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HomeMy WebLinkAbout48832-Z o�og�EFO1KcoGy�� Town of Southold 4/4/2023 P.O.Box 1179 CZ _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43968 Date: 4/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 515 Third St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-9-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/30/20,04 pursuant to which Building Permit No. 48832 dated 2/1/2023 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: additions and alterations to existing single family dwelling as applied for. The certificate is issued to Gibbs,James of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48832 4/2/2023 PLUMBERS CERTIFICATION DATED 4/3/2023 J.0 uinn i Aut r ed 0 ature o�SufFQI c TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48832 Date: 2/1/2023 Permission is hereby granted to: Gibbs, James 515 Third St PO BOX 605 New Suffolk, NY 11956 To: Additions and alterations to an existing single family dwelling as applied for. Replaces BP #30818. At premises located at: 515 Third St, New Suffolk SCTM #473889 Sec/Block/Lot# 117.-9-17 Pursuant to application dated 12/2/2004 and approved by the Building Inspector. To expire on 8/2/2024. Fees: PERMIT RENEWAL $125.00 Total: $125.00 Building Inspector 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-, 30818 Z Date DECEMBER 2 , 2004 Permission is hereby granted to: KAREN GANDOLFI PO BOX 605 ' NEW SUFFOLK,NY 11956 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 515 THIRD• ST NEW SUFFOLK County Tax Map No_ 473889 Section 117 Block 0009 Lot No. 017 pursuant to application dated DECEMBER 1, 2004 and approved by the Building Inspector to expire on JUNE 2 , 200 _ Fee $ 150 . 00 uth i ed Signature ORIGINAL Rev. 5/8/02 pF SO!/T�OI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviinCED-town.Southold.ny.us Southold,NY 11971-0959 �y'r4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Gibbs Address: 515 Third St city,New Suffolk st: NY zip: 11956 Building Permit#: if S S 3,)- Section: 117 Block: 9 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch 200A UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 200A Panel and Whole House Teransfer Switch Notes: " AS BUILT NO VISUAL DEFECTS " Generator Was Removed Inspector Signature: Date: April 2, 2023 S.Devlin-Cert Electrical Compliance Form M 1 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G.. Southold,NY 11971-0959 Oq APR 0 3 2023 BUILDING DEPARTMENT SUL39%DEPS: TOWN OF SOUTHOLD TiMNOFSOWI--;OLD CERTIFICATION Date: 4a Building Permit No. 32 Owner: JQn•@s G•1�bs. (Please print) Plumber: .0 Q LC, . as a7fid-- (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. umbers Signature) lbyt Sworn to before me this 3rd _ day of �,;, 2025 BARBARA H. TANDY Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 E7 Notary Public,. 50-Ro(k. -,County ho��oE SOUTyo� — ---- * TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: MiA DATE �A INSPECTORA IJ2/,�z — OF SObTH°� # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION /[ _] PRE C/O [ ]' RENTAL REMARKS: A-,r !!T7&1 I.-r- per , gL J, 4 Gr p- v e� r r-Cr 01A canAt- M i DATE INSPECTOR ti��aOF SOUTyolo Lt P-.,g r s r s �-�- # # TOWN OSOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: `�-►NAS �a��_�'2�C -- �� DATE INSPECTOR c� �' JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Re: First&Second Foundation Inspections Karen Gandolf 515 Third Street New Suffolk, NY 11956 Permit# 30818z ' To Whom It May Concern: This letter certifies that first&second foundation inspections were preformed on the above mentioned property and was all done correctly and meet all state and local building codes. Any questions please feel free to call. cerely Jam J. e koski P.E. ESE , JJ.DE- �T JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-5506 To: Town of Southold Building Dept. Re: Girder Change Gandolfi 515 Third St. New Suffolk,NY Permit#30818 To Whom It May Concern: A Framing Change was made in the Kitchen/Bathroom area,the roof girder on the plans was called out to be 2-1 3/F!x: l 17/8"M.L.,this was changed to a 37.1 3/4"x9 '/z"M.L. due to height limitations. Any pther questions please feel free to call,-' sof NL-i, ! , ®E ; r : ", r. rF N , t�'O ® 2 `7 ��ES1N JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 CB 8 (631)298-5506 To: Town of Southold Building Dept. Re: Framing/Plumbing Inspection Gandolfi 515 Third St. New Suffolk,NY Permit#30818 To Whom It May Concern: A Framing, and Rough Plumbing inspection was preformed on the q�pve property. All framing was done as per plpn and meets all state and local codes, A pressure test was performed on the plumbjrla system, and vent stack TW- Any ot�pr questions please feel free to call. ®F NELy S.DE �a Try Vis,RLUkY. SS D rl�p# FIELD INSPECTION REPORT DATE COMMENTS Y OQ FOUNDATION(1ST) W � ------------------------------- FOUNDATION (2ND) 7 J ol lrl • ROUGH FRAMING& PLUMBING 4 � : INSULATION PER N.Y. STATE ENERGY CODE Fs - -- KNAL ADDITIONAL COMMENTS Ol- 6/t vtr -o LA16 1 7.- 7-Ti 123 - pG pd Z 5 -,13-V en o a W, IV o� N S °z b. .y' y d b y 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 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 — ��� Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration 2011, Qing Ze o J r. 4 L. 004 ,,; i APPLICATION FOR BUILDING PERMIT - C t , Date CU20 64 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signat&e of appl ant or name,if a corporation) 100. 1 1632 ,IJP/ 111(a� (Mailing address of appli State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block q Lot eP Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy GJI N�L� it/ll 1,t,{ ��iGj t7�NC� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4 16, 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front '-- ` Rear 31- O"' Depth 01 Height 3�- O Number of Stories Dimensions of same structure with alterations or additions: Front 's -0 y Rear Depth :P"I `- �" Height O " Number of Stories a 8. Dimensions of entire new construction: Front - Rear j �' Depth �- Height �`-� h Number of Stories 1 9. Size of lot: Front la&II � Rear X 0.5�� Depth ,D 1.41' � 10. Date of Purchase Name of Former Owner Len oc ljuguwd 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO �0 14. Names of Owner of premises KgA,�MAddress �7015DK &05 Phone No. 73�� b ZIO NameofArchitect J,IM Address 0MtWCV, Phone No 2gO�'lll(o Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey to scale, with accurate foundation plan and distances to property lines. XJT�-C qIo 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SAF j�_ \ Q being duly sworn, deposes and says that(s)he is the applicant (Name of in • idual signirtj contract) above named, (S)He is the_A6 (Contractor, Agent, Corporate Officer, etc.) .a of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this -D '� day of A1o\16:M 4 6"2 200/ Notary Publ Signature Applicant WEA W.BOERGESSM Notary PubUo,State of NeSV yoec No.01641842180 Qud ied in Suffolkcourbe .,T,."Zlcl E:V.�3 �)l /i 0 5 � 13 jrUILDING DEPARTMENT- Electrical Inspector 13 2 2023 TOWN OF SOUTHOLD T all Annex - 54375 Main Road - PO Box 1179 k3U1L1)iNU0E-PT Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 seand�D_southoldtownny.gov rogerrC@_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 1 12-7 zo Z-3 Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Cc,.v,.r- 40 JVkA -,% �ckw%ec Address: Cross Street: Phone No.: I ohm P i r uuo- 40/-- 4 Bldg.Permit#: email: �V,k 1 9 ST 0 Tax Map Distridi: 1000 Section: i r7 -Block- 7 Lot: p BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE-(Please Print Clearly)- zci 4j�aL e4Tm, pa 4d -h 26o arab insIVI n4fteM-( to -t-r --r- wiveiz- hk> Vi� pv-evtu-�� e,-,,-VL0kC[ Py PYILW- square Footage: Circle All That Apply: —1 Final Is job ready for inspection?: YESF-] NO F-]Rough In Do you need a Temp Certificate?: F-1 YES � NO issued On Temp Information: (All information required) Service SizeF-11 PhF-]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire ReconnectF1 Flood Reconnect FService ReconnectElUnderground[:]Overhead L'Y # Underground Laterals F]1 72 F'I H Frame D Pole work done on Service? J I ]N Additional Information: PAYMENT DUE WITH APPLICATION Z1 0 �4©SAF Qj BUILDING DEPARTMENT- Electrical Inspector 4 G , TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 C.0 � ' Southold, New York 11971-0959 l Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr(cr-southoldtownny.gov — seand(D-southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Is- r Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): i Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In [] Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches Outlets GFI's I I Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service mps Have /Used Special: Comments SO�lyolo Town Hall,53095 Main Road Fax(631)765-9502 P.O. Box 1179 G • Telephone(631)765-1802 Southold.New York 11971-0959 '0 �yCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 9th, 2007 Karen Gandolfi P.O. Box 605 New Suffolk, N.Y. 11956 RE: 515 Third St. (Addition/alteration) SCTM: 117 9 17 Dear Ms. Gandolfi, Please be advised that your Building Permit#30818 issued December 2nd, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of 150.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. SOUT'yo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Telephone(631)765-1802 Southold,New York 11971-0959 �ycoUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD 2nd NOTICE May 19th, 2008 Karen Gandolfi P.O. Box 605 New Suffolk, N.Y. 11956 RE: 515 Third St. (Addition/Alteration) SCTM # 117.-9-17 Dear Ms. Gandolfi, Please be advised that your Building Permit # 30818 issued December 2nd, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $150.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. OF SO(/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold,New York 11971-0959 �Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE August 26th, 2008 Karen Gandolfi P.O. Box 605 New Suffolk, N.Y. 11956 RE: 515 Third St. (Addition/Alteration) SCTM# 117.-9-17 Dear Ms. Gandolfi, Please be advised that your Building Permit # 30818 issued December 2nd, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $150.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. pF SOUjyolo Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G OQ Southold,New York 11971-0959 'O �y�DUNTY i BUILDING DEPARTMENT TOWN OF SOUTHOLD July 21St, 2009 Karen Gandolfi P.O. Box 605 New Suffolk, N.Y. 11956 Re: 515 Third Street / Violation SCTM# 1000-117.-9-17 To Whom This May Concern: Your BUILDING PERMIT # 30818 for construction of an ADDITION & ALTERATION has been referred to me because you have not responded to requests to obtain your certificate of occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt of this letter to submit a check made out to the Town of Southold in the amount of $150.00: to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m.PLEASE _SEE NCLOSED DOCU E T REGARDING SWIMMING POOL C S. espectf Ily Your , is, Zoningn ector Southold Building De ar ent Zf60 2292 '0000 0290 6002 �guFFOt,f Town of Southold Annex 6/28/2011 54375 Main Road Southold,New York 11971 COMPLAINT To: Gandolfi,Karen Complaint#: 2011-127 Third St SCTM#: 117.-9-17 New Suffolk, NY 11956 Follow-up Inspection Date: 7/15/2011 Location: 515 Third St PLEASE TAKE NOTICE, a complaint has been registered against the location described above, in that the above named individual(s) did commit or permit to occur the following offense: Property owner has not renewed building permit#30818 after numberous notices via certified mail. This condition constitutes a violation of: TOWN OF SOUTHOLD CODE 144-15(A) To Resolve: Property owner has ten days from the receipt of this letter to renew permit or an appearance ticket will be issued. When on 6/28/2011, I did observe the following: Past inspections show that work was commenced. This property will be re-inspected for compliance on: 7/15/2011 i ` G G Damon Rallis SupFpt�. Town of Southold Annex 6/28/2011 54375 Main Road c„ Southold,New York 11971 MEMORANDUM OF VIOLATION(s) ISSUE DATE: 6/28/2011 REGARDING: 515 Third St SEC-LOT-BLK: 117,947 ISSUED TO: Gandolfi, Karen Third St New Suffolk LAW TYPE: TOWN OF SOUTHOLD CODE SECTION: 144-15(A) DESCRIPTION: No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector. OBSERVED: Past inspections show that work was commenced. Town of Southold Annex ogUEFaI,�A 6/28/2011 54375 Main Road x Southold,New York 11971 NOTICE OF VIOLATION - ORDER TO REMEDY ISSUED TO: (Owner of Record) Gandolfi, Karen Third St PO BOX 605 New Suffolk,NY 11956 RETURN DATE: 1/1/1900 REFERENCE NO.: 2011-127 Regarding: 515 Third St SCTM#: 117.-9-17 PLEASE TAKE NOTICE THAT the property described above, including any improvements thereon, which is owned, occupied or operated by you or in which you have an interest, is in violation of the Town Code of the Town of Southold and/or the Uniform Fire Prevention and Building Code as specified in the attached"MEMORANDUM OF VIOLATIONS". YOU ARE THEREFORE ORDERED AND DIRECTED to correct and comply with the law and to remedy these violations on or before the RETURN DATE noted above. If you contend that there is no violation, you must notify the below code enforcement official in writing before the RETURN DATE noted above. This notice must stipulate the specific reason you believe the conditions noted on the attached MEMORANDUM OF VIOLATIONS is not in violation of applicable codes, rules or regulations. Your failure to correct these violations within the time noted above, and to comply with the applicable provisions of law may constitute an offense punishable by a fine or imprisonment or both. For the purposes of applying the penalties described in this order, your first violation shall be deemed to have occurred as of the ISSUE DATE noted above. Should you have any questions, please contact me at(631)765-6620. Damon Rallis PO AJCQuinn MAR 2 3 2023 LD TOWN®��n11*P1 B_f� March 22, 2023 Town of Southold Building Dept. 54375 Main Road PO Box 1179 Southold, NY 11971 RE: 515 Third Street, New Suffolk To Whom It May Concern: I am writing to address a couple of issues with the above referenced property: I would like to amend the existing open building permit No. 48832 to include vinyl replacement windows and exterior doors, the specifications for which are attached. Also at the suggestion of Sean during the electric inspection on 2/27/23 1 would like to further amend said open permit to include new electric panel. In addition please find enclosed a recently completed survey for the pre C of O application. We have a final inspection on April 3, 2023 for the purpose of closing permit 48832 and to obtain the applied for pre C of O. If you require anything further please let me know. Thank you Sincerely, J. U C. John C Quinn Enclosures: 3 1815 Country Club Drive• Cutchogue, NY 11935 • [p]631-404-2281•john@jcquinn.net • www.icquinn.net —-•----- .'. .... - . - --------'------- . . - - - - -- - - - - `:1'! - . . . sw h. - - - - - ) - ... ., .� - +^ .. ,. .. _ ... ., - a :. .. _ _ _ ...:.'.,,., ,.:."is : .. .. .. :..-..,, r ,J rrtfior laFd e Iteration a ,U , =: :: t .#. ., _ 13a tants eurvetl.ie m v!olation of • `'F�:: '.1: :: ,: .. :. .. York StrG® . .,,' si+ i tarn l a+fr. the N®w . . . . : .. ,'. ': . . . ;. . . ..�; lsdxeme �"\ : .-.,. .. .... . of tFda a b9arirrsJ . . gheland' e 0 ind or �1ld1r .. �!001 .a I_... . ,.. ,,. , . .. .. . '. . . . .. . - .. ... : .. .3 eked 1. .. . ` .' - . . .. . . . ��4e:o slid ir�� , .: _ � � QUO", �119 wiiNei thadw iiray :'.. N .:.. , ... . ..: :: I. ee ttie d 8 --- sort f�1e .. ' + alk, rc tw e�ial►sod -...- . �. q►C1iµMilq raMs1 tarcaan .: ..: , . _ .. . ` ', ao ta. (the 1ai .in0ti; , . .. ... . . _ ratite" C . . . . _.. Ir>.lifttiafans . . 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"'-""'.�•".....-..•+...--fir--•---•---�r` __�� __..._______ .__ i t i L A Y It a �TtL SVC ' ! /'�:'. �2 " ..c� � !moi•. ,. � z' - i .. r rat i ' 1 { tO r _ • ..•......-.�+...�-....�.............�....«,.r,....+-�+.+w--w..-.,. w-w>wr«�..-�.+�.:.•,..--.rte-.,.�•+-,•-- ..�...�.�... �,W..._..�..._.�._ ......�� - ,.�.�..�...�- �.,_.......,�....�_._.�.,y...._ ._��._,... tea.. a...+.•....e-w+...r..,w«»•.,..w• MI (Joci MAS®NITEMasonite® HD Wood-Edge Open to extraordinary_ High-Definition Steel Entry Doors Part 1:GENERAL 1.1 Scope: Subject to local building codes, this product is intended for use in: Wood Top Rail 1.1.1 One and two family dwellings. Wood Hinge Stile 1.1.2 Low-rise multifamily dwellings, low-rise professional offices, libraries and low-rise motels. I �- 1.1.3 Lighter use industrial buildings and factories, hotels, and retail sales buildings. 1.2 Product Description: 1-3/4" side-hinged door systems Polyurethane Core manufactured by MASONITE or meeting MASONITE specifications. wood 1.2.1 Door system components include: door panel(s), sidelite Lock Stile panel(s), glass inserts, door frame, hinges, weather seals. Galvanized Steel Facings Part 2: BASIC MATERIALS 2.1 Door Panel: Masonite HD wood-edge steel doors shall be fabricated using 6-piece construction that includes primed white Internal Support For 0.0215" (+/-0.0015) hot dipped galvanized steel facings, coated Latching with multiple protective chemical layers to promote paint adhesion Hardware and deter corrosion. Lock and hinge stiles and top rail are finger jointed wood or laminated lumber. Composite bottom rail is moisture and decay resistant. Lock areas reinforced for single and double bore configurations. Door facings are to be interlocked to Rot Resistant Bottom Rail stiles and rails forming a mechanical bond. Insulated core to be poured-in-place, high performance polyurethane foam (2.0 pcf minimum)forming a secure attachment to all door components. 2.4 Door Frame: Wood frames shall be fabricated as a single 2.1.1 Bottom rail may be machined to accept weather seal. rabbet jamb design. Hinge jamb(s), strike jamb, head jamb, and Mounting surface for latching hardware to be reinforced with _mullion(s) shall be machined to accept a kerf applied weather solid internal blocking. Hinge preparations are to be placed at seal. Hinge jamb preparations are to be placed at MASONITE MASONITE specifications and are to be machined for standard specifications and are to be machined for standard weight full weight full mortise 4" butt hinges. Latch preparations are to be mortise 4" butt hinges. Strike jamb preparations are to be placed placed at MASONITE specifications. Face bore(s) for cylindrical at MASONITE specifications and are to be machined for full lip lock and deadbolt are to be 2-1/8" diameter at 2-3/4" or 2-3/8" cylindrical strike plate. Inswing or bumper outswing threshold backset and 5-1/2" on center(5-1/2" or 10-1/2" on 8'0" panels). shall be high-dam design. Low profile threshold shall be required for handicap accessible openings. Double door units shall include a t-astragal attached to the "passive" panel with top 2.2 Sidelite Panel: and bottom flush bolts that securely strike into the head jamb 2.2.1 Masonitem HD wood-edge steel sidelites shall be fabricated and threshold. using 6-piece construction that includes primed white 0.0215" 2.5 Hinges: (3) standard weight full mortise 4" butt hinges are (+/-0.0015) hot dipped galvanized steel facings, coated with required on doors 7'0" height or smaller&(4) on doors greater than multiple protective chemical layers to promote paint adhesion 7'0". and deter corrosion. Door facings are to be interlocked to Stiles and rails forming a mechanical bond. Insulated core to 2.6 Weather Seal: Door frame shall be fabricated featuring be poured-in-place polyurethane or expanded polystyrene a vinyl wrapped foam filled compression design that is kerf foam forming a secure attachment to all door components. installed. Corner seals shall be installed to the rabbet section of the door frame at the bottom of the hinge and lock jamb. Door 2.3 Glass Insert: SpecialtyTM insulated glass inserts shall be bottom sweep shall be sealed and securely attached to the fabricated in 1/2" double pane or 1" triple pane construction. Glass operable door panel(s). frame may be "lip lite" design in rigid plastic or cellular vinyl. Our contlnulig program of product Impmvement makes specifimillons, 2/11 Section 8110.1 design and product data subject to drange wMout notice. C)2019 Masonite international Corporation.All Rights Reserved. im ( MAS®NITEm Masonite® HD Wood-Edge Open to extraordinary_ High-Definition Steel Entry Doors Part 3: DELIVERY,STORAGE&HANDLING available under the Intertek Testing services / Warnock Hersey program. Fire doors require the use of a fire rated frame system 3.1 Delivery: Reasonable care shall be exercised during shipping and must be installed in accordance with NFPA 80 guidelines. and handling in keeping with the decorative nature of product. (Please check with manufacturer or distributor for limitations of 3.2 Storage & Protection: Store upright in a dry, well ventilated use). building or shelter at a constant temperature. Do not store in 5.2 Structural Performance & Impact Rating: Unit scheduled damp areas or freshly plastered buildings. Place units on wood for installation in "openings requiring compliance with national, blocks at least 2" high to prevent moisture at threshold and/or state or local wind load and/or missile impact resistance shall be possible damage. Do not place in non-vented plastic or canvas clearly noted when product is ordered. Design pressure (DP) shelters. ratings are available for a wide selection of door styles and configurations are listed under the National Accreditation & Part 4: EXECUTION Management Institute (NAMI) program. Masonite° HD wood-edge 4.1 Examination: Site verification of substrate conditions, which steel door unit is available up to +70.0/-70.0 Design Pressure (DP) have been previously completed, are acceptable for the product rating available up to 3'0" x 8'0" maximum size for single door. installation instructions in accordance with manufacturer's (See structural performance data for unit specific DP/impact Specifications. Verify that door frame openings are constructed information), plumb, true and level before beginning installation process. 5.3 Thermal Performance: Unit scheduled for installation in Select fasteners of adequate type, number and quality to perform openings requiring compliance with national, state, or local the intended functions. thermal resistance and/or solar heat gain shall be clearly noted when 4.2 Installation: Remove protective packaging just prior to product is ordered. U-Factor&SHGC ratings in accordance with the installation. Installer shall be experienced in performing work International Energy Conservation Code (IECC) and/or the National required and shall be specialized in the installation of work Fenestration Rating Council (NFRC)are available for a wide selection similar to that required for this project. Comply with of door styles. ENERGY STAR compliance / labeling is available for manufacturer's product data, including product technical various door styles. Masonite® HD wood-edge steel door unit without bulletins, product catalog installation instructions and product glass has 0.13 U-factor/0 SHGC. (See thermal performance data for packaging instructions for installation. unit specific thermal information). 4.3 Flashing, Insulating & Trimming: Exterior of installed unit 5.4 Acoustical Performance: Unit scheduled for installation in shall be flashed, trimmed & sealed to prevent air infiltration openings requiring a specified noise control rating shall be clearly noted and/or water penetration. Interior of installed unit shall be when product is ordered. Masonite HD wood-edge steel sound insulated & trimmed to prevent thermal and/or acoustical transmission classification(STC)rating is 24 for a door without a glass transmission, insert.(See acoustical performance data for unit specific information). 4.4 Finishes: Various types of materials are used in the 5.5 General Performance: All door systems are designed to construction of the door system; each shall be sealed in comply with water penetration guidelines in accordance with accordance with manufacturer's specifications to protect ASTM E331 and/or Florida Building Code TAS202; air infiltration against various environmental conditions. Make sure to seal and guidelines in accordance with ASTM E283 and/or Florida Building inspect all 5-surfaces (top, hinge side, lock side, exterior face Code TAS202; forced entry resistance guidelines in accordance and interior face) of the active door panel(s). Finishing and/or with Florida Building Code TAS202. re-finishing must be completed within 45-days from the time the protective packaging was removed and/or the installation was Part 6:WARRANTY performed. Conduct periodic inspections of all coated surfaces to insure that door components are not exposed. Inspections 6.1 Manufacturer warrants the panel to be free of manufacturing should occur at least once a year. Reseal the surface as needed. defects in material and workmanship for 5-years. Please check with manufacturer or distributor for current warranty terms and conditions. Part 5:BUILDING CODE&REGULATORY COMPLIANCE 5.1 Fire Resistance: Unit scheduled for installation in openings requiring compliance with national, state or local fire guidelines shall be clearly noted when product is ordered. Masonite° HD wood-edge steel door panels have been evaluated for use as fire doors in 20-minute locations; available up to 3'0" x 7'0" maximum size for single door opening requirements. Labeling is Our continuing program of croduct Impnovemert makes specifications, des,gn and product detail sutilect to diange vvhhout notice. 2/11 Section 8110.2 D 2018 Masonite lntetnational Cornoration.All RiLbts Reserved. SPECIFICATIONS MGM Series 4600 Double Hung Window 1.1 GENERAL 1.1.1. Scope All the vinyl windows of types and sizes shown in the plans and/or called for in this specification shall be as manufactured by MGM INDUSTRIES 1.1.2. Classification Shall conform to: AAMA/NWWDA 101/1.5.2-97 specifications for H-R20 (44"x77") & H-R50 (44"x60"). 1.2 MATERIALS 1.2.1. Profiles.Main frame and sash components shall be constructed of extruded, high-impact-resistant and UV—stabilized, rigid polyvinyl chloride (PVC). Main Frame members shall be of multi-chambered design. 1.2.2. Thickness. Typical wall for extruded flame and sash members shall be .062" or as indicated on the individual extrusion die drawings. 1.2.3.Fasteners.All screws and fastening devices shall be coated with Zinc or Cadmium in conformance with ASTM B 633-85 (1994) and/or ASTM'B 766-86 (1993). 1.2.4. Glass and Glazing.Upper and Lower sash members are of extruded PVC. The glass shall be direct set with a silicon sealant. The glass is overall 1" inch thick sealed insulating unit,using warm edge spacer technology. 1.2.5.Weather-stripping. All window gaps between main frame and sash members shall be weather- stripped to prevent air infiltration. Weather-strip shall be a poly pile type with an integral polyethylene fin and shall conform to AAMA 701-92 and 702-92. 1.2.6. Finish.All window members shall have an integral Euro white, tan color throughout the profile. 1.2.7. Hardware.All hardware components that come in contact with PVC shall be non-corrosive material. 1.3 SCREEN 1.3.1. Screen. All screens shall be a half window type sufficient to cover the opening. Screen frames are extruded aluminum. Screen fabric shall be 18 x 16 fiberglass mesh. Screens shall conform to ANSI/AAMA 1004-1987. 1.4 CONSTUCTION 1.4.1 Assembly. Main frame shall have a 3 1/4" frame depth for replacement into wood windows. Main frame shall be miter-cut, coped and fusion-welded. Main frame shall have a"T" slot around the perimeter for an applied nail fin. Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoffi-vare Version 3.6 Release I Data filename:Untitled.rck PROJECT TITLE: Christie COUNTY: Suffofic. STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached I or 2 Family BEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.06 DATE: 11/23/04 DATE OF PLANS: 11/2004 , Ul 4 LU PROJECT DESCRIPTION: New Suffolk,NY 01v COMPLIANCE:Passes d�O7 Maximum UA=50 Your Home UA=33 34.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimete iie R-Valu U-Facto UA Ceiling 1:Flat Ceiling or Scissor Truss 171 30.0 0.0 6 Wall 1: Wood Frame, 16"o.c. 280 19.0 0.0 16 Window 1:Wood Frame:Double Pane with Low-E 18 0.290 5 Floor 1:All-Wood Joist/Truss:(X-er Unconditioned Space 171 30.0 0.0 6 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans.,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Consenation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief and professional judgment,such plans ors ec;cafions are in compliance with this Code. Builder/Desi Date Ik 21 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.6 Release 1 DATE: 11/23/04 PROJECT TITLE: Christie Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I . Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Floors: [ l I 1. Floor l: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. r V L l I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 18113. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ) I Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. y„ .L Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl U too 1„ Un to 1.25" 1.5"to 2.0" 0 er 2„ 170-180 0.5 1.0 1.5 2.0 110-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thiclnress for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches br,�Pi pe Sizes Piping_System Types Range 2"Runouts 1"and Less 1.25"to 2" 52. 'to 411 Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Lore Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant. 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) - COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES APPROVED AS NOTED AS REQUIR' J AND CONDITIONS OF UNDERWRITERS CERTIFICATE j ^ - REQUIRED I ' /Z Z SOU T I-0LD TOWN ZBA A /IDATE: B.P.# '`� �b FEE: TH .. ��,� :ANN!vGBOARD NOTIF BUILDING DEPARTMENT AT %OUTHOLDTOWNTRUSTEES 765-1802 8 AM TO 4 PM FOR THE TT FOLLOWING INSPECTIONS: N.Y.S.DEC I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING CERTIFICATION OF —1 I 3. INSULATI ,N „ . _.-- ._.__-__ __. NAILING & CONNECTIONS 4. FINAL - CONSTRUCTION MUST REQUIRED. PLUMBER BE COMPLETE FOR C.O. P CERTIFICATION z. ON LEAD CONTENT BEFORE ALL CONSTRUCTION SHALL MEET THE a '! F-'" rMV. 4" POURED c©rdc.PL7F REQUIREMENTS OF THE CODES OF NEW ! CERTIFICATE OF OCCUPANCY i 5_AR ON COMPACTED FILL YORK STATE. NOT RESPONSIBLE FOR ALL CONSTRUCTION SHALL DESIGN OR CONSTRUCTION ERRORS. MEET THE REQUIREMENTS OF THE SOLDER USED IN WATER r__ �_^---- I -- -" �„ P. CONC. FourIDArlorJ . .-- � - - ; -- - OF YORK ST EXCEED 2/10 OF 1�AL AD. , 1 ---- CODES NEW Y ATE , . WALL W/ P-4„X 12„d. FTG. o i ! n ' PROV W.W.M. IN WALL zO O IC� PANCY OR PLUMBING ' a� ALL PLUMBING WASTE DouBLEFLooRsoi�T I i UNLAWFUL WATER , PROVIDE R-19 b r &WATER LINES NEED ; u UNDFR PARTITIOrS a, � RETAIN STORM WAT TESTING BEFORE COVERING IN5ULATIOhJ ll O RUNPJING PAF'ALl_EL CATE TO SEC c0 (fYP. ALL NEW AFfA5) , ' `' CERTIFICATE PURSUANT TION 45-10C O z = � �P ${•n���' �► OF THE TOWN CODE. �� rd�J���$7 C rc'� i 0 Q a PROVIDE ACCES r 1 W NEW CRAWL -9F-ACE INTO NEW AREA i� 3,-2„ FLOOD r]O�jr pt�/ Z / 1�Llj�j ZONE I FLOOD DAMAGE PIRR ENTION PROV. 1/2„ REBAR DOWEL5 SOUTHOLD TOWN CODE. @ 12"O.C. VERTICALLY INTO EX15TING E31LCO EX15T. FOUNDATION WALL TO REMAIN AND NEW FOUND. WALL w ABUTTING(TYPICAL) to i m o f O EX15TING BASEMENT Q EX15TING BASEMENT (V LL-i n" .0 , 1111 F 4Y•. } /_r •O_ 77 t j } i n 1 T-q° LU FOUNDATION PLAN �cq0 e - o :7> lu .c rpt O Q z 0 ". LLj U m - t z ( ) iL 6 ►u c� PAGE: i i1 t 11 i j i D, i lY} !U CV , � CQ 4'-6 112' ;0 Lu t ; z C23 LS C13 f N Z NEW KITCHEN EX15TING EXTERIOR O ' I WALL TO 6E REMOVED ' n t1PJE UP 8' 0"C.N. i s s _ NEW BATH N o I Up cep Upp ;p, . i 2668 N@> cxvU N NCS 0! , ; u, { 3- 2"X 4" P05T 2468 2- 1 31-1"Y 1 1 7/8" Q 3 2"X 4"5TUD LVL HEADER ABOVE t<� 1 P05T5 (TYP. END 13RG.) d LLJ { ry C a N � `1 EXI5TING RIDGE LL, u TO Pd-MAIN - } EXI5TING LIVING SPACE _ (n p ` NTNG ROOM TO REMAIN F— EXISTING D! �; z Z O TO REMAIN c9 } 1 1 o�z srrnora z O >�X � -- - -- U_i Lu ` J n a o Q Zxw CD W FLOOR PLAN � A.� � Lu PAGE: f I , Ij ti PROV. USP R51 G-P,2 1" CONNECTOP, AP,CHITECTL )rXI5TING HOUSE EXISTIIJG RIDGE TO REMAIN ASPHALT ROOF ; 'U SHINGLES i p ;p m { /2"CDX PLYWOOD 2"X8" R.R. @ 10'O.C. R-30 INSULATION (TYP.) 2" _ WALL X 4"STUD TO P.AFTERS 1"X G" FASCIA WI EXISTING RAFTERS VENTED SOFFIT - E CEILING TO REMAIN 'O� ji w r{ li7_ PROV. ll5P RT20 � 1 i CONNECTOR (PYP.) p i J O I O --2- 1 314"X 1 1 7/8" w ; 112-GYP. BOAR LVL HEADER ABOVE 0i TYP. ALL AREAS Z; ; 2- 2"X 10"HEADER ' EXISTING PORCH ! 2"X 4" STUD WALL AREA TO REMAIN }-; Z O u.r . F PROV. U5P RS 1(;-G 36" CONNECTOR MT.) R-19 INSULATION 2"X G"CCA 51 LL PLATE TY'. EXTERIOR WALLS PROV. U5P STB 16 ANCHOR BOLTS (TYr.) JL 2" F.J. a> 16"O.C. EX15TIN� cil ! O.C. TO REMAIN GRADE w N m NEW 3-- 2"X 12" 8" POURED CONCRETE GIRDER _ , Co FOUNDATION WALL TO i .- O V' 1'-4"X P-4"X 81, 7 2_ POURED CONE. FOOTING NEW 4" DIA. 5TRUCT. += COL. BURIED IN FTG. W_ O BUILDING SECTION r' -- !k i I i. it i ' r i! _� I � i'• i• ' � ` 1 - - ? �•'! r 1 �{. ' II 1.1 i, i i.I: I{�� ,}i 1�I� 1' .1 l i i i '. I '' 't i , �, j i I 1' (n I_ 1 t , 1, 11 1 7, - i i -I i.:i d I l.•t „ ' n/ v — . ^/ LU i I• . , . . 1 .ii j, i!i t. -m0 O x W ' I I 11 Y I !1 ' I I 1•' ' i l I ' ! I � U� L 1 �. �." ` Z O U i? (s) C JQ LIA C / t' uj LEFT SIDE ELEVATION p+ h� PAGE: NAILING SCHEDULE 1.The information on this set of construction documents is to relate basic design 1.All walls, 2x4 and 2x6,to be stud grade or better 16"o/c. All other framing material i TABLE 3.1, INCLUDING 3.3 AND 3.9 1 i intent and framing details. They are intended as a construction aid, not a substitute to be#2 douglas fir or better, 1995 SAC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practice and compliance with current New York state building codes. The general contractor is responsible for providing standard 2.All wood framing in contact with concrete or masonry to be pressure treated. JOINT DESCRIPT10N NAIL QUALITY NAIL SPACING ! i construction details and procedures to ensure a professionally finished,structurally ROOF FRAMING i sound, and Weatherproof P completedP product. 3. Provide double floor joists under all walls parallel to floor joist span direction unless RAFTER TO TOP PLATE TOE NAILED 8'-0' WALL: 3-8d PER RAFTER ; I 10'-0"WALL: 4-8d PER RAFTER otherwise specified. I : , CEILING JOIST TO TOP PLATE TOE NAILED 81-0" WALL, 3-8d PER JOIST } j 2.General Contractor to coordinate all sub contractors, scheduling of work, and 10'-0" W ALL4-8d PER JOIST interaction between trades. 4. Provide x-bracing or solid blocking at a maximum of 8'-0"01C for all dimensional CEILING JOiST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP i lumber floor joists. CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP is COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE i 0 3.The general contractor is responsible for ensuring that all Work and construction BLOCKING TO RAFTER TOE NAILED 2-8d EACH END meets or exceeds current federal, state,and local codes, ordinances and regulations, 5. Floor construction:3/4"tongue and groove plywood subfloor. Finished material to be RIM BOARD TO RAFTER END NAILED 2-16d EACH END etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. WALL FRAMING - o and should beadhered toeven ifthey are invariance with the plan. TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT ;i_ . _ Z, 6.All Window and door headers to beminimum(2)2X10unless otherwise specified. TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS - EACH SIDE I 4. Dimensions shall take precedent over scale drawings do not scale drawings). All interior headers to be 2 2x10 unless otherwise specified. s T u D T o STUD FACE NAILED 2-16d 7.4• OIC P 9 ( ( ) HEADER TO HEADER FACE NAILED 16d 16" 01C ALONG EDGES TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUDiZ 5.The designer has not been engaged for construction supervision and assumes no 7.Provide full solid blocking under all bearing walls. 3-1 6d PER 2 x s STUD �' i 4-16d PER 2X8 STUD W! ' responsibility for construction coordinating with these plans, nor responsibility for BOTTOM PLATE TO FLOOR JOIST, <t j ►-! construction means, methods,techniques, sequences,or procedures, or for safe 8.All beams to have adequate bearin at each end or as specified. B A N D J O iS T, END JOIST, OR BLOCKING FACE NAILED 2116 d • - PER FOOT 'U q q p safety q 9 - ' ,o 'm precautions and programs in connection with the work. There are no warranties fora FLOOR FRAMINc specific use expressed or implied in the use of these plans. 9.All flush beam and joist intersections to have galvanized hangers. JOIST T o SILL, TOP PLATE, OR GIRDER TOE NAILED 4-8d PER JOIST M BRIDGING TO JOIST TOE NAILED 2.8d EACH ENDBLOCKING TO JO i TOE NAILED 2-8d EACH END 6. Refer to floor plans,exterior elevations, and Window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with'/"exterior grade plywood or BLOCKING TO S IILIL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK I. windows. All windows to be Andersen high performance quality or approved equal. 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and LEDGER STRIP T O BEAM FACE NAILED 3-16d EACH JOIST ! ,C headers. JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST ( ; en unless otherwise noted. BAND JOIST TO JOIST END NAILED 3-16d PER JOIST 7. Door and window headers to all l g BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT ; t k 11. Provide insulation baffles at eave vents between rafters. JD;' , O', ! w„ ! 8. General contractor is to ensure that masonry and prefabricated fireplace ROOF sHEATHINGi ! 11 construction meets or exceeds all manufacturer's specifications and applicable codes. 12. Exterior flashing to be correctly installed at all connections between roofs,walls, STRUCTURAL PANELS 4' PERI G E Z O N E - 16" O/C,-6"AT PANEL EDGES chimneys, projections,and penetrations as required by approved construction 8d AND INTERMEDIATE SUPPORTS IN THE PANEL FIELD O 9. General contractor to consult and coordinate with the owner and the plans for all practices. !NI E-R-f9�QN E - 16• o!c • s"AT PANEL EDGES AND 12- 8 d 2•8d AT INTERMEDIATE SUPPORTS IN THE PANEL FiELD built in items such as bookcases, shelving, pantry,closets,etc. FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'•0" 0: ' 13. General contractor to provide adequate attic ventilation and roof vents. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. !7; ? �, 10. Provide hardwired smoke detectors,with batterybackup,on all floors and in each i CEILING SHEATHING 0 ' bedroom,verify with local code requirements as per Section R317, New York State 14. Provide appropriate soffit ventilation at overhangs. GYP S U M WALLBOARD 5d COOLERS 7' EDGE ! 10" FIELD ~' ! Z' E Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES _. WALL SHEATHING aEDGE_ZQN• 16" O/C -6" AT PANEL EDGES AND 12"AT 1 GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to be responsible for adhering to all applicable code and STRUCTURAL PANELS 8 d INTERMEDIATE SUPPORTS IN THE PANEL FIELD INTERIOR Z NE - 16" O/C - 6'AT PANEL EDGES AND 12" safety requirements. Bd AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 1. General contractor to review plans,elevations,and details to determine intended FIBERBOARD PANELS 7/16" 6d 3" EDGE 16* FIELD heights of finished floor(s)above typical grade. 2. If wall plates or joists are cut during the installation of plumbing fixtures or 25/32* 8d 3^ EDGE 16- FIELD equipment provide bracing to tie framing back together. GYPSUM WALLBOARD 5 d COOLERS 4^ EDGE /10" F iE L D �P-GE ZONE- 18" O/C - 6-AT PANEL EDGES AND 12"AT 2.Ail footings to rest on undisturbed soil. HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD GENERAL HVAC_ SYSTEM_.__. NOTES INT RIOR ZQ_N,t_- 16"0/C -6"AT PANEL EDGES AND 12" ' 3. Provide 1/"expansion joint material between all concrete slabs and abutting 8d AT INTERMEDIATE SUPPORTS I N THE PANEL FIELD O concrete or masonry walls occurring in exterior or unheated interior areas. 1. Mechanical subcontractor is responsible for adhering to all applicable codes and FLOOR SHEATHING STRUCTURAL PANELS - 1" OR LESS 8d 6^ EDGE / 12" FIELD -T i safety requirements. 4. Concrete ono"sand or gravel fill minimum,with 6X6- 1O/1Owire mesh relnforCing. LU L0 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" OIC AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" O/C AT THE Interior slabs to be placed on 6 mil.stabilized polyethylene vapor barrier. 2.HVAC subcontractor to fully coordinate all system data and requirements with the PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE y equipment Supplier. CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE - F_ 5. Provide crawl space ventilation per local code requirements. REDUCED TO 1 0 1 6 d NAIL PER FOOT. f� Z 3.HVAC subcontractor to provide final system layout drawing and submit it to general T_ p 6. General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner, and equipment supplier for final review and approval. U between all wood surfaces that are exposed to concrete or masonry surfaces. f' ' -- - - C r Q NEIN CODE T���7 C) F 7. Dampproof exterior of foundation with a bituminous coating as per code and soil 1901 SSC HIGH VUND EDIilONV1000 FRA[1/EE conditions. GENERAL WIND PROTECTION_CONNECTION NOTES OSf�:TiCNN UAL I Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 and 1995 SBC High Wind Edition Wood Frame ConstructionNG 16'O`C +R/aF1ET�SPfi�! GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame ConstructionTABLE 3.4; %S?AN� " CLI".'TAT{C AND GEOGRAPHIC DESIGN CRITERIA is - - -- - ---- - - _ ' `� i ;1995 SBC HIGH WIND EDITION WOOD 1. Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings,foundations walls,floors, studs and roof 1=RAME CONSTRUCTION MANUAL 1 WEATHERING SEVERE framing shall be provided. ;RAFTER SPACING f6" O/C 3:12 $ 11 1 FROST LINE DEPTH 3'-0" I 2.All interior walls to be covered withgyp'/" sum board with metal comerreinforcing 1120 mp h FASTEST WIND SPE SED TERMITE MODERATE TO HEAVY 4.12 4 61 11 Tape,float,and sand(3 coats). 2.Approved connectors,anchors and other fastening devices not included in the I DECAY SLIGHT TO MODERATE Standard Building Code,Table 2306.1 shall be installed in accordance with ROOF ROOF NUMBER 5.12 3 ' 7 WINTER DESIGN TEMP. 11 3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufacturer's recommendations. PITCH SPAN ft OF NAILS 7.12 3 4' at garage side with 5'-0"return on adjacent walls and ceiling. Manufactured lumber ( ) ICE SHIELD UNDER- AS PER MANUFACTURER'S 9 9 ► g I 4:12 12 3 912 3 3 _.. ._-_ requires 2 layers of 5/8",fire rated gypsum board. 3. Metal plates,connectors, screws, bolts,and nails exposed directly to the weather or - 16 a 4 LAYMENT REQUIR ED SPECIFICATIONS / STATE-CODE subject to salt corrosion in costal areas, shall be stainless steel or hot dipped j 20 - g 1212 3 3 FLOOD HAZARDS 0 -' 4.All bath and toilet area wails and ceilings adjacent to wet areas to have water galvanized. 24 6 W �[ ` resistant gypsum board,or wall the set on wonderboard or equal. j 28 BU!LDi Nv DEPARTPE�EI��rT CRITERIA J N CL 4.Where windows and doors interrupt wood structural panel sheathing and siding, _. ..._.. 32 8 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL - SECTION 310 BUILDING CODE N.Y.S. (�O DESIGN LOAD CALCULATIONS framing anchors or connectors shall be provided at the top and bottom of cripple 36 USE DWELLING UNIT- SECTION 310 -310.2 studs,header studs,and at least one stud at each side of opening. 5.12 12 3 z- 16 _ 4 2 HEIGHT MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (lbsf) 20 4 Ox `L' EXTERIOR BALCONIES 60 5. Ridge straps shall be attached to each pair of opposing rafters except where collar 24 _ - __5 FIRE AREA (s1) 162 SQ. FT.:TOTAL Q)0Z DECKS 4 0 ties of 1 x6 or 2x4 lumber is located in upper third of attics ace and attach to each air PP R P 28 6 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION U I.Li ATTICS WITHOUT STORAGE 30 of rafters. 32 7 z U I ATTICS WITH STORAGE 40 6. Uplift connectors shall be provided at each rafter bearing. - _. 36 i 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM O ROOMS OTHER THAN SLEEPING ROOMS 40 6:12 12 3 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SEC-PONS a�,� SLEEPING ROOMS 30 7. Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior __ 16 3 6 DESIGN LOAD CALCULATIONS SEE SECTION comers. I - - ' - 20 -4 7 WINDOW AND DOOR SCHEDULE PAGE 5 W CRITERIA FOR CALCULATION OF DEAD LOAD i 24 5 I 28 5 8 LOAD PATH SEE BUILDING SECTION ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation "- -' • r ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A " "` ss _ ' j 9 NAILING SCHEDULE PAGE 4 (+ ,F •:f minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of _7:12_-12.12 12 2 10 EGRESS - WINDOW SCHEDULE PAGE 5 , SNOW each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete! 16 3 GROUND SNOW LOAD 45 Ib s. masonry foundations. Anchor bolts shall be located within 12 inches of comers and at -20 '4 11 PLUMBING RISER DIAGRAM PAGE 5 spacing not exceeding 4 feet on center. _ 24 - a TEC11ON NIA 12 FIRE PRO SEISMIC __�____._.-_ _--- ____ _ �_� _._-_ -_ 2$ 5 DESIGN CATEGORY B 32 6 13 TRUSS DESIGN DRAWINGS N/A - + _ 36 6 14 ENERGY CALCULATIONS 77ATTACHED WIND THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT : . WIND SPEED 120 m h SPECIFICALLY WRITTEN FOR THiS PLAN. THEY ARE TO BE CONSIDERED AS ; PAGE: i EXPOSURE CATEGORY B GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION --- -- --- -- --- — - --- ---------_—_---- ---- VANDOW AND DOOR SCHEDULE j FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WND GUSTS (MAXIMUM MEAN ROOF HEIGHT:351 s ......,,.-e'er td •. � .•`.`! '.,. .. • •;_.-Y 3. f i 1 ' , A C23 MULTIPLE SECTION ASSEMBLY: 1/4" CASEMENT 3.1 4.3 10 4 25.9 -28.1 40 4'-6"X 3'-6" - THICK BOLTS @ 2'OC B C13 CASEMENT 3.1 4.3 10 4 25.9 -28.1 40 2'-6"X T-6" X EXISTING TO REMAIN I i • \ IIOI l ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL = I p CALCULATIONS FOR VMiNDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. i! COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS ! I ! TABLE R 301.2(2)NEWYORK STATE BUILDING CODE. FOR HABITABLE SPACE. CUSTOM GRILLES-SEE ELEVATIONS WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 518"WOOD STRUCTURAL PANELS �' .0) WITH MAXIMUM OF 8'-0'SPAN. FASTENERS FOR SPANS UP TO 6'-0"SHALL BE 2 1/2-#8 WOOD SCREWS AT 16"O/C,FASTENERS FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"-#8 AT 12"O/C. TABLE 301.2.1.2 { ALL NARROLINE WINDOWS MUST USE: 112"HEIGHT SILL STOP(OR STOOL)AND THE ADDITION OF A 112"X 314"DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-114" j �I HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) ALL UNITS MUST MEETOR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED ?' 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR 0' GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. ~ REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. p .I wl LU tD 0 SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS:0<4'-0"WIDE SPAN W TABLE 1609.1.4 O b 23132"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") z L 0 USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. U t LABEL ACCORDING TO LOCATION. 4"o ROOF VENT o ' nROOF `---- __- _ -_- ------ — ----- -- -- __ 0 I ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#80"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: l _- _113 #10 TEE NUTS ATTACHED TO BLDG.w/#1 Ox 1 (WI WASHERS)MACHINE BOLT @ 12"O.C. 1 112 f 11r2 1 1r4 F.A.I. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SH WER j �j SHUTTER ASSEMBLY FIRST FLOOR N.T.S. 2 111 FOR PANEL SPANS:4'-0"OR WIDER SPAN t 3 C.O. 4 i 4 SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0".SPAN. _ Z Z • --� TO SUFFOLK (� _ NOTE ADDITIONS: 4"C I HOUSE COUNTY DEPT.OF Ll_1 -(\j a/ 2x4 STRONG-BACKS @ 24"OC TRAP HEALTH SERVICES � 'Dcob APPROVED SEWER }- __. �_..------_..__.._.-- LINE ASSEMBLY: � X Z 1). PREASSEMBLE PLYWOOD TO 2x4'S:# 10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL � Lu WOOD SCREW @ 12"O.C. }- �OU BASEMENTI U I W ALTERNATIVE FOR OPENING PROTECTION z �oU SLOPE"1/4"PER FOOT PITCH TO DRAIN CL WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0" z L1—I CL IL ;. SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ';•.. (REFER TO SECTION 1609.1.4 AND 1609-6.5 AND TABLE 1609.1.4) ' TABLE 1609.1.4 r WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING INCHES Mw `� it PANEL SPAN <2' 2'-0"< PANEL 4'-0"< PANEL 6'-0"< PANEL as FASTENER TYPE 0" SPAN <4'-0" SPAN < 6'-0" SPAN < 8`-0" 2112' it6WOOD SCREWS 16 16 12 9 PLUMBING DIAGRAM 21 #a woocaews ,s ,s PAGE: A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED 3 SECOND GUST OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-0"OR LESS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL s CAPACITY OF 490 LBS. t. RIDGE _ RAFTER 3 USP RS250 AT 21" �Q 'Lu ' ! A_ ',RAFTER/RIDGE/RAFTER wITH CT KING STUDS RAFTER t o m i ------- - - -U ;. RIDGE _.— - - - - - RAFTER STUD - -- - -- -- r i USP RT16 OR(2)RT7— — —'� _ , RAFTERHEADER -0 --- - r TOP PLATE J TOP PLATE USP RS250 AT 21 USP RT3 USP RS250 AT 18" USP RT20 - - - USP LS OR TMU IES -- USP RS250 AT 12" - - WALL STUD - —_--- {) WALL STUD --------- CONNECTION USP PRODUCT NU"",BER � iL JACK STUDS A RAFTER/RIDGE/RAFTER WITH CT" RS250 21" O ' RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21" + LSSH179 B RAFTER/PLATE/STUD RT20 O: ; 1 RAFTER/PLATE RT16 br(2)R17 PLATE/STUD RS25Q 18" Al RAFTER/RIDGE/RAFTERW/OCT B RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD C HEADER/STUD RT3 _. — - - - - C +HEADER/STUD HEADER/JACK HEADER/JACK STUD RS250 72" D FLOOR TO FLOOR KLFTA or RS250 36" E STUD/PLATE/SILL RS250 36" STUD/PLATE RS250 16" w' PLATE/SILL MP6F j I F ANCHOR BOLTS STS16 (� G POSTANCHOR FOR DECKS PAU SERV✓, 0 .; POSTANCHOR FOR COVERED PORCHES CBE SERIES tL J c j _ ' 1M OR 2X4-16"OIC COLLAR TIES MIN. u' " — cn Z O U Q POST USP CBE P.C.FOOTING 2ND.FLOOR WALL STUD---- ;; 2ND.FLOOR WALL STUD iSTUD------- `)1ST.FLOOR WALL �i 1 ST. FLOOR WALL STUD �- r - � i 2ND.FLOOR PLATE -- - J 2ND.FLOOR PLATE---=- _ G �',POST ANCHOR_ FOR COVERED1. SUBFLOOR--- -- SUBFLOOR - --- --. �_-: . PORCHES 1ST.FLOOR PLATE �� 1ST.FLOOR PLATE----=- - RIM BOARD { RIM BOARD f� SUBFLOOR------ SUBFLOOR- --- z USP KLFTA — NCL LU USP RS250 AT 36" " " USP RS250 AT 36 USP RS250 AT 16 !� RIM BOARD ----_-- RIM BOARD - ------ f 1ST.FLOOR TOP PLATES - . - 1ST.FLOOR TOP PLATES - I Z X W ' DOUBLE SILL PLATE -- - POST -__._. ----__-_. DOUBLE SILL PLATE - _ O 0:: E USP MP6F - }- ( ) �Lu t 1 ST FLOOR WALL STUD 1ST FLOOR WALL STUD ---- 7 FOUNDAT{ON WALL FOUNDATION WALL :"�— . - U Z •U j ° USP PAU --- - Q ��4- P.C.FOOTING -- --r� Z W D Lu t D a FLOOR TO FLOOR D �, FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL Y45c- .ICHORS FOR DECKS PAGE: 1 • f d Y ,