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HomeMy WebLinkAbout35562-Z ........................................................ ... ......... ...... ........ ... ............. -------- --------- ------------- ............. Town of Southold 6/20/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 ............... -------------- ... .......... ------- ........ CERTIFICATE OF OCCUPANCY No: 35266 Date: 11/2/2011 ......................................... I'll,------ ............ THIS CERTIFIES that the building ADDITION/ALTERATION ------------- .................................. ........................................................ ----- - ............ ....... ................... Location of Property: 29205 Route 25, Cutchogue --------------------- -.... .......... ............. ------------- ........... .............................................. . .... SCTM 473889 See/Block/Lot: 102.-2-12.5 ---------- .........-------------- Subdivision: Filed Map No. Lot No. ............... conforms substantially to the Application for Building Permit heretofore Med in this office dated 4/28/2010 pursuant to which Building Permit No. 35562 dated 5/18/2010 ................... .................................. 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: AUI'ERA:nONSTO AN EXP13TING PROFESSIONAL OFFICEBL)ILDING AS APPLIED FOIA- Corrected (or street number qql)Lon 6/19/201,8 The certificate is issued to Cutchogue Development LLC ................... —--------------- ............................................ .............. --- ............. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-09-0001 8/15/11 ................... ................... I'll,................ ... ELECTRICAL CERTIFICATE NO. 35562 8/1/11 .................. .............................. .......... PLUMBERS CERTIFICATION DATED 6/24/11 evi , I empe urnbing "orp ------------------ ...... ............ - ........................ .......... ........................ ........... gnature Au , -ize , 9 yz F Town of Southold Annex 11/3/2011 >� it .r 54375 Main Road e _ Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 35266 Date: 11/2/2011 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 29325 MAIN RD CUTCHOGUE, SCTM#: 473889 Sec/Block/Lot: 102.-2-12.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otficed dated 4/28/2010 pursuant to which Building Permit No. 35562 dated 5/18/2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS TO AN EXISTING PROFESSIONAL OFFICE BUILDING AS APPLIED FOR. The certificate is issued to Cutchogue Development LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-09-0001 8/15/11 ELECTRICAL CERTIFICATE NO. 35562 8/1/11 PLUMBERS CERTIFICATION DATED 6/24/11 Kevin Rempe Plumbing Corp Auth ized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35562 Z Date MAY 18 , 2010 Permission is hereby granted to: OWEN CONSTRUCTION DEPOT LANE CUTCHOGUE,NY 11935 for ALTERATION TO AN EXISTING PROFESSIONAL OFFICE BUILDING AS APPLIED FOR at premises located at 29325 MAIN RD CUTCHOGUE County Tax Map No. 473889 Section 102 Block 0002 Lot No. 012 . 005 pursuant to application dated APRIL 28 , 2010 and approved by the Building Inspector to expire on NOVEMBER 18, 2011 . Fee $ 2 , 309 . 60 Auth ized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3_ Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy-a�IlAO:? 5. Temporary Certificate of Occupancy - V sidential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 4�C_ -V �� 'ec c cr All e �cro rn c i-- House No. Street Hamlet Owner or Owners of Property: o �c U, LLC Suffolk County Tax Map No 1000, Section Block _ l Lot Subdivision Filed Map, Lot: Permit No. 3- f d Z Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $_ �( t C C �l Ll'p C 3-� �G��w� Applicant Signature SOUTyolo Town Hall Annex y Telephone (631)765-1802 54375 Main Road co Fax (631)765-9502 N.O. Box 1179 T Southold, New York 11971-0959 �O • roger.riche rtQown.southold.nv.us �yAOUNT✓N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cutchogue Development LLC Address: 29325 City: Cutchogue St: NY Zip: 11935 Building Permit#: 35562 Section: 102 Block: 2 Lot: 12.005 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Rons East End Electric License No: 4860-me SITE DETAILS Office Use Only Residential IndoorX Basement X Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat 2-ga Duplec Recpt 78 Ceiling Fixtures 22 HID Fixtures Service 3 ph Hot Water 1-ele GFCI Recpt 10 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel 1-80 A/C Blower 2 Range Recpt Fluorescent Fixture 9 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 40 Twist Lock Exit Fixtures TVSS Other Equipment: 3-combination "smoke/co" detectors, 3-exhaust fans, 3-"EXIT", 1-"EMERGENCY" 4-combination"EXIT/EMERGENCY"lights Notes: Inspector Signature: � p„ Date: Aug 1 2011 81-Cert Electrical Compliance Form OF SO[/T�o d Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P.O.Box 1179 G Q Southold,New York 11971-0959 !2� AO OOUNiY BUILDING DEPARTMENT TOWN OF SOLMMOLD CERTIFICATION Date:—L- y- Building Permit No. Owner: L, 1-C 6Lo u t�— , (P print) Plumber: i�" )-.! J 1 0 < CO(Ir (Please print) / I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i ''/I (Plumbers Signature) ` Sworn to before me this A f day of (�J 20 1 1,6 4M4��. a"Lc"— Notary Public, Su�( unty • hO�yOF sNq TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Z - t2 O /C DATE b INSPECTOR OF SO!/� f®* TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTJON [ ] FOU ATION 1 ST [ ROUGH PLOG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FERE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: rA �L`SS DATE W7 (6, INSPECTOR * of sour* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT " [ ] FOUNDATION 1 STROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ J FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT ( FIRE RESISTANT PENETRATION REMARKS:-7f EMARKS: f7,Z "— � Z(7— DATE `® INSPECTOR OF SOOTY_ #©* TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION i REMARKS: :z o DATE INSPECTOR `J -5 �6 2,7t)- �OF SO(/T,y�6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUN TION 1 ST [ ] ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION / [ FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Acis DATE [E INSPECTOR e� ftoF SOU)yo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ RRE RESISTANT CONS MWnON [ ] FIRE RESISTANT PENETRATION REMARKS: C � l DATE C' INSPECTOR r *Of SOIIt TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANTFIRE RESISTANT PENETRATION REMARKS! S' Pod DATE _ INSPECTOR � � "`� SOF TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] 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 INSPECTOR "` - Cow, ' C TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: LAIL a-J 62 ° �al t,t� L4-tc ( !ZI C%. DATE ?Ile INSPECTOR 3 �� �o0fog SOUTyo6 �� TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN L [ ] FRAMING/STRAPPING [ FIN �j ( ] FIREPLACE A CHIMNEY [ ] FIR S INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECT ROUGH) [ ] ELECTRICAL (FINAL REMARK S .� 1 Y) r 49 INSPECTOR u TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: a DATE /� l� INSPECTOR fi� 3Si b �- CHARLES M. THOMAS, R.A.,PLL.0 PO Box 877 JAMESPORT, NEW YORK 1 1947 (631) 727-7993 October 5, 2011 Town of Southold Building Department P.O. Box 1179 Southold, New York 11971 Re: Owen Construction offices SCTM# 1000-1012-5-26 Dear Chief Building Inspector: This letter shall certify that the above referenced commercial construction project has been inspected by me, including the fire caulking and insulation and I hereby certify that those items are in conformity with the plans and specifications approved by the Town of Southold. Please feel free to contact me should you have any questions, or if you need additional information. 1 ' re 1, axles M. Th as, RA, PLLC cc: CMT/dch r FOUNDATION(IST) All wool Wff-, I WR �, � WA WI NEWS TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. � Check Septic Form N.Y.S.D.E.C'. _ Trustees S-_ " Flood Permit_ Examined .20- /0 Storm-Water Assessment Form Contact: Approved S $ 20 /0 Mail to: Disapproved a/c _._ Phone: Expiration � � ' � � ,20 ( ' A � Ua. Tisap ' /Building Inspector APPLICATION FOR BUILDING PERMIT Date r� 2010 INSTRUCTIONS completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, io ing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app [cant or name a corporation) y06 L/nL016 SE ✓ �/�'` (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises O W E— N C 0AV S 1 j %/ t; i i ,) A (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. TO 6e— Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on wh c proposed work will be done: Z 9L0 j MA/ 2ootI , Cy r! Ho 6L) C- House Number Street Hamlet County Tax Map No. 1000 Section 0 Z- Block -7, Lot 9 Z - SL___ — Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C 0" r-t r'f-L I n L— b. Intended use and occupancy AJ0 C� a !144 �Ln5 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this appli tion) 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. `J 7. Dimensions of existing structures, if any: Front N ( Rear /V Depth s Height Ai� (" Number of Stories 29 - Dimensions of same structure with alterations or additions: Front ti c Rear Depth Height Number of Stories 8. Dimensions of e tire new construction: Front N Rear Depth N Height Number of Stories 9. Size of lot: Front Rear Depth ll 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /Z 0 / 12. Does proposed construction violate aZ;�Xx ni law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOill excess fill be removed from premises? YES NO l01 E1'>jgJ.as AJr - CAtV'/-fk n 14. Names of Owner of premises 006�t (o ti 1 Address Phone No. Name of Architect CyVLk- fbt orn v S Addrgs96 L:n c v / A1-APhone No 7 .7-7 7 1 9 3 Name of Contractor 0\.J9 h (tet$f Address Phone No. - / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE UIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. I 8. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF<j,-(f _ being duly sworn, deposes and says that (s)he is the applicant (Name of mdn,idual lignin cont=act) above named, WtiNIE D.BUNCH Notary Public State of New York (S)He is the C41; Ne 0113U6185050 (Contractor, Agent,forpordte Officer, etc.) Qualified in Suffolk County ,,rmmis<;ot,rS01res April 14, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the mannersetforth in the application filed therewith. Sworn to before me this I � I L Trl day of r/)L 20 Notary Public Signature of Applicant FROM - <NED>AU0 17 2011 12:27/ST. 12:27/No.75S0082014 P 3 04/ 7/2011 14:29 6313696362 OWEN BROS LANDSCAPE PAGE 01/02 PLANNING BOARD MEMBER$ QF SO(/ MAILING ADDRESS. �Q► 1jyD P.O.Box 1179 MARTIN H.SMOR Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS iv Town Hall Annex H DS KENNETL.EDWAE54375 State Route 26 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI l�Cl7 ,� Southold,NY Telephone: 681 765-1988 Fax:6a1 765.8186 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 26, 2011 Mr. Chris Millman 2090 Sound Avenue Baiting Hollow, NY 11933 Re: Sign for Owen Construction Located at 29025 NYS Route 25, Cutchogue SCTM#1000-102-2-12.5 Zoning District: RO Dear Mr. Millman: The Planning Board approved the revised sign design at their Work Session held on April 25, 2011. Please call our office with any questions you may have regarding this matter. Very truly yours, Heather Lanza Planning Director cc: Building Dept. � e pf SO(/ MAILING ADDRESS: PLANNING BOARD MEMBERS Ll TyLl P.O. Box 1179 MARTIN H.SIDOR Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS G C Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) C DONALD J.WILCENSKI OVSouthold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 13, 2011 _ Ms. Denise Heyse 206 Lincoln Street Riverhead, NY 11901 SEP 1 3 2011 Re: Site Plan for Owen Construction Offices BLDG.DEPT. SCTM#1000-102-5-26 TDwN OF SooIH01 n Dear Ms. Heyse: With reference to the Work Session held on September 12, 2011, please be advised that the Planning Board has determined the requirement of the following after their review of final site inspection comments with regardAp the issuance,of a Certificate of Occupancy: 1. Drainage: Please submit a drainage affidavit from a licensed engineer to ensure that what was constructed on site strictly meets or surpasses the drainage requirements and design approved by the Planning Board and Town Engineer according to Chapter 236 for Storm Water Management. 2. Landscaping/Street Trees: Proposed street trees along the south and west property lines that border NYS Rt. 25 and Depot Lane have not been planted as approved. Due to the existence of large trees with a thick canopy, the Planning Board considers the site landscaping complete at this time. Should the trees along these property lines be removed or die, the current occupant of the site will be required to install the approved street trees and responsible for their three (3) year survivability. 3. Dumpster: Install a small enclosure for the dumpster at the northeast corner of the property to satisfy the approved screening requirements made by the Planning Board with site plan approval. Owen Construction Page Two September 13, 2011 Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner cc: Michael Verity, Building Department James Richter, Office of the Town Engineer John Cronin, Owen Construction PLANNING BOARD MEMBERSOF soy MAILING ADDRESS: MARTIN H.SIDOR O�� lyOl P.O. Box 1179 Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y � G Q Town Hall Annex KENNETH L. S • �O 54375 State Route 25 JAMES H.RICH CH 1I11 II ly (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI C��IY 1 Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 1, 2011 Mr. John Cronin 101 Edwards Avenue Calverton, NY 11933 Re: Final Site Inspection for the Site Plan of Owens Construction 29025 NYS Rt. 25, Cutchogue S CTM#:1000-102.-2-12.5 Dear Mr. Cronin: The Planning Board, at their October 31, 2011 work session, found that the requirements made in the letter dated September 13, 2011 have been completed and the site is now in conformance with the approved site plan. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process do not hesitate to call this office. Sincerely, Marti'n H. Sidor l� Chairman �D NOV Cc: PlanningBoard - Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Di Dc. DEPT Jamie Richter, Town Engineer rOv,N of sOjTHDLD ; i i - _L7 -_ - - - MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 MARTIN H.SIDOR o�OF SOUj�ol Southold,NY 11971 Chair Q OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G • 54375 State Route 25 JOSEPH L.TOWNSEND Q (cor.Main Rd. &Youngs Ave.) DONALD J.WILCENSKI �yCOUNV I Southold, NY n 11 Telepho e: 631765-1938 March 9, 2010 PLANNING BOARD OFFICE Fax:61 966-3136 Ms. Denise Heyse TOWN OF SOUTHOLD I 206 Lincoln Street Riverhead, NY 11901 Re: Site Plan Approval: Proposed Site Plan for Owen Construction Located on the n/e corner of Depot Lane and NYS Route 25, in Cutchogue SCTM#1000-102-2-12.5 Zoning District: RO Dear Ms. Heyse: The following resolutions were adopted by the Southold Town Planning Board at a meeting held on Monday, March 8, 2010: WHEREAS, an application for a site plan was submitted on duly 18, 2008, including the site plan prepared by Charles Thomas, R.A., dated July 15,2008; and WHEREAS, this site plan is for the conversion of an existing dwelling to professional offices on a 20,224.28 sq. ft. parcel in the RO Zoning District; and WHEREAS, on August 10, 2008, the Southold Town Planning Board accepted the application for review; and WHEREAS, on August 11, 2008, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, LWRP Coordinator, Cutchogue Fire Commissioners, Southold Town Building Inspector; and WHEREAS, on August 11, 2008, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) (6 NYCRR, Part 617.5 (c) (3), determined that the proposed action is a Type II Action, and not subject to review under SEQR; and WHEREAS, on August 11, 2008,the Southold Town Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the Suffolk County Planning Commission; and WHEREAS, the comments from those agencies referenced above were received and reviewed by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on September 02, 2008, comments were received by the Suffolk County Planning Commission and the site plan was determined to be a matter of local determination; and WHEREAS, on November 03, 2008, the Southold Town Planning Board, pursuant to Town Code Section 280-131 H. agreed to waive the public hearing for uses involving modifications to existing structures having no substantial change to the existing foot print; and Owen Construction Page Two March 9. 2010 WHEREAS, on November 07, 2008, the Southold Town Building Inspector reviewed the plan and certified that the proposed use as professional offices is a permitted use in the RO Zoning District; and WHEREAS, on November 11, 2008, the Town of Southold LWRP Coordinator reviewed the above-referenced project and had recommended the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on February 3, 2010, the Suffolk County Department of Health Services issued Permit Number C10-09-0001 and approved the action; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that the proposed action is consistent under the policies of the Town of Southold Local Waterfront Revitalization Program as outlined in the memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants approval, and authorizes the Chairperson to endorse the site plan entitled "Proposed Site Plan for 29205 Main Road", prepared by Charles M. Thomas, R.A., dated July 15, 2008 and last revised, October 23, 2008. Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board or its representative must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the approved site plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours,(' (,t�llvt AV, ly Martin H. Sidor Chairman Encls. cc: Building Dept., Town Engineer with maps N N m 22'' uy 6 M p Lj C 0 z .h Jn 3 F 5 w ` TENANT TENANT ` w d Ln A - Z 0 J N Ln ' 0 j ZLLJ L.1ewh'on V6 o � w .280 zz 1 Air: :L r �p N _ Bey -ej 3 -D Z, m N 0 72' r-I I 1 fy m curalogr DGVCLOPA-TT h Pf _ 292 ANA ROLAP C) m Note Tn'hil.squaw fvAw of sign b 21 sq a f,,L—qr is IB'above grade, XAL.E N Y � �,y�, PATr-0406ii hO��OF SO�jyolo Town Hall Annexy Telephone(631) 765-1802 54375 Main Road T Fax(631)765-9502 P.O. Box 1179 Southold,NY 11971-0959 OUNV,0c`� BUILDING DEPARTMENT TOWN OF SOUTHOLD C October 11, 2011 Cutchogue Development 2090 Sound Ave Baiting Hollow, NY 11935 TO WHOM IT MAY CONCERN: 64— The Following Items)Are Needed To Complete Your Certificate of Occupancy: *Note-Need certification from Architect or Engineer for Fire Caulking and Insulation. Also need amended plans for changes done. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. W—Final Fire Inspection from Fire Marshall. – Bob Fisher w Final Landmark Preservation approval. BUILDING PERMIT : on B. P. # 3xr% :)- BUILDING PERMIT EXAMIN�E/R CHECKLIST *Date Submitted: µ-�g-�d Date Reviewed: 5 I� �O Applicant: ,6 /7 Owner: 0 Estimated Cost: SCTM# 1000- 0 - � - I a1 . .J Subdivision: Zone: R Conforming? Nd Property Address: a �1;1_0 S /V1 avn A#-V-k City: Cr`'t Pre COs? No Building Permits (Open/Expired): BP -Z/C/O Z- — ,Info: — BP -Z/C/o Z- , Info: BP -Z/C/o Z- Info: BP -Z/C/o Z- Info: BP -Z/C/o Z- Info:_ Single & Separate Search Required? Y oo Determination: ;L4 REQ. Lot Size: H o r o0 0 ACT. Lot Size: 90,22�6 ` 4G amu) REQ. Lot Cov. ACT.LotCov.Cov. REQ. Front ACT. Front REQ Side�ACT. Side REQ Rear's 7az REQ. Height ACT. Height L-�"°- /0 . Project Description: a,¢, BtctQ L Waterfront? Y o N9 If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REOUID Suffolk County Health&N - If y�j, * , � *Doatteov/ai1-/.O/'/ 0o"*"pPerm, it#r•9Cs 0- 09-0,10/lToweF�ic: or N NYS DEC: PRE-DEC 9/1/75 Y o I>0- Date: _/_/_ Permit #: or NJ Letter– Notes: Southold Trustees: Y o& Date: /_/ Permit#: or NJ Letter– Notes: Southold ZBA: Y ooN - Date: _/ / Permit#: –Notes: i Southold Plauniug• Y r N - Date: 3'/ 9 / 10 Permit #: –Notes: 120 z&-e Town Landmark C of A: Y o&TE: / / *NYS CODE Compliance(page 2) or N Notes: Har r� �tiec oQ, � Zg DO u 8CE FES Fee Structure: Calculation: Foundation: l SF 1. ( SF)- ( SF)= SFX $ _$ First Floor: $ aL SF + Initial Fee: $ 010 o , 00 Second Floor: ;• SF +Additional Fee -F If, go Other: SF 2. ( SF)- ASF)- SFX $ =$ $o Total: „ t SF S5o _ a �a X , ►f �a'f�+ Initial Fee: $+I I �. SD�ks attla, J + Additional Fee 2 a-5.00 ,X 'e SL oo TOTAL: $ �,3�9, 60 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPPHIC DESIGN CRITERIA: Ground Snow Load:20_t� Wind Speed: 120MPH� Seismic Design Category:B Weathering: Severe ✓ G Frost Depth: 36" �o Termite: M-HDecay: S-M Design Temp: 11 Ice Shield Underlay: YES ✓ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FHI E AREA: a-7 / ��c TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERE RESCRIPTIVE FULL FRAMING DESIGN ELEMENTS�IN a/(- HEADERS: YIN WALL STUDS: YIN GIRDERS: YM CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N a, 14'X-S-=' . 70 WINDOW AND DOOR SCHEDULE: a - � SItS,S�_ a x,75 MISSLE TEST REQUIREMENTS:: EGRESS 5.7 S.F.:&N To774L B�FSE�'fEA/T SQ,FT, = � ' LIGHT 8%: %N VENT 4%:-ON NAILING/CONSTRUCTION SCHEDULE: MEANS OF EGRESS: PLUMBING RISER DIAGRAM: #4il w w 3471060M5 LOCATION OF FIItE PROTECTION EQUIPMENT-.(9N TRUSS DESIGN: Y5 d�- CERTIFICATION: Y& 0/f ENERGY CALCSO/N Dk Z*Z TOTAL COMPLIENCE?L' N (RETURN TO PAGE ONE) OF SO(/r��. Town Hall Annex41 41 Telephone(631)765-1802 54375 Main Road �r �rg�g P.O.Box 1179 rocler.dehertd?om(63sol)yu o .nV us Southold.NY 11971-0959 BUI)ING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: e'Rw eE -Jcl S f}Cke2 Date: S 3 I1 © Company Name: %OS GP67 Name: License No.: +�;6p (VSE Address: 2glo } �12Qiso til J i Phone No.: '744- (,-1-66 9 JOBSITE INFORMATION: (*Indicates required information) *Name: �V 0'tX c-k De e L-o 12 rrt 't L-- L _ C *Address: 4\ / Lit-1e C Noq-+-h l t� *Cross Street: M R-t N -4f —�— *Phone No.: -c,. 66`t- 1 61$ Gwen or,s t.9�,cs� pct 7 31 O Permit No.: 35 S 6'z Tax Map District: 1000 Section: . �pZ Block: 000 Z Lot: oiZ,00S *BRIEF DESCRIPTION OF WORK(Please Print Clearly) yrs't) (Please Circle All That Apply) *Is job ready for inspection: YE NO Rough In Final *Do you need a Temp Certificate: YES 1 VO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION PA Ke )s -}-rem e e vel R 2 X-- ' , A e 82-Request for Inspection Form �a N SA C.—MANHOLE COVER O .-o I A� 1 0 0,—MANHOLE COVERqv �DRNN V "r rlA .rox3 Oe O. x e omxex 'O { mx'� (L!aEQALEACHING �CHING RING O G `�.. �oxt 50 % EXPANSIO s xz POOLx �2 dr' 1 • UCEWSHOD MECHANMOLY /O .6gyp ( i0 ♦a y ROPOSED �p b �/ ��" SE ,� , x Sp. NF1 y"'1 c� ��� +Cy4, y�. AVO sh ,4P •o J. q,/ OV �\4p2,. 4 wERHvsn WIRESs tiQQp Q2p Fr ELV. ti K .ti a � A 9• B Q�b� S S I T E P L A SCALE: 1 " = 20' COMcheck Software Version 3.5.2 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 04/17/10 Data filename:C:\Documents and Seftings\Administmtor\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Section 1: Project Information Project Type: New Construction Project Title : OWEN DEPOT LANE Construction Site: Owner/Agent: Designer/Contractor: 29205 MAIN ROAD MIKE OWEN CHARLES THOMAS R.A. NE CORNER OF DEPOT AND ROUTE 25 101 EDWARDS AVENUE 206 LINCOLN STREET CUTCHOGUE,NY 11947 CALVERTON,NY 11933 RIVERHEAD,NY 11901 (631)369-7310 (631)727-7993 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 11b Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Vertical Glazing/Wall Area Pct.: 12% Building Tvoe Floor Area Other 2826 Section 3: Requirements Checklist Design de Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Basement Wall 1:Solid Concrete or Masonry<=8",Furring:None, 753 -- 0.0 0.735 0.113 Wall Ht 8.0, Depth B.G.7.0 Basement Wall 2:Solid Concrete or Masonry<=8",Furring:None, 659 -- 0.0 0.735 0.113 Wall Ht 4.5, Depth B.G.3.5 Floor 1:All-Wood Joist/Truss 1557 19.0 19.0 0.025 0.055 Floor 2:All-Wood JoistlTruss 1269 19.0 19.0 0.025 0.055 Exterior Wall 1:Wood Frame,Any Spacing 1854 19.0 19.0 0.030 0.090 Window 1:Wood Frame:Double Pane with Low-E,Tinted,SHGC 348 — -- 0.030 0.598 0.01 Door 1:Solid 64 — -- 0.010 0.142 Door 2:Glass,Reflective,SHGC 0.01 42 -- — 0.030 0.598 Exterior Wall 2:Wood Frame,Any Spacing 1288 19.0 19.0 0.030 0.090 Roof 1:All-Wood Joist/Rafter/Truss 1269 38.0 38.0 0.014 0.059 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: O 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. ❑ 3. Component R-values&U-factors labeled as certified. Project Title: OWEN DEPOT LANE Report date: 04/17/10 Data filename:C:\Documents and SettingsWdministrator,Desktop\RES CHECK COM CHECK\ORIGINAL.RCK. FILE\OWEN DEPOT.cck Page 1 of 9 U 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. U 5. Fireplaces installed with tight fitting non-combustible fireplace doors. U 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. U 7. Cargo doors and loading dock doors are weather sealed. U 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-fight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. U 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.2 and to comply with the mandatory requirements in the Requirements Checklist. hen a Registered Design Professional has stamped and signed 149-p" ey are atte n Shatto a best of his/her knowled e,belief,and pr ssional j`�dgment,such p s or specifications in�pliant—wit his Code. ^«;.,� Jor Name-Title Sign re Z to p i mm � Project Title: OWEN DEPOT LANE Reportdate: 04/17/10 Data filename:C:\Documents and Settings\Administrator\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Page 2 of 9 COMcheck Software Version 3.5.2 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 04/17/10 Data filename: C:\Documents and Settings\Administrator\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Section 1: Project Information Project Type: New Construction Project Title : OWEN DEPOT LANE Construction Site: Owner/Agent: Designer/Contractor: 29205 MAIN ROAD MIKE OWEN CHARLES THOMAS R.A. NE CORNER OF DEPOT AND ROUTE 25 101 EDWARDS AVENUE 206 LINCOLN STREET CUTCHOGUE,NY 11947 CALVERTON,NY 11933 RIVERHEAD,NY 11901 (631)369-7310 (631)727-7993 Section 2: General Information Building Use Description by: Building Type Floor Area Other 2826 Section 3: Requirements Checklist Interior Lighting: Lj 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 1696 1225 YES ❑ 2. Exit signs 5 Watts or less per side. Exterior Lighting: Lj 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching, and Wiring: O 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. G 5. Master switch at entry to hotel/motel guest room. Li 6. Individual dwelling units separately metered. Lj T Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. F1 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Project Title: OWEN DEPOT LANE Report date: 04/17/10 Data filename:C:\Documents and Settings\Ndministrator\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Page 3 of 9 Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. O 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. O 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts:Luminaires on emergency circuits or with no available pair. O 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed li ting system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck a ply with the mandatory requirements in the eq irements Checklist. Name-Title 9 (J1 Date S, A v rn S7 Project Title: OWEN DEPOT LANE Report date: 04/17/10 Data filename:C:\Documents and Settings\Administrator\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Page 4 of 9 COMcheck Software Version 3.5.2 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Report Date: Data filename: C:\Documents and Settings\Administrator\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK. FILE\OWEN DEPOT.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts I ft2 Other 2826 0.6 1696 Total Allowed Watts= 1696 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID: Description I Lamp/Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Other(2826 sq.ft.) Compact Fluorescent 1:Twin Tube 50W/Magnetic 1 35 35 1225 Total Proposed Watts= 1225 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 1696 Total Proposed Watts= 1225 Project Compliance= 471 Design 28%better then code. Project Title: OWEN DEPOT LANE _._. ........_.._ ......... Report date: 04/17/10 Data filename:C:\Documents and Settings\Administrator\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Page 5 of 9 COMcheck Software Version 3.5.2 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date:04/17/10 Data filename:C:\Documents and SettingsVAdministrator\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Section 1: Project Information Project Type: New Construction Project Title : OWEN DEPOT LANE Construction Site: Owner/Agent: Designer/Contractor: 29205 MAIN ROAD MIKE OWEN CHARLES THOMAS R.A. NE CORNER OF DEPOT AND ROUTE 25 101 EDWARDS AVENUE 206 LINCOLN STREET CUTCHOGUE,NY 11947 CALVERTON,NY 11933 RIVERHEAD,NY 11901 (631)369-7310 (631)727-7993 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 11b Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1:Heating:Radiant Heater,Oil/Cooling:Hydronic Coil,Capacity>=135-<240 kBtu/h, Water-Cooled Condenser/Multiple-Zone 1 Instantaneous Water Heater 1:Service Water Heater w/Circulation Pump and Heat Trace Tape Installed Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 1. Minimum one temperature control device per zone F1 2. Discharge dampers prohibited with fan motors>25 hp Lj 3. Balancing and pressure test connections on all hydronic terminal devices F1 4. Water economizer is included and calculations required Lj 5. Systems serving more than one zone must be VAV systems O 6. Single-dud VAV terminals reduce primary air before reheating O 7. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference O 8. Fan equipped with vane axial type with variable-pitch blades Requirements Specific To: Instantaneous Water Heater 1 O 1. 1-in.pipe insulation on circulation systems ❑ 2. Automatic on/off control required for circulating systems rl 3. Automatic on/off control required for systems using heat trace tape ❑ 4. Electric Water Heater efficiency>=0.85 EF,291 SL,Btu/h(if>12 kW) Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Load calculations per 2001 ASHRAE Fundamentals C7 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating Project Title: OWEN DEPOT LANE Report date. 04/17/10 Data filename:C:\Documents and Settings\AdministratohDesktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Page 6 of 9 Exception:Multiple units controlled to sequence operation as a function of load FI,3. Minimum one temperature control device per system F-I 4. Minimum one humidity control device per installed humidification/dehumidification system ❑ 5. Thermostatic controls has 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling O 6. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override, 10-hour backup - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations Li 7. Automatic shutoff dampers on exhaust systems and supply systems with airflow>3,000 cfm O 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum Lj 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. ❑ 10.Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification F-I 11.Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 12.Hot water pipe insulation: 1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigerant/brine pipe insulation: 1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in.Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes>1.5 in. - Exception:Piping within HVAC equipment - Exception:Fluid temperatures between 55 and 105 degrees F - Exception:Fluid not heated or cooled - Exception:Runouts<4 It in length F1 13.Operation and maintenance manual provided to building owner U 14.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State Lj 15.Newly purchased service water heating equipment meets the efficiency requirements U 16.Water heater temperature controls: 110 degrees F for dwelling units or 90 degrees F for other occupancies ❑ 17.Stair and elevator shaft vents are equipped with motorized dampers Lj 18.Three-pipe systems not used Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2007 New York orgy eiT.bastruction Code requirements in COMcheck Version 3.5.2 and to comply with the mandatory requirements in the R q ckp't- d a- le .y Signature Date 7f U tn 0 4067 OF NEN4 y Project Title: OWEN DEPOT LANE Report date: 04/17/10 Data filename:C:\Documents and Settings\Administrator\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Page 7 of 9 COMcheck Software Version 3.5.2 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code Report Date: Data filename: C:\Documents and Settings\Administretor\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. Each zone of a multiple-zone system must have its own temperature control device. 2. Fans with motors>25 hp may not be equipped with discharge dampers. 3. Hydronic heating and cooling coils must be equipped with a way to pressure lest connections and measure and balance water flow and pressure. 4. A water economizer is required with the specified system.Calculations must be submitted demonstrating that the water economizer is capable of meeting the entire cooling load at an outside air temperature of 50 degrees F dry bulb and 45 degrees F wet bulb. 5. Systems serving multiple thermostatic control zones must be variable-flow systems.Zone terminal controls must reduce the flow of primary supply air before reheating,recooling,or mixing air streams. 6. The specified multiple-zone system is equipped with single-duct VAV terminals.These terminals must be equipped with dampers,air valves,or other means to reduce the supply of primary supply air to a minimum prior to reheating. 7. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. 8. Fans over 25 hp on a variable-flow system must be vane axial(propeller)types with variable-pitch blades. Requirements Specific To: Instantaneous Water Heater 1 : 1. Piping for the specified circulating service hot water system must be insulated with a minimum of 1-in.insulation having a conductivity no >0.28 Btu-in/(h-ft2-degrees F). 2. Circulating service hot water systems must have a time switch control that can automatically tum off the system during unoccupied hours. 3. Systems using heat trace tape must have a time switch control that can automatically turn off the system during unoccupied hours. 4. Service water heating equipment used solely for heating potable water,pool heaters,and hot water storage tanks must meet the following miniumum efficiency:Electric Water Heater efficiency>=0.85 EF,291 SL,Btu/h(if>12 kW) Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteda:a)capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. Project Title: OWEN DEPOT LANE Report date: 04/17/10 Data filename:C:\Documents and Settings\Administralor\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Page 8 of 9 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. - Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems: 1 in.for pipes<=1 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter.Chilled water,refrigerant,and brine piping systems: 1 in.insulation for pipes<=1 1/2-in.nominal diameter 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter.Steam piping: 1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter. - Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. - Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. - Exception:Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a)equipment capacity(input and output)and required maintenance actionsb)equipment operation and maintenance manualsc)HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd)complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 15. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed 2007 New York Energy Conservation Construction Code. New service water heating equipment can be assumed to meet these requirements. 16. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110 degrees F. 17. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods, vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions:-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. 18. Hydronic systems that use a common return system for both hot water and chilled water must not be used. Project Title: OWEN DEPOT LANE Report date: 04/17/10 Data filename:C:\Documents and Settings\Administrator\Desktop\RES CHECK COM CHECK\ORIGINAL.RCK.FILE\OWEN DEPOT.cck Page 9 of 9 c_ 10 oma/ 0cod I SURVEY OF PROPERTY SITUATED AT CUTCHOCLUE MANHOLE AVER TOWN OF SOUTHOLD S" S SUFFOLK COUNTY, NEW YORK �p4. O •C : (y`-MNNHOLE COVER A, V S.C. TAX No. 1000- 102-02- 12. 5 SCALE 1 "=20' 0 0 F OR GRAIN APRIL 8, 2008 Py �O 6�1 � a z ry5ti - - MANHOLE COVER APRIL 29, 2008 LOCATE CURB LINE AS MOVED \'O,< AUGUST 13, 2008 UPDATE SURVEY 6 N4 ryg. 6 ti 's' ° � � NOVEMBER 77, 2008 ADDED SPOT ELEVATION °� PR.PC' ° 4 AUGUST 26, 2010 FINAL SURVEY 'Ooh, JULY 26, 2011 UPDATE SURVEY ° *<fy s`• EpP . �4R. ° - c"'IrT�o� AREA = 20,224 sq. ff. • f"� °� "°' . • A .`°as sr ser• .o'�' 0.464 GG. Rfi1'c� c • l df ° k9rr s ,A s �9° kf04 4 'Fsrf • sr • ° r r 4kb ° °Nf ` PNX eR9 ° ��; • ° , - ° . NOTE. /y a ° THIS PROPERTY HAS ZONING DESIGNATION OF "RO" (RESIDENTIAL OFFICE) . • E e 40 srO ° ° f ° RLpE!n° F °n <C ° \ @�F�Rk .• ° • '• ° �eo2S tRff� °uo�2 4 W 2,� Pti c \ 9�s+o°RLCf� ° a 2a°2� y Fey v+ °Rdrf ss°f \ye✓° DA,AA'c CONE 79 W - 4 / 9 e ° . \ a /,)U �"p8(L-"SnJ• `SrRSfr .a/ ' A ay y A'ff °Os e°i��,� • . ':� ef� FeL/Cp�'QY �J� l rW�m �ryP °me , o q sr � Nh4f ss. � tip moe8a \ ° ° y OAb SEPTIC SYSTEM TIE MEASUREMENTS xT BUILDING BUILDING CORNER FA CORNER[B n y Pe -' " �2+• Iry<R- skr " 3� ° SEPTIC TANKY A,RON I f�9<r e2� COVER 1 16' 12' O °O rgff 3 0� SEPTIC COVERayp` c° 0 coram COVER 2 19.5' 16' If4v / u, F 2 COVER IN3 POOL 34' 27' m A�ryh rp e 97p1 , 0 ' I W -� - I � T IT A ° LfN� •yfe•° •� �• �ej Ir, 0011, UNAUTHORIZED 5 � 1 L 2 'Pq °Ap - TO SECTIO SURVEY THE TVIOLATION ORK STA �� EDUCATION NLA OF THE NEW YORK STATE A ' EGUCpTION lAW °\O M a� A COPIES OF THIS SURVEY MAP NOT BEAfl ING er THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED L, TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN o; { ONLY TO THE PERSON FOR WHOM THE SURVEY ° A ° D! %� IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTI- C4RB °A A °em 1 �. - TUTIDN CERTIFICATIONS ARE NOT TRANSFERABLE ° • O U p ry :7 ° • 4 ham' ° ° VO2 S i J ^'6 k2fi THE EXISTENCE REASEM OF RIGHTS OF WAY 0 AND. N EASEMENTS OF NOT GUARANTEED IF °° ° �----�•^�--- �^'-'- '---" " "'"°'"� ANY, NOT SHOWN ARE NOT GUARANTEED m ° PREPARED IN ACC AN IF MINIMUM STANDARDS FOR TIT A ReTEoD Nathan Taft Corwin III BY THE LIALS L`L�RB TITEE ASSOC'ASUCH E Y S_C NO N Land Surveyor * z = Go, Tltle Surveys — SubdiAYi°ns — Ede PIOns — CLDStINCGLC LOyoot PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Mom Rood P.0 Box 15 N.Y.S. L=. No 50467 krnesp°rt, New York 11947 JOmespart, New York 11947 28-103F rOCMXO I,I..r.DW no^^ �� � SITE DATA ARC NX +, [o (AKA NORTH ROAD) SCTM N 1000 -102 - 02 -12.5 ,s\���D TH�,/yTF�>, Ill car v.K oozes To IR ROUTE ZONE -RESIDENTIAL/OFFICE �J Q• S mox.o IP^TGT now Ixln M 1^• NOTES: J +. xrf . EXISTING IMPROVED LOT 20,224 SF (.464 AC) 2' xm^r,m usrw '400 nor L^A 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM W v "°°" .Nun R,AI1^ar 111.1 w (AKA "NEW PARCEL 1") wu—� maw min)I('Ow.1 , muv,LGT E EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING BLDG FOOT PRINT AREA= 1557 SF �[ mace yr 2. REFER TO FILED MAP FOR TEST HOLE DATA. gl gg L u 3. MINIMUM SEPTIC TANK CAPACITY IS 1,200 GALLONS. S EXISTING GARAGE FOOT PRINT AREA= 635.6 SF 9 1 TANK; B' DIA., 4' LIQUID DEPTH o 02400 / a PIW^I/Y CoPI''�M Iu1X 541°°OiCo PROPOSED 50% FUTURE EXPANSION POOL N RTE. 25 (AKA MAIN ST.) zz ® PROPOSED 70' DIA. % 12' DEEP SANITARY LEACHING POOL SANITARY CALCULATIONS u°uaam s1L 1s � LW]YxISIfO i^u"w�"rc�^IrWM',""""" r PROPOSED 1,200 GALLON SEPTIC TANK �Plbb Q'Y(0� NON- MEDICAL OFFICE = 06 GPD SF a € 3 3 � 3 C. B 5. THE LOCATION OF EXISTING WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD �.!bbt'(t bQ 1557 sf FIRST FLOOR OFFICE NON— MEDICAL OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. a4/ Z 0 0 0 0 0 0 0 / \\\\ 1I�b �. 1557 sf x .O6 gpd= 93,42 gptl CD ¢ ¢ ¢ a C. m0. 0. �y 1W� �• / 000000000 (///I- KEY MAP NTS n1u8,L� 000000000 ` SITE 1259 sf SECOND FLOOR OFFICE NON- MEDICAL On z o 0 o a 0000 ° ° ooa I LOCATION w ¢ x x x x DOo000000o I II 11 1269 sf x ,06 gpd= 76.14 gpd o d N 0 0 0 0 0 0 0 0 0 �� 6 7 �t3r3 q GARAGE/ STORAGE 89Pd m MA0 ° 1 X I 7 ib 637 sf p n � 7 m¢ �am.ru m of^rax 6 ✓/ gT3- Ln o o p m o NniESnnoA NOTES'CONCREIE TO TEST 4000 P.5.1 O 28 DAYS !l 1 fn E - ,� p �N 2. REINFORCEMENT MEETS A.S.T.M. A-615, A-185 SPECIFICATIONS J / r TOTAL GPD = 195.04 j ry C. COLLAR EXTENSIONS AS REQUIRED, 1' MIN AND 2' MN( I. COLLAR DEPTH 15 NOT RECLINED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. 4, MUST HAVE a' TRAFFIC BEARING SUB ON SEPTIC TANK 2 HACK FILL MATERIAL SHALL BE CLEAN CMVEL ONLY, p LLJ z j W z LL, B SANITARY SYSTEM DETAIL GARAGE UNFINISHED FOR VEHICLE PARKING (� .I N.T.S. ONLY / NO STORAGE/ NO WATER SERVICE � SA, tr—MANHOLE COVER ` - ;;1 Y _Ox BONLY- NO ASEMENT USTORAUEE➢ FOR MECHANICALS O \13 0 Po [p ALL GST IRON ALL COST IfiON 9 G.vP.S TC Ia COMERS Te RL I A,�pPP• DRWN ATTIC UNFINISHED FOR MECHANICAL LLT 5�6 TIGHT INSECT as TOE�CMK1xG INSECT D 4610 °�y' R ,pR,,:2 � Q, _MANHOLE COVER � ONLY - NO STORAGE W 10-0" MIN 8-0" MIN ry. 6 yp��00pyP\Ygi ' yti o O z ie- ,JXf. i„A °v � °'m JeP43G ohoS f\ '� 0 M LL EXISTING HOUS ie= 49.5' MIN, 4• GM, Cuss1e= 48'79 2400 PIPE ORSOL,LSNT m.� � qPITCHED 1I4 /I' So RLN` ea.aT DC O 6•WDPPoM SEPTIC \ x( six / ° SANITARY DENISTY CALCULATION � U 0ITCH FROM PE^ n. .." 1 ?-- 8.70' CL�'+/�I s (0 e' DIA X u'DEEP d'j4' LEACHING RING .464AC X 600 GPD/AC = 278,40 ALLOWED GPD x N GROUND WATER ZONE IV a � z U LEACHING POOL SEPTIC TANK �'' 2A' —39� ALLCWEDI H 600 RE 04 Q n �y 1 0 \�' m•4' 50 % © eQ 464 AC = 278 40 GPDe 0_ N EXPANSIO `� 4i, PROVIDED GPD = 195,04 4WisLLJ R O POOL saxL �`ro�.m ' PROVIDE MINIMUM SYSTEM a I ' ^ P- P10 WATER AT 17' DEPTH o e 120C GAL SEPTIC TANK 8' DIA X cm �s / FROM GRADE `y Q Go ,°�rCA 4' LIQUID DEPTH & (1) 10 X 12 LP a ^0 C) `4 PROPOSED NEW SEPTIC WILL ` V uNFINGED 6 BE LOCATED THE REQUIRED [Y \A\N CELLARN0 STORAGE 0 MEclwulCx ON �+�, v DINES.DRAINAGE STACES FORM LEACHING UBLIC WATER ` z POOLS, ETC. AS REQIRED BY ^ I V Q C cAL o• Y a4� ba '+ BE s7o.1 + � � 4tS' '9�j ' SCHO SANITARY CODE, Ln So O TEST HOLE DATA \` vOG y4,y4, CN 12 / 2 / 08 '17 " .s'4, 1 No`s ^1 0 'p,tq5• a o�� oPy� ,yR�v, �, �� N SCTM # 1000 - 102 - 2 - 12.5 (11) cy qT� �k ry04`A�4 4�A.� ' � �• "'fi S WIRES � W �ry n ° DARK BROWN LOAM ( OL) � avERnFAa �Q�O 4�rvv ry0 M �$ BROWN CLAYEY SAND (SC) Sri P!,epxlie- u PF BUR ••a "• 2.5' CZ x a00 .4 - PALE BROWN FINE TO COARSE SAND ( SW) +4lLIs,-4�/Jaoy < W m-) LL Lj ��. ! �� �/ 0. +do- ` '• °4. ' o 21 NO WATER ENCOUNTERED SW ��•• • ' BY: McDONALD GEOSCIENCE C� s �'� d O Y 01 O rI a U I. �m must be in ° ,•. ; �'' Lba, existino Ezmterp sn1TC .SR " mcot re9uirement Subnut VJ ance with dep 0$C as proofted formwwM"� a L A 4-j m y� a � ,41•. g p LS1fG9i'(Erl 'S ' t6ti1fIC1fT147NLli1tr4k-„�• _) C ._ z z G 0 o V) S I T E m P L A N `� N Suffolk County Deportment of Health Services w S Approval Conarrucdon-Odrcr Then Single Family A\ V! � zmmm� 1Refet'enm No. Design PI S L � 2 SCALE; 1 " = 20' Uae(61 x These pian have been reviewed ar genera conf wale Suffolk xO N County Department of Health Services standards.relating to water supplyED SURVEY DATA and sewage disposal. Regardless of any omission,nce with the as lack hed 0 of detail,construction is required to be in accordance with the attached v a permit condition and applicable standards unless spectfecally waived by NATHAN TAFT CORWIN,L.S. the Department. This approval M7, m prove date, 322 ROANOKE AVE unlessextendedorrenewed. RIVERHEAD, NY 11901 (631) 727-2090 3f Zr t� NYS LIC. NO. 50467 Appro Date Reviewer SCTM: 1000-102-02-11 (RETIRED) SHEET N0, 1000- 102 -02-12.5 JUNE 1, 2004 SCALE 8 NEW PARCEL 1 20,224.228 SF S1 JULY 12, 2004 ADDED BUILDING COVERAGE OVER NEW PARCEL 2S C H D R E . # C 1 O — O ^y — 0001 O O 1 JULY 15, 2004 ADDED BUILDING COVERAGE OVER NEW PARCEL 1 0I, 11 i��✓� Yl MEASURE REMOVE $ REPLACE II GABLE END WINDOWS THROUGHOUT _ `, ` "A ♦�' I ; SURAL CEDAR z SHINGLE ROOF NATURAL CEDAR O ® G9 EXISTING FASCIA & SOFFIT DETAIL EXISTING FASCIA & SOFFIT DETAIL TO REMAIN, STRIP $ PAINT WHITE TO REMAIN, STRIP & PAINT WHITE a i1 U Ii T-9" PLATE HEIGHT_ � 1 I UNE OF To. WINDOWS _ w ,ill REMOVE EXIST SIDING, INSTALL EXISTING WINDOW LOCATION REMOVE EXIST SIDING, INSTALL NEW CEDAR PERFECTION SIDING (TYPICAL) NEW CEDAR PERFECTION SIDING m m (NATURAL) (NATURAL) I O CD NATURAL CEDAR —=Elz FEE vj J N N 'III SHINGLE ROOF EXISTING WOODWORK } a , TO BE REPAIRED TO MATCH d Q LLJ ORIGINAL DETAIL NATURAI r.Fn AR T_0, SECOND FLOOR 9'-0" PLATE HEIGHT_ To. WINDOWS _ Illi EXISTING POSTS TO BE N O T E, C STRIPPED & PAINTED WHITE MATCH ALL EXISTING EXTERIOR DETAILS 0 YI IE: WINDOW & DOOR SURROUNDS L _ FRIEZE BOARDS, SIDING, RAKE BOARDS O SHUTTERS 'I z IrM WZ T.O. FIRST FLOOR III y O I E WE S T S I D E E L E V A T I O N E S 0 U T H E L E V A T 10 N o � z L„ w r/1 4 SCALE: 1/4° = 1'-0" DEPOT LANE SCALE: 1 /4° = 1'-0" MAIN ROAD v' z jII z LLJ 00 ° U 0 � Wa N w HH NATURAL CEDAR _ SHINGLE ROOF DO V 1 O z ® EXISTING FASCIA & SOFFIT DETAIL _NATURAL CEDAR N SHINGLE ROOF 0 TO REMAIN, STRIP & PAINT WHITE F- — 7'-9" PLATE HEIGHT_ Q U REMOVE EXIST SIDING, INSTALL TO WNDOWS .. W NEW CEDAR PERFECTION SIDING NOTE; ¢ IJI (NATURAL) MATCH ALL EXISTING EXTERIOR DETAILS G W IE; WINDOW & DOOR SURROUNDS FRIEZE BOARDS, SIDING, RAKE BOARDS & SHUTTERS NATURAL CEDAR SHINGLE ROO NATURAL CEDAR C }I - SHINGLE ROOF T.O. SECOND FLOOR 9'-0" PLATE HEIGHT cz W r T0. FIRST OOR - C • - G � GRADE ■I/A, N W E N 0 R T H E L E V A T I O N 2 SCALE: 1/4" = 1 '-0" cz �E EAST ELEVATION � x 0 m 3 SCALE: 1/4" = V-0" Uro a D E S I G N C R I T E R I SUBJECT TO DAMAGE FROM GROUND WIN SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAM WALL SHEATHING USE/ HEIGHT FIRE TYPE OF SHEET NO, SNOW SPEED DESIGN FROST DEIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION WEATHERING DEPTH TERMINATE I DECAY I REQUIRED 45 PSF 120 B SEVERE 48' 1 MODERATE I SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE - 35.6 PSF BUSINESS27'-B" FIRST FL. - 1557 SF EXTG TWE V HEAVY MODERATETO TO FIRM MAPS INTERIOR ZONE = 61.41PSF INTERIOR ZONE = 28.9 PSF (OFFICE)ROUP B SECOND FL. - 1235 SF EXTG THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHI'TECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, c,t4 ✓Y=' i ILL r - - - - - - - - - - - - - - - - I -- - - - - - - - - - - - - o I I I I - I I I I I I I I d INSw HowR.JPoG J5-A vl Ire.) IDPI I I I W ROOF o q~3Y 1 I-IAN 0 o _ z o 0 we uv l I I o N O N nous. > J F w I I a r 0- SECOND FLOOR d - - - - - - - - - - - - - - - - - J (qY _ - F - - - - - - - 7 I- - - - - - - - - - - - T _ � �p i i Cr I I I I I I III ' I I �I-IAv �tr m-ru �i-IA'V I BILCO DOOR FRESH AR INLET IMY xG we IUY ENTRANCE O FIRST FLOOR LL-� I Y j I-IK AL � O E % ISTING ICEEC IE Q CONNECT NI APPROVED P.V.C.PIPE FICHE S I /� p F.AI. k SANITARY SYSTEM AS PER N.Y.S.COOP SLAB _ z 1 1 E Q o jI 'I j O PLUMBING RISER DIAGRAM L ===== w �' o SCALE: N.T.S L - - - - J - - - Zi - J - -PF _ W0 o > I 1 w 0n U o PROVIDE 5/8" TYPE "X" GYP.. BD.I LL ON CEILING ABOVE FURNACE FOR O 11I AT LEAST ON ALL SIDES AS I N r'1 PERR N,O" O CODE LnL LINE OF — r LL N WALLS ABOVE] ( Lu Ln FJ_� F— I� TYPicAL) I _ Y SMOKE O o L F a C� aI III II DETECTOR I PROPOSED CHIMNEY FOR i caaeDN I MECHANICAL SYSTEM O - --- ----- �II ^oerEciaqHwH I I I II o J WHERI SPACE PERMITS, E%ID3dD GRAB BAR N �- ON TRANSFER S1OE LL�i C— _ 1 On Z II EXISTING T =1 O -� III CRAWL SPACE I F- MIRROR --- - \wp EXISTING CHIMNEY Q U Q sx' LAVATORY 1e --- I 0 MIN. Z Uj uwr, 39 '_eMIRROR L _ _ f I o o LL .2- N. O LAVATORY LL -- de"MAX, C LINE or WALLS ABOVE III/ I I I I � 4-il n cz m e . dO^Mw 60' MIN - - - - - - - - - - - - - - - - - - - - - - - - - -- -- TISSUE DISPENSER 1 O MIN. H/ _ LAV, DEPTH E % ISTING n H . C. BATH DETAILS ' SCALE: N.T.S G s (/) L y F O U N D A T I O N P L A N ? u SCALE: 1 /4" = I --0" L NO CHANGE TO BUILDING FOOTPRINT (z L x m v � a SHEET N0. 2 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNIISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 44'-91•' I u 18'-48" 12'-88" 12'-68" I � ,�i. 'r, 'i.t'�I� f9 C• � 6,-78" F-- --- -- -- - -- ------ -I L2dRRs Res _ S LIP A DAMP 8 F I 2-2"x12' 172 0 Z II I II I II � I o II I I I E IST. I I ROOFIBELOW 1 TO FIEMAWN ) I x I II I � Hu w O SMCKE m I'Cm U I I I I I N W r �DEiEcrofll r II II b 1OIL to 17�_28�� 1 I 1i a ¢ o I U um I 231-18" I 14,-1" = r w a O O 3'-78" I 7,-D8•. 0 73,_0, 6,_6„ 4 Lo O_ N O N 26 REMOVE I, REPLACE I O N r� J 3 EGRESS GREss rr CL Q LJ 228x12" HOR 12,_1 " I 2-2'x12^ HOT — J 18'-36 Q 2'x12' HDR ]-2'xIY' HOR (n 10•_0" 11' S' �' II II II REMO 8 O F F ICE o :XIS . DOOR', N O T E: z a? a Q_DE CTC. m uNOwC W 3088 LAW IE: ALL EXISTING SURROUNDS DETAILS O �< REMOVE STEP I GGm� OFFICE DOWN k FRIEZE SHUTTERS DS, SIDING, RAKE BOARDSCD wop SMOKE Am f AISE FLOOR TO R E C E P T I O N >_ I O� O�DETECTORO w _ `\\ 5'-6" T-2" 5'-6" MATCH MAIN FIN, FLOOR z �J 5 Oma--SMOKE z WAITING DETECTOR II ©._MONO%OE � ,oG = CARBON I'''�"i"+ DETECTOR 4'-6" < O m -6 n n c I CLOSE EXIST, n 6 II 'nm 64+ DOOR OPENING J.w O SMOKE ,opA'R' CLOSET .I ° ry n b� CLOSET MATCH SIDING O O`-DETECTOR - N C CARBON v J ©MONO%IDE o o� w I DETECTOR 2-Y'.IY HOR Z 2062 2052 m / 4'-8" Q REMOVE & REPLACE S ,o / \ r 3068 O K, n�'� H C \O NS.wA min LL.1 O n _ANC . .ao"xm,A woo /O B A. T H I I eAMMPxl.. .. XAN rcx A,xv.A V' V Nw N cA..a nu+oum.ULE AEfF.SWEY/ OFFICE BATH O F F I C E FA DF E% Ain I / 1.„�1 M,X, ,X. a � FAN TO in L fr•x aa) IDV rrw nw SMOKE i ` ❑ CLEAR AREA NOTES: a Z Ln 4G SMOKE REMOVE REPLACE ASENOTED O`DEIECioR W O_DETECTOR 3'-10" o WATER CLOSET - 56 xfi0" a N v A C TAI Nw ry LAVATORY 30•'x48" ` w CLOSET"+ D REMOVE EXIST. \ ry 9'-08" WINDOW `REMovE ExIST. Wrvoow II CLOSE OPENING k MATCH SIDING IL _Vx II PRONOE k INSTALL O II nEw ADA AM 2-z'.1z^ 1Gfl © GONOXI^MNOTO2@ DETECTOR 66 EXISTING T BATAJHL�T 1 eX 125 CFM ENH\J II ,o 7F TY FAN TO Ek IOfl III ry O Z v-z Q U O os N a ll K O GO M M ? O `\ "S �"w' na 0 F F I CE ra IN S O F F I C E wa m CONFERENCE O—DSMOKE EE i0R ¢ U SMOKE F. S `-CETECTOR OFFICE/ J ENTRY ROOM 3 CONFERENCE _ / u EOYER O_DETECTOR Q K LL SMOKE S a 0 C] ' REMOVE PORTION OF O�DETECTOR N nwrc m EXIST WALL EXISTING EXISTING 4'N a N �W� i rc F REMOVE EXIST. REMOVE EXIST. REMOVE EXIST. REMOVE EXIST. ¶1 WINDOW WINDOW WINDOWWINDOW 6'-88" 15'-0" 4" 14'-2" i rc rn }I 14'-2" w IM 2-2"x12' HDR 2-2'.12" HOR 2-2 x12 HOP 2-2 x12 HDP EXITII m 2' HOR 1-Y.11" HOR P-2"H R" HRR 2-2-42' HOR 2-2 12" HD 2846 BOX OUT FOR 2846 2846 2846 2846 8 EGRESS EGRESS EGRESS MOVE DOOR OPENING U RELOCATED WINDOW 1" 3,_O8, 7._72 7'_7 " 6._13 3,_85„ 2 8'-4" 9 Exls>tNG CENTER N WINDOW ABOVE BRICK ST00 3'_98" y-7 " 7_7227..• g,_4.. 3" ❑ .-. 37'-28 B g 18 O T-78" W 37'-28" E%ISTING 44'-g5" BRICK STOOP ❑ ❑ r 5• _ z • ti / N SECOND FLOOR PLAN F I R S T F L 0 0 R P L A N SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '-0" i V S.F. OF SECOND FLOOR = 1 ,235 NO CHANGE TO BUILDING FOOTPRINT cz ti x S.F. OF FIRST (FLOOR = 1 ,557 a SHEET NO 3 THESE DRAWINGS AND ACCOMPANYING SPECIHCATGNS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATON SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE AROHITECT.NSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, GIs ALL CONSTRUCTION SHALL D i` CHAR(FS MEET THE REQUIREMENTS OF THE I`Jnul D 1+ 5 CODES OF NEW YORK STATE, MAY 17 2010 m 3 BLDG DEPT. ^p MEASURE REMOVE & REPLACE �I- TOWN OF SOUTHOLD GABLE END WINDOWS THROUGHOUT -- - ---- A URAL EOG A� ---_ - - Z SHINGLE ROOF ® _= NAiuRAI CEODAIR� _ o EXISTING FASCIA & SOFFIT DETAIL ETAIL TO REMAINEXISTING , BTRIPSCIA && PAINTSOFFIT WHITETO REMAIN, STRIP & PAINT WHITE °- _ ------ - --- 7'-9" PLATE HEIGI1T_ LINE OF T.O.. WINDOWS _ "' REMOVE EXIST SIDING, INSTALL EXISTING WINDOW LOCATION 4- -- REMOVE EXIST SIDING, INSTALL NEW CEDAR PERFECTION SIDING (TYPICAL) "L NEW CEDAR PERFECTION SIDING (NATURAL) - - (NATURAL) EEL LEE O CN p NATURAL CEDAR - - T- SHINGLE ROOF EXISTING WOODWORK _. - w }. TO BE REPAIRED TO MATCHNST IRN�IEDNi - T_0. SECOND FLOOR ORIGINAL DETAIL _ W-0" PLATE HEIGHT - — — EXISTING POSTS TO BE - - ��' z STRIPPED & PAINTED WHITE - _ — MATCH ALL EXISTING EXTERIOR DETAILS O Y IE: WINDOW & DOOR SURROUNDS 17� & ISHUTTERSEZE DS, SIDING, RAKE BOARDS O L -- _— AV z T.O. FIRST FLOOR O U w L GRADE \G( J O E W S T S I D E E L E V A T I O N E S 0 U T H E L E V A T I O N o �4 J SCALE: 1/4" l'-0° FACES DEPOT LANE 1 SCALE: 1/4" = l'-0" FACES MAIN kOAD APPROVED AS NOTED w (f"� TE5-/S-/OB.P •3S�6Z PL UMBER CERTIFICATION FEE: � Og%wdOgv- ONLEAD CONTENT BEFORE NOTIFY BUILDING DEPARTMENT AT Ili O O CERTIFICATE OF OCCUPANCY 785-1802 8 AM TO 4 PM FOR THE m w SOLDER USED IN WATER FOLLOWING INSPECTIONS: Q ( D C] 1 FOUNDATION-TWO REQUIRED Q. V SUPPLY SYSTEM-CANNOT FOR POURED CONCRETE EXCEED 2/10 OF 1%'LEA D. 2, ROUGH-FRAMING,PLUMBING, O STRAPPING, ELECTRICAL&CAULKING Lo 3. INSULATION C.i PLUMBING 4, FINAL-CONSTRUCTION&ELECTRICAL CL w MUST BE COMPLETE FOR C.O. �y J ALL PL'U(MBINGW $TE ALL CONSTRUCTION SHALL MEET THE &WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW TESTING BEFORE COITERING YORK STATE. NOT RESPONSIBLE FOR - DESIGN OR CONSTRUCTION ERRORS RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 NATURAL CEDAR OF THE TOWN CODE. -- -- - OCCUPANCY OR _ SHINGLE aGGF_ _ DONOT PROCEED NTH USE IS UNLAWFUL V) 00 fFIAMINGUNTILSURVEv WITHOUT CERTIFICATE EXISTING FASCIA & SOFFIT DETAIL NATURAL CEDAR OF FOUNDATION LOCATION'` N MR7 = SHINGLE ROOF — - - HAS BEEN APPROVED. OF OCCUPANCY 0 ': TO REMAIN, STRIP & PAINT WHITE � _ V r REQUIRED 7=-9°PLATE HElcr±r ¢ c� REMOVE EXIST SIDING, INSTALL — T.O. WINDOWS w - — w NEW CEDAR PERFECTION SIDING (NATURAL) - — N Q) T F: rc w .. - - MATCH ALL EXISTING EXTERIOR DETAILS IE; WINDOW & DOOR SURROUNDS — _ - _ - FRIEZE BOARDS, SIDING, RAKE BOARDS - - - & SHUTTERS NATURAL CEDAR -- SHINGLE ROOF uemmx-ei-rmaa _-- - r NATURAL CEDAR U) 4J SHINGLE ROOF T.O. SECOND FLOOR .. 9_-0" PLATE HEIGHT— /cz T _ TSO. WINDOWS U 0 1 .L T - ryll — 4w -- - T.O. FIRST I ODR , GRADE c N ii__ w E Y WITH ALL CODES OF N 0 R T H E L �E V A T 1 0 NNEW YORK STATE & TOWN CODES 0 ¢ SCALE; 1/4" = 1'—O" PARTIALLY NN VISIBLE FROM STREET AS REQUIRED AND CONDITIONS OF E E AST E L E V A T I O N 3 SCALE: 1�4" = 1 -0" PARTIALLY NOT VISIBLE FROM STREET CERTIFICATION OF �SOUTHOLOTOWN PLANNING SOARD G NAILING &CONNECTIONS _� STk+9LB?94JTfl6S3FES U (� REQUIRED. i D E S I G N C R I T E R I SUBJECT TO DAMAGE FROM GROUND 1 SEISMIC WINTER ICE FLOOD LIVF I DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT FIRE TYPE OF SHEEI NO, , SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. AYMENT CLASSIFICATION WEATHERING DEPTH TERMINATE DECAY REQUIREDREQUIRED 45 P5F 1 120 B SEVERE 48" MODERATE SLIGHT 11 Y E 5 FROM 1998 40 PSF 20 PSF PERIMETER! EDGE ZONE - 6,72 PSF EDGE ZONE = 35,E PSF BUSINE95 27,_5• FIRST FL. = 1667 SF E%TC TYPE y TO TO FIRM MAPS INTEflIOR ZONE = 51.4 PSF INTEP,IOR ZONE = 28.9 PSF GROUP B SECOND R. . 1235 SF IXTC HEAVY MODERATE (OFFICE) THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERNCE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL DE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PRCPAREO, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE i0 THESE PLANS SHALL REMAIN MITH THE AHChIITCCT.VIGUAL CONTACT W TI I[M SHALL CONS IIiUTE PRII+.%. FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, J �,EGISTFq * GHAR o = G T N / p0 � 6� — — — — — — — —— — — - - -- - - - - - - - - - -T I - I I I I I I I I 2 I I I I - I I I 170 TUBE FOOTINGS I I, MIN 30" BELOW GRADE a 1'NXi fNNT 5 G' (MUST BE MRGIN SOIL) 1g•_N�•• I I I LL flooF � 11 1 WOOD FRAME H.C. RAMP - IL -- _� O " q I InY 8 AD sT z o a I 'N ® te° o.c. I I C N o (�/ IwG urI i I 1 2^XB_FCO IST. �� Noun —® I6 O.C. 0-' } I NR 5ECONO FLOOR wp I I — — — _ — .I� I J Q -� - S r -- - - - - - F- - - - - - - - - - - - -rl F--�I• I �Y ^ ao I I I 1 I 068 m-o-lhY m-ri �ri W-Igiv I I I I I I 1 8" POURED CONCRETE FOUNDATION z I I 1 GA z^.e° Ac vs 1 INV I x we Iuv ;� IX IB O.c. RAIN TO WALL ON B"X76" POURED I I O FRESH NR NIST 1 I I I I 1 LL_ ORYWELL CONCRETE FOOTING FIRST FLUOR E X 1 S T I N G i N G 1 ��, z ss I C E ;,' POU C NM 70 ARPROYEO4 As PER N.Y.P ve..PPE PImIEO$ GIVE LAB I POURED CONCRETE STAIRS TO �,wo F.AI. II SANITARY SYSTEM I C EL O I CELLAR, # OF STEPS TO BE f-- B'-G' II DETERMINED ON SITE J PLUMBING RISER DIAGRAM II LLJ - SCALE; N,T.S I z 7 Q - -- - - - - - - -(-�IT � I G - - - - - - - - - LIII Ld O x n- I F 7 w 0 I 1 0 DROP FLOOR FRAMING IN III PROVIDE 5/8" TYPE "X" GYP, BD.I ELEVATOR SHAFT I_F_ " iON CEILING ABOVE FURNACE FOR I PER MGF'S SPECIFICATIONS O 11 AT LEAST 3'-0" ON ALL SIDES AS PER N.Y.S. CODE LE-) LINE OF I I WALLS ABOVE J 1 - r1 W J illr/ (TYPICAL) E'— SMOKE BOILER II a�DETECTOR `PROPOSED CHIMNEY FOR III/� —CARBON MECHANICAL SYSTEM I 1pP€rEGTOtX_MONO%IDE HWH I_ _ _ I I II I I Z --- - - � ii a Q I it o a WHER SPACE PERMITS, EXTEND GRAB BAR I SII ON TRANSFER SIDE ' �. I LST E U) Z E X I S T I N G I 0 MIRROR _ II , " CRAWL SPACE EXISTING CHIMNEY Q U O LAVATORY 51' MIN. _-I__ __ _ —i / Lu Z 39,_11. MIRROR D Q 1n Q'MIN. MAx. LAVATORY Mw. Mu. - -fN U n I :� � I - 1- -I I- I I I I 3w°MAX. A b LINE OF yy / WALLS ABOVE 7. 9 T 11 9 b _ . ---., (TYPICAL) '� cz L - - - - -- - - - - - - - - - - - - - - - - (� O}' 4 W MIN I 00' MIN TISSUE DISPENSER MIN. LAV, DEPTH E X 1 5 T I N G H , C. BATH DETAILS - - �—SCALE: N.T.S o w F 0 U N D A T i 0 N P L A N SCALE: 1 /4" NO CHANGE TO BUILDING FOOTPRINT LU x m Um SHEET N0. 2 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCWSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICA110N SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICADON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCFPTECTNIISUAL CONTACT MITI THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, I .—-- EGISTFRFo / iL GH RL i 19'-44° 12'-011" 12'-8j" --i — mo 11'-1 ,• 5'-3�" 3'-0�" 6'-D'" q B' 71j" i. _ �I O r - -- --- - -- -- - - -- ---I E$��s' E�S$fi�H II II - 1 z uNowc 0 I I I _ I ROOFIBELOW I I m TO EMAIN I I 'AMP MOKE II IIvgN K r6^m ^' O'-SETEDiO �. A. ^� U •I 1 �7-2 D IS w I 7-WOOD FRAME H.C. RAMP I G I 1i NOTE M ' HMATCH ALL EXTERI 3A" IGF RAI'- o E: WINDOW &EXISTINGDOORSU ROUNDSETAILS - ------ S-7j" 1 I 1 7'-01" 7'-0j' I�+ FRIEZE BOARDS, SIDING, RAKE BOARDS O O 1i•_p• 8•_e. m uP anMP LANDING 'ma 1 ' & SHUTTERS i O REMOVE k REPLACE N 2052 2852 -1 In N —— —— —— — 26 6 254 I LANDING EGRESS EGRESS -1 J 41 —f" — — — — x-2"x12" HDR 12•_1 2-7'x12" HDR —J 15'-3�"2'x11^ HER 2-2"x12" HIGH I' fY EL < 4 10, Q I I .mm RRMO CE I�,I i i WDALLL FOR T3' B" - 1I QFFICE o E%15 . DOOR/µ� IyJQ OPENING REMOVE E T. 7 OSMOKE 'W 305 O E w —DETECTOR _ Am A 11 OPENING O F F I C E REMOVE STEP N o N O II r Wop ' SMOKE Inm AISE DOWN TO R E C E P T 1 0 N " u al- Ind Q�DETECTOR ?' MATCH MAIN * r % h N FIN. FLOOR e z I I m " WAITING 0—DET SMOKE �„ z 6'-p^ CARBO OC —MONOXIDE _ _ __ _____ _ �" o DETECTOR - ,_ .__ _ _-_ __-._---__ _ I IN h - T. > Py o L REMOVE EXIST. Irn IN LL. 5 ' WINDOW CLOSE I N i MATCH SID N O � J _e n OPENING & , 4"f0" 4'-6" O I N OpB W MATCH SIDING �+ Z n I r p0 ELE m II % y p o REMOVE E%IST, LJ 1 r'--___ l"�_-, -_ - I] L I f AS INDICATED vJ I' r o 2-2'w13" HDR ,p� r ELEVAT j STAIRS & PAR ITIONS o� LL-- -- — - - __- _ _LI 5v 'O 4-0 u'pi 2062 2052 If O in REMOVE @ REPLA E rx SMOKE — o ---J J-- --- W//� O O 3060 S `-DETECTOR J a 3065 - xEw wn lalEf F-- CARBON IIa- N (D DETECTOR 3068 a DETECTOR f------- O � os>I I� e,00uuo uio'xmaio�iiirz n,xii;• \ J MUo __ ane.a vrnxweoe lv[v ACC0e AO . . ' w � � iw mre iuls•exnw vuM n �Yn/ 0 F F I C E r-i DPUDnnON 1N a" O F F I C E / - _�L__ _- m'•.a.1` '°`• 0 SMOKE L-`--- _-yMMf(fY1Y J I.. STAIRS & PARTI➢ONS a OT�„ _ NOTES: IIl II w REMOVE EXIST. REMOVE & REPLACE DEiECTaR m m OTDETECTDR 3'-t0' r2-ro"-- s''=TI" EXIST. WINDOW AS NOTED P1� m TTne�m 2xlTtV __ __ _ ❑ _� AS INpICATEO �W "� L _ I I I w r �-- W LAVATORYEi 30°x4060 � W N xp REMOVE EXIST. 4'-5" e W �Aa WINDOW II — x-0 ° cos[oEXIIST WINDOW slmlNc FILE STORAGEiiiiIM M CLOSE EXIST. I 2-2"x12" HER II PROVIDE Y INSTKL_ O OPENING b ©—MONOXIDE NEW ADA vnrvlrc 3065 w1l BUILT-IN I DETECTOR C.; L5IAS in f� ___" E%I _ _ FAN TD ELATE!n.TeD,. RORII_ FAEXTERIOR RG m Z r n M1 O J . 0g 1 N a CLDSE mIST. m 4 m En It D 0 OPE ARTHIfEMM9EXIST I%ve wt, n'x.r ry ARNDICAT °2 >a w O F F I C E "'"' AS INDICATED q QFFICE I o r smo%E m a CONFERENCE Q—ocTEcoR ¢ U LL DETECTOR R O O M I- CONFERENCE /JY s —SMOKE p Q LL SMOXE " REMOVE PORTION OF O—DETECTOR �Nn fl4F �E%IST WALL E%ISTING'm E%ISTING9 �Wz II F W D d REMOVE EXIST. REMOVE EXIST, REMOVE EXIST, REMOVE EXIST, WINDOW 'WINDOW WINDOW 14'_2" WINDOW 6'-B ,• 2-m"x12' EDrt 15-p z-z°xIx HDR 2- i ii I w m I ' ED, z-2x12" HDR 2-2x12' Hors 2-2x12 EOR 2-2x12 HDR ---- " v, m 2545280% BUT FOR 204 _ MI I R"„12" HOR 14-2 2-2' 12" DID II /� `V r 28512 EGRESS 2852 w 5 2545 2546 2545 6 EG8512 EGRESS EGRESS f%ISTNO MOVE DO R OPENING ^ RELOCATED WYNDDW 7'-7-71" P 8'-4" 7 DRICX srpD CENTER N WINDOW ABOVE 3,_03, 7'-7 „ 7'_7}2^ 3'-8 99 8,_4„ 8,_13„ ❑ `d."., O 7'-7j„ 6 'u 37'-2g" r EXISTING 44•-55" ••r ~ BRICK STOOP 99 � _ z — / y SECOND FLOOR PLAN FIR ST FLOOR PLAN ^^'' SCALE: 1 /4" = 1 '-0" SCALE: 1 ,/4" L S.F. OF SECOND FLOOR = 1 ,235 NO CHANGE TO BUILDING FOOTPRINT cz m S.F, OF FIRST FLOOR = 1 ,557 Ua SHEET 10. 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBUCATIDN SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, 19 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAI. CONTACT WITFI MEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, — --- - TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 �ERE� ARC ALLOWABLE DEFLEC71ON OF STRUCRURAL MEMBERS I ��25 Tyo y/2 RAFTERS AND CEILING PIPING — R602. 7. 2 STUCTURAL MEMBER ALLOWABLE JOISTS OR APPROVED DEFLECTION ROOF TRUSS TOP PLATES RAFTERS W/ GREATER SLOPES THAN 6 W/110 TOP PLATES SECOND STORY TOP PLATE- nNISHED CBUNG TOP PLATE WWFFL�M TABLE 3.1 ATTACHED TO RAFTERS Q SEE DRILLING AND 16d NAIL AT 24" D,C, GYPSM BOARD INSTALLtt) IN STUD INTERIOR WALLS AND 02406�,�1 O JOIST IS PERMITTED TO ACCORDANCE WITH "/180 F NGS' ` NOTCHING PROVISIONS PARTITIONS O BE GUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- BORED HOLE MAX CEILINGS SEE DRILLING AND SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z BOTTOM PLATE NOTCHING PROVISIONS f \ NOTCHING PROVISIONS of STUD DEPTH MEMEBERS DIAMETER 40% o WFCM SECTION 3.3.1.1.1 \ EXT WALLS W/ PLASTER OR H/360 OF STUD DEPTH 1/3 SPAN 1/3 SPA WFCM SECTION 3,4.1.1.1 WOOD STRUCTURAL PANEL 5 8' MIN. TO EDGE — STUCCO nNISHE - } � NSTALLED IN ACCORDANCE / 5 8" MIN. TO EDGE d NAIL EL 6" O.0 WITH WFCM TABLE 3,1 EXT. WALLSEvb) LOADS zaD / o r ALL PANEL EDGES} WITH eRITTLE(b) FINISHES a 8d NAIL AT 12" O.C. ON ALL EXT. walls-WND LOADS z40 5/8" MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT / " FOR BLOCKING BLOCKED AGAINST NOTCH MUST NOT EXCEED M H F XIBLEa FINISHES NOTCH MUST NOT EXCEED TOP PLATE BAND JOIST NO BRIDGING ROTATION IN ACCORDANCE (0) CORNER DETAIL PANEL EDGES 4D% OF STUD DEPTH NOTES: L= SPAN LENc H, H = SPAN HEIGHT 257 OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 times the m WITH WFCM 3.3,1.3-END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for his purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL EL 6° o.0 ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o WALL BE ALL PANEL EDGES} BE LOCATED IN THE SAME b. For earl memebers, L shall be taken as twice the ought CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE of the cantilever. CROSS SECTION OF CUT OR 5rMIN O EDGE c. Far aluminum structural members or poneles used in roofs or DOUBLE AND Nd MORE THAN TWO 1 IN.X4 O RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED AP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not AND SO BORED BAND JOIST OTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used In roofs or walls of z OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall o INSTALLED IN ACCORDANCE not exceed L/120 -> JOIST 1sd NAIL AT z4" o.c. WITH WFCM TABLE 3.1 WFCM 2001 SBC HIGH WIND EDITION TABLE R 301,2,2,2,1 WFCM 2001 SBC HIGH WIND EDITION w SILL PLATE SECTION 3.4.3.1 . 1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE SUBFLOOR Sd NAIL AT 6" O.C. ON ALL SECTION 3. 4.2. 1 . 1 FIGURE 3.3 A COVERING DEAD LOAD OR BASEMENT EDGES ANDEMI2OCAONAAEL NOTCHING AND BORED HOLE LIMITATIONS RooF/CEILING ROOF/DDDNG NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC SLAB-ON-GRADE (b) INSIDE CORNER DETAIL PANEL EDGESBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION WALL SUPPORTING 15 Pel or less 25 psf EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING ROOF ONLY 15 25 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS TYPICAL WALL. FLOOR & ROOF FRAMING ROOF PLUS ONE STORY NON— BEARING WALLS: 8602 6 (1 ) & ( O.C. ^ FOR SI: 1 POUND PER SQUARE FOOT LATERAL BRACE AT s' oc = 0.49 <N/M(2) JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED L d WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS 0 W FOR WOOD STRUCTURAL PANELSROOF FRAMING DOUBLE TOP PLATE 4 TRUSS OR CEILING JOIST 0 FASTENER SPACING SEE STUD TO RAFTER z T FASTENER 2 FEET 4 FEET 6 FEET SECTION A-A OR STUD TO STUD DETAIL GABLE END TRUSS ?) 1 PANEL SPAN C PANEL SPAN C PANEL SPAN C PANEL SPAN BLOCKING C PLE TUD PICAL TYPE C 2 FEET C 4 FEET C 6 FEET C 8 FEET 112' SPACING ENDWALL ROQUIRED RS Q rn ALLOWS A A W0// # 16" 16" 12" 9" NomL TION E NAILSd 6r SCREWS HEADER STUDS FULL LENGTH 5d COOLER NAILS AT 10" O,C. c-) WA STUDS 2 1 28 DOUBLE ceRN R smO A A NOTE: 2"x4" BLOCK NAILED TO EACH 2 D S MEWS i6" i6° 12" STDD MIN. o AT Ha�ew�RE a o CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS a, THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT, HO.DDOWN o TRANSFER SHEAR AT EACH END OF HEADER AND (PHD5) o o AT BOTTOM of HEADER STUDS IN GYPSUM BOARD b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. o ° a CO ECL R ADDITION TO CONNECTORS AT Q NOTE: SIMILAR I c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. o FOUNECnON Ar 5d COOLER NAILS AT 7° O.C. z a FaunoanON. R uIR WALL STUDS AND AT TOP AND d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-I6d COMMON BOTTOM OF CRIPPLES 2D GAUGE STRAP LLI ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° a NAILS AT6'D.D. FLOOR BRACING AT END BAYS SIDE WALL TYPICAL FRAMING AND UPLIFT '°-6d NAILS o W WITHDRAWAL CAPACITY OF 490 POUNDS. -IND WALL e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS of 7/16 INCH (11.1 m) -suBFLaOR ( WFCM FIGURE 3. 7b ) CONNECTIONS FOR OPENINGS a d NAIL AT 4" D.C. 8Q EXTERIOR WALL STRAPPING & ANCHORING SCHEDULE ENDWALL STUDS AREA HOLDDOWN USED / LENGTH NAILS OF CAPACITY OF HOLDDO TES FACE OF FOOTING CEILING BRACING GABLE ENDWALL RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER —BAND JOIST w 12" MAX. ( WFCM FIGURE 3. 7a) RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER e-ad To STUD CONNEC11oN NAS BASED ON z-Ra To PLATES SHLAR WALL REQUIREMENTS FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY SND CONNECTION TOP PLATE STUD TO SILL PLATE SIMPSON H-8 5-8d TO SND 745 LB EVERY STUD PROVIDE RAFTER TO 4-8d TO PLATE a H NO CEILING RIDGE TENSION STRAP BILL PLATE TO FOUNDATION W ANCHOR BOLT (14") 7' MIN. EMBEDMENT TABLE 303.23 (SBCCI) PLACE AT 23' ON CENTER WITH 3' BEARING o H/2 BUT NEED OT „ DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S H/ BUT NEED NOT REQUIRED ON SHEATHING.JOINT RAFTER TAILS ARE NOT " BP-3 PLATE 12" FROM CORNER DR ION OF o ° EXC ED 15 FT. AX. E DEED 40 FT. MAX EACH END OF 1-1/4 FOUNDATION DOUBLE WALL 66' SSTBL20 SIMPSON (14) 4695 LB PER IN 7000 P51 CONCRETE, LOCATION OF o ° ° 1532 W O TRUCTURAL PANEL$ STRAPPED TO TOP 20 GAUGE STRAP ~ HIXDOOWJ CORNER STUD o DD B STUD (SHEAR) SDS Y" X 3" CONNECTION (CORNER) HOLDDOWNS AS SHOWN ON FOUNDATION PLAN a ° CONNECTED TO GAEL A E AN O WALL ELOW PLATE OF WALL BELOW g TS WOOD SCREWS (PHOS) a ° a ° TRANSFER SHEAR OUNDATION CLEARANCE FROM SLOPES GABLE ENDWALLASEBALLOON �FRARWA RAMING a 7" NTN. EMBEDMENT o (,) NOTES ° ° FLOOR TO FL00 ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL AODBLEDWAAE CONNECTION PREFERRED METHOD CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SNDAAffARMIN, z TABLE 3.2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. RAFTER a w NAIL PENETRATION INTO FRAMING IS ACHIEVED. 8d NAIL AT 12" O.C. ONo HOLD DOWN ALL FRAMING MEMBERS * INSTALL THROUGH FIRST FLOOR SHOE ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES 2jj 3 20 GA. STRAP— WINDOW AND DOOR OPENINGS: GYPSUM BOARD s RIDGE BEAM 1„ (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE tfid NAIL AT � 4 WIDE MIN. 3.70 & 4.7b) PHD5 24" G.G. RIDGE TENSION STRAP DETAIL WI(a) 8d NAILS TABLE R301 . 5 NOTES CZ EACH SIDE o FOR SI: 1 POUND PER SF= 0,0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL o. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING O.C.NAIL AT N A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T A B L E R301 . 5 O a� O. (ALL PANEL b. APPPLIED 2. ATTIC SPACES MEETING THE REQUIREMENTS IN EDGES SECTION 8802.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION 8802.10E FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO MINIMUM Tp p NAILING SCHEDULE (TABLE 3.1, OR MORE OF CONTAINING TRUSSES WITH THE 42 NCHES CONFIHIGH GURATION MINITVIUM UNIFORMLY DIS DISTRIBUTED LOADS (PSI ) WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE (A OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE REQUIREMENTS. � GYPSUM BOARD a. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND impIm son Strong — Tie SIMPSON STRONG TIEHDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 //� n son 10 SIZE PER MOST RECENT ATALOGALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. VJ �+ SIDE W d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ^^++ A35— Chimney Framing ® EDGES) ANY POINT ALONG THE TOP DECKS 40 W e. SEE SECTION R502.2 FOR DECKS ATTACHED TO EXTERIOR ROOF RAFTER RIDGE DETAIL WALLS PASSENGER VEHICLE GARAGES 50 ® WOOD STRUCTURAL L GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE L 3 ® PANEL INSTALLED IN HANDRAIL) 'BALUSTERS AND PANEL FILLER SHALL BE DESIGNED `u x ® ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o 3 SCALE: N. T.S. NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED (TABLE 3.1, WCFM 2001 24" D.C. LNOT BE OAD REQUIREMENT,MO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 HIGH WIND EDITION) o g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUREMENTS V r1 ROOMS OTHER THAN SLEEPING ROOMS 40 FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4,2 FOR 8d NAIL AT 6° O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS W TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS AT PANEL EDGES AND WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 30 (B) INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12" D.G. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (10I HIGH OR GREATER 4O . " AT PANEL EDGES B7 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. PLANE OF THE TRUSS THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 Simpson Strong- Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS F� F� o FRAMING M1.ET: 2 CORNER BRACING DETAIL EXTERIOR OI \ CORNER ER \ AMINV ORTFRAMED HE COPENING AREA SIN ACCORDANCE WITH ACCESSIBLE BY A UsECTION 807LL - DOWN 5TAAINDD — 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC BY A FIXED STAIR SHALL BE 3 SALE: N.T.S. To SUPPORTCES THESERVED MINIMUM LIVE LOAD SPECIFIED FOR SLL EPNGED ROOMS. ( TABLE 3 1 WFCM HIGH WIND EDITION ) (TABLE 32 B WFCM Tool HIGH WIND EDITION) �SQyE y0yr SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT The design of this structure la based upon prescriptive approach using the GENERAL N 0 T E Si CONNECTIONS RESISTING LATERAL & SHEAR LOADS Wood Frame Construction Manual (WFCM) 2001 SBC published by The Armoric- NAILING SCHEDULE Forest and Paper Association. Non- Structural laments are based upon the New 1. All works shall be performed In accordance with all state, * �c ANCHOR BOLT CONNECTION FOUNDATION MAX ANCHOR BOLT SPACING (INCHES) York State 'RESIDENTIAL CODE January 2007. municipal, local Zoning and building codes and ordinances RESISTING SUPPORTING NOTES 1,2,3,4 having jurisdiction and best standards of construction N JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria, see Table R301.2(I) on practice. J. Q 1/2" ANCHOR BOLTS 30 sheet no. 1 The American Institute of Architects Conditions shall apply 'SIT 0 Q LATERAL AND SHEAR LOADS I - 3 STOflIES 5/B" ANCHOR BOLTS 46 All non engineered lumber to be Douglas Fif#2 Or better to all Work performed on this project. 2406 RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER Wind Limitations-Section R301.2.1 2. The Contractor shall verify all conditions at the site. Any ��QF,-N� I. PRESCRIPTIVE UNITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 Desl n Criterlo-Sectlon R301.2.L1. (See Table R301.2.1.2. for Wind-Born Debris discrepancies must be brought to the attention of the Architect '�`• CEILING JOIST TO TOP PLATE TOE-NAILED 4-6d PER JOIST 2, WHEN ANCHOR BOLTS ARE USED TO RESIST UPUFT, LATERAL AND SHEAR LOADS, THE MAXIMUM ANOCHOR BOLT SPACING SHALL NOT EXCEED THE 9 YIOr t0 commencement of construction, The Contractor shall be LESSER OF THE TABULATED, Protection Fastening Schedule For Wood Structural Panels) P CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 3, TABULATED ANCItOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WTH SECTION 3,44.2. FOR Dead Load-Sectlon R301,4 responsible for corrections not reported once he has started work OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPUED BY THE APBOPRIATE WeATHNG TYPE ADJUSTMENT FACTOR Live Load-Section 8301,5 except for hidden job conditions, Z CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED a FEET ON CENTER. Light and Ventilation-Section 8303 3. Contractor shall guarantee to the Owner that all materials and o 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL 6-8d PER TIE CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3,5 Minimum Room Area-Section R304 equipment Incorporated In the Work will be new, and that all WOfk COLLAR TIE TO RAFTER FACE-NAILED Calling Height-Sectlon R305 will be of good quality, free from faults and defects for a period r 2-Bd EACH END (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) - Sanitation-Sectlon 8306 of one year form the date of the final Certificate of Occupancy. BLOCKING TO RAFTER TOE-NAILED ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 4, The Architect shall not be responsible for the construction means, a TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Glazing�Section R308 method, techniques, sequences or procedures, or for the safety SHEATHING LOCATION SND SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Garages and Carports-Section R509 precautions and programs In connection with the work, and he K WALL FRAMING OR PANEL SIDING FOR Ild COMMON NAILS Emergency Escape and Rescue Opening-Section R310 shall not be responsible for the contractors failure to carry out Exit-Sectlon R311 the work In accordance with the construction documents. The to TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT NCHES D.C.) Landing-Section 8311.5.4 Architect shall not be responsible for the acts or omission by w 4-16d JOINTS - EACH SIDE 4' PERIMETER 16 E Romps-Section 8311.6 the contractor No changes shall be made in the documents TOP PLATE AT INTERSECTION FACE-NAILED EDGE ZONE F Stairway-Sectlon R311.5 and/or the building as designed without the expressed written o 2-16d 24' O.C. E 6 Handrail-Section R311.5,6 consent of the Architect. STUD TO STUD FACE INTERIOR ZONE 15 Guards-Sectlan R312 5. The contractor and all subcontractors shall maintain continuous HEADER TO HEADER (FACE-NAILED) i6d i6" D.C. ALONG EDGES F Smoke Alarms-Section R313 insurance coverage statutory policies (Worker E Foam plastic-Section R314 Compensation, etc.) and general liability in an mount not TOP OR BOTTOM PLATE TO SND (END-NAILED) 2-16d PER 2X4 SND GABLE ENDWALL RAKE AND RAKE TRUSS 1 4 (SEE NOTE 41 Flame Spread and Smoke-Section R315 less than S 5 million and automobile liabilityand damage a 3-16d PER 2X6 STUD E- NAIL SPACING AT PANEL EDGE (IN) F Insulation-Section R316 coverage not less than S 2 million. The Architect shall be m F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 named Insured on any and all policies. W 4-16d PER 2X8 STUD 1, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section 8318 6. Provide 0,025" of a meatal shield, other than aluminlum, over fibrous SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay-Section R319 Insulation at all perimeter sills. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOKING 2. TABULATED 12' O.G, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Protection Against Termites-Section R320 7, All wood In contact with concrete or masonry to be Wolmonized ( FACE-NAILED) ( MEMBERS WITH 0>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Site Address-Section R321 ,2 PER FOOT TO 6 INCHES 0. C. Accessibilit or pressure creosoted. 2-16d SEE NOTE 1 J. TABULATED 6" D.C, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Y-Section R322 B. A single station smoke detector alarm device Shall be Installed Flood Resistant Construction-Section 8323 FLOOR FRAMING MEMBERS NTH G>0,49, FOR FRAMING MEMBERS MM 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED • -` In each bedroom, on all floors and Shall be all Interconnected per code. T. 4 INCHES a C. 9. All bathroom without operable windows to be mechanically ventilated JOIST TO SILLTOP PLATE TO GIRDER TOE-NAILED 4-Bd PER JOIST M TABULATED 4" D.C. NAIL BRACING ASSUMES SHEATHING ATTACHED TO NAILING SPACING FRAMING a Foundatione-Chapter 4 as per New York State Code. MEMBERS 'NTH GM.49, FOR FRAMING MEMBERS WITH 0.42<CM,49 THE NAILWG SPACINGS SHALL BE REDUCED Design based upon presumptive load bearing values of Sandy grovel and of gravel 10. Heating to be designed to provide 70 degrees F. with outdoor BRIDGING TO JOIST TOE-NAILED 2-8d I EACH END TO 3 INCHES 0. C. at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. L TABLE 3.11 WFCM 2001 HIGH WIND EDITION) per square foot. Contractor to consult Arcitect if different soil materials are 11, All electrical work to be In accordance to the rules and I BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK ( % found upon excavation, regulation of N.Y.S.F.U. and a N.Y,B,F,U, certificate Is 3-i6d WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. I ' I LEDGER STRIP TO BEAM FACE-NAILED EAC JOIST LOADS EXPOSURE B 12. Plumbing Installation to comply with State and Local codes W JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST SHEATING LOCATION Foundation Notes: and the sewage disposal system to meet Health Department standards. LLJ 3-i6d PER JOIST 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. (n W SND SPACING BRACING WALL PERMITER MAXIMUM NAIL SPADING 9 9 Y' BAND JOIST TOJOIST END-NAILED aH PANEL BIDING FOR ea COMMON NAILS 8" poured concrete foundation wall, 8'-0" high, 3000 g test 14, All work to conform to the rules and regulations of the New York 3-16d PER JOIST Minimum depth-Section 403.1,4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double - BAND JOIST TO SILL OR TOP PLATE TOE-NAILED IN .C. SEE NOTE 3) (1 2' ANCHOR BOLTS) 16"x8" poured concrete Wall footings, 3000# test glazed and all exterior door to have Insulated cores. ROOF SHEATHING a" EDGE ZONE 16 E a 2-1 3/4"x11 7/8" Mlcrolom Girder (or 3 1/2"x11 7/8" Power Beam) 15, The Insulation protection as indicated on these plans exceeds F 12 SEE NOTE 2 4" poured concrete floor slab with 6%6x,#10 mesh and vapor barrier the Code's minimum standards, z I Bid SEE TABLE 3,8 E 6 Dam proofing at exterior foundation below rade-Section R406 16. These drawings and specification ore Instruments of service and �i y STRUCTURAL PANELS INTERIOR ZONE 16 F 12 P P 9 9 shall remain the property of the Architect whether the project for 3ONCRETE deep poured concrete column footings, 3000 ' test P P Y u k DIACONAL BOARD SHEATING CONCRETE TO HAVE 5 TO 71G AIR-ENTRAINMENT which they made is executed or not. They may not be used Q 2-8d PER SUPPORT E- NAIL SPACING AT PANEL EDGE IAT (IN) Deck and porch flootings as noted, 3000# test, 45" minimum burled depth on any other project except by written authorization supervision, of the Architect. 0� 1"X6" OR 1"XB" F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 1"Xi0" OR WIDER 3-Bd PER SUPPORT I, FOR WALL SHEATNG WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT 17. Architect h03 not been retained for site super son, On-Ste REQUIREMENTS SHALL BE USED. n Foundation wall to extend a minimum 8" above finished grade Inspection and certifications as required or requested by the Owner, Q CEILING SHEATING Z. TABULATED 12' O,C, NAIL SPACING ASSUMES SHEATING ATTACHED TO SND FRAMING MEMBERS WITH SIMPSON STRONG-TIE All footing to be carried down to undisturbed 3011 contractor or local building department. 0x0,49, FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' D.C. No footing shall be set higher than a 30 degree angle from On other footing 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED MIT S36 OR 1 1 /4 e g a y 0 GJPSUM WALLBOARD 5d COOLERS 1" EDGE 10" FIELD FOR COMMON NAIL Pour no concrete on frozen ground or In freezing water, WALL SHEATHING 4, TABULATED NAIL SPAgNGSASSUMEA BUILDING LOCATW IN EXPOSURE B COIL STOCK Provide 3 1/2' steel lolly columns. SIMPSON Bockfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS SIMPSON H-8 USE W/ONLY 6 „ AT EACH ROOF strength and has been anchored to the floor above, or has been sufficiently Bd SEE TABLE 3.9 5- BD TO STUD ONE SILL B ANCHOR BOLT (14") g y USE SIMPSON STRONG-TIE CONNECTORS STRUCTURAL PANELS BP-3 PLATE RAFTER USE 8-16D Floors to prevent damage by the backfill (Section 8404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND 4- SO TO PLATE PLATE IN 7" MINIMUM EMBEDMENT NAILS AT EACH END, FlooFloor framing shall beCM Walled In ive Method- accordance with Table 3.1 WFCM HIGH WIND EDITION, INSTALLATION MANUAL FOR HIGH WIND RESISTANT FIREBOARD PANELS (EVERY STUD) STUD TO S CONSTRUCTION CATALOG C-HW02 0 6d 3" EDGE / 6" FIELD ATTACH T (SEE ANCHOR SCHEDULE, 12" MIN OVERLAP PER Draftstopping - Section R502,12 z 716" ON DWGS A-3.1 AND A-3,2) R.-oblocking - Section R502.13. 8d 3" EDGE 6" FIELD ANCHOR BOLTS IN FOUNDATION USE; Lli 25/32" COMPONENT SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie In 5d COOLERS 1" EDGE / 10" FIELD Floor Construction; gPSUM WALLBOARD SIMPSON NOTES FOR SPACING � STUD TO ROOF RAFTER 3/4" plywood su Foundation fasten per Table 3.1 WFCM, U2,0 2X6 UJ Bd SEE TABLE 3,9 �" PHD5-SD53 Floor Joists: sea Foundation and Floor Plans, spacing as noted. 0 HARDBOARD SILL PLATE TO RIM JOIST USE: 8d SEE TABLE 3.9 7" SDS Yr" X 3" WOOD SCREWS Fasten per Table 3.1 WFCM, AT EACH RAFTER Q PARTICLEBOARD PANEL 7" MIN EMBEDMENT E 2-2x6 ACU sill with termite shield and sill seal. AND I6" GE O EXTERIOR PERIMETER Q �( CONNECTION Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d % 1 1/2 v °D '1 SEE FOUNDATION PLANS A-3.1 AND USE (4)-8d NAILS AT EACH END DIAGONAL BOARD SHEATING • W. 2-8d PER SUPPORT A-3.2 FOR LOCATION) Wall construction - WFCM Prescriptive Method. 1"X6" OR 1"XB" ;, a,.' •D '° ' (MINIMUM DOUBLE STUD) Wallframing and finishing shall be Walled and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE; NOTE: 1"X10" OR WIDER 3-8d PER SUPPORT °^p • • 4 •° ' WFCM, Table 3.1 table 3.38,sectlons 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 SSP CONNECTOR AT 16" O.C. o••,. ,•, , Ix5 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING FLOOR SHEATHING .4:.'. ,. ° 'A !.`. 4 °• a Overhangs as noted. D .'A .•d,•. '° d•AL 0'A4 'A MTS30 ROOF RAFTERS Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG •A 4a , '... D Aluminum gutters and leaders, Siding; sea Elevations, MTS 36, 16" O,C, STRUCTURAL PANELS o . .•.' A . . D . . D . . BOLTS AT 16" ON CENTER 8d 6" EDGE / 12" FIELD ° �° °, . 4 ° e e d,! 4 a,�d4 •, 4 A Tyvek housawrop. USE (4)-8d NAILS AT EACH END 1' OR LESS •I d'A G'Ae•A° SSP 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3,9 WFCM. FLOOR TO FLOOR CONNECTION USE: 10d 6" EDGE 6" FIELD 2x4x Studs 0 16' o.c, with 2x4 shoe and double 2x4 plate MSTA 36, 16" O,C, GREATER THAN 1" .'�.•D .'� •D ,'a.•D'I'a. A ,° 1/2" Gypsum wall board USE (4)-8d NAILS AT EACH END DIAGONAL BOARD SHEATING .°yt.x ° ,X x„.tQ,A ,4 °••D HEADER LSTA21 DO BLE P PLATE 5/6"Type X GWB In garage. (2) layers (I" GWB at fife partition Simpson Strong-Tie 7' •. . SEE PLAN 1/2" MR GWB In wet areas RAFTER TO STUD CONNECTION USE: 2-Bd PER SUPPORT 1 GE MINIMU D . .•.,Q�;a••A y KING STUDS At least, one window In each sleeping room shall cola with the exit re irements MTS 36, EACH ROOF RAFTER U210 2X6 H 1"X6" OR 1"X8" P SI PY q 1"X10" OR WIDER 3-8d PER SUPPORT EDGE DISTANCE < 4 D of section 8310. USE 8 16d NAILS AT EACH END �° ' °. Note drilling and notching limitations In figura 8602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE; AT EACH CEILING JOIST 1, NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS D JACK STUDS g ( ) 9 figure R 602.6 2 for non - bearing walls. H7 EACH ROOF RAFTER 4-10d % 1 1/2° U � NAILED 3" ON-CENTER AT THE PANEL EDGE Follow exterior corner framing detail figure R602.10.5 TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR FOUNDATION T /'� T DECK POST TO CONCRETE CONNECTION USE: ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. WALL TO OU N D A ION CON N EC ION Roof ltstrip shingles - WFCM l have min Method (WFCM 3aste Table 3shi shingle PB544A FOR EACH POST SHALL BE USED TO MAINTAIN THE LOAD PATH. Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section DECK POST TO GIRDER CONNECTION USE; z 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED 8905.6) PC44 FOR EACH POST a Ew SIMSON STRONG - TIE Underlayment application (Section R905,2.7.)nalling sea table 3.8 J TO BE REDUCED TO 1-6d NAIL PER FOOT. „ „ For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- GIRDER TO DECK JOIST CONNECTION USE; Simpson Strong-Tie 1 1/4' COIL STRAP - 16 O.G. ACK 0 SI L percent slope), MT512 0 EACH JOIST up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), •. UZiO 2X6 USE 4-8D NAILS 0 EACH STUD, underlayment PORCH POST TO DECK USE: p, AT EACH DECK/PORCH JOIST shall be two (2) lyers applied In the following manner. Apply A 19-Inch (483)strip PS720 (ALIGN WITH JOIST BELOW) ♦ I w und of TYPICAL STRAPPING FOR Hold In place felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE; R USE: u, Hold In place. PORCH ROOF RAFTER TO GIRDER USE; FRAMED OPENING EXTERIOR WALL Starting at the save , apply 36- inch wide (914 mm( sheets of underloyment, H2,5A AT EACH ROOF RAFTER 4-10d X 1 1/2" CZ r-7 overlasuccessive ( ) y p TYPICAL PORCH / DECK LEDGER V successive sheets 19 Inches 483mm , and faltered sufficiently to hold in lace, For roof slopes of four (4) units vertical in telve (12( units. /� _ ,e Protfctlon (Section R905,2.7.1) CONNECTIONS O Undedoyment in High wind (Section R905.2.7.2) STU )/2 BEARING PLATE Flashing (Section R905.2.8) Chimney and firespaces - Chapter 10 DOUBLE 2X MIN. Energy Efficiency - Chapter 11, see attached report FOR HEADER OR Mechanical - Chapter 12 BEAM .- General Mechanical System - Chapter 13 a r Healtng and cooling equipment - Chapter 14 .� Exhaust Sustem - Chapter 15 Simpson Strong-Tie C Duct System - Chapter 16 AC4 G o Combustion Air - Chapter 17 AT EACH POST Chimneys and Vents - Chapter 18 C a Plumbing - Part VII w Simpson Strong-Tie U WRAP UNDER SILL PLATE CS201X' COILED REQTHREADED HREi�oRROD STU 1/z L MIN. OVERLAP IS 12" STRAP MIN 12" CZ OVERLAP AT EACH u STUD x m 0 2'MINIMUM CNW NUT COUPLER o SIDECOVER o, ° a MIN EDGE SILL PLATE TO M JOIST AND /yJ DISTANCE* RIM JOIST TO STUD CONNECTION RT2.5J c.,�{i :.. :jr ,. V• ,"e "!+'S'• MIN EDGE SHEET NO. ..s4.':, " '>'•: •'4'• DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS SIMPSON STRONG - TIE AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR D 1 1/4" COIL STRAP - FLOOR TO FLOOR CONNECTIONS: INSTALLATION 16" O.C. USE 4-8D CANTILEVER CONDITION PORCH COLUMN CONNECTIONS NAILS AT EACH STUD o CONNECTION MIN OVERLAP IS 12'