on and within 50' of the Property Boundary _._._,...._.. d. Test Hole Data Indicating Soil Characteristics & Depth to Seasonal High Water Table;• _ _ , [�, [�, [�, e Contours Indlcabn ProWpe Elevations Min 2 , f Spot Grade & Finish Floor Elevations for Existing and Proposed Structures; ® � g. Cocat,on o 1NoodedAreas &Isolated gees wrlh a IVltnimum Dimension of 18" Dlameter; 1®10, 0, h:-`$o0�onservationbi"sfnct';oifS`urvey. .�+{�+®'�l+Svta.��.��.SAv`�..,, L_� Sw �.,�_..... ,..'_....�...�.,._.,��P� • 5. Background Information about the Scope of the Project, Location & Description of the Site, Proposed Changes to the Site Ail Existing Development the tnduding the Following S� 1`P.� and on site _ r , L :. �:.. AII_ImP'wo. 0rlts jft*dlo9 Totat, Afea,9f (,a.Rd_D15-fu_rb.0n_gp A7_?tai Slte_.4"d._ ---. -. _. - ... ---®ice b. AII Excavation, Filling, Stripping & Grading Proposed and Identified -as to depth, Volume Materials ? ;QeQi &Nature of InvoEved• _..._c_ All_Areas Re4uirfngCiearingandlorGruhbingti__.----._.___. ._.-------_".___. ,� r _____._.____._.__.._._..__._._--•-_.__.._..__.._._.__._....._.__ _._._._._-----j��0�3 d. All Areas Where Topsoil Is to be Removed, Stockpiled and where Topsoil will ultimately __...__._..__..__._ , r0, ©, e. All Tem ora & Permanent V station to be Placed on Site: f. A11TemStorm , (�] t -Z3'1=1 - _ .._ __ _ ..........- -• -. _- - - - -- •- •--- -... _ ._ ._ ._ .. _ _ _ ...._ _.._....._.__._._._......_.._..._........_.__.___._._..._..._._._..___._.__.__.__......._•.-_._.._....._ _ .. _. _. _.. _. _............. __ _ _ _ Iorary & permanent Water Runoff BMP Contiol Measures Proposed _ g. •The Anticipated Pattern of Surface Drainage Du rin •Periods of Peak Runoff t py• �;S v/�c; hs�, ✓ y; ' '�H ,r -j, j j� �, ��c�� . h. The Location of elf Floods, l)rivawa _ - ys, Sidewalks,"Patios, Structures, Utilities &Other i"mp`rovements, + + indud� Tem ora Access & Construction StQfnj Areas; __.f•-7fiet�latin "Fina-I'(;ontoursanco'rS- t(evct(anscftfies7�e.-- _.._._------._.._._.._..._._-., + , ,-•_•-------._._...._.....•._...._____....__._.__._...._....... ... ... ... .-•--.---._ .__.,........_..----..- 6. A Schedule of the Sequence for the Installation of All Planned Soll Erosion, Sedimentation & Stormwater Runoff Control Measures. 7. Descri tion of Pollution Prevention Measures that will be Implemented. _ �A -- ® � 8. Description of the Minimum Erosion & Sediment Control PraoUces to be Installed andlor Im IemeMed for Each Construction Activity that will result in Soil Disturbance. 1CP. C� t�w;,11,� �l,/tLZ �N� �;c; eS S, e,4 , , , � r '} 1 n � TL \ s �tC 9. Descri Construction _. _.� - F - - " -• _ _ _ _ _ _ _ _ ` _ _ •. _. _ _._ ... "...". tion of & Waste materials ected to be Stored Onsite. 10. Temporary & Permanent SOi1 Stabilization Plan that meets the Current Version of the ! ND New York State Storm Water Design Manual Technical Standard. 11. GeneralSltePlan- andConstructionbrawir sfortheProiect�__ -- "-------------- '"""""--_______,_._:.._,_.. «.._+®r0+C1r 1 -----ions_Ma--- Speaficatlo- 8 Inst-Dation Detalts fa-- Erosion & ---- rrt Control Practices- 13;-TemeorarrvPracticesthatwillbeConvertedtoP_ermanentcontrolMeasures.___«... t4t� 14.• Implementation Schedule for Staging TemporaryErosiont onirolPracticeorBMP._-_______�©�Q��-«- _1irni0i©i.`;ar�„CU`nce '15. Maintenance Schedule to Ensure Continuous & Effective Operatlon of Erosion 8 Sediment Control Practices. 16. Names of Potentia! Surface Waters of the Stale of New Yaric andlor MS4 that may be , � � , � I � Im acted by Development �©+0+®, + ✓� � i7. Delineation of Storm Water Control PlanlmelementationResQonsibil(tlesfaEachpartofthe�_„ «_ ---------------------ItEgl. ect Construction Site LJ____•..,«_. -Pra 18.All other Existing Data that Describes Storm Water Runoff and/or Natural Drainage SwWl ' _ - ` -" ' -- -« _ _"' `. _'" ." "• _' 19.- Identification ofAli Conntractor(s)/Sub-Contractors) Responsible for Installing, Constructing, _>®r=;Q, - iDi©ice; _._«__ ..,".«....._.__..__.____.___„.,„_._.,_),)_,_____ _"._«__.__,_..„• L. Repairing, Replacing, Inspecting and Maintaining the Erosion & Sediment Control Practices. a`orm wvazer rwanayemens %aonxrou Fran uneoru45z %V I - vs -1z 2A 05-26-10;12:46 ; Town Hall Aurwx .54375 Mails Road P.O. Box 1179 Southolld, NY 11971.0959 2982174 *0f SOVl�� 4 G Pwr • # 1/ 2 .—1,11v0e (031) /Uh-16V2 Rx (631) 7659512, roger.richert _town.sout o a_ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:- &aV,,4Salt c-,_ Date:- - -- Gompany-Name:-- Name. License No.: Address: �� ]C� Phone No.: 62- JOBSITE INFORMATION: ('Indicates required information) *Name: Ch *Address: Q (2,r -e- e k )> r: e leu-fH/It c k NY-- % 19 5 Z. *Cross Street: �tCao(ow I�, Qp,� �� *Phone No.:3 ��-y�(70. QY (6 3 (r S-3 �, a1 ?0 Permit No.: v� / ('p Tax Map District: 1000 Section: �j Block: Lot: I `BRIEF DESCRIPTION OF WORK (Please Print Clearly) CAS G(n p U Svc. ' mg_ G / /) 0(�O Sg� t�• /'lc� mom. (Please Circle All That Apply) *Is job ready for inspection: YES / 10 Rough In Final *Do you need a Temp Certificate: NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 , 150 200 300 350 a00 Other *New Service: Re -connect Yndergrou Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Reque5t forinspecGon Form RES. SEAS; VL. TOTAL FARM comm. DATE REMARKS LAND IMP. TOWN OF SOUTHOLD PROPERTY RECORD CARD 47 -5 �czz-nql)ep-!� o 71 -,?s p _uj A.1 ^AO q Is /IQ sp 'ans tod-be- +)!AV-%E'l rLOSDOIO STREET VILLAGE DIST. SUB. LOT ------------- 7 00 -,- OV -t- O'D 800 1,5> 500 -ORMER OWNER N E ACR. L.. -Z-0 u iea-s S W TYPE OF BUILDING RES. SEAS; VL. TOTAL FARM comm. DATE REMARKS LAND IMP. -------- 47 -5 �czz-nql)ep-!� o 71 -,?s p _uj A.1 ^AO q Is /IQ sp 'ans tod-be- +)!AV-%E'l rLOSDOIO -A 0 0 6 co 7 00 -,- OV -t- O'D 800 1,5> 500 FRONTAGE ON WATER. TILLABLE FRONTAGE ON ROAD WOODLAND,, DEPTH W L , MEADOWLAND BULKHEAD HOUSE/L T 4ND.. TOTAL , :�-1 - _._. 4 . 1L3: 1 U-1 10/10 A. Bldg. TcrT i 'xtension xtension Kte� sign atio^se irch Sc� :ck goal 123.-10-1 10/10 :xtension xtension Kte� Sion atio'�^5L ZA &0C'k )rch Scr Dck irage i3 Iwo ORMER OWNER 5 TOWN OF SOUTHOLD PROPERTY RECORD CARD w� N� VILLAGE DIST. SUB. LOT STREET �'�•" rpu C 1 N E ACR. ( ; E S W TYPE OF BUILDING f RES.SEAS: VL. rr w FARM COMM: LAND vv IMP. TOTAL DATE 'REMARKS (�/4 1 Y Y V" a) LGA 4G:. ,... ' `.r•. !�!'*f' yt j . �`� /k.y'��,.� r` �"'.;ti � 'i,� !� Gf ` Gl %Q� �i I'� � �.•V" � 1Ca��- f'SC �ri.l �L'°.{''..f�L ti-,; j� . ,tCA J t 0 0,:,, LVYN v o0 q,6co M 4-o Gaza -L 11 vv,.asuevi-o"t ` •i �f '!} 9 6 d (o�D -r VOL)�ysp� i8 ��v oz r< <�/o'f-L �d3��r 5(�i- Cazowl2cas ni 45,y 3 Dns t alle-ra 'ons _rc-0 500, Dva yo/-, FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND: DEPTH MEA DOWLr ND BULKHEAD HOUSE/L T TOTAL (5 �/ ?) ��40 )C, -Oo lb ?�-Ow .mw• mit • 1 «00 qqI a w iN r '06- loommilmlipm - I I � ;A= L i Ir �� ' j ,� ., �. .. . Y s �, , � ��'- cm I/ bearer is duly licensed by the County of Suffolk Commf.tl— SUFFOLK COUNTY DEPT OF LABOR, LICENSING & CONSLJMFR AFFAIRS HOMEIMPROVEMENT CONTRACTOR LICENSE NWE EDWARD GATTO BUSMsa NANE EDWARD DATTO INC LkM Humber 00. wu.a 34486-H 03/01/2004 IEOMTION OATE 03/01/2016 This certifies that the bearer is duly, licensed by the County of Suffolk IT.11,,11.11!11" Commissioner SUFFOLK COUNTY DEPT OF LABOR. LICENSING & CONSUMER AFFAIRS HOME IMPROVEMENT CONTRACTOR LICENSE NAME EDWARD GATTO BUSINESS NAME EDWARD GATTO INC License Number Date Issued 34486-H 03/01/2004 IEXPIRAMN DATE 03/01/2016 I New York State Insurance Fund Workers I Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 Phone: (631) 756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE NA ^ ^ ^ 113528926 EDWARD GATTO INC DBA EDWARD GATTO CONSTRUCTION 275 BAYER ROAD MATTITUCK NY 11952 POLICYHOLDER EDWARD GATTO INC DBA EDWARD GATTO CONSTRUCTION 275 BAYER ROAD MATTITUCK NY 11952 CERTIFICATE HOLDER TOWN OF SOUTHOLD 53095 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11088153-0 82778 08/06/2013 TO 08/06/2014 4/8/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1088153-0 UNTIL 08/06/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 08/06/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. EDWARD GATTO PRESIDENT OF EDWARD GATTO INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUNC U DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/certtcertval.asp or by calling (888) 875-5790 I U4/Ut1/LU 14 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In Ileu of such endorsement(s). PRODUCER Timothy S Purdy 45 Route 25A suite D2 CONTACT-NAME- PNE (AM, No. Extl: (631)821-2200 (".No): (631)821-2296 aoDwR6: INSURERS AFFORDING COVERAGE NAIC & Shoreham, NY 11786 INSURER A: Farm Family Casualty Insurance Company 02/07/14 INSURED INSURER B: INSURER C: Edward Gatto Inc INSURER D: 275 Bayer Road INSURER E : Mattituck NY 11952 INSURER F: I_nVFRAr:FC CERTIFICATE NUMBER- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES_ LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1LTH TYPE OF INSURANCE ADDL SUBR NUMBER MM/DDY EFF POLIPOLICY MANDDY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE rx-1 OCCUR 31521_7374 02/07/14 02/07/15 EACH OCCURRENCE $ 1,000,000 DAMAGET PREMISES Eao"oeurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. POLICY D ECT LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS -COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS COMBINED SINGLE LIMIT $ Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PeOPERTnDAMAGE $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE❑ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A STATUTE 1 71 ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPnON OF OPERATIONS / LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Residential Carpentry CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Main Street THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold, New York 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Oc 1988-2013 ACORD CORPORATION. All riahts reserved. REScheck Software -iii. Com'pliance Certificate Project Title: Le Strange Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area Percentage: 22% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site: Owner/Agent: Designer/Contractor: Mattituck, NY Compliance: 2.8% Better Than Code Maximum UA: 738 Your UA: 717 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Cathedral Ceiling 3,050 Wall 1: Wood Frame, 16" D.C. 4,565 Window 1: Wood Frame:Double Pane with Low -E 998 SHGC: 0.00 Door 1: Solid 56 Basement Wall 1: Solid Concrete or Masonry 1,680 Wall height: 8.0' Depth below grade: 5.0' Insulation depth: 8.0' Compliance Statement. The proposed building design described her4 is consistent with the building pl submitted with the permit application. The proposed building has beeo designed to meet the Y, requirements in REScheck Version 4.4.4 and to comply with the mandatory requireme ID Name - Title Sianature it.e. 28.0 0.0 113 27.0 0.0 179 0.300 299 0.300 17 15.0 0.0 109 pecifications, and other calculations Energy Conservation Construction Code eck Inspection Checklist.. N'A `%/ F- - :� A Date Project Title: Le Strange Resideppe Report 07/17/13 Data filename:.Untitled,rcX Page 1 of 1 SURVEYED FOR: KENNETH & ELIZADETH LESTRANGE PROPERTY LOCATED AT MATTITUCK LOT No. 15 MAP OF HARBOR VIEW AT MATTITUCK FILED: AUGUST 21. 1987: FILE No. 8377 TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-123-1-1 AREA = 49,266 SF. = 1.131 ACRES t SCALE: 1"=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. ELEVATION REFER TO NAVD FLOOD ZONE FROM FIRM MAP NUMBER 36103CO482H SEPTEMBER 25, 2009 ZONE AC SOUTHOLD BUILDING DEPT. AREA 49,266 SF. TO TIE LINES UPLAND AREAS = 37,967 SF. t 20% = 2.593 SF ALLOWABLE LOT COVERAGE MAX. PROPOSED HOUSE, DECK. STEPS. FOOTPRINT = 4.960 SF EXISTING FOOT PRINT HOUSE, DECK. STEPS. FOOTPRINT = 3,701 SF. PROPOSED FOOT PRINT ADDITIONS = 1.229 SF. E --C- I V E FEB 2 0 2013 (70..1--fEA1,311 SERVICES BUILDING WALL FF EL 17.2 GRADE LINE ELEVATION GRADE LINE ELEVATION 10.0' 10.5 zx FT, FT, iv TOP OF POOL 8.33' NEW IE +10.0 SEPTIC TANK FIE.428.0.)' IE +8.92' 4' HT + BOT OF POOL 4.33' � L( 10' DIA- ' 8.0' 37' 6" id m s m to C7 GROUND WATER ELEV 1.0' oV a SEPTIC PROFILE RESIDENCE z (N. T. S.) TEST HOLE \ IN.T.S.) � WETLAND FLAGS BY SHAWN BARRON-,,,,e� TEST HOLE BY OTHERS 7-20-2012 TEST HOLE DATA (4/4/91) ELEV = 4.5'1 N S o 1.0' GREY SANDY LOAM SQ 768 2.5' BROWN LOAMY SAND sat ✓'v 3.5' GREYISH BR CLAYEY SAND 3.5' WATER IN GREYISH BR SANDY CLAY '-' APPARENT H.W.M. - 10-2-2012 ,2• WATER IN PALE BR FINE TO COARSE SAND MAX. NEW NEW TOP OF POOL 7.0 FT DRY WELL DRY WELL 8' DIA 8' DIA 3' HT 3' HT m m BOT OF POOL 3.0 FT (n N - GROUND WATER EL.EL 1.0 FT. RAIN WATER RUNOFF RECHARGE - DRYWELL PROFILE (N. T. S.) CONCRETE COURT FR. RES. LOT 14 1r& d0 N/F STEPHEN & ELAINE SPARACINO (PUBLIC WATER) RAD = 40.00' LEN = 59.78' N W 11 RE -BAR 19 15.55: ' MEiEECSRIC t� SERVICE / . EFiCAIVATION INSPECTION REC�UIRED E`O;;AAlIT/�Ry SYS T EI�1 LTH LJUJARTMENT lieviscC plc. ti l r EXISTING CITY WATER SERVICE UNDER ROAD TO EXIST. HOUSE RAD = 60.00' LEN = 66.32' _ o - •- _ jO4 v�F D,� LIMIT OF CLEARING. 4 GG. ANDv�;�0 / GROUNDND DISTURBANCE ROW OF STAKED HAYHAL-ES WITH4. a�(. PROJECT LIMITING FENCE TO BE 1:\ _PLACE TO START OF CONSTRUCTION 1 6 ,�� TEST HOLE --!-� CONC. V�10� SfY E _ _ MON. EDGE OF (- + (0 / P P $ \ ; 10P MIN 6 \ % ` NEW IV ST MIN \ ` NEST SRY` CJ RAISED LANTERS 2• PRO SED 1 t' ; 0Q SAY WINDOW 12' X 2.?' PROPOS ��' co Ij N Z O WITH ROOFS DECK ABOVE RAIS �� 0' c O 00 �.�. PLANTERS d p me � ru o- ®� 15 -SX 6.0q/y. 9 T°°p a u� q �y `. coo r PROP h5 ��is 2tc a l `� AC UNITS CiiVEREO - 7�'9 r �°��O q AT GRADE PORCH -� - r N 36 0 ) PROP. 1200 GAL 79,2' 2Q Q' 4 BURIED PROPANE 0 9 y ' o TANK EXI !ENCLANG s X35 `L S(O KE pF ca r 0 PORCH' FR NE N. 7 10 5 v�FF . ��' 2g s, o `mss �' �°n � s teg •s ��y�o � . i \rha' 9.8 X85 ��, OOLG,� '• . R WnnO DECK 1 5 3' W DE QrK_/Q a, o w*r / t W/PLA TER N.^E ' IBdDy r,2� n 1' N N 0 W 0 E SIIFFOLICOOUNi ©:i=".;2ii;L'?dT Oi HE ,1 H SEnVIC�.`i PERMIT For Ar-pp0V,%L OF C'oNSTRUC ION FO A SINGLE I'AMi! ►Y RESIDENCE 0NI Y DAT4r2_ o I .S. to r 0. X 10- r� -sol A? PR I=a^ %•.II�:1JI.( OFM it ;CI,4�a E BUIL 't 15 3 0 a, S, E STEP EJ, (� N o ?S° �- o itOUTMOOR GROWER �S!*T$ACK �V UNDER LINE U1 4 � F DECK \\`- LIMIT OF CLEARING, cC z�ArF PROP ADD. GRADING. AND A 6 ODq k -� W/NEY; FOUND. GROUND DISTURBANCE zOA, d UNDER EXIST. ROW OF STAKED HAYBALES WITH BLDG. PROJECT LIMITING FENCE TO BE IN PLACE TO START OF CONSTRUCTION 2 STY PORCH REMOVE EXIST. TO BE. REMOVED O STAIRS, P/O WOOD WALK 30 Nt ��tyhNO /! hp? CONC. Uj MON. W000 BULKHEAD 0 °n EDGE OF WETLANDS `` Al0 oQ Sul "ye '10 ALONG FACE OF - OULKHEAD PER SHAWN BARRON 7-20-2012 S 88`50'59"W 61.5 9' '30 CALCULATION PER TOM SAMUELS JULY 26. 2010 1-4738-00234/00009 PART OF CURRENT PERMIT EXISTING SITE AREA LANDWARD OF TIDAL WETLANDS : 34:932 SF. EXISTING GRAVEL DRIVE4lAY: 3.003 SF. 8.5% LOT COVERAGE PROPOSED GARVEL DRIVEWAY: 2,903 SF 8.3% LOT COVERAGE EXISTING DECKS ON GRADE: 950 SF. 2.7% LOT COVERAGE PROPOSED DECKS ON GRADE: 960 SF. 2.?Y. LOT COVERAGE EXISTING DECKS ABOVE GRAD.: 852 SF, 2.5% LOT COVERAGE PROPOSED DECKS ABOVE GRADE: 862 SF, 2.5% LOT COVERAGE EXISTING OUTDOOR ENTRY STAIR: 111 SF, 0.3 % LOT COVERAGE PRPOSED OUTDOOR ENTRY STAIRS: 131 SF. 0.4% LOT COVERAGE EXISTING RESIDENTIAL STRUCTURE: 2,82? SF. 8% LOT COVERAGE PROPOSED RESIDENTIAL STRUCTURE: 2,827 SF. BY LOT COVERAGE CALCULATION PER SUTER & SUTER N VEMBER 6, 2012: & F ANK BARYLSKI LAND SURVEYOR F R PERMIT AMENDMENT P R FRANK BARYLSKI LAND SURVEYING 10-2-2012 E IST. SITE AREA LANDWARD OF TIDE. WETLANDS : 37.967 SF NEW SEPTIC SYSTEM PER SCHD OF HEALTH PERMIT # R-10-0010-8-4-10 TO BE INSTALLED EXISTING SEPTIC SYSTEM TO BE PUMPED CLEANED a REMOVED IN ACCORDANCE W/S.C.O.H.S. STANDARDS EXISTING SANITARY SYSTEM FOR THE EXISTING 4 BEDROOM RESIDENCE Ill 900 GAL SEPTIC TANK (3) 4 FT HT LEACHING POOLS (EX LP) TO BE RE CONFIGURED REMOVE EXISTING 900 GAL SEPTIC TANK ADDITION TO THE EXISTING SANITARY SYSTEM FOR A 7 BEDROOM RESIDENCE (1) 2000 GAL SEPTIC TANK (NEW ST) (2) 4 FT HT LEACHING POOLS (NEW LP) REVISED SANITARY SYSTEM FOR A 7 BEDROOM RESIDENCE (1) 2000 GAL SEPTIC TANK - NEW (3) 4 FT HT LAECHING POOL - EXISTING (2) 4 FT HT LEACHING POOLS - NEW LOT 16 N/F ROBERT W.& HELEN KEITH (PUBLIC WATER) EXISTING GRAVEL DRIVEWAY IS PERVIOUS 0% LOT COVERAGE PROP GRAVEL DRIVEWAY UNCHANGED 0% LOT COVERAGE EX ST. LOOSE WOOD WALKS ON GRADE 1.169 SF. - 3.1% PR P. LOOSE WOOD WALKS ON GRADE 960 SF a 2.5% EX ST. DECKS ABOVE GRADE 1,107 SF 2.9% PROP DECKS & PORCH ABOVE GRADE 1,747 SF, 4.6% STI IR CALCULATIONS PART OF DECK SHOWN ABOVE IN DECKS STAIR CALCULATIONS PART OF DECK SHOWN ABOVE IN DECKS EX�ST. RESIDENTIAL STRUCTURE 2.594 SF 6.8% PROP RESIDENTIAL STRUCTURE 3.233 SF. 8.5% OF NEW 'y� BAR)', 1-"' rA„ � SURVEYE Y. FRANK B ,`, ;6j LAND RIVERHEAD�IYII.-� PHONE 631- t=17.30} FAX 631-284-3697 OCTOBER 2. 2012 VEYING =a RUNOFF RECHARGE SYSTEM: ROOF RUNOFF ROOF RUN OFF SYSTEM - NEW UNDERGROUND DRYWELLS (DW) 8' DIA X 4' HT CONNECT TO GUTTERS & LEADERS DRYWELLS FOR RUN OFF DISCHARGE SYSTEM DRAINAGE SYSTEM CALCULATIONS ROOF AREA: 3.355 SF. 3.355 SF X 0.17 = 570.35 570.35 CU FT / = 13.51 VERTICAL FT OF 6' DIA LEACHING POOL BUILDING REQUIRED / LINE PROVIDED (5) 8' DIA X 3' DEEP RECHARGE DRY WELLS ;RADE LINE ELEVATION 10.0 GRADE LINE ELEVATION CONNECT TO ROOF a 9.0' CONCRETE TRAFFIC AND DOWNSPOUTS -BEARING SLAB MAX. NEW NEW TOP OF POOL 7.0 FT DRY WELL DRY WELL 8' DIA 8' DIA 3' HT 3' HT m m BOT OF POOL 3.0 FT (n N - GROUND WATER EL.EL 1.0 FT. RAIN WATER RUNOFF RECHARGE - DRYWELL PROFILE (N. T. S.) CONCRETE COURT FR. RES. LOT 14 1r& d0 N/F STEPHEN & ELAINE SPARACINO (PUBLIC WATER) RAD = 40.00' LEN = 59.78' N W 11 RE -BAR 19 15.55: ' MEiEECSRIC t� SERVICE / . EFiCAIVATION INSPECTION REC�UIRED E`O;;AAlIT/�Ry SYS T EI�1 LTH LJUJARTMENT lieviscC plc. ti l r EXISTING CITY WATER SERVICE UNDER ROAD TO EXIST. HOUSE RAD = 60.00' LEN = 66.32' _ o - •- _ jO4 v�F D,� LIMIT OF CLEARING. 4 GG. ANDv�;�0 / GROUNDND DISTURBANCE ROW OF STAKED HAYHAL-ES WITH4. a�(. PROJECT LIMITING FENCE TO BE 1:\ _PLACE TO START OF CONSTRUCTION 1 6 ,�� TEST HOLE --!-� CONC. V�10� SfY E _ _ MON. EDGE OF (- + (0 / P P $ \ ; 10P MIN 6 \ % ` NEW IV ST MIN \ ` NEST SRY` CJ RAISED LANTERS 2• PRO SED 1 t' ; 0Q SAY WINDOW 12' X 2.?' PROPOS ��' co Ij N Z O WITH ROOFS DECK ABOVE RAIS �� 0' c O 00 �.�. PLANTERS d p me � ru o- ®� 15 -SX 6.0q/y. 9 T°°p a u� q �y `. coo r PROP h5 ��is 2tc a l `� AC UNITS CiiVEREO - 7�'9 r �°��O q AT GRADE PORCH -� - r N 36 0 ) PROP. 1200 GAL 79,2' 2Q Q' 4 BURIED PROPANE 0 9 y ' o TANK EXI !ENCLANG s X35 `L S(O KE pF ca r 0 PORCH' FR NE N. 7 10 5 v�FF . ��' 2g s, o `mss �' �°n � s teg •s ��y�o � . i \rha' 9.8 X85 ��, OOLG,� '• . R WnnO DECK 1 5 3' W DE QrK_/Q a, o w*r / t W/PLA TER N.^E ' IBdDy r,2� n 1' N N 0 W 0 E SIIFFOLICOOUNi ©:i=".;2ii;L'?dT Oi HE ,1 H SEnVIC�.`i PERMIT For Ar-pp0V,%L OF C'oNSTRUC ION FO A SINGLE I'AMi! ►Y RESIDENCE 0NI Y DAT4r2_ o I .S. to r 0. X 10- r� -sol A? PR I=a^ %•.II�:1JI.( OFM it ;CI,4�a E BUIL 't 15 3 0 a, S, E STEP EJ, (� N o ?S° �- o itOUTMOOR GROWER �S!*T$ACK �V UNDER LINE U1 4 � F DECK \\`- LIMIT OF CLEARING, cC z�ArF PROP ADD. GRADING. AND A 6 ODq k -� W/NEY; FOUND. GROUND DISTURBANCE zOA, d UNDER EXIST. ROW OF STAKED HAYBALES WITH BLDG. PROJECT LIMITING FENCE TO BE IN PLACE TO START OF CONSTRUCTION 2 STY PORCH REMOVE EXIST. TO BE. REMOVED O STAIRS, P/O WOOD WALK 30 Nt ��tyhNO /! hp? CONC. Uj MON. W000 BULKHEAD 0 °n EDGE OF WETLANDS `` Al0 oQ Sul "ye '10 ALONG FACE OF - OULKHEAD PER SHAWN BARRON 7-20-2012 S 88`50'59"W 61.5 9' '30 CALCULATION PER TOM SAMUELS JULY 26. 2010 1-4738-00234/00009 PART OF CURRENT PERMIT EXISTING SITE AREA LANDWARD OF TIDAL WETLANDS : 34:932 SF. EXISTING GRAVEL DRIVE4lAY: 3.003 SF. 8.5% LOT COVERAGE PROPOSED GARVEL DRIVEWAY: 2,903 SF 8.3% LOT COVERAGE EXISTING DECKS ON GRADE: 950 SF. 2.7% LOT COVERAGE PROPOSED DECKS ON GRADE: 960 SF. 2.?Y. LOT COVERAGE EXISTING DECKS ABOVE GRAD.: 852 SF, 2.5% LOT COVERAGE PROPOSED DECKS ABOVE GRADE: 862 SF, 2.5% LOT COVERAGE EXISTING OUTDOOR ENTRY STAIR: 111 SF, 0.3 % LOT COVERAGE PRPOSED OUTDOOR ENTRY STAIRS: 131 SF. 0.4% LOT COVERAGE EXISTING RESIDENTIAL STRUCTURE: 2,82? SF. 8% LOT COVERAGE PROPOSED RESIDENTIAL STRUCTURE: 2,827 SF. BY LOT COVERAGE CALCULATION PER SUTER & SUTER N VEMBER 6, 2012: & F ANK BARYLSKI LAND SURVEYOR F R PERMIT AMENDMENT P R FRANK BARYLSKI LAND SURVEYING 10-2-2012 E IST. SITE AREA LANDWARD OF TIDE. WETLANDS : 37.967 SF NEW SEPTIC SYSTEM PER SCHD OF HEALTH PERMIT # R-10-0010-8-4-10 TO BE INSTALLED EXISTING SEPTIC SYSTEM TO BE PUMPED CLEANED a REMOVED IN ACCORDANCE W/S.C.O.H.S. STANDARDS EXISTING SANITARY SYSTEM FOR THE EXISTING 4 BEDROOM RESIDENCE Ill 900 GAL SEPTIC TANK (3) 4 FT HT LEACHING POOLS (EX LP) TO BE RE CONFIGURED REMOVE EXISTING 900 GAL SEPTIC TANK ADDITION TO THE EXISTING SANITARY SYSTEM FOR A 7 BEDROOM RESIDENCE (1) 2000 GAL SEPTIC TANK (NEW ST) (2) 4 FT HT LEACHING POOLS (NEW LP) REVISED SANITARY SYSTEM FOR A 7 BEDROOM RESIDENCE (1) 2000 GAL SEPTIC TANK - NEW (3) 4 FT HT LAECHING POOL - EXISTING (2) 4 FT HT LEACHING POOLS - NEW LOT 16 N/F ROBERT W.& HELEN KEITH (PUBLIC WATER) EXISTING GRAVEL DRIVEWAY IS PERVIOUS 0% LOT COVERAGE PROP GRAVEL DRIVEWAY UNCHANGED 0% LOT COVERAGE EX ST. LOOSE WOOD WALKS ON GRADE 1.169 SF. - 3.1% PR P. LOOSE WOOD WALKS ON GRADE 960 SF a 2.5% EX ST. DECKS ABOVE GRADE 1,107 SF 2.9% PROP DECKS & PORCH ABOVE GRADE 1,747 SF, 4.6% STI IR CALCULATIONS PART OF DECK SHOWN ABOVE IN DECKS STAIR CALCULATIONS PART OF DECK SHOWN ABOVE IN DECKS EX�ST. RESIDENTIAL STRUCTURE 2.594 SF 6.8% PROP RESIDENTIAL STRUCTURE 3.233 SF. 8.5% OF NEW 'y� BAR)', 1-"' rA„ � SURVEYE Y. FRANK B ,`, ;6j LAND RIVERHEAD�IYII.-� PHONE 631- t=17.30} FAX 631-284-3697 OCTOBER 2. 2012 VEYING =a SURVEYED FOR: KENNETH & ELIZABETH LESTRANGE PROPERTY LOCATED AT MATTITUCK LOT No. 15 MAP OF HARBOR VIEW AT MATTITUCK FILED: AUGUST 21, 1987: FILE No. 8377 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-123-1-1 AREA = 49,266 SF. = 1.131 ACRES t SCALE: 1"=30' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. NOTE: WELL AND SEPTIC SYSTEM LOCATION BY OTHERS. B.O.H. REF. No. SEPTIC LOCATION LOT 14 N/F STEPHEN & ELAINE SPARACINO d0 1�4; C RAD = 40.00' LEN = 59.78' RE -BAR 55' " E�ECTR%C 9uA SERNtCE 5"E �km Jam/ ^ - •,, ' rev �,ti0 / EDGE OF �1 LAWN THE NYS REGULATED / co TIDAL WETLANDS\ LP BOUNDARY AS ••I - FLAGGED BY A. FOURNIER AND sT S LARKIN ON 3-15-13 Li! + -A m®� AC up CO UNITS O co COD �20.1' M'o cc 3 L7 I N t'o O B n w • m 2 5 X26,6' I '. o, 2g3 - 9.6 V 40 G ` 7\ + ti N N p\p s9(LINV N N 60 \ . °S X68 Sg' 20 • 6+3, [L FLOP NF k L INE DNF ` . �F� 8� e 3c ...... APPARENT H.W.M. o 3 10-2-2012 + \ : CONC. \ ' MON. WOOD BULKHEAD WOOD 8 �A ULKyFAD I�L �•hj� S 88°50'59"W 61.5 9' EXISTING CITY WATER SERVICE UNDER ROAD TO EXIST. HOUSE RAD = 60.00' LEN = 66.32' F F20101%• 73 X94 2" 6v�'�N�PO W�pO CONC. MON. i LOT 16 N/F ROBERT W. & HELEN KEITH OFNEwyO -Al� �� BARys S CIO t. ►� , 442 LAN SURVEYED BY: FRANK BARYLSKI LAND SURVEYING RIVERHEAD. NY 11901 PHONE 631-727-1730 FAX 631-264-3697 OCTOBER 2. 2012 APRIL 1-2013: LOCATE D.E.C. WETLANDS 3-12-2015: FINAL SURVEY 'A' B. S.T. 17.6' 36' L.P.1 20.0' 24' L.P.2 37' 46' L.P.2 35.7' 36.8' LOT 14 N/F STEPHEN & ELAINE SPARACINO d0 1�4; C RAD = 40.00' LEN = 59.78' RE -BAR 55' " E�ECTR%C 9uA SERNtCE 5"E �km Jam/ ^ - •,, ' rev �,ti0 / EDGE OF �1 LAWN THE NYS REGULATED / co TIDAL WETLANDS\ LP BOUNDARY AS ••I - FLAGGED BY A. FOURNIER AND sT S LARKIN ON 3-15-13 Li! + -A m®� AC up CO UNITS O co COD �20.1' M'o cc 3 L7 I N t'o O B n w • m 2 5 X26,6' I '. o, 2g3 - 9.6 V 40 G ` 7\ + ti N N p\p s9(LINV N N 60 \ . °S X68 Sg' 20 • 6+3, [L FLOP NF k L INE DNF ` . �F� 8� e 3c ...... APPARENT H.W.M. o 3 10-2-2012 + \ : CONC. \ ' MON. WOOD BULKHEAD WOOD 8 �A ULKyFAD I�L �•hj� S 88°50'59"W 61.5 9' EXISTING CITY WATER SERVICE UNDER ROAD TO EXIST. HOUSE RAD = 60.00' LEN = 66.32' F F20101%• 73 X94 2" 6v�'�N�PO W�pO CONC. MON. i LOT 16 N/F ROBERT W. & HELEN KEITH OFNEwyO -Al� �� BARys S CIO t. ►� , 442 LAN SURVEYED BY: FRANK BARYLSKI LAND SURVEYING RIVERHEAD. NY 11901 PHONE 631-727-1730 FAX 631-264-3697 OCTOBER 2. 2012 APRIL 1-2013: LOCATE D.E.C. WETLANDS 3-12-2015: FINAL SURVEY 7:) C---\ 94 UUPPR VEDAS KIOTED DATE: 2 B. P. # FEE! BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COP�iPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOb7NXD70WN SA riI 3ARD SOUTHOLD TOWN TRUSTEES yUL-.2` N.Y.S. DEC OCCUPANCY OR USE IS UNLAWFUL ` WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, PLUMBER CERTIFICATION CN LEAD CONTEt� T BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEI:1 CAN,%'O7' EXCEED 2110 OF 15a LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFOPE COVERING Cwmy VATH CHAPTE « 1V FLOOD DAf3AGC PREV"2lnrll"" C JUTHOLD TO V Int CO:):Z S. U T E "R AND S U T E R DESIGN 0 A'RCRITECTURE LANDSCAPE t2 El -d VJ P.O.-BOX 1709 124 JESSUP AVENUE QUOGUE, NY i 1.9:59 6 3 1. 6 5 3. 3 8- 7 7 4 www.suterandsuter.com F AX, 6 3 1.6 5 3 .3 8 7 8 v- SA U T JE R AND S U T' E R D•E,SIGN k"R C 9 1 T E C T U R E LANDSCAPE P.O. BOX -1709 lz�JESSUP AVENUE QUOGUE, NY 1195 6 1. 6 5 3. 3 8 7 7 www.suterandsuter.com FAX 63 1. 6 5 3 .3 8 7 8 T f,0 IIS �IV A i s SA U T JE R AND S U T' E R D•E,SIGN k"R C 9 1 T E C T U R E LANDSCAPE P.O. BOX -1709 lz�JESSUP AVENUE QUOGUE, NY 1195 6 1. 6 5 3. 3 8 7 7 www.suterandsuter.com FAX 63 1. 6 5 3 .3 8 7 8 T f,0 IIS �IV I" i I" 14 AND S u* . T- DESI GNARCHITECTURE it -f I P.O. BOX 17-09 124 JESSUP AVENUE Q.UOGUE, NY 11 959 631:653.3877 www,suterandsuter.com F AX .6 3 1. 6 5.3.3 8 7 8 . L-OOR t- 17.7- ol AND S U T E R SIGN AR.CHITECTURE ' LANDSCAPE - P.O. B'OX 170.9 124 JESSUP AVENUE -QUO'GUE, NY 11959 .631.653.3877 www.suterandsuter.com FAX 63 1.653.3.878 6c�sr'rl 2,4i rr VT ry IM P.O. BOX 1709, 124 JESSUP AVENUE QUOGUE, NY 11959 631.653.3877 www.suterandsuter.com FAX 63 1 .653.387§ Ar%v 'k!V NV o L I ...... "T5 . . . ..... i i A-Nc Hoe 601, -TEe t{uotower p, u woe -Pelo ��Krrklell(- v al Y ve-cb4Aj..-l- .95- f V-TA, 1 -T fil �1 I 1 ( \Jl�q __ `14 i A 1. JA C" -PLA, <-rJPY r e , I All (P A 6/7 4� tb — a S, ut I 4(f op I o0l & Lol VAOrO 4 -L-,Ai I C 1\ u NN z 4-1 ZOD 1 4 Zr��•�Q tti 61/ fo to A/ T Fri 01\ j IZ2 w I J Q-nNVQ C -`r + 4 AA \ r � f JI 1� -- 1 4 ...... .... ... L m 11 I 00 r- 00 \Jl�q � s i it 00 r- 00 117 26 IND vu� 0 Al, All To -zr4s-r.: kit — Al, ' � \� -��_-_--� � � � _�_- ----_--_-_ � f --f -'-� | ' /doou 1/7 .14� ' '- -- - - '- -- '--- ! � ! \ � / � . � ' ' - ' - --` ^~~.El~^~," '- '-- - � ---�- -� ----- � | | \ /2 w _7 S� 4�a-p :P-d-rTrb*-, OF C) UTA Ttz '---------------- ' ��-~ _-_---__' - i \ / L~_ \ ` . / ./ / / / / 4-1 / ON 00, CN 00 00 cn � \� -��_-_--� � � � _�_- ----_--_-_ � f --f -'-� | ' /doou 1/7 .14� ' '- -- - - '- -- '--- ! � ! \ � / � . � ' ' - ' - --` ^~~.El~^~," '- '-- - � ---�- -� ----- � | | \ /2 w _7 S� 4�a-p :P-d-rTrb*-, OF C) UTA Ttz '---------------- ' ��-~ _-_---__' - i \ / L~_ \ ` . 4-1 ON 00, CN 00 00 cn UIIVIC141VIVJ IARC IULNIR+HL r -GR 71L)Er VIVLF-.7.j Ivv,Lv. L-IV1,). IV ig _~lC'�.�--.L.►�.f\... NOTE 3 8 5/8" 1 FINISHED HOISTIiAY 56 1/2- 11 (54") O.D. 1 1/4"LUAUTO GATE OPERATOR 28 1/4" 1 3/4" �- 8'0" CAB CA RAIL1) HOISTWAY BY OTHERS PER CODE. WALLS TO BE PLUMB r13 3/4` 13 3/4`-y 5 3/4" AND SQUARE. ALL HOISTWAY DOORS BY OTHERS PER CO' E. I RECESS 2) FINISHED HOISTWAY = 2 1/2" ROUGH FRAMING + DRYWALL + PLASTER + PAINT. 9 1 / 4" MD 3) 2.%" MINIMUM WIDTH REQUIRED TO MOUNT LOCK TO JX1B. g"16 1/2-: 0-0 A FINISHED HOISTWAY 58 1/2" (44 1/47) O.D. 5" 45" CLEAR -51" I.D. 5" MAX. WHEN _ GATE IS CLOSED 3" MAX. 1 1/4" MAX.' 1/2" MIN. CA I34 1/2" _ CLEAR GATE HOISTWAY OPENING DOOR 35 3/4" 36" CELLAR l 1ST, 2ND 1/4" J RF.COMMRNDRD HALL North Ballard Row f/cou aa79id1 Wl541726 ' Appleton, WI 5491111 ELEVATOR COMPANY Phone: 800-2384739 ELEVATOR CONTRACTOR: JOB NAME: LE STRANGE JORDER NUMBER: EXCELEVATOR SERIES HYDRAULIC ELEVATOR ABR DCR OPENING W/ ACCORDION GATE DRAWN BY: DATE: SIGNATURE OF APPROVAL NO. MILK I 3/8113 TWG. I C-002855 "cK A6o vE 2 x I Q t)MPIC� C s��1 S e- i 2 c e t �o`�cIQ 1r•�0'fCN SoUrJ `-� S 'f'N �©�..°G ''Gt-r. CI.. r Tzom I C Figure 3.8a Corner Stud Holddown Detail - 3 Studs With Blocking Blocking at 24" o.c. 1 2-16d Common nails at 10" o.c. Corner stud connected to 'transfer shear �. I X 9' POCC 1 7b1 S'r"S-70 6E- q[0C1FQ- Iwo z I 0 Iml 0 �DI V)I CN W) rn z w 0 00 r- 00 M M N M O U U4 00 M M �o M ON kr) 00, r'- C% 00 Clf) u ;7 C/) Ol En .i C14 t"L VN vv C rc,-�' ) r— Oro- z � M C) W) d en I RAQ C4 rcAr- (o (6afle -r- r.J Y, t -ac " � - wu s �4o-rC F: LA -17 Koo( pnZq �,M 1 --Vu r--' PLkTF CRkMKkL--Y CAeW 12-6je d� I c 2w To 00 kf) 00 AWTIO-41- I\v A 1_, Cn z I•Y ✓ N tv U-1 .14 - ------ TT > jDW 10 40 c? r- 00 cn Ns A FN- X L�l'.1: 'II W N II I ii 77- F7 141SI t r 0 69 T C� -T�UkS -64(zrev mAfT-c(4 =KrrF)< f:::-o--uwjp4jjcDq tS" BUT Aftq t 2, ! ,�TO *u !4 -f L -j At 67jcco o� Amok off— F9 Qt S q 40 x - JQ I tQ (4 o (OIL,, ow" Ta T7 �vV(�H Qoy ( '-Fo ('�t C-ok-ECT)Eo by WQJFf4. QPMo1ETA f< -TOWT t" 14" Nd�f�'; ft -1 lit7K, SST tt�T�C, qtr �crnl jr-jo C-�( 5 W6�� E- C� Ew A� w1wovis �- - _cu ff SU Q 'C4LA*5 5 5 IWN c rl 6 m-,- w 9-J A AT U P r -ajjAt—/ SO UO/ _7e4cn A /4 --r7p^ I (-: KAY A- -! --- --- I I - - I I - - —. I -- - -7� j lc;- V-- FK'103 so —lZr7O 73 4q�s,, - j:L-Q-vF 8AIV \JQ t 0 oayl.-A �0� -rut� r-1 0+s (A r ':)v4Kj6K- --._6 � _4��LqLzr5l O.bE.C�uLec -F 6E;L�cl et c y Alm$_ Cbo lU�►� �(b ui5'3 goo, -0 UT ILL I -ALL 1:1�AM"O 7-0 UE- A -TOe4l'FO UjAA6GYZ', -5AnweiZ-F -15E -r -- � - "t E7 -St4c) 5uCF54CJE- � 7 A -1-L ZH OW C-zQ QAt-L� 7c) 6f IZ- US F e�c � T z . . .......... li'77 464 SE-, I vj� �7-+ AVU� ae J-/4 ►.J Q�� ► � S`]�,� CO U. &--ZM T'C) 6C AU, Q(OG6 To RE- -A+ :&O 5y we��P, IrJ QjEy pie, vae, ap -A Lt,. G7KObS C-6 MIFTAL, -ro f)JE 072_ tsAf2l Ar2ti AC)q /LtC352:5-Te7N*Tley Ago NJ S� 5 5 P6U-T0Vt-;kRPEO -no WAT" F -AS c (A- WOr4W J� ew TPA --- '0 Vf =CF4 VAI -Fa TC.) .0601?4CW4 - ave -/4-TTD�< I(_-/ rar-rnj I,-- i0hS� - k/ L=?I),-A r-, r;�, A,, . wc� UA v K( V 77aWr'l I 67A�.41:JE55 rcAL 0;—z-4 6DPF 7o— 6EF J-lew UQIT-5 WA kye .-(Wt v -r co vGC 1pt 0000 A —�'o NFI.� ..v'r.l 5 l"i�. , �7� C �4r, n 1r1 �, �,�,.. C.� iJ �'Y`� � t� _ _W/. ih AT ly 4544V4. OCS joij",QJF �ZkA I Kt 1 I -lb Vic I (4 A.- -3 x, -lK f .4, x 15 Kk Rl- OVE�C TO COST, 4/4 00 FT64vq \.)(It L4MCS; -.Vorrey, ro-�Uff I 44L' M4;TALLA-Tk 0N4^ To &E 00 ul - 00 cn z ! M a 0 � I E it > 43 � F7 141SI t r 0 69 T C� -T�UkS -64(zrev mAfT-c(4 =KrrF)< f:::-o--uwjp4jjcDq tS" BUT Aftq t 2, ! ,�TO *u !4 -f L -j At 67jcco o� Amok off— F9 Qt S q 40 x - JQ I tQ (4 o (OIL,, ow" Ta T7 �vV(�H Qoy ( '-Fo ('�t C-ok-ECT)Eo by WQJFf4. QPMo1ETA f< -TOWT t" 14" Nd�f�'; ft -1 lit7K, SST tt�T�C, qtr �crnl jr-jo C-�( 5 W6�� E- C� Ew A� w1wovis �- - _cu ff SU Q 'C4LA*5 5 5 IWN c rl 6 m-,- w 9-J A AT U P r -ajjAt—/ SO UO/ _7e4cn A /4 --r7p^ I (-: KAY A- -! --- --- I I - - I I - - —. I -- - -7� j lc;- V-- FK'103 so —lZr7O 73 4q�s,, - j:L-Q-vF 8AIV \JQ t 0 oayl.-A �0� -rut� r-1 0+s (A r ':)v4Kj6K- --._6 � _4��LqLzr5l O.bE.C�uLec -F 6E;L�cl et c y Alm$_ Cbo lU�►� �(b ui5'3 goo, -0 UT ILL I -ALL 1:1�AM"O 7-0 UE- A -TOe4l'FO UjAA6GYZ', -5AnweiZ-F -15E -r -- � - "t E7 -St4c) 5uCF54CJE- � 7 A -1-L ZH OW C-zQ QAt-L� 7c) 6f IZ- US F e�c � T z . . .......... li'77 464 SE-, I vj� �7-+ AVU� ae J-/4 ►.J Q�� ► � S`]�,� CO U. &--ZM T'C) 6C AU, Q(OG6 To RE- -A+ :&O 5y we��P, IrJ QjEy pie, vae, ap -A Lt,. G7KObS C-6 MIFTAL, -ro f)JE 072_ tsAf2l Ar2ti AC)q /LtC352:5-Te7N*Tley Ago NJ S� 5 5 P6U-T0Vt-;kRPEO -no WAT" F -AS c (A- WOr4W J� ew TPA --- '0 Vf =CF4 VAI -Fa TC.) .0601?4CW4 - ave -/4-TTD�< I(_-/ rar-rnj I,-- i0hS� - k/ L=?I),-A r-, r;�, A,, . wc� UA v K( V 77aWr'l I 67A�.41:JE55 rcAL 0;—z-4 6DPF 7o— 6EF J-lew UQIT-5 WA kye .-(Wt v -r co vGC 1pt 0000 A —�'o NFI.� ..v'r.l 5 l"i�. , �7� C �4r, n 1r1 �, �,�,.. C.� iJ �'Y`� � t� _ _W/. ih AT ly 4544V4. OCS joij",QJF �ZkA I Kt 1 I -lb Vic I (4 A.- -3 x, -lK f .4, x 15 Kk Rl- OVE�C TO COST, 4/4 00 FT64vq \.)(It L4MCS; -.Vorrey, ro-�Uff I 44L' M4;TALLA-Tk 0N4^ To &E 00 ul - 00 cn z ! M a 0 � > 43 � 'u P4 Z V- U� -4t C14 00 cn O � °C'n ArV 1.1014(4)-- _11.11._____.__. � ___,..�.� - _ 1111 ��Tc- �� - __-1111._ i �- X1-�TI�G �"t STS '�' Hlou5s- -1014(4).- Hlou5s- -BUILwT IAJ F-11FIV t 1112 6 9"5 AN hrNd t (40"T 15 r4f rtj(Qk Morm: THAO Geo TS 7- 01 &;�em -NED ce � )l T9 r<AV N P (2 �D ch 00 00 A j w .. M La OL >-, U -, < 503 C,4 or - 00 > or= 5 -TT F maim m S'c M) 1j, NNW W1 - �le�lwj-il ts w 0 0 -2 L e,15 D40 ON 0 >11 0 0 04 W r. Au ON 0 >11 0 0 04 W -Alt %(YmT( _74 Vo 4 M (0,4 -4 E'�,U e&o� -T>j M CUL4 I2 �'f Oy . . . . . . . . . . C, eorlTo 0 OFC �Ae/OACF kN. -_ k_V_0_RQ4iP,- _Tt_4Se 110141 Tr3m ez&_:�k Ley AL -1, Al2?4A 2 0- 0 �66ie. fir[ _Pw 6ULA71-to I < < _7 00 r- 00 m jjjI cy LU LIO U! NL I N 00 C) Wv� OM J, SM 12LI-V C--A�:tEV-J W air 57 irk ly A C5 TO -�5TV'bt4-- FraAmE77�q IH AV", -MU A] ae3 - (o V� k9bwef, beA* V WA4-Vt,%J(4 AAeM6t9WE: AAALG'1 i NONE Ill fjr Www. 4__-*qA a I �D z z a I z • 5 R E I r - bo C'n M In. �D z I! al z • 5 R E I r - bo C'n M In. m 66 k T6 r-7uz)(OK je T-6 7=7wT" CA� 1-0 sTjvyu 5 *ro � 4*t,IFW QUO, '0dJlQe4- To A- -�- -S` r �c.w�S — '�( '' 647 Kf INEO'G-f)O ALQz TQ4- (3,41eig- ujAAj,,S -t C -El (,L),1�5 $F wot-SIFA.- U5 t;! c- 7 L, L Ll Vit~ s In �1 4 fntQAzH stF- - Tq-I&Y ALA, Oces 6F aEzo ttlploom -19604's OUT - &J (L -r Ue IVAM z�� PE7-14tV e �' kin t�C)�OC- <�:)OF LAACA�TI-E-y- Qpw('�4A(ls t ---------- A4u, 5E� 4MW "� ?-COA-TI I S 00 00 Ol -01 Lot "It 00 • C/) en IOBLOCKING PANELS USED FOR BRACING - Sinpk layer Yl•rned ahenhmq ar nm provbes to0o pq venbN I� In�mkr kyers.2000 p1<I ap' pywood a OSB nm ads any wMh joist depths up 10 17.72' mukss rnlh 2 k 4 mo squash i ioc' shown n dea Blockin of1' al 4• even M 6'o.a Check local building Code Iarappropnate delau in areas al blgh lal,nl 1.11. F11 DOUBLE JOIST CONSTRUCTION 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Leave %' gap between lop of filler blocking and bottom of lop flange. 3) Block solid between joists for full length of span. 4) Place joists together and nail from each side with 2 rows of 10d nails at 12^ o.c., clinched when possible. Stagger rows from opposite sides by 6" rlU SQUASH BLOCKS AT INTERIOR BEARING Vernal bad tamler • 2000 dmazabn P load Enri wall p np Load bearbq wall must sock Quer squash docks and and or bum kebwI L ins• Attach pia amh one tad boz or amkaroad on each nda of upnno 'Non-slad"M squash block vans require Qzq minimum `-Id raids adnnonal Not required d eo bad eonsidenlion, bearmo tall" ads soave Benno wall, G -P Lam' LVL a Gkd m Beam Check local keading NO for appropdale Of sit IN Ann al kioh I'lml lead. F5 FIBERSTRONG" / RIM BOARD CLOSURE venial bad Iramla . S7oo pd .' . a5o all W starer pal wdhout 1111 'Opaonal rm°bnsA id / CONNECTIONS AROUND WALL OPENINGS WFCM 2.2.3.7, 3.2.5.4 1 Special attention must be paid to framing around openings in walls. The framing members around the perimeter of the openings must be designed for higher loads to compensate for the lack of framing members within the opening. The WFCM PEAP EN rouplift� + G videsD I and I LA Plateral design loads for'heatlers over openings. A continuous load path must be kept for the concentrated uplift loads that occur on the kin studs and "soli studs. This g '� p4D�E�� J typically requires that the stud group on each side of an µ : ' ✓ opening be tied down to a stud group below (if the opening is on an upper story) and the lower stud group be tied to the foundation. Simpson provides several stud to foundation connectors, some of which are found on page 16 of this document. WFCM REFERENCE. Tables 2.1, 2.2A, 3.5, 3.6 - aDLO RULE l� t t I Connection Requirements, Each . x * a End of Header -Roof Span 'Header Span Uplift (Ibs) Lateral (lbs) 90 MPH j 100 MPH 90 MPH ! 100 MPH CS18 4 490 670 I 352 24 8 980 i 1,340 _286 572 { 704 HUC410' . 12 _. 1,470_ 1,960 _?T I 2,010 858 1,056 16 2,680 1,144 1,408 36 4 8 692 1,384 948 1,896 286 T� 352 572 .704 i '/2 12 2,076 2,844 858 1,056 16 2,768' 3,792 1,144 j 1,408 48 4 8 894 1,788 1,224 2,448 286 j 352 572 704 12 2,682 3,672 858 I 1,056 1 i 1 16 3,576 4,896 1,144 !' 1,408 • 4 1,094 1,502 286 352 �. 60 8 2,188 3,004 572 12 3,282 4,506 858 1,056 ' 16 , -4,376 6;008 1, 1,144 1,408 r. lauuudreu upNIL uaseo on 15 PST root/ceiling assembly dead load and 100 plf wall assembly dead load (U=total uplift - 213 D.L.). 2. Tabulated uplift based on MRH of 33 feet, for MRH of 15 feet or less, the tabulated uplift may be multiplied by 0.80. 3. Tabulated uplift based on a maximum wall height of 10 feet and a maximum roof overhang of 2 feet. Simpson Connector Fasteners Into: Header Stud Cut Length Allowable Uplift (lbs) into SPF (160%) CS20 9-8d 9-8d 21" 1,005 CS18 .10-8d 1D 8d 25" .1,188 616 10-8d 10-8d 31" 1,214 HUC410' . 16-10d 18 iod2 - 2,810. . INDICATES w L CONNECTIONS AROUND WALL OPENINGS UPLIFT LATER Single Strap Application (Multiples maybe used) HTT22 1. HUC410 hanger requires a nominal 410 or taller header size. 2. Nailing pattern shown for HUC requires a minimum double king stud. 3. HUC hangers must be installed inverted, other sizes available. • EDGE '- -4 0 "•�it1EADEFi`:^''S�" Common Wire -Diameter x Min. Edge Min. Spacing Shear Capacity Nall Size Length (in) Distance (in) (In) 8d 0.131 x 2.5 3/B 13/B 56 i " 10d 0.148 x 3.0 3/B 1'/2 90 ' 16d 0.162 x 3.5 '/2 15/,, 128 INDICATES w L CONNECTIONS AROUND WALL OPENINGS UPLIFT LATER Single Strap Application (Multiples maybe used) HTT22 1. HUC410 hanger requires a nominal 410 or taller header size. 2. Nailing pattern shown for HUC requires a minimum double king stud. 3. HUC hangers must be installed inverted, other sizes available. Inverted HUC for Increased Uplift Capacity 3 L 3"vTK iI 5l l,.i tNc.Ic- \. 1 I I ,' gull ( L� v ASN 51 JK �I tttt IV. -1 per.. 1 - 'tA 1'C'fiION PWM? ,° ED A <;r. t :�! i ► •�.9a1� 1007€; O¢ EDGE 0 "•�it1EADEFi`:^''S�" SPACING 7 End -Nail Diagram o Inverted HUC for Increased Uplift Capacity 3 L 3"vTK iI 5l l,.i tNc.Ic- \. 1 I I ,' gull ( L� v ASN 51 JK �I tttt IV. -1 per.. 1 - 'tA 1'C'fiION PWM? ,° ED A <;r. t :�! i ► •�.9a1� 1007€; O¢ 0 a Fr V; I 1 i 1 1 f f I • �i i a rn 00 00 r , h+� U rn z� rT v1 a C) a `� N tx Z Z W x V) .� 04 Z w J � T t sL o r- �� z It- M C) _ .. , • f _. _ _ �_ , .. • t . , .. . .. ... . - . 1---- -- I .. . . ,.t',..... . . ... . ..-_ __., , ..._-- . ' ......._ ... I • . • • I i .. ... • . , - • . I , , . , . .. � " : • --. .�• . 1. j • CONSTRUCTION NOT5S { TYPICAL WALL SECTION _ scate•.1"�t'a" u N'fy 1 ';^ : - t LOW FINISHED GRADE. . • I . ; .' - •r•, .~ � _ . • 1} ALL FOOTINGS TO REST ON VIRGIN SOIL & BE A MIN. 3 -Q BE 5 ilil� L I : , •.1 ( 4� - Prescripttvc Design Limitations a ,. I ' 2) ALL CONSTRUCTION TO CONFORM TO ALL STATE & TOWN BUILDING CODES INCLUDING 200 / . , 'CHANGES. -4. . I S) ALL CONCRETE TO BE MIN. 3,000 P.S.I. 28 DAY STRENGTH. GI A U t yr-() '� ! • ��1 = - ? �' ` VENT TOP OF ROOF WIRIDGE VENT OR z )OF. --•"•--"--' ' . • • , . '1.• Ret oe ' LUMBER TO BE DOUG. FIR #2 UNLESS NOTED OTHERWISE. - 4 ALL FRAMING LU - R sysrat S . A S TO CODE Attribute LEsnftatloa n gusts a' I RIDGING MAX. 8'-0" ON CENTER. . ,_.CDX - . ' l' �'` - . - . . - T 5) B O 5 g,. O - . . 1 BLE FLOOR JOISTS UNDER PARALLEL PARTITIONS AND BATHROOMS. •tnmber ,-•totsespaa _ , , -• 6) DOUBLE -0'. MIN. HDR SIZE (2) 2X10 UNLESS R 1�TT INSULATION WNAPOR BARRIER G J 26y 3.1.3.20 - "'� • DER HEADER OF ALL SPANS OVER 4' D SIDE. I Joists W. - I 7) DOUBLE JACK STUDS UN .. 2� • f1ATE - Joist 2a•oe 3,1,7.26 - _ • I NOTED. O �/GYP.BD. . csatfteycm-suppmingtoadbesringwatlfor d 3.1.3.2a 2.1a 4 ' N -j' "� ' J 8) ALL FRAMING NAILS TO BE GALVAN12E0 NEAR SALT WATER EXPOSURE. }� Y shearwallf' + 4 �' i 9 RELATIONSHIPS OVERRIDE DIMENSIONS, DIMENSIONS OVERRIDE SCALING. _ 1 :*�° is 1 O BE GLUED & NAILED. ALL LUMBER TO BE CONTINUOUS LENGTHS. 1 Set6xks-Ieadbearing waltf orahcaswalls' d 3.13.2d 2 11 t irements for Wind -Exposure '° �` _ I 10 ALL BUILD UP GiRDERS T Table 3.6A Ridge Tension Strap Connection Retia : �•�' `''��' • :.. Li`, } , " " ON BOTTOM & 24 ON CENTER . . Floor vertical tToarolitet Tabta].I6B 3 t3 z[ 1z I flue Allem ~ ` ,3,-f, waam' ' 11} ALL BUiLT UP FLITCH BEAMS TO HAVE / DIA. BOLTS 16 CENTER ON t L ' ��' " . 1 TE AT EACH END: - " .,•'r '°' a , rs MIN. PLA Db°" FWroiap?smVn0pectlte0o' (Pfescrp ativetoTable3.6) " ' >< 5 . t ON TOP, ALL TO BE 2- FROM EDGE. M BE FINISHED WITH 518' FIRE PROOF G.W.B. i ' • CesseraflTar50•Aof 7.1.3.2 IA '•a••��r' !, � -(,�• I 12) UTILITY AREA OF FURNACE AND ATTACHED GARAGES TO t FloorDitptuagmppenf rgs t BuildingDtttsrttEon t Dad Le"4AammptWn3tofAsx=blyDL_IQPrr •r'• t i k ,` :t�. • i 1 D !20 0 140 1 I • ! t i . . a't {r..:st!, _ :, -..iii .: Av LSYmlE,TAq;: - "! : _ ::,�,7: a ;titin. :t;; i; TO CODE, :.. :... ; ;..: _ i `' i so 13) FIREPLACE TO BE SUPPLIED WITH FRESH AIR VENT AND GLASS DOORS PER 2003 ENERGY '' wausttrd, 3 �� loadbeariagwall}{eight IO' 7.t.3.3at ' CONSERVATION CODES AND FIRE PROOF' HEARTH TO BE INSTALLED PER CODE. (FRAME FLOOR I FASC!A 1 t nxeesecanaoustwiaaspatd(mpb) u 9f too u i ( I. - � Itcof Spa N®sberortdCoos,alsWASorIodgo�NOStoew,endorI-V4-St<spu'�' � I . JOISTS PER CODE AT HEARTH WITH REQUIRED SETBACK). FIREPLACE FOOTING TO BE 12' THICK _ r ' 7' 0 I Non-taatdbeadng WallHelght 21y ].rasa eat ' " ND FIREPLACE POUR. WELDED WIRE MESH 2" FROM BOTTOM TO BE IN THE . I' SOFFIT WiCONT. VENTING Y ' u•oe ].t.3.3b . t 2 ' 1 2 1 2 3 3 4 °"'" s - , ' AND EXTEND 6 BL_YO li j r o 3,,.3.30 11,].16 4 4 s 6 , • , - I Wdl stud Spaeing 4 4 s i FOOTING. P. T: , shes:wfm Shearsxli Liao Olftet 16 1 : 3 1 3 . i✓. I 14) =1P DENOTES 494 (T=- - POST ON 4'X8 (16" CONCRETE BLOCK 3 -0" , , - 28 2 2 1 ] 6 7 , . . + W GRADE. ALL DECK FRAMING TO BEA C.C.A. PRESSURE TREATED LUMBER. i _ Sbearlldi story 1p=t AS d 3.1.3.3d 1.6 f:12 :4 2 2 3 3 4 s �+ _ _ ., BELOW r " 12"THICK POURED CONCRETE Th r, - _ (,t r' U,'=1` S.f=,�• s ', s S),ranrallS,gmmtAspeetttatio Ta61e7.17D ].130. l.7 32 1 4 3 7 ' ' + t ,I s t , 4 X12 TH _ 2 2 3 6 7 t pi. Y COLUMN ON 24'X2 �^ ::• - - ' '''. tf�'DiA. }ALL (• stDlraG o DENOTES] ` i:jcg' RObP..SYS[$!S'•': 3'•r1.5{':.:'i.i,i:'; `\'%':'i:'':;•7:.;" 4 s 1 15) COLUMN TO BE FILLED WITH POURED CONCRETE. I TYVEiC INSTALL BEFORE W1ND0^tI1TS - -�� j ',:' ,':� i•: 56 2 ] - FOOTING. (ALLY " • " ED CONCRETE !' - �� Lt®ber �RafterSpa(HotimatatProjection) 3.1.3.4% 1 2 2 z 3 3 4 ; tt aeda TOP Stod Rlataaard eotlamstu ,: I- -i 6" CONCRETE PIERS ON 16 X24 X12 POUR y• OSB OR CDX 26° t2 I 1 1 2 2 3 3 s,,,„ Fastertrersttax �� AaoanmtupOttObs} 16) i 1 , DENOTES 8"X1 I . _ , ` _ - - d ' A "• -..- --, FOOTING. 2xta AT 16` ON CENTER W15 /a" BATT IN: J ATLONLO Rafter' Ranerspadng 24.00 3.1.3.4b 16 t - _ ` nz - 4 4 ! 459 =+.`" , 4' POURED CONCRETE. 2X4 AT 16' ON CENTER W/3 % BATT IN: i ATION gavaosc&mgLengtbt Lasaof2'.rx l.t.3.4a ZI[ 20 2 2 2 3 3 4 s - - 17 BASEMENT SLAB TO BE - ( tszo 4.ed - 4 Bd 30' .. `; ;(tt : 4 2 2 = 4 L52a" 6-aQ ', 6-Bd aC i>BE ' +.;-'�. o .,.4: ytc • � 1P 18) CRAWL SPACE SLAB TO BE 2" POURED CONCRETE. I ,�" GYP.BD. nnafpaN3 4:12 z s 6 7 - } " MESH REINFORCING ON 2f : 1 ' 3 4 6 7 �' lSZO to -ad ' t08d- 42' t cos 's/ STEEL M Raka0mh=ILca8tb' LesmofTor 3.1,3.40 Lig 32 2 2 3 • 4 s g CSte • ' 9•Bd -'�Bd '42' t -.t ;:;` i o t ,, I 19) GARAGE SLAB TO BE 4" POURED CONCRETE WITH 6`X6 X616 S COMPACTED SAND & GRAVEL. PITCH SLAB TO DOOR MiN.'/4 "PER 1'0 t°fw0� 3d z z ' 4 S d s 3 ism'• 7•toeztl 7•todxta - �' - / Raof5lope Flat•12t2 3.1.3.4d 11 1 1 1 1 3 2 rspt.; • r+. 20) FURNACE AREA TO HAVE FRESH AIR VENT AND FIRE PROOF FLOOR TO CODE. ! `/ - 3 s 7:10 A - 24• 1 VA 'r•"• 1: I Roof RoofDtaptusgrnnAspectR%do' Table 3.16A ].lJ.4a 16 1 1 1 2 2 2 tmb A @Smut ,. - OP BLOCKING 1N ALL•LOAD BEARING WALLS. • � ,. z 2 s 3 4 • 1' Irma 7.10dzt1f 7�tOdt11� • SBo / : s�;'' ' r't;:, 21) INSTALL FIRE ST 20 1 1 -22) FIRESTOP PREFAB. FLUE SHAFT TO CODE. MAX. 8'-0" ON CENTER WITH 1 HOUR RATING USE 518 f ; _ f /� Dlapleagaf 3:12 24 1 2 2 2 3 3 4 S t.ioadssavftxent+arts:eQw>sfioxtatu4udtofdiatp.ao6smert�aasragotred. ,1/.1 a � I Z Scapa aa't iy trahOtd tlttf OSPIpHrood:tralAlnO (W rrorl f"b'ro bad reduetloa, tat �> d7lbtlolt ,� tsSM `� TYPE'X' GYPSUM BOARD: 'seecxeep owl .t RT �� _ '• Formatmow[earl,tabutattd{paraorattra[sedto20tt 22 2 2 2 3 + s 5 7 L1 eranalshrfaadltkslS4tsatbapeclfedNthe {heat icktluosrphsht:Otltt7 d E 5 MIN. RATED WALL, DOOR; &JAMB. D00 0 4 4 s 6 etRtes•s.(2x}x(+otttatftatet><ttstfdl.ttttarad>n1 I . 23) SEPARATE HOUSE AND .ATTACHED GARAGE TO COD 4 , I tNISHED FLOOR i A . ; %� 17V�N -C I: i." �5X SUBFLOOR GLUED AND SCREV I O T JOiST . , 36 1 2 s 3 1 2 2 2 BE SELF CLOSING. HIGH FENCE & 11 - 1 1 I �' I 24 IF A SWIMMING POOL IS INCLUDED IN THE PROJECT, IT MUST BE ENCLOSED WITH A 4 H AIRSPACE 12 I i 1 s 3 • , ' IYFGMRfFfRfNCe TablesZ21,33 \. t� ` • + ) WNAPOR BARRIER t HEATED t6 1 1 t 2 2 3 4 .. .. t >= ' TO NYS CODE. ,�3 : BQiT INSULATION ''� : i SELF -LATCHING GATES, I a . - 6.12 1 25 NOTE: ALL LUMBER TO DE INSTALLED AFTER MOISTURE CONTENT REACHES AMBIENT EQUILIBRIUM s r zo 1 s 2 1 2 ,' � t• a t DE. 24 t 1 2 2 ; 3 4 4 `i ,. s s t + . ) 1RDEfTS, FL. JOIST, TRIM, ETC. �•t 2a t 2 2 2 ' ' s ,• t r t t t o a t ` i. G s �� I CONDITIONS E ,_ , i 26} INSTALL GALV. RAFTER TIE DOWNS TO TOPPLATES 1N ALL FULL HGT... - {CATHEDRAL) &ALL i _ 11 : 32 2 3 2 3 4 4 s It •Std3pacing RoalSp2n 96tdPR IBB MPH rs��tI f 36 1 3 • 2 � 4 2 2 24 113 203 . • � ',' ya',i(• t - RAFTERS AT SEASHORE. (SEE HIGH WIND NOTES) !1: - ti /r„_ O h i'? I z11 O�'FGORNCI� f• 1 2 . BUILDING FELT OR TYVEK OR EQ.} TO COMPLETELY COVER SHEATHING. . 1 ' I 1 1 2 2 2 z s 35 214 342 ''•' TABLE 8301.5 l6 1 2 3 3 3 12'oC 4s 315 ino 27) BU ( SES. FOR SITE 1 Z. O j`? 1�R 30• MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I' 20 t i 2 ' 3 4 28) IF WOOD T BEAMS, MICIROLAMS OR EQUALARE USED, FOLLOW ALL MANUF. SPECS. J. I . , 2 s ' S0 415 014 + STORAGE, INSTALLATION. DRILLING, BLOCKING, P. LOADING. • l�� _�� f I t- ) lA;�, 39 I- 1 J/ G 1' 3 ;�3 Lt/hSN =r2 (in pounds per square foal) 7:t2•tz:t2 24 t 2 2 2 3 3 4 4 ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS. 'J' BOLT LOCATED PERTABLE # 3.2A" t . - •- -t__ 21 1st rrt u''`I 29) THEA MUST BE APPROVED BY THE ARCHITECT OR THE ' • i URAL CHANGES IN THE PLANS . . . I, 2x0 TREATED SILL - / r I ' I 30) ANY STRUCTURAL .. i ARCHITECT IS NOT RESPONSICLE FOR THE ENTIRE PROJECT. I. SILL SEAL UNDER TERMITE SHIELD ' 31) THE ARCHkTECT ASSUMES NO SITE CONDITIONS THAT ARE NOT INCLUDED IN THE PLANS. ANY ROCK FINAL GRADE - �� BEDROCK UNDERGROUND STREAMS, ETC. MUST BE SiTE INSPECTED BY A LOCAL -� - , . I FORMATIONS, r `�"" ENGINEER &ANY STRUCTURAL CHANGES THAT OCCUR THAT CHANGE THE'PLANS ARE NOT THE' - . ; RESPONSIBILITY OF THE ARCHITECT. D S ATES'CODE I- ` • • -� i 32) COPYRIGHTED: ARCHITECTURAL WORKS COPYRIGHT PROTECTION.ACTPER UNITE T - •V.. , ' ALL ARCHITECTURAL WORK CREATED AFTER DECEMBER 1,1990, INCLUDING THIS SET OF PLANS, iN i . 4" P.C. SLAB i .' „ TERMS OF OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF. SPECS AND is 2' P.C. SLAB AT CRAWL SPACE ' EL:EMENTS IN THE DESIGN, FOR A PERIOD OF 75 YEARS: ' . ` I 8" P:C. FOUNDATION WALL _ . . _, , ' i ' W/DAMPROOFING ON EXTERIOR -' ,, „ • • t • ED JAN. 7, 20 1 -r.• •� OF NEW YORK STATE DAT f ' • f •' ' 1 I . I i . COMPLIANCE 1MTH RESIDENTIAL CODE weathering Frost Termites Decay Winter Ice shield Flood Air Ground Wind Seismic Guardrails in -fill colri onentsf line Passenger vehicle garages" 503 • Design underlay_ Hazards • Freezing snow speed Design 4 dept 24 -•t `` Temp' meat' • (see Table 3.5A) Index load (Mph) Category ' Bottom Plate to Floor joist, Bandjoist, Eindjoist or . h • 2-16d'.2 perfoot rC i i required . Blocking (Face -nailed) 5 PSF �7 U) . severe 3r' ' - rate Moderate miogdetrate 11 F S 7 2 ro 4-10d {joist pe 1 ' t 2 Stories 5 Drdgirg to Joi_i (Toc-- tiled) 2-8d 2-10d each end 3 3 CLEAN SAND BACKFILL --. - ; , • : .. t I r' . ` 16' X 8" P.C. FOOTING WIKEY - - �. , -, . ' • ' �' r E OW GF a lE 1 . • USE • LIVE LOAD Attics with limited story eO • 20 Attics without store eb 10 Decks% • 40' Exierlor balconies 60 Fire escapes ' 40 ' Guardrails and'handratlsd 200 Guardrails in -fill colri onentsf 50 Passenger vehicle garages" 503 • Rooms other titan sleeping rooms ' • ' 40 Sleeping rooms 36 Stairs 400 /1 28 1 •- I j t.L7 n 32 1 1 2 3 3 4 6 6 "36 - 285. 455 i tw`•aw `a� . 3 4 -.3a O.G.... IN,ra•4 moi,gp��f�,��.i 76 2 2 to tq reultlplird by azo far:damlos not loerrd wttaht a red of -{Ilam- ' ' 43 . . 4Nl- i/"'• "w•""4 t;'t3axFrzli.� -... B P �T� 3 + T.ta Ltcd eannut oat raga remesu th"O bo perm ' 60 553 • - �4 sa,'" "a1`, eornera . y� ,- , t (LBP a T abalated ridt" eoneaer. ktdr "rnm+e a WwAs located in Ell- D. • T[p1at C51oft7118UtJn a: a.. •slmlil V,Tof RfFfpaCe TabterZ211, 3.3 / '�' a Tl"WdcVmwceoorcqubaaeesswebasedmtotalVPO92mil.bof�ssootusaobbdndrtrape3chic. ) ��{�• ,�L•�PaA'd" mahi aha atZtyr4a•FloorTla F^f•', onlyft } 4 4 TabuWedmtm rectolmecotswe6oadasi126"hddta*`P""a;•rosdfRrar 6 Pll 11 . "'1''+�X,?` �" ub.utodWuesbyamrmopistemwdpnabdo"'• � ' t• t t t W'-'� IudeaCoanoctlds5p,dnil l I' 16 192 14 41 �' I • •. MulLiptla Loo 7]3 1.60 200 400 i • 1Ei• :: a WI cn the ubutaud camber of eaila r Dir d ie aac6 e%d oroo m"p a •qaa' a t and rbc tt"muy b attached is aeeardarre wrth . Stud Spatln0 Roof $130 98 G7PN 100 tdPN : � - - ] CS tdt318 • a,t.. f -.t. T,b1e 3.1, she ridge rirap sesta additiasal mllins b sd rego6ed Fa eseh ad of the tenor l e {red t of ! ` 24 119 , 2G9 ','s`,'^••g 4 Wbmeconsrualsv odialiauefam:os"N*A►sabe*oftOdoommoltusnsso4o6ad • eatedtbetsbel"tedmssobuofWtwnsooneeibinasssl*,p.wowmm,6uof12dtnas>u3sinur>acadaft6emliartia 72'O.0 •- 36 -' i 408 • ._•-•� �, �� :s 1 48 ]Bt 548 ',; I 3 - ]red.2eaterdgea TattdtsbeorA l0dbat%sib 133akclat�a� . ! . 1.11{ 20 pea tJdta %trap *Abe o[ASTM A6S3 tads 60' •let • 685 ' I/ G f -d I -I• 5 yam/ tk ri4l i r 1 •'`t MINIMUM ii i 38. .. .._ .644 _ • 0. LA)1?b-T' V (1*. (^ •, ' EMHEDMEt4T ' ,• ITO.0 - 3 '. 'l 49 588 728 -'511, �� :2 *• 6b. 0 641' 9I3 �• ' i ON VIRGIN SOIL & MIN 3 0 B L ... - ' 1 0 - '�" - . ... _ ......: • t.Tibobudapa t-d0415pd"0VctMq--byendbadaidlo0pttteages 7da,d►>.dry.tohl,pID7.11 '''' l COMPLIES WLTjiTABLB 8403.1 & FIG. 2 03.1 (1) �i, •J r ' ' J•orS1: ' I pound}xrsquarefoot=0.0419kNh l square inch mm2, ' Typical BP ' • 2hermtedvPun a+tl 037 taaatwtdlsteetor(as awtatarxeat�ttntytom1PfedbyCIA i . ; 1 pound = 4.45 N. i YP 3. abettor upo bawd en t mvirm n tn0 belphl tM t0 feu arta t tttodmtnt toot tlratrap 011 feet _ • ' I a. Elevated ora fAoorssllallbcca ablcofsu ortin 02,000- oundloada installed o e • - • CONFIRM"DRAINAGE OF SOiL,'IF }NAC ; lUATE, garage P PP g P P• with a Mudsttl . ' 010 Rafter/Ceiling .loist Heel Joint Connection Requirements t , plied over a 20-square-inctl arca. Anchor Boll • 3.9A ' I' - INSTALL CONTINUOUS FOOTING QRA t TILE TO l3 Applies to %(tic spaces meeting the regairemcnts in Section 8802.4.1 for -`i' !.'.f %% /.%'$ r'� ;c. .,...'u csk::;a.,: r»� :t�:.C+;,t:..: t,4•.xw ,1: n : , (Prescriptive Alternative to Table 3.9} I' STORM DRAIN. - conventional ceiling joists and Section 11802.10.7 fortrusses, Alties without _ i ' !', , those where the maximumclearheightbCtweenjoistandrafleris• - Load,\ssumptlunt:RoofAsscmblyDt"IOpsf : :' storage • , e s !L t d GroundSnosvLolut s g fC .._.... .. Dcat1 • , i', lessthan42inches,orwhercdicreurcnotttvoormoteadjalcenttrusseswith ' " ► Rua ;vat tea i +; 20psf 30psf Opsf Psi . I ., . .. ,. on in tt : , :.. . •„:. - e. greater, i a ate I w� con tl a plan of the truss,For allies Roorspan(ft.) . ___. .,_... ..._ Y �______�-- ___..__._--. _-... _. .. .. wlithoutsto Fetl sliveloadneednotlbeassumedtoactconcurrentlywith s r 6 Iz 7z4 36 . CONCRETE COMPRESSIVE STRENGTH [SEVERE :J -- "--' - -Y q---" t -" " ` - -- - - - 1 able 3.4L3 (Roof -to -Wall, Wa Wall -to -Wall, t a rad Wall to Fotzttdatio } ' R d, umbecof 16dCommonor as at ca amt annect'«, ''''' an other live load rc urrcmen s. t- z4 76 12 '1 76 I 3 �` T Uplift Strap Connection Requirementts - Exposure B ' . R ll, W - O -W llf 0 n I R nerSpacing a ire Y 40d 0 N 'ls per tf I1 C • Is { a - , RsRer Slope tit' BASEMENT 1NALl.�� B�SI�BS= 3 000 PSl GARAGE SLAB 3,500 PSI . , Table 3.2A 5/8" Arc hor Bolts - Sill Plate to Foundation Connections Resisting,(Prescriptive AttemattvetoTable 3.4) I ('n' F I 12 t T to a 8 Iz 6 1 17 9 IS 2z . : Shear L ads from Wind - Exposure B ` Table 3.2 Sill or Bottom Plate to Foundation Connection Requirement's foil ,6 f 9 17 s to Is s Is 22 l0 20 29 Table 3.1 Nailing Schedule Wind - Exposure B DeadLa%dAafmPna>a Raaai6%gAfa=ehDL�lsp=t 3:12 2 19.2 6 11 16 6 12 le . le 27 12 24 33 . _ (Prescripth 3 Altemative to Table 3.2) 1, 2� 33 tf 29 44 I - _ Number of Number of ' ; ' • Joint Description Common Nails Box Nails Nail Spacing Three Second Gust - rad Speed (mph) 85 40 100 110 120 130 140 150 5 sf W 11 DL- 60 if Foundation F d1dingDimension 519" Anchor Bolts 1 .•• .,,......::.:. .,. _ ;.•. __ ...,... . ' AVALL FRA14WG" • Rafter to Top Plate (Toe -nailed) (see Table 3AA) (see Table 3AA) (see Table 3AA) (see Table 3.4A) per rafter per joist Ceiling Joist to Top PIate (Toe -nailed) Ceiling Joist to Parallel Rafter (Face -nailed) (see Table 3.9A) (see Table 3.9A) each lap Ceiling Joist Iaps Over Partitions (Face -nailed) (see Table 3.9A) (see Table 3.9A) each lap tie Collar Tie to Rafter (Face -nailed) (see Table 3.6A) (see Table 3.6A) 2-lOd per each end Blocking to Rafter (Toe -nailed) 2- 3d 2-16d 3-16d end Rim Board to Rafter (End -nailed) 3 Header to Header (Face -nailed) 4 Supporting 3erpendicvIar to Number of Bolts Required in Shearwall Liners) •� ! iearwall Line 00 yy..1 , - ✓-� , . `s}a . "V Structural Panels ' AVALL FRA14WG" • - _ (see Table 3.10) • � 1 Story 2 • - Tc2 Plate :o Top Plate (Face -nailed);. + 2.16d' 4-16d 246d' 5-16d per foot joints -each side . U) ,: ' . + Ci i . per support . ' • Top Plates at Intersections (Face -nailed) • . . , 2-16d 2.1Gd 24" o.c. M I 1 4 . ' Stud to Stud (Face -nailed) 16d 16d 16" o.e along edges 'p 1 3 Header to Header (Face -nailed) 4 5 24 -•t `` 2 r •- Top or Bottom Plate to Stud (End -nailed) (see Table 3.5A) (sec Table 3.5A) per stud m, : . I. _ ' Bottom Plate to Floor joist, Bandjoist, Eindjoist or . : 2-16d'-2 2-16d'.2 perfoot rC i i 4 . Blocking (Face -nailed) 5 6 32 U) . 3 . .. : FLO 0 R F12A14 'fIl\ G' . 5 t7 Z 7 • Joist to Sill, Top Plait or Girder (Toe -nailed) 4- 8d 4-10d {joist pe 1 ' t 2 Stories 5 Drdgirg to Joi_i (Toc-- tiled) 2-8d 2-10d each end 3 3 Blocking to joist (Tac -nailed) Blocking to Sill or Top Plate (Toe-nailctd) 2- 8d 3-16d 2-10d 4-16d each end each block 7 9 Ledger Strip to Beam C .Ice -nailed) 3-16d 4-16d each joist 6 7 lois, on Ledge • to Bum (Toe -nailed) 3- 8d 3-10d pet joist ! _ ; Band Joist to Joist (End•nailcd) 3-16d 4.16d per joist 11 13 Band Joist to Sill or Top Plate (Tec -nailed) 2-16d' 3-16d per fact , 9 11 •• ROOFSHEATSIIgG . 15 80 ' 1 6 Structural Panels 8d lOd (see Table 3.10) • Diagonal Board Sheathing 2 2 3 I1'x6" cr Vxe" 2-8d 2-IOd per support 1"xI0"orwider , 3-$d 3.10 persupport 3 Stories HIIVG' • 12 1 1 2 2 2 2 3 3 16 2 2 2 2 3 3 3 4 20 2 2 2 3 3 4 4 5 24 2 2 3 3 4 4 S 5 28 ' 2 3 3 4 4 5 5 6 32 3 3 3 4 5 5 6 7 36 3 3 4 4 5 6 7 a 40 ' 3 3 4 5 6 7 7 9 50 4 4 5 6 7 8 9 11 60 4 5 6 7 8 10 11 13 70 5 6 7 8 9 11 13 15 80 6 6 ' 8 9 12 13 14 17 20, 3 3 3 4 5 5 6 7- 24 .3 3 4 5 5 6 7 8 28 3 4 4 5 6 7 8 9 32 4 4 5 6 -7 7 8 9 _.9--- IO 11 12 36 4 5 6- 8 40 5 5 6; 7 9 10 12 13 5o 6 6 8 9 11 12 14 16 60 7 7 9 11 13 15 17 19 70 8 8 to 12 15 17 20 23 80 9 10 12 14 17 19 23 26 28 4 5 6 7 8 10 11 13 32 5 5 7 8 9 II 13 14 36 5 6 ..7 9 10 12 14 16 40 5 7 8 30 12 13 16 I8 SO 7 8 10 12 14 17 19 22 60 9 • 10 12 14 17 20 23 26 70 10 11 14 17 20 23 27 31 80 12 l3 16 19 23 2G 31 35 •:c .: - , .:,.•:n;..... :" .:,.•:.:.: ,..• .. SHEAT ,.....-.... . - rSccUon1.14 . _ . .. . ::., CELI3IVG .. - • ' - � ed to the foundation design p : Gypsum Wallboard Sd coolers 5d coolers 7" edge / 10" frcld . .' :: • ::: 2 distributed alongthe I of the sheatwaIl line, and is no case shall the anchor bolt :..::.• ; : • • . - Anchorbolt s its aiillength . .:.ALL SHEATM t , Poassumptions :,: ,..-. ,.... . OA IOd (see Table 3 11) spacing exv a 6 feet on center. For other anchor bolt limitations see Section 3.2.1.7. Dend Load Assumptions: ROOf/Cedm Assembl DL 1 a - Three Second Gust Wind Speed (mph) 85 90 t00 110 S ted m h Number Roof Required Capacity of Connccdon lf)1'3'3 U L S U L S U L S U L• S Connections of Span 2 Stories .(ft.) • 16 1 1 , l 2 2 3 3 3 ' 20 1. ' 12 - 0 96R 2 0 1088 33 0 1338 67 • 1618 3 4 16 - 28 1 12 1 2 50 4 4 92 l 32 1 1 20 2 3 4 23 S 67 I 2 117 3 3 4 1 24 10 12 1 33 2 2 85 3 3 142 . 16 1 I 28 17 3 3 44 4 103 I r1 167 2 • 3 4 4 32 25 24 1 55 2 3 120 4 s 192 28 Sill Plate to Foundation 2 36 33 4 S 66 6 138 1 2 217 3 4 S 20 _ • 151R - • 1698 7 • 209R 17 • 253R . (Crawl Space or Basement) 1 24 - 3 3 - 4 25 1 1 82 2 3 4 2 28 - 20 1 - 2 3 43 4 s 107 . 19.2 24 I 2 32 3 4 S 6 7 ' 60 2 2 132 3 4 S 6 36 ' 32 2 6 7 4 78 6 7 .157 36 2 2 28 - • 2068 - • 2318 - " 2 47 3 3451i. 4 3 32 - 16 1 2 . 2 3 0 1285R S 72 ' 20 2 2 36 - 4 S - 7 24 18 2 2 97 4 S 6 7 12 - 79 4363 2 89 4363 33 109 4363 67 132 4363 2 2 16 - 6 7 12 - 50 2 3 92 s 6 a 1 20 2 23 67 117 ' 1 24 10 33 85 142 28 17 44 103 167 32 25 55 120 192 • Wall Bottom Plate to 36 • 33 66 138 217 4363 7 109 430 57 132 4363 Foundation. 20 - 79 430 - 89 (Slab -on -Grade) 24 . 25 82 2 28 _ - 43 107 32 '- - 60 132 36 6 78 157 . 28 - 79 4363 - 89 4363 - 109 4363 47 132 4363 3 3z - - 0 72 36 _ _..I.._.-1 -...--I.18 7_ - t Thea second Gut Witd ES 90 too Ito 120 130 140 150 S ted m h 27 33 2.t 5 10 l5 6 12 17 3 5 7 4 7 to S 9 14 12 3 4 6 3 6 g S 6 9 5 9 14 6 12 13 Roof spm Nantes of 8d Common Nast m 104 Scor Nails Framing Spacing (n.) (!L) In Each Ella of 1-1/4• X 20 gage stray r� 10 12 1 • 1 1 2 2 2 3 3 • 16 1 1 , l 2 2 3 3 3 ' 20 1. 1 2 2 2 3 3 4 12 24 1 l 2 2 3 3 4 4 28 1 1 1 2 3 4 4 s l 32 1 1 1 3 3 4 S S 36 I 2 2 3 3 4 S 6 12 1 1 2 2 2 3 3 4' . 16 1 I •2 2 3 3 4 4 20 . I r1 2 2 • 3 4 4 S 16 24 1 2 2 3 3 4 s 6 28 1 2 2 3 4 S S 6 32 1 2 2 3 4 S 6 7 36 2 2 3 4 4 6 7 12 1 1 2 2 3 3 4 4 16 1 1 2 2 3 4 4 . S' 20 1 2 2 3 4 4 s 6 . 19.2 24 I 2 2 3 4 S 6 7 ' 28 2 2 3 3 4 S 6 8 32 2 2 7 4 S 6 7 a . 36 2 2 ) 4 S 7 8 9 12 1 2 2 3 3 4 S S 16 1 2 . 2 3 4 5 S 6 ' 20 2 2 3 3 4 S 6 7 24 24 2 2 3 4 S 6 7 8 28 2 2 3 4 3 7 6 . 72 2 2 3 5 6 7 9 - 3Q 2 3 • 4 s 6 a - Prescriptive limits art based on asttsmptlons in Table 3.4. 2 Tabulated uplift connationre�etranentsIts- eabuildinglocuedinExposure B. I`•- °' f�'-.I .r T.-•-` _ 117 I.S 3 Tabulated uplift connection requirements asswrie a roof and telling assembly dead bad of 9 psf (0.60 x IS psi" 9 P'0• Ire �.%