Loading...
HomeMy WebLinkAbout29404-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30127 Date: 04/08/04 THIS. CERTIFIES. that the building ADDITIONS/ALTERATIONS. Location of Property: 100 WEST LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET).. .:County Tax Map No. 473889 Section 88 Block 6 Lot 12 Subdivision Filed Map No. Lot No. .conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 19, 2003 pursuant to which Building Permit No. 29404-Z dated MAY 23, 2003 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 DECK ADDITION, COVERED PORCH ADDITION, ADDITION AND ALTERATION TO AN - EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #5189 DATED 10/29/02 . The certificate is issued to STEVEN & SHIRLEY KRAM (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1137046 06/20/03 PLUMBERS CERTIFICATION DATED 04/01/04 PECONIC PLUMBING & HEAT Authorized Si 9,01ture Rev. 1/81 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. 29404 Z Date MAY 23 , 2003. f, i Permission is hereby granted to : STEVEN H TRUSTEE KRAM 140 EAST 81ST STREET NEW YORK,NY 10028 i for ADDITIONS AND ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING WITH FLOOD PERMIT AS PERRZBA, TRUSTEES AND DEC AS APPLIED FOR at premises located at 100 WEST LA SOUTHOLD ` County Tax Map No. 473889 Section 088 Block 0006 Lot No. 012 pursuant to application dated MAY 19, 2003 and approved by the Building Inspector to expire on NOVEMBER 23 , 2004 . Fee $ 282 . 70 s ignature ORIGINAL Rev. 5/8/02 - TOWN OF SO(7TIIULD , BUILDING DEPARTMENT TOWN HALL 765-1852 APPLICATION FOR CEBTIFICAM& OF OCCUPANCY :.- This 'application must be filled in by typewriter OR ink and submitted to the building inspector with the following.# 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 Deja. of water supply and sewerage-dispo$81(S-9 form) . 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the soldier used in systemicontains less than 2/10 of 12 lead. 5. 'Commercial building, industrial building, multiple residences and similar buildings and instaiintions, a clirtif cite of Code Compliance from architect or engineer resppdoible for,,the building. 6. Submit Planning A"rA.Apprcval of completed site plan requirements. S. For existing buildings (prior to April 9, 1957) non-conforming use , or buildings and "pre-existing" land uses- 1 . Accurate survey of property showing all. property lines, streets, building and unusual;natursl or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant._ If a Certif+ir*p_ of,Occupancy is denied, the Building Inspectar-shall state The ' ,s reasons thief pr in'writingto the applicant. C. Fees 'E � 1 . Certificate of Occupancy - New dwelling $25,00, Additions to �dwhlling $25. , r Alterations to dwelling $25.00, Swimming pool $25,00, Accessory` uildingm$25-D0.13 Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of`>Occupancy an Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $5.00 over 5 years - $10.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15:00, Commercial $15.00 oo Date .. . . April 2, •2.... . ... .. . .. .... ... . . .. New Construction...X4.. .. . old Or Pre-existing Building.. . :... . .. ... .. .. Location of Property..100 West Lane, ySouthold, .. x � .• ��• , , , , , . House No. Street Hamlet Steven H. Kram, Trustee Unwer or Owners of Property.... .. .. .... . . . . : . . . .. ... . ... .. . .. . . . . . . .. . . : . . . .. ... : a: . . : . . . : . 88 1 Cuunty Tax Map No 1000, Section. . . .. . . . .. . . .Block: . . . .. .6., . . . . . .Lot.. . . . 2 . . .. . . . . . . . . . . . :sbdivision.. ....... .. . . ... . .I... . . . ...... . . . . .Filed Map.. . . . . . . . . ..Lot. . . . .. . . .. . . . . . . . . . . . , . .. roper-T Permit Services Permit 2940. .. Date of Permit. . . 5/23/03.,APPiicant: . . :!eaIth Dept. Approval. . ... .. ..N1A.... . . . .. . ... .Underwriters Approval. . . . . . .. . . .. . . . . .. . . . . . .. :'canning Board Approval.. . ... •• . . ••. . . . .. • XX request for: Temporary Certificate. . . .. . .. . . . Final Certic Submitted: 25. 00 aures L. F Tld, Jr. r.J Proper-l' Perm t Services FEDERAL EMERGENCY MAM&ENIENt AOENCY O.M.B. No.'J[1167-0677 NATIONAL FLOOOINSURANCE PROGRAM Expire's Jt3tji 1,2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER MFORMATION Tr, �r,,,4•,•^.^"'",mr7rv';,l ` BUILDING$Tr: . .. ;, . I-, _ `,;. ;-ri F --._ , .. JX\,',. . . -•".:;:h..,—:ra CITY J,AIE PROPERTY DESCRIPTION(Lot an Bock Numbers,Tax Parcel Number;Legal.Description,eta) BUILDING USE(e g., MOV— Ual,Non-resldenral,Addition,Accessory,etc. Use.a Comments area,if necessary) LATtTUDEILONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: (_J GPS(Type): .91 or fen's°) NAD 1927 f-J NAD 1983 i—[USGS.Cued Map 'i-.[Other. ' SECTION B FLOOD INSURANCE RATE MAP(FIRM)INFORMATION _ _. . r --- .. B4.MAP AND PANEL B5.SUFFIX 56.FJRMINDEX 87.FIRM PANEL B8.1FLOOD 119 BASE FLOG ELEVA ION(S) NUMBER DATE �g EFFEGTIVE/F2EASED DATE ZONES) (Zone AO,use tlepthofflooding) 'B 10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. - EIS Profile FIRivl Community Determined [_[Other(Describe)- 8 11. Describe)811.Indicafe the elevation datum used.for the BFE in B9:(_�NGVD:1929 J_j NAVD 1988 [_[Other(Describe): i B12.is ttie-,.building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? {_[Yes [.X[No Designation Date::: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) CL Building eievationsare based on: [_[Constructjon Drawings' [_IBuiidind Under Construction' " I-' Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. " C2.Building:Diagram Number (Select the building diagram mast similar to the building for whichthis certificate is being completed-see pages$and7. if no diagram.accurately represents the building,provide.a sketch or photograph.) C3.Elevatlons—Zones Al-A30,AE;AH,A,(with BFE),VE,V1430,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,ARlAH,APJAO Complete Items C3.a-i below accordingto the building diagram specified in Item C2.State.the datum used. If the datum is difflenentfrorn the datum used for the BFE in Section a,convert the datum to thatused for the BFE.Show field:measurements and datuiij conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum _ ConversioniComments Elevation reference mark used __Does the elevation reference mark used appear on the FIRM? �i[ J Yes [k No 0 a)Top of bottom.ftoor(including basement or enclosure) lR - tt.(m) -a 0 b)Top of next higher floorft `�� (2. .(m) a 0c)Bottom of lowest horizontal structuralmember(Vzones only) /V{ ._ft.(m) �.A. o P - 0 d)Attached garage(top of stab) ' ._ft.(m) w 0 e)Lowest elevation of machinery and/or equipment servicing the.building(Describe in a Comments area.) _____�. ft(m) -g 0 f)Lowest adjacent(finished,)grade(LAG). ___- ft.(m) z m 0 g)Highest adjacent(finished)grade(HAG) _,0 ft.(m) o 0 h)No,of permanent openings(flood vents)within 1 ft.above adjacent grade_�-f �• 0 1)Total area of all permanent openings(flood vents)in C3.h_j_f5_J sq:in.(sq.cm) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This cert"tication is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information in Sections A;B,and C on this certificate represents my best efforts to interpret thedata available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S_Code,Section 1001. CERTIFIER'S NAME LICENSE NUMBER ,.i od�-1 C. �a de•�-s �v�o TITLE COMPANY NAME.--, w ^ U...7lid. O.Y' tJ0/^l, �. >=F'�'�8�j_ fi.�tAi Cf rV�Zli'dr` 0'Y ADDRE �Q.S� ,.y^ �, Gil .ua),�d STATE p..S ZIP COD f RID ( SIGNATURE,. t r,ll�•'c-&7 DATE n,�_�Q -a,. TELEPHONE -:9, FFMA Fnrm t 4t .li Il Rn AFF RFVFRCF sins=FOR MINITINIiATir1N RPPI ACFR At I PRFUI(11 Iq Fr)rnnN51 ` 'IMPORTANT: In these-SPaees,cothy the comPspondmg itifonnation from Stiction A. HL1 I'):NG S r RITT :;RFiSS(Ir ::r..[;Ara..U••il .:n aImfer indr..Ne.)0R P.0.RJIi i c FkND I 1.:.. Pci:,y Iv�nexr SiA:L1ti:�' 7t:C:.... r.y\A I:K•.r..ix:P 1 SECTION D-SURVEYOR,;ENGINEER.ORARCHITECT CERTIFICATION(CONTIMUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agenticompany,and(3)building owner. COMMENTS. ... I I Check here if attachments SECTION.E-:BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND'ZONE A(WITHOUT BFE). For Zone AO and Zone A(w7out BFE),complete Items Et.through E4. If the Elevation Certificate is intended for use as.supporting C' information for a LOMA orLOMR-F,Section C must be completed. E'1.Building Diagram Number _(Select the building,diagram most similar to the building for which this certificate is being completed— see peges�6 and 7, If no diagram accurately represents the budding;provide a sketch or photograph.) 44` E2.The top of the bottom floor`gncluding basementor enclosure)of the budding is j_I_(fL(m)i_I_Jin.(cm) I-aboveor I_fbelow V, ' lslk cn ir,'t cl :.11;%„mecum u ( :natural grade,if available.) E3 F::.-C,., I f, ., ;,fi-P.r'•!• 1,1,xpage 7);the next higher floor or elevated floor(elevation b)of the building is :t”" •e: atadjaceotgrade. Complete Items C3.hand C3.ionfront ofform- E4 For Zone AO only. if ho-flood depth number is available,is the top of the bottom floor elevated in accordance with the community's - SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION F Z.O.-I';A I (without a FEMA-lssued:dr community-Issued BFE)orZone AO must sign here. The statements in Sections A,B,C,and E are correct to ' thebest'otmyknowledge:. : - Pf20PERTY OyJNERS OR O),NNERS AUTHORIZED REPRESENTATIVES NAME .. . 7 ADDRESS CITY STATE . ZIP CODE SIGNATURE DATE TELEPHONE . , COMMENTS LI Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management o dinance can complete Sections A,B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Gt. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,or architect who is authadZed by state or local law to certify elevation information. (indicate the source and date of the elevation.data in the Comments area below.) G2.I__I A comm unhy`official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zane G3.I TThe foliowl', ; cc x Town Hall,53095 Main Road Q • Fax(631)765-9502 P.O.Box 1179 Telephone(631)765-1802. Southold,New York 11971-0959 Ply i BUILDING DEPARTMENT TOWN OF SOtTTHOLD j CERTIFICATION Date: April 1 , 2004 Building Permit No. 29404Z Owner: Steven H. Kram, Trustee (please print) / ) Plumber: Re-co r' `� 1 /�th� d—l? e—G`�.�`st A (please print) "J I certify that the solder used in the water supply system contains less than 2110 of 1% lead. umbers Si e) Sworn to before me this day of 20 r Notary Public,_ZqCaunty WC10 L,LOPER Notary PORC,State M New York N%ORM70081 f Fad D �P�P�P�Ir��lr�e frJ arJ�rJ�rJ�rJrJ�rJ drJ drJrJ aenrJ�l�l�lrJ�c rrP�lrJ�lr�orJ�I 3�I arJ�fMPLPL LrL3PLPLPLrr3L3PLr fuiJ�l�rr�rJr�LIr ft��ePr frJ@n�nrJ o ril BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 PAUL R. BURNS S.WOHL SCRAM P.O. BOX 1061 100 WEST LANE SOUTHOLD, NY 11971-0932, SOUTHOLD, NY 11971 Located at 100 WEST LANE SOUTHOLD, NY 11971 hd Application Numbers 1137046 Certificate Number: 1137046 Section: Block: Lot: Building Permit: BDC: NS11 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: First Floor, Second Floor,Detached Garage,Outside, was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was found to be in compliance therewith on the 20th Day of June,2003. Name OTY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor 1 0 Smoke Panels 1 60 6 Wiring and Devices Receptacle 12 0 General Purpose Switch 7 0 General Purpose Fixture 4 0 Incandescent �+ Fixture 2 0 Fluorescent Receptacle 1 0 GFCI seal 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. cPcl�cicPcfcPr�rJ�rJ,�P�JrJrJrJ�rJrScPrJ�rJ�cl_ PrprprJr PCFCrJiJr�tPrJ acJ ark orUrJrJ�rJ�>n�!r Ir�rn�PrJrJrJr fr fcfacPrJ�rJ�rlo�P�PrJ�fart arJrJrJ atP a APPEALS BOARD MEMBERS g�ffii7�d S 53 95 Main Road l Geaard P. Goehringer, Chairman Lydia A. Tortora y P.O.Box 1179 George Horning 5 Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax(631)765-9064 Vincent Orlando l Telephone(631)76.5-1809 littp://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 29,2002 Appl. No. 5189-SHIRLY KRAM AND THE KRAM FAMILY TRUST STREET 8c LOCALITY: 100 West Lane,Southold DATE OF PUBLIC HEARING: October 17, 2002 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS'/DESCRIPTION: The applicant's property is located on the west end of a private road which extends off of Little Peconic Bay Road near Angel Shores Development in Southold. The property consists of approximately 15,783 sq. ft. of land area, having 100 ft. along Peconic Bay and lot depth of 161.75 feet. The property is improved with an one-story, single- family.dweling with deck, all as shown on the survey prepared by John C. Ehlers(last dated BASIS QF APPLICATION: Building Department's May 6, 2002 Notice of Disapproval denying a permit to construct (a) an addition to the existing dwelling, and (b) an accessory garage in a front yard area. The building permit application was disapproved for the reason that the new construction did not meet the setback or yard locations required under Section 100-244B, 35 feet each at the front and rearyards. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 17, 2002, at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property and the area, and other evidence, the Zoning Board finds the following facts to be true and relevant. AREA VARIANCE RELIEF REQUESTED: The applicant proposes (a) an addition to the existing, dwelling with a setback of , and (b) an accessory garage in a front yard area. The building permit application was disapproved for the reason that the new construction will not meet the setback or yard locations required under Section 100-244B, with a minimum 35 feet each the front and rear yards. REASONS FOR BOARD ACTION DESCRIBED BELOW: Based on the testimony and record before the Board and personal inspection,the Board makes the following findings: 1 i'.a. I'ugc 2—OcLubur 79:2062. Appl.No 6.189—Shirley Krain,Kram family Trust 1000-88-6.12 at Southold a j 1. Grant of the area variance will not produce an undesirable change in character of the neighborhood or a detriment to nearby properties. In the case pf waterfront houses, accessory structures are encouraged landward of the house, which area is typically identified as a front yard. 2. The benefit sought,by the applicant cannot be achieved by some method, feasible for applicant to pursue, other than an area variance. Due to the location of the existing waterfront house and wetlands in the southerly yard,,the suggested location of 8 feet off tire.northerly property line and 5 feet off the westerly (side yard)property tine is more feasible than any other location on this lot for an accessory,garage 3: The requested area,variance is substantial, since it is a reduction of more than 25%in the front yard setback. 4. The difficulty was self-created when the applicant built the existing house close to the water edge. 5, There is no evidence that the grant of the variance will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. This is typical for wateifront communities, with accessory structures in the front yard or landward side of the house. RESOLUTION/ACTION; On motion by Member Orlando, seconded by Member Tortora, it was RESOLVED, TO GRANT the application as applied for' SUBJECT TO THE FOLLOWING CONDITIONS: 1. The setbacks of the proposed one-story garage shall not be less than 8 ft. from the northerly property line and not less than 5 ft. from the westerly property line, at its closest points. 2. A continuous row of shrubs shall be planted and maintained at approximately seven feet from the west side property line, along the west side of the garage, and maintained at all times. The length distance for the shrubs shall be at least 20 feet. 3. The new addition(s) at the easterly portions of the dwelling shall be as shown on the plans dated 9-24-02 prepared by Mark K. Schwartz, A.I.A., and shown on the sketch diagram prepared by Proper-T Permit Services dated 6-19-02. This action does not authorize or condone any current or future use, setback or other features of the subject property that violates the Zoning Code,other than such uses, setbacks and other page 3—idt obey 29,2002 g Appl. No.5.189—Shirley Kram,Kram Farm}y Tract { 1000-88-6-12 at Souf5old features as are expressly addressed in this action. P VOTE OF THE BOARD: AXES: Members Goehrin hamnan), ora, and 1 (Members Homing and Oliva were absent.) This Res ion was duly t d(3-R). VO erard P: oehringer—App ed for'Filin APs 11 T BLDG UVB GF§OJ7;-j°,Jii� Mark K Schwartz, AIA-Architect, PLLC P.(7_BM933 Phone:(631)734-4185 Cntchogue New.3Coiic 33935 Fax:(631)734-4185 Apr 106,2004 .Southold Town Building Department Main Road Southold,New York 41931 Re: Kram Property 100 West Lane Southold,New York (SCIM#1000- 06-13) To Whom This May Concern: I reviewed the project framirng,/strapping during the constructKm phase. The strapping and,connections have been completed and meet code requirements. Please call this office if you have any questions or require additional information. Very truly yours, ;y � 29 Mark Schwartz SURVEY OF PROPERTY F< M Fp 4p .�y �A a ',� �UGU OF SI 1 UATE. LAYMEN TOM: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED II-14-02, 0I-21-03 1 aSUFFOLK COUNTY TAX # 1000-88-6-12 No �S6jO.� SO J CERTIFIED TO: STEVE KRAM �'�,O,�r' �o isr�NG e pT�er�sPa 470W 0 0 k (� sop oryF ---- r _ 45 12 *0�b % m \dp 10 � �\ V A 8J 7.3 7.90��rym it ,g .9 . hT6j°3kNF 5 = ,qL P� coN/c ,Y BMJ NOTES: 8 MONUMENT FOUND A STAKE FOUND AREA = 15,183 SF OR 0.36 AGRES PARGEL LIES ENTIRELY IN FEMA FLOOD ZONE AE (EL8) MAP # 36103GO168 G ELEVATIONS SHOWN REFERENGE NGVD'29 DW REFERS TO DRY WELLS INSTALLED FOR ROOF RUN OFF, GUTTERS AND LEADERS REQUIRED THROUGHOUT ORAPHIG SGALE 1"=30' Albert J.Krupski,President Town Hall James.Kin ,Vice-President 53095 Route 25 Artie Foster �� CSG P.O.Box 1179 Ken Poliwoda C �� Southold,New York 11971-0959 _. Peggy A.Dickerson H 2: Telephone(631) 765-1592 4y C Fax(631) 755-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 8,2002 Mr. James E, Fitzgerald, Jr, Proper-T Permit'Services PO Box 617 Cutchogue, NY 11935 RE: SCTM# 88-6-12 Steven Kram 100 West Lane Southold, NY Dear Mr. Fitzgerald: The following action was taken by the Board of Town Trustees during a Regular Meeting, held on.September 25, 2002,regarding the above matter. WHEREAS,Proper-T Services on behalf of Steven Kram applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance-of the Town of Southold, application dated September 24, 2002 WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 25, 2002 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, c z WHEREAS, the structure complies with the standard set forth in Chapter 97-18 of the Southold Town Code. WHEREAS,the Board has determined that the project as proposed will not affect the healthy safety and general welfare of the people of the town. NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approved the application of Steven Kram for a Wetland Permit to construct additions to existing house structure- includes three sections 14'x27.9' extends east 7'x65.4' located along back north side of existing structure- 4'x9' front —south side of existing structure. with the condition that haybales-during construction 20 feet from the bulkheads- gutters and leaders -plans placed on a survey- BE IT FURTHER RESOLVED that this determination should not be considered a determination made for any other Department or Agency, which may also have an application pending for the same or similar project. Fee must be paid, if applicable and permit issued within six months of the date of this notification. If inspections are required, at a fee of$5.00 per inspection(See attached schedule). FEES: None Very truly yours, Albert J. Krupski, Jr. President, Board of Trustees AJK/cjc cc DEC L i 4u \ BoardOf Southold Town Trustees SOUTHOLD, NEW YORK t 54..3.4 DATE. .-Sept..-_25.,.._2002 PERMIT NO. ... ... .. r ISSUED TO .._....... ..STEVEN KRAM,__, ` Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952, and the Southold Town Ordinance en- " v fifled."REGULATING AND THE PLACING OF OBSTRUCTIONS . IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM LANDS UNDER TOWN' WATERS;". and in accordance with the Resolution of The Board adopted at a meeting held on �. 20.0.2..., and in consideration of the sum of $ zA0...00 paid by a Proper T Ser.ui.ces.,. on behalf_of..Steuea -i{reet y of Ctxtchogue, .. , . .. .. ....I.. N. Y. and. subject to the / Terms and Conditions listed on the reverse side hereof, t of Southold Town Trustees authorizes and permits the followino: s;.. t. Weiland Permit to construct additions to existing house structure- includes thre sections t' 14'x27.8' extends east Tx65.4'located along back north side of existing.stnwhire 4'x9'front —south side of existing structure. with the condition that haybales-during construction 20 feet >a. ' from the bulkhead- gutters and leaders -plansplaced on a surrey- - all in accordance with the detailed specifications as'preserifbd in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and thesepresents to ' be subscribed by a majority of the said Board as of this dais. in 41Trustees J ' I t BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: J_/ /03 APPLICANT: DATE SUBMITTED: 5/Z/03 SCTM# DISTRICT: 1 000, SECTION: j , BLOCK: , LOT. I Z SUBDIVISION: N/A ADDRESS: !Cb LO a r ( A. CITY: ZONING DISTRICT: A CONFORMING? Np BUILDING PERMITS OPEN/EXPIRED: BP Sl1 -Z/C/0 Z- , INFOo /BP -Z/C/0 Z- INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- INFO PRE C :Y R NcQ� BP -Z/ C/o Z- SINGLE & SEPARATE CERTIFICATION-REQUIRED (p NOTES: LOTS 40,OOOSF-100-24.Lot teoognition_(CREATEA before 7nne34, 19$3),VNDBRSIZEIAOTSFROMi-AYN1997100-25.Merger.(Anoneonfo iingatangtimeafter7/118. REQ. LOT SIZE:`0 t oe o ACT. LOT SIZEZK,.3 REQ. LOT COV.�f ACT. LOT CO/V. ( 7 27 REQ. FRONT 3J PROP. FRONT /REQ SIDE td,"Ra_ ACT, SIDE Jf/ v� REQ. REAR S PROP. jREAR / REQ. HEIGHT PROP. IlEIGHT PROJECT DESCRIPTION: A-DPS / -(lC� O S r 1 ESTIMATED PROJECT COST: Ooic /ENGINEER: �ciY.a G -- FAST TRACK WATER FRONT? \tF j DESCRIPTION: �t c. C oN It 'g PANEL #: 1 FLOOD ZONE: / COMPLIANCE: k APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D PT: YES or ZOO (BED#): ,DTE: /_/ PERMIT#: TOWN SEPTIC RECEIPT: Y r N NEW YORK STATE DEC: PRE-DEC /I/ r NO M 9 Zeo -SOUTHOLD TOWN TRUSTEES: o NO� TOWN ZONING BOARD APPROV r NO �l S(8 9_ 1() k TOWN PLAN. BOARD APPROVAL: S o TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: 4 SF FEE FEE FEE 70 �5-O lip 1. (A 9 SF)- ( d SF)= « SF X$ ,'�)C)=$ +$ +$ = $ 2. (-SF)- ASF)= SFX $ =S +$ +$ =$ (CXR F•� 3. ( SF)- ( SF)= SF X FINAL TOTAL: $, r T NEW YGIW STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: O TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESofffiMDE FULL FRAMING DESIGN ELEMENTS: HEADERS:I/N WALL STUDS: VIN GIRDERS": (Y/N CEILING'JOISTS;7/N FLOOR SOISTS �Y/N ROOF RAFTERS:U/N LUMBER SPECIES AND GRADE:& /N' DESIGN LOAD CALCULATIONS.S/N ,SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC.ANDWIND.,(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: / E TEST REQUIREMENT N V GRE ;LIGHT, VENT: Y/N LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE: i' N MEANS OF EGRESS�p/N PLUMBING RISER DIAGRAM:WN LOCATION OF FIRE PROTTECTION EQUIPMENT: TRUSS DESIGN: YAP / CERTIFICATION: YkQ ENERGY CALCS§..�"N -1--5� Ca TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Proper-T Permit Services 'POST OFFICE BOX 617, CUTCHOGUE, NEW YORK 11935-0617 (631) 734-5800 January 26, 2004 Principal Building Inspector Building Department Town of Southold Town Hall,53095 Main Road Southold,New York 11971 Re Building Permit No. 294042- Steven Kram. SCTM#1000-88-6-12 Dear Sir: We would like to amend the permit to allow the alternative use of "Lookout Clear Storm Panel" material to,provide the required hurricane protection for windows. Specifications,third-party evaluation, and installation instructions for the product, manufactured from General Electric Co. W Rated Lexan XL-10 sheet, are attached. I have a sample of the formed material if you wish to examine it. Please let me know the results of your review of this amendment request as soon as possible so that the owner may proceed with his planning. rely, / i es E. Fitzger ?Jr.. Enclosures: SBCCI Report No. 2109 Lookout Shutters Inc. product literature Hardware and installation specifications a subsidiary of THE PECONIC EASTERN CORPORATION ■ SBCCI PUBLIC SAFETY TESTING AND EVALUATION SERVICES INC. 900 Montclair Road, Suite A; Birmingham,Alabama 35213-1206 www.sbecies.org a Participating Member of the NES, Inc. Evaluation Reports are the opinion of the Committee on Evaluation,based on the findings,and do not constitute or Imply an approval or acceptance by any local comLmiunity. The Cainmittee,in review of the data submitted,finds that in their opinion the product,material,system,,ormethodof�vmstruction specifically identified in thisreport conforms with or is`a suitable alternate to liatspeciffadin the Standard and International Codes, SUBJECT TO THE L11MITATIO]1 S IN THIS REPORT. The Committee on Evaluation has reviewed the data inch deep corrugated section repeating every 6 inches. The submitted for. compliance with the Standard Building panels.are 12 inches wide to 96 inches wide. Panels are Code©, acrd thq SBCCI Standard for Hurricane Resistant overlapped for unlimited width openings.They;.are mounted Residential Copstracfion�SSTD°10 9 and submits to the directly to the wall: r 6y the use of angle or track extrusions. Building Official or other.authority havirigjurisdiction the Extrusions for mounting panels are'6063-T6 aluminurrj'alloy. following report. The Committee on Evaluation, SBCCI See Table 1 for Maximum Panel Length. PSf&ESl end°its staffere rrot respgnsible for any errors or omissions to any documents,calculations,drawings, 4.2 Large Missile Impact Resistance underSSTD 12-99 spdcificatlons. tests or summaries prepared and submitted by the design professi'ahal'orprepararofrecord The Lookout Clear Storm Panels weretestedforlarge missile that are listed in the Substantiating Data Suction of thisimpact resistanceunder SSTD 12-99: The panels tested.. report. Copyrighted ',"'2001 SBCCI PST&#,5f passed the large missile impact test. The panels listed in this report may be used toprotect.glazed openings and doorways REPORT NQ„ 2109 from windborne debris. EXPIRES: See current S6CCl PST&ESI EVALUATION 4.3 Wind Loads REPORT LISTING' The Lookout Clear Storm Pane9s were designed for wind CATEGORY, DOORS AND WINDOWS pressures. Allowable transverse wind loads are given in Tables 1. The panels have been designed as non-porous SUBMITTED BY: systems in accordance with SSTD 12-99. LOOKOUT SHUTTERS,INC. 5. INSTALLATION 1268 MAULDIN ROAD 5.1 General CALHOUN,GEORGIA 30701 Lookout Clear Storm Panels are installed in accordance with 1. PRODUCT TRADE NAME the manufacturer's published installation instructions and this Lookout Clear Storm Panel report. The manufacturer's published installation instructions and this 2. SCOPE OF EVALUATION report shall be strictly adhered to and a copy of these instructions shall be available at all times on thejob siteduring 2.1 Impact Resistance under SSTD 12-99 installation. 2.2 Structural-Transverse Wind Loads 5.2 Allowable Transverse Wind Loads 3. USES The design wind loads on the shutters shall be determined in Lookout Clear Storm Panels are used to protect glazed accordance with 1606 of the Standard Building Code©and openings and doorways from windborne debris. shall not exceed the allowable transverse wind loads shown in Table 1. 4. DESCRIPTION 4.1 General ' REPORT NO.2109 Lookout Clear Storm Panels are made of General Electric Co. PACE 1 OF 3 UV Rated Lexan XL-10 sheet 0.118 inch thick with a 1-13116 �I �"'� v REPORT NO. 2109 PAGE 2 OF 3 TABLE 1 ALLOWABLE TRANSVERSE WIND LOAD POSITIVE NEGATIVE MAX.PANEL DESIGN LOAD DESIGN LOAD LENGTH"L" P.S.F. P.S.F. (INCHES) 35.00 26.80 108 a 36:00 30.00 104 37.00 33.80 100 38.00 37.70 96 39.00 41.50 92. i 40,10 45,30 88 41,20 49.20 84 42,30 53.00 80 43.40 56:90 76 44.50 60.70 72 45,60 64460 68 46.70 68.40 64 4780 72!30 60 48.90 78,10 56 i 50.00 80,00 52 Table 1 Notes: 1. SI Units Conversion: 1 in=25.4 mm, 1 ft=0.3 m, 1 psf=48 Pa 2. Opening width is not limited. '..6. SUBSTANTIATING DATA Mehner, P.E,; and ATL Report No. 1208.01-00, December 13, 2000, signed and sealed by William R. 6.1 Manufacturer's specifications, and installation Mehner,P.E. and Henry Hattem, P.E. drawings: ! Lookout Clear Storm Panels, Drawing 99-01,sheet 6,4 Evaluation Report for GE Plastic's Lexan XL-.10 plastic I of 1, dated September 2, 2000, and Drawing 99-02, corrugated sheet as a light transmitting plastic is in 4 sheets of 4, dated March 3, 2000,prepared, signed, SBCCI PST&ESI Report No. 9592A. sealed and dated by Thomas J.Twomey, P.E. ! Certificate of Compliance for Extrusions,Alloy 6063- 7. CODE REFERENCES T6,ASTM B 221, extruded by Eastern Metals, dated October 11,2000, and October 25, 2000. Standard Building Code©- 1999 Edition 6.2 Test report on large missile impact loadings under Section 103.7 Alternate Materials and Methods SSTD 12-97,prepared by American Test Lab of South Section 1606 Wind Loads Florida, ATL Report No. 0621.01-00, July 19, 2000, Chapter 17 Structural Tests and Inspections signed and sealed by William R. Mehner, P.E. and Section 1707.4 Exterior Window and Door Assemblies ' Henry Hattem, P.E.. Chapter 22 Steel I Section 2204 Cold-Formed Steel Construction 6.3 Test report on Clear Storm Panels in accordance with { ASTM E 330,prepared by American Test Lab of South SBCCI Standard for Hurricane Resistant Residential Florida, ATL Report No. 0621.01-00, July 19, 2000, Construction©SSTD10-99 i signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E.; ATL Report No. 0823.01-00, Section 101.3 Integrity of Building Envelope i September 11,2000,signed and sealed by William R. Section 101.4 Alternate Materials and Methods d I II iI I PAGE 3 OF 3 - REPORT NO. 2109 Section 101.6 Design Concepts 10. IDENTIFICATION Section 104 Design Criteria Section 104.1 Wind Loads Each Lookout Clear Storm Panel covered by this report shall Appendix Design Load Assumptions be labeled with themanufacturer'snameandiortrademarkthe SBCCI Public Safety Testing and Evaluation Services Inc,seal a. COMMITTEE FINDINGS or initials(SBCCI PST&ESI),and the number ofthis report for field identification. The Committee on Evaluation in review of the data submitted rinds that,'intheir opinion,the Lookout Clear Storm Panels as The panels shall also be labeled in accordance with Section described in this report conform with or are suitable alternates 102 of SSTD 12. to that specified in the Standard Building Code© and the SBCCI Standard for Hurricane Resistant Residential 11. PERIOD OF ISSUANCE ConstructionO SSTD 10-99 or Supplements thereto. SEE CURRENT SBCCI PST& ESI EVALUATION REPORT 9. LIMITATIONS LISTING FOR STATUS OF THIS EVALUATION REPORT. 9.1 ThisEvaluationReport and theinstallationinstructions, For information on this report contact: i when required by ,the building official, shall be J,David Musselwhite, P.E. submitted at the time of permit application. 2051599-9800 9.2 The Clear Storm Panels shall be installed in accordance with the installation instructions in this report and the manufacturer's engineering drawings. 9,3 The structural elements supporting the panels shall be designed by a registered professional engineer for the wind loads shown on the drawings. The calculations shall be signed,sealed,and dated and submitted to the building official when applying for a permit. i i N u � iJ d I _ lil i I New York State Department of Environmental Conservation Division of Environmental.Permits, Region One Building 40 - SUNY; Stony Brook, New.York 11790-2356 V Phone; (516) 444-0365 FAX: (516) 444-0360 - Erin M.Crotty LETTER OF NON JURISDICTION-TIDAL WETLANDS Commissioner March 28, 2003 Steven Kram 11499 Bellagio Road: Los Angeles, California 90049 Dear Mr Kram, RE: SCTM 1000-88-6-12 2 Sunset Lane Southold New York Based on the information you have submitted all upland areas landward of the existing functional timber bulkhead are beyond the jurisdiction of Part 661( Tidal Wetland. Regulations). (Survey J C Ehlers dated 3/28/03) Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required for regulated activities landward of the functional timber bulkhead. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e: a 15'to 20'wide construe#ion area) or erecting a temporaryfence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility!of obtaining any necessary permits or approvals from other agencies. Very truly yours, r--s Charles T Hamilton Permit Administrator cc: BMHP file yu JIrE-� /O TOWN, OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE. DISTRICT SUB. LOT 2U2 E�d`�Rrv� I !Y€,t 5 irk 0 17 � � '.�i/ Z 'q ""Z� FORMI5 �hd 8 vo"Np, �aF— fa . N E ACREAGE trl ' Y ca � e, �7e rtt2Y fE �n )r,,r+ TYPE OF BUILDING _ w�*s. C,^;M". {..,YC W �! RES.. SEAS.,;" VL FAgM COMM. IND. 1 CB. MISC. LAND IMP. TOTAL DATE REMARKS ?/ S 70 0r z 7/06 ` f s' a. e /n tsZa 9 <f S �a�aa"i '.�=-rem � 70 o -.) J 60 z :;-170 �,g 95-L/i 81R- 3�- `1`��?�6�1�w{ �a 1�ef�f � � SFS ✓ X23 7c � Q3-t !l "' r�ct '� - �cfG� D - - h _i al/4 . �� - AGE BUILDING CONDITION j 7z5Z� NEW NORMAL BELOW, ABOV a� fes cia '-I& -- Farm Acre Value Per Acre Value --- 1� 0 Tillable 1 'g V Tillable 2 _--. - -- -- _ Tillable 3 _ —. Woodland — Swampland — — — -- Brush.land -- House Plot — Total --- i i l s -17 M. Bldg. X z3 = �7 Foundation ` i Bath Extension r, f r `' Basement - t ! 5 ., �'�/ U 6 Floors -T/A� Extension Ext. Walls 3' 24 - Interior Finish Extension Fire Place Heat Porch Attic m Porch Rooms 1st Floor - - Breezeway Patio RooMs`2nd Floor Garage dlt�a'i /, Z! e1 t P�rlveway ". n � Permit Number MECcheck Compliance Report Checked By/Date NeYv York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C.Trogram FilestCheck% ECcheck\KramHouse.eck TITLE:Kram Residence COUNTY- Suffolk STATE':New York HDD: 5750 CONSTRUCTION TYPE:Detached I or 2 Family BEATING-TYPE.Non-Electric DATE:05/14/03 DATEOF,PLANS:05-12-03 PROJECT INFORMATION: Dram Residence i 100 West Lane Southold,New.York 11971 COMPANY INFORMATION: Mark K,Schwartz,AIA-Architect,PLLC P.O.Boic 933 Cutchogue,Now York 11935 COMPLIANCE:Passes Maximum UA=248 Your Home=246 0.8%Better Than Code Gross Glazing Area or Cavity Cont or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1382 38.0 0.0 41 -Wall 1:Wood Frame, 16"o.c. 1096 19.0 0.0 44 Window 1:Wood Frame,Double Pane 339 0.340 115 Door 1: Solid 20 0.500 10 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1382 38.0 0.0 36 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 Conservation 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 judgnent,such plans or specifications are in compliance with this Code. gA ° Bui /De \ . \ \ \ \ < . » \ Date� . A . \ 2 MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 05/14/03 TITLE:Kram Residence Bldg. Dept. { Use I Ceilingr { L Ceiling 1:Flat Ceiling or Scissor Truss,R-38A cavity insulation 1 Comments: { { Above-Grade Walls: 1, Wall 1:Wood Frame, 16"o.c.,R-19:0 cavity insulation ( Comments { Windows: ] { 1. Window 1: Wood Frame,Double Pane,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No { Comments: Doors. [ ] { 1. Door 1: Solid,U-factor: 0.500 Comments: I Floors: [ ] { 1. Floor 1:till-Wood Joist/Truss,Over Unconditioned Space,R-38.0 cavity insulation { Comments: I Air Leakage: [ ] { Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] { 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. Vapor Retarder: [ } { Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. { Materials Identification [ ] { Materials and equipment must be installed in accordance with the manufacturer's installation instructions [ ] { Materials and equipment must be identified so that compliance can be determined. { ] { Manufacturer manuals for all installed heating and cooling equipment and service water heating { equipment must be provided. [ ] { Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. f { Duct Insulation: [ ] { Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] { Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] { Supply ducts in unconditioned spaces must be insulated to R-8. I [ ] f Return ducts iu"unconditioned spaces(except basements)must be insulated to R-2- insulation 2.Insulation is not required on return ducts in basements. I ' Duct construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (rdlie,ite.Y. nuttilic-kilns-en1kvl(hd fl ;,. o tapes. Duct tape is not permitted /A(%;!NG.u:Coni inuousl e Id-A ai:d Icwki rs-type Iongtudnaljourts and seams on ducts I operafrim at less than 2 in.w.c (50II Pa), ] I I)uc!; •hnlilie etIpl+orcNI 'nel--. 1.(lfoetorinaccordance with the manufacturer'sinstructions. [ ] I ('iwlile"(Icer,\%iIII 'r\Ieliori-tsadaliortmust be covered with a vapor retarder. ( ] I 1;r 011el-ti are reguil-CLI in the remrnairsystem. I IhelIVA( ti ;tcmmi;tpro%ideameansforbalancingair andwatersystems. Temperature Controls: [ ] I F.achdyvellmg;unithas at lesat one thermostat capable ofautomaticaily adjusting the space I temperatute,5et poidt oflbe largest zone. Electric Systems: Separate eiectricaneters are required for each dwelling unit. i I 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 I the)Ve*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 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. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock Heating and Cooling Piping Insulation: j [ ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulatiniz Mains and Runouts Temperature(F) Un to 1" Un to 1.25" 1.5"to 2.0° Over 2" 170-180 0.5 1.0 1.5 2.0 l#0,16#1 0,5 0.5 1.0 1.5 100-130 0;5 0.5 0:5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation ThicImess in Inches by Pine Sizes Piping System Tunes Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems, 1 Low Pressure/Temperature 201-250 1.0 1.5 1,5 2.0 Low Temperature 120-20(l 0.5 1.0 1.0 1.5 Steata Condensate(fort.feed Water) Any 1.0 1.0 1.5 2.0 Cooling S}$t,ems` Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 1 and Bribe Below 40 1.0 1.0 1.5 1.5 i NOTES TO FIELD(Building Department Use Only) it r frf I I -- � �� STRId�CTilRAeL PANEL I � WlNp;BQRNE DEBRIS PROTECTION EOR WOOD _ _ \ I \ I, •i i t r i I .X: I i \ I \ I 4i \ � J I • �#IMA I It M' aIIIIII=: ULTPjILI,IIII.iII1IIEI= ''S 'ECTION A�IIfI �I�IlI S SEMB LY: N 14'THICK BOLTS @ 2 OC ° 23M.T.S. FOR PANEL SPANS: 4OR WDER SPAN 23/32 APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4•) 2x4 STRONG-BACKS @ 24'OC I I ASSEMBLY: 11 I I 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10X3-(w/WASHERS)GALVINIZED OR I I STAINLESS STEEL WOOD SCREW @ 12 O.C. I I 2).ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ h #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16"O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: l #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-112 (W/WASHERS) MACHINE BOLT @ 12 O.C. y WINDOW L DOOR SCHEDULE T ' AAL �D� I)111f0JRPERF9RMANGE INSULATED GLAZING P C I .ANT GINGOR IT,H BRI P OTECTION ALTERNATIVE OT€OTIOI fi0 E I ° 5 1 gjp RERARDLESS OF DEBRIPROTECTION) R SYM ZONET.TANIlFA-G'717T=t`E' AT;Nt;S: ►r7R 'UVALU ) REQUIRD UNIT DP NOTES -- ,$IO "L@ f " i. 0 C _ W r 0004 5 d l � . 3 .3El " :-4- t rr W243/P D • f7 .6 -7 33 O IL �,u Oa w 6 . r a . / DEBRI PROTECTION ALTERNATIVE AS PER SECTION 1609.1 N.Y.S. RES.CONST. CODE FA 1 BIER x ! L S 2. EM ,g EI. T�p _ ,F EST RANBy,;. woo U Ur P QL QF 6 FEET MINIMUM NIMSHATHICKNESS O FOR " TY E •. _ a. < S. x6 EST C INE-AND TWO-STORY BUILDINGS.PANELS OOD SCREWS 16 16 12 9 _ IT.PpVER GLAZED OPENINGS WITH-ATTACHMENT 2-1/2#8 HARDWARE PROVIDED. OOD SCREWS 16 16 16 12 `QF "yeti 3- IN IS r� a2233��° • _.. 4.O ROOF.VENT._ i ROOF - S 4 i ATTIC RATH 1 114 1112 1 U4 1112 I N 1114 3 - - SH WER SH WER SECOND FLOO 1 114 8 3 J f 1/4 C. 1 C.O. KITCHFN RATH _ 13• 11U 4 1112 11/4 4 3 F.A.I. D.W SW SH WER FIRST FLOOR 2 1114 9 2 •' C.O. iL ab A �1.> , Rpt N W s(nN ax BASEMENT w y�3�0A\y 114 1114 4 14 h� M S W.M SIN �1 �a J2P33 -�o 'fit QM Ngo BASEMENT C.OI 1 112 1 112 4•c.I. TO APROVED SEPTIC SYS-rENI HOUSE n n TRAP .:. RA1(N _ _ _ _ __. _ -ion 3 ;l Mark— Schwxr tz, AIA—Architect, PLLC Phone,(631)734-4185. �YY�a"'sw; Cnfcliogue,NewYos1c 11935 Fax:(631)734-4185 May 20,2003 Southold Town Building Department Main Road Southold,New York 11971 Attn:Damon Rallis Re: Kram Residence 100 West Lane Southold,New York c Dear Mr.Rallis: The elevation of the new crawl space slab will be no more than 120" below the average Y grade at the foundation wall perimeter(top of slab @ approximately 6.0'). �. The light and ventilation for the new rooms will be: Room Area Req'd Lt&Vent Actual Light Actual Vent LR,DR,Kitchen: 630 25.2 sf 144+sf OK 33.5+sf OK " Office: 168 6.72 sf 50+sf OK 20.0+sf OK ' Master Bedroom: 224 8.96 sf 70+sf OK 24.0+sf OK Please call this office if you have any questions or require additional information. Very truly yours 0Aa � Mark Schwartz t rt � �y 0 q Kramdoc i M-1802 BUILDING DEPT. i S��CTION [ FOUNDATION IST [ ] ROUGH PLBG. [ } FOUNDATION'2ND l INSULATION 2ND 1 i I R LA ON I FRAMING [ ] FINAL [ ] FIREPLACE $ CHIMNEY � E ARKS: { i DATE INSPECTO II IIS i IV6 765-1802 BUILDING DEPT, i NSP ECT F [ ] FOUND I Ni IST [ fOUGH PLB G. [ ] FO DATION 2ND` [ ) INSULATION FRAMING lFINAL NAL I� k, FI . .REP LAC CHIMNEY REM DATE INSP E 765-1802 BUILDING DEPT. INSPECTION [ j FOUNDATION IST [ j ROUG G. j FOUNDATION 2NDULATION [ j FRAMINGFINAL [ l [ jFIREPLACE-& CHIMNEY Y REMARKS: I I d f v DATES N P 1 5 E CTO j I , M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1STROUGH PLBG. [ l ] FOUN TION 2NDINSULATIO [ l N ] FMING [ ] FINAL [ FIREPLACE & CHIMNEY REMARKS. DATE INSPECTO 765.1802 BUILDING DEPT. INSPECTION ' [ ] FOUNDATION 1ST ] ROUGH PLBG. [ [ ] FOUNDATION 2ND [ ]': IN ATION [ ] FRAMING L I=INAL [ ] FIREPLACE,& CHIMNEI�j ] FIRE AFETY INSPECTION REMARKS: >` DATE INSPECT 41 ii II 0 FOUNDATION ON1 R � KNIMSO - TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,NY 11971 TEL: 765-1802 BUILDING PERMIT APPLICATION CHECKLIST: Do you have or need the following,before applying?: Board of Health? 3 sets of Building Plans` Survey Check Septic.Form N.Y.S.D.E.C. Trustees EXamined 120. -- Approved 20-Approved ZO -PERMI-T NO. PLEASE GALL 734-5800 WHEN READY Disapproved a/c III — Building Inspector iAPPLICATION FOR BUILDING PERMIT Date May 12, 2003 , 20 - 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 sale. Fee according to schedule. b. Plot plan showing Iocation of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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. S.uclra 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 whatever until a Certificate of Occupancy shall have been granted by the,Building Inspector. 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 cor siruction 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, a ions, and to admit authorized inspectors on premises and in building for necessary inspections., (Signature Ff applil name,ifcorpor o ) - ' PROPER.TPEMM Post 0401$�ggX__&Ss of applicant) Culcogsa�,:IVSt 11935-0617 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Applicant is the agent of the owner. Name of owner of premises Shirley Kram and Kram Family Trust Steven Dram Trustee (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. J Electricians License No. Other Trade's License No. r a r 1, 1. L6cation4of land on which proposed work will be done: 100 West Lane, Southold House Number Street Hamlet County Tax Map No. 1000 Section 88 Block 6 Lot 12 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: r a. Existing use and occupancy Single-family private dwelling b. Intended use and occupancy Single-family private dwelling 3. Nature of work(check which applicable):. New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost 81009000 Fee (to be paid on filing this application) 5.: If dwelling, number of dwelling units one Number of dwelling units on each floor N .A If garage,number of cars N f p 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any:Front 51 .4 Rear 51 .4 Depth* 27.8 F Height Number of Stories one Dimensions of same structure with alterations or additions:Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot:Front 100, Rear 100, Depth 162' n 10. Date of Purchase Name of Former Owner , 11. Zone or use district in which premises are situated A-C 12. Does proposed construction violate any zoning law,ordinance or regulation: yes; variance obtained ; 13. Will lot be re-graded No Will excess fill be removed from premises`. YES NO 14.Names of Owner of premises See below Address Phone No. sl Name of Architect See below Address Phone No Name of Contractor Address Phone No. 15. Is this property within 300 feet of a tidal wetland? *YES X NO • IF YES,=SaUTHOLD TOWN TRUSTEES'PERMITS MAYBE REQUIRED' 16.Provide survey, indicate scope of project, to scale, with distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide,topographical data on survey. OWNER: ARCHITECT: STATE OF NEW YORK) Steven Kram & ors Mark Schwartz SS: 11499 Bellagio Rd PO Box 933 COUNTYOF'Suffolltl Zos Angeles CA 90049 Cutehogue NY 11935 Jarrles E—Fitzgerald, Jr. being duly sworn, deposesand says tfiat(s)he is the applicant (Name of individual signing contract)above named, i (S)He is the a Lent (Contractor,Agent,Corporate Officer, etc.) 9 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file th sapplicari n; that all statements contained in this application are tme 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 \�h day of 20 a4 - 1 Notary Public n�,, ,,. Si e of licant nam ¢�sta;,.stat, ,, N��Yak Ns. i24W6'e2-S!afitnc C,�vsdP# 5UR\/EY OF- PROPERTYF'< M Fp Vp / R� of N 51TUATE: BA1WIElN �r�z STS G9� pyo -TOWN:---50 s L �o 2q S 5URVEYED 11-14-02, 01-21-03, 03-28-03 SUFFOLK COUNTY TAX # 1000-88-6-12 I s CERTIFIED TO: ro IS6703 ®9 STEVE KRAM � A^ pF -''&' 5200 ♦� P r 40.. <o TMe e �p o �• Gq�os gTepeysspo o •��, �Z01� v r,� so 9e HFRS -00 h6 �� 9 (G ry'h� �ry hmr I �roVd ori�P4y 4.5 .T4 r I q�eU9 - 0 0 �'a o � .OPQ' ai; '1.z ° ; s.s _,---" l Ro r _+� p \r Qi`0 hT6y of \\ N . ems\ rnH.3 SE`�kep l q + >a. e9 .QC'_ rm` / 7.9 \ N Q 7.a wooer ` \I4ryy h� N6'02c' e�Ck �qo a5 c zoll I FCQ�i aCo "�M�00' ` �avn PJ C 00� NOTES: .. MONUMENT FOUND .�✓�.��// /—/C^1 ��oo., Cn *�1' �: °o ._' A STAKE FOUND I n K VIA,/c v y 6 * a s AREA = 15,'i83 5F OR 0.36 AGRES a , PARCEL LIES ENTIRELY IN FEMA s 50202 FLOOD ZONE AE (EL&) MAP u 36103GOIbb 6 �FrRj� O Lallo SJ b,^a vnfy°^ °9° N ° ELEVATIONS SHOWN REFERENCE NGVD'29 DW REFERS TO DRY WELL5 INSTALLED FOR ROOF RUN OFF, GUTTERS AND LEADER5 REQUIRED THROUGHOUT JOHNC. EHLERS LAN SURVEYOR 6 EAST MAIN STREET N.X.S.LIC.NO.50202 GRAPHIC, 5C,ALE r=30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\01-304D.pro SURVEY OF PROPERTY - -- - - - `4e 1 ��{ �� �7IN SITUATE- BA Y IEN F'�FD yp l G j l q. 14 , .R�-�._� TOlNN: SOUTHOLD <or UCUa N� 4 t w - - E SUFFOLK COUNTY NY3 '9s SNo BSEP ' Q a' s SURVEYED 11-14-02, 61-21-03, FOUNDATION LOCATION 09-23-03 4 T 729 c#m t j, LO 5UFFOLK COUNTY TAX # ` 1000-88-6-12 x'67 GERTIFIED TO: sem, 9 p p STEVE KRAM ^yam ,' `s�20 �s a (e I00 i e rym, �Fo q oa ' , ', Q C SC e�F Pee O ��O v�'ry `//• h " as 49 Wao N6jo3�r , �< NFgD nh S20„ pFCO�i Ay 0% .100 NOTES: NOTES: _ MONUMENT FOUND A STAKE FOUND I AREA = 15,183 SF OR 0.36 AGRES �y 4211- 1' PARGEL LIES ENTIRELY IN FEMA { a ` r ° FLOOD ZONE AE (EL8) MAP # 36103GOI68 G ,r,° ELEVATIONS SHOWN REFERENGE N6VD'29 JOHN " H EyeJCS LAND bp, N R EYO J 6RAPH16 5GALE I"=30' 6 EAST MAIN STREET "91 1 SURVEYOR N N..Y,S.LIC.NO.50202� - - RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Ip serveA&PROS\01-30417D.pro 1/2" DIA HOLES OR KEYHOLES 6" C/C OR AS NOTED g �� ON DETAILS A thru F, SHT 3 of 5 3/4" MINIMUM 1/2" DIA, HOLE GEN AL NO ES BR-KED 1 �E TLa SDG ❑ -S HU f-TER—"STEMS }ESTC�Rk D IN a c a c a e a a — q z¢ ACCORDANCE WITH AND TO MEET OR EXCEED T! lE R3/16 SBCCI TEST STANDARD FOR DETERMINING IMPACT ' RESISTANCE FROM WINDBORNE DEBIS, SSTD 12-99. CL 0 0J a 5/8 11/32 �"m _jW 21 POSITIVE AND NEGATIVE DESIGN PRESSURE fib` ; w d 85/16 CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC X, a A A KEYHOLE SIZE BUIL DI G BS IN ACODE,DANCE WITH 1999 STANDARD u ¢ TABLES SHALL BENAPTER 1G,REFERENCEDTATCAPPROPRIIATE acsxQ l _ DESIGN LOADS, 3 �� ¢8E 1—� O �yFy � z� 3. LOOKOUT CLEAR STORM PANELS SHALL BE MADE oma. WFC¢ �� uOF GENERAL ELECTRIC CO, UV RATED LEXAN XL-10z J¢ - 5°0'0,0" SHEET .118" THICK, EXTRUSION SHOWN SHALL BE �W z � w 811/16 6063-T6 ALUMINUM, U,O,N, w g ¢ > 31/32 4. PRODUCT MARKING SHALL BE LABELED AS - F 1 13/16 SHOWN HEREIN ON SHEET 4 of 4, a a a a a a a a a 87/8 5. ALL BOLTS AND WASHERS SHALL BE fir, Q" 1 1/2" WIDTH IS PERP, T❑ PANEL SPAN GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TYP, SINGLE PANELS 12" TO 96" WIDE D PANEL DIMENSIONS TENSILE STRENGTH OF 60 K,S.I, UNLESS MADE Of o o MULTIPLE PANELS ANY WIDTH RUBBER. 6, TOP & BOTTOM DETAILS SHOWN MAY BE 1/4" MAX, GAP INTERCHANGED AS FIELD CONDITIONS DICTATE " PANELS MAY BE MOUNTED HORIZONTALLY WHERE �- u LAP JOINTS APPLICABLE, THOMAS TWO LAP MINIMUM JOINT J. a MULTIPLE LAPS PERMISSIBLE 7, PANELS SHALL BE FASTENED ACCORDING TO TWOMEY ° A 4 4NO FASTENERS REQUIRED AT LAP FASTENER MANUFACTURERS' INSTALLATION P"OFEg$194 ENGINEER' J❑INT, EXCEPT ADDITIONAL SPECIFICATIONS AND AS SHOWN HEREIN, Fsq 235aae sxaxca FASTENERS MUST BE ADDED ATia �' . OFD EDGE CLOSURE DETAILS TOP & BOTTOM OF PANEL AT LAP 8, THE DETAILS AND SPECIFICATIONS SHOWN JOINT IF 12" SPACING OF HEREIN REPRESENT THE PRODUCTS TESTED FOR NO FASTENERS REQUIRED BAST-ENERS -DOES _NOT PLACE _A _ IMPACT AND UNIFORM STATIC AIR PRESSURE SEA SEE SHEET 3 OF 4 FASTENER AT THE LAP JOINT, LOADING IN CINFC1f�MANCE WITHCCI SSTD- FOR ADDITIONAL DETAILS E � -� 12-99 AND ASTM E330 DESIGN. IS BASED ON .4F F �� AMERICA"N FEST LAB of SOUTH FLORIDA, FORT C LAUDERDALE FLORIDA TEST REPORTS, 4A9T SIGNED BY 'l 9. CONSULT SPAN CHARTS, WIND LOAD CHARTS, DATi WISE ' 6„ �`T �i� I INSTALLATION DETAILS AND HARDWARE 03 03/, +-1 1/20 TYP, T ` 3" iYP' SPECIFICATIONS HEREIN FOR USE AND ATTACHMENT SCALE M rmreD. INFORMATION, DgAVING NUM: O CLEAR STORM PANEL SECTION A-A CLEAR' �' (� PANE 99 --0 I OF 4 SBCCI PST & SI FMAL. UALUATION N o . 21 9 -2,187— 2.000 o2soa 11/32 R, w = _— 313 .193--I v 3,7500 w X000 -( 1,407 31 5/8 R, o , 2.000 2.1250 }— 1.400 2.000 1,063 A 3907 0 3750 2.000 + 0,0626 TYP, WALL zw CT { ❑PTIONAL LEG04 — —_MAX', 55"---� ,900 �1 �zW, 7 L2,2851 THICKNESS = MIN ,GG5 �w6z o 100% "h" HEADER O NOT USED " SEA" ANGLE ANGLE "KEYHOLE" WASHER a.W (D wz .214 - .380 214.380 �a .190 94,000169 a. I 1/4' 0 ELCG MALE PANELMATE PLUS & -� - - r 122001,000� J20 1/4-20 RAWL CALK-IN WITH 1/4-20 WASHER WINGNUT, MUST HAVE p _ r ,658 .275 1/4' ELCG) TAPCON WITH 7/8' EMBEDMENT, 1/4-20 PAN 1 7/8' MIN, XEMBEDMENT & 2' MIN. 1,986 �� 1 3/4' MINIMUM 1,675 � ,470 ,702 EMBEDMENT & 2" MIN, MEAD BOLT W!3/4 DIA HEAD & EDGE DISTANCE V - EDGE DISTANCE 2' MIN, EDGE DISTANCE, MALE w o � � F+ � , rv, 4 .092 150 200 092 9 TAPCON 0RAWL CALK—IN PANELMATE G —'— - — CMU & CONCRETE USE ONLY "F" TRACK 384 HARDWARE DOTES THOMAS 3.000 1. 9 EMBEDMENT MUST BE USED TOTiVOMEY CALCULATE LENGTH OF FASTENER TO BE r o nr GEXTENDED 'Y' TRACK SEE USED, iEMBEDMENT IS THE DEPTH INTO THE Rea x� saga AIR& A CONCRETE MASONARY UNIT (CMU), CONCRETE �"� P� ADDITIONAL WOOD FRAMING MEMBER, CALCULATE gar ADDITIONAL LENGTH OF FASTENER -BY ADDING Ht1lG1 D`WHRE #EMBEDMENT + ANY VENEER (STUCCO, SEAL_ 1/4' LAG BOLT WITH 1 3/4' MIN, PLYWOOD WOOD, `STOW OR BRICK) + 1/4' 0 ELCO FEMALE PANELMATE WITH THREAD xEMBEDMENT IN SHEAR, AT SHEET THICKNESS OF PRODUCT BEING ATTACHED, PAN HEAD BOLT, MUST HAVE 1 7/8' 1/4-20 HEX HEAD BOLT x 3/4' PERPENDICULAR TO WOOD GRAIN & IN ALWAYS ROUND UP'TO THE NEAREST MIN, )KEMBEDMENT & 2' MIN. EDGE WITH 1/4-20 WASHER WINGNUT, CENTER OF WOOD FRAMING MEMBER 4 of 4 STANDARD LENGTH, ll DESIGNED IGNE DY DISTANCE t 2, ALL FASTENERS MUST BE INSTALLED DATTEO wlsE FEMALE BOLT & I4 LAG BOLT PER THE MANUFACTURERS RECOMMENDATIONS, 03/03/00" PANELMATE 13 W'WINGNUT WOOD FRAMING SCALE AS NOTED 12 USE ONLY 3, SPACING OF FASTENERS MUST COMPLY DRAWING NuraB�R 99 -02 WITH THE SPECIFICATIONS OF THIS DRAWING, 1 2OF4 SBCCI PST & ESI FINAL EVALUATION No . 2109 EXISTING STRUCTURE 9 OR @ 12' /4' GAP AT EXISTING STRUCTURE CONCRETE, MASONARY �_ 14 O.C.OG TOP OF PANEL CONCRETE, MASONARY 9 OR 14 @ 12' OIC. OR WOOD. — Ht1STiNG� R@CUR ` ; Q - — — -- — Tr HApnklAny UR a EDGE OR WOOD, I EDG ' 1/2" I q DIST, DIST L I I 10 1'1 1 OR 1@AND 16 @ 12' OC & r L I 13 @ 12' Q.C. & I LAP JOINTS w 2 16 LRP JOINTS L GLASS I " _ 5 OR DOOR1 GLASS GLASS 1 I a OR DOOR 1 OR DOOR w EXISTING C1 I `13 @AP JOINT STRUCTURE ICONT, I 16 EXISTING ga I EXISTING STRUCTURE I 10 11 12 OR 1iAND 16 @ 12' O.C.& may � AP JOINTS 1316 @ 12'.O,C, & LAP JOINTS �� 9 10 11 OR 12 @ 12' O.C.OG STRUCTURE �I . r DGE W a w 0 9 12' OC, A .A 4 QR�7 DIST, 0 DIRECT MOUNT SECTION 14 @ a CEILING/INSIDE A WALL MOUNT SECTION MOUNT SECTION Z a 9 OR 10 @ 12' D.C. ' MIN 5 EXISTING STRUCTURE CONCRETE, MASONARY 9 Ok 14 @ 12' O.C. cis WOOD STRUCTURE 14 OR 1@AND 1�S @ 12' O,C. & OR WOOD LAP JOINTS 1 1/2' MIN, f ,528 AT PANEL MAY DE MOUNTED AT FACE OF OPENING, THOMAS I e GROOVE 13 AND 16 @ 12' OC. & J. I � 13 AND 16 @ l2 O;C, & I J I LAP JOINTS LAP JOINTS I 2 TWOMEY J = S = w a= h I 4 J ausraacg. XZ W�G� 1 I Igiwe®, ea Z w GLASS a w a GLASS z 1 ' OR DOOR 1 0 8 I 13 AND 16 @ 12' O,C, & W OR DOOR I LAP JOINTS I HAI WOOD STRUCTURE 1 1/4` MIN . 13 AND 16 @ 12' O.C. & 211,4' MAX, DATE E 14 OR BAND 16 @ 12' O.C. & OLAP JOINTSESIGN a EY LAP JOINTS 526 AT 9 OR 10 @ 12' D.C.DCJON WISE DATE O WALL MOUNT SECTION 9 OR 14 @ 12' O;C, GROOVE 0CAL A /00 sA�E As 5011 ONLY 0 WALL MOUNT SECTION Q TRAP MOUNT DRAWING NU BE 99_0 SBCCI PST & ESI FINAL 'EVALUATION No. 2109' v I1 I1.5 PANEL SCHEDULE NOTES: a a RI T -G1YTEF?—PAN£�SeHE`Dt1tE; — c3 q. ei 114-20 ID, & 7/16 LAG THREAD OJ, rj X, p UNSL4TTE , G/$ LANG WITH LIP AND 1/4-20 DETERMINE MAPANEL LENGTH.POSITIVE LOADS DESS THAN w PAN HEAD BOLT WITH 3/4' 0 HEAD, MUST BE NEGATIVE LQAD' ARE ACCEPTABLE, �. EMBEDDED 718' MIN. IN CENTER Or WOOD c FRAMING MEMBER, 2, FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT � BRASS WOOD HIGHER LOAD OR LINEAR BUSHING INTERPOLATION TO DETERMINE a U < ti ALLOWABLE PANEL LENGTHS. ti WOOD FRAMING B, USING THE SBC CODE & TESTS z'8 G USE ONLY .�.s MANGLE VERLAP OF OPENING EDGE 'Y' MUST BE EQUAL TOOR REPORTS CITED HEREIN WITH u �� "�r!F REATER THAN BUILD-OUT 'X', OTHERWISEAN ALUMINUM 2 x- 'X' x 1/16' THICK MUST BE MOUNTED WITH SPECIFIC FIELD CONDITIONS AND0� � o44 TAPCONS 12' ON CENTER TO FILL GAP, MAX. Esc .i�unn-GUT 6' SPECIFIC MOUNTING METHODS MAYRESULT IN HIGHER VALUES, WHENDETERMINED AND CERTIFIED BY A " am REGISTERED PROFESSION ENGINEER, Q y UP 1 4. THIS SHUTTER SYSTEM IS RUBBER WASHER OF 60 DUROMETER RUBBER DESIGNED SUCH THAT THERE IS NO SEPERATION FROM THE GLASS 5/8' H x 1/4' ID, x 1/16' THICK, MUST BE REQUIRED PROVIDED SCHEDULED h Z p USED AT ALL CONNECTIONS USING HOLE OR PANEL LENGTHS ARE USED, KEYHOLE OF DETAIL #1, CLEAR STORM PANEL. " EDGE CLOSURE DETAILS , 16 RUBBER WASHER No FASTENERS REQUIRED &' ® x 0 PANEL SCHEDULE x POSITIVE NEGATIVE M MAX, PANEL DESIGN LOAD DESIGN LOAD LENGTH "L THOMAS 1W W RSF, RSF, (INCHES) TWOMEY .... INDENT IFICATION 3510 los P �°Rl LOOKOUT THIS STORM PANEL IS MADE OF UV CUSTOMER/JOB PZA R2<' A 36,0 �3Q,Q 104 x �a(682 lct SHUTTERS PROTECTED GE LEXAN XL10 SHEET AND MIST BE A STAMP OF 37,033 8 1 Q WITH A 10-YEAR WARRANTY AGAINST 38,0 37,7 96 �I 4BiI244 INC. CRACKING OR YELLOWING, IT MEETS PERMANENT INK ❑R A 39 0 415 92 CLEAR OPENING NUMBER sBccl ssTD-12-99, IT WITHSTOOD PERMANENT TYPE LABEL AND � -- �v THE LARGE MISSILE IMPACT TEST WITH SHALL BE APPLIED TO THE 40,1 .3 88 SEAL STORM ORM - NO PENETRATION AND IS ENGINEERED T 412 --- 45,-] ,8 84 TO PROTECT BUILDING OPENINGS WHENSTORM PANEL IN SUCH A PANEL INSTALLED ACCORDING TO THE MFRS, SBCCI PSI & ESI MANNER THAT THE LABEL 42,3- 5 0 Q PATENT PENDING SPECIFICATIONS & INSTRUCTIONS, EVALUATION REPORT 43,4 5—& 8 5f 76 NUMBER 2109 REMAINS LEGIBLE AND V-ISIBLE 44,5 60,7 72 I�afiE , AFTER INSTALLATION 45,6 64,6 6$ DESIGNED 9Y 46,7 68,4 64 SON WISE 47..8 72,3 60 JON 48,9 761 56 0 /03/40; ,y 50,0. BQ,Q _ SCALE A3 NOTED Q PRODUCT LABEL —�•• •. _ DRA :INC NG BAR 99-02 - 4 OF 4 SBCCI PST & ESI FINAL EVALUATION No. 2100 8 IQ C„ . f � ` COMPLY WITH ALL CODES OF APPIMASwo NEW YORK STATE &'TOWN CODES �� ? UoU AS REQ RED AND CONDITIONS OF V.E z 5 �: FEi 369- �yi'' #511 11 '$OTHOLDT"NZOA NOTIFY WILDING DEPAIII�R;NT NIA SOUTHOLDTOWNPLANNINGAOAflD' 86-1018 $AM TO JNI-R'KTA #+ SOUTHOLD TOWN TRUSTEES ,z FOU DN ATpN TWQ - NS: �la`6 3 'Ni DEC :I FORPDIIIIEDCDNGl�L UNOEAWRITERSCERTIFICATE _ 50' 4" srI 5, 0 2'R000H- RaAYNG & /!'ISN REQUIRED 3. INSUUITM7N y O" 5-b t FINAL OMP.WAr. FLOOD ZONE - - ALL'CONSTRUCTION MALL mop 9E .COMPLY-W RCHAPTER"46" REQUIREMENTS FLOOD DAMAGE PREVENTION .YORK STATE. NOT RESPONINE NOR SOUTHOLD TOWN CODE. OESIGNI OR CONSTRUCTIM EINDRS. PLUMBING --------- , CERTIFICATION OF ALL PLUMBING WASTE 1 --- 1 FLOW THIMP VIah1T'S ALL CONSTRUCTION SHALL NAILING &CONNECTIONS TESTING BEFORE COVERING &WATER LINES NEED r_ MEET THE REQUIR VM SAh REQUIRED. 1 _— i_L----- OppES40FM011 — -- r, _-- — --- -- j I I �� —I I I PLUMBER CERTIFICATION OCCUPANCY OR (2) 2" X 10" USE IS UNLAWFUL I I 1 / ON LEAD CONTENT BEFORE I p ®IT2DER GGl,C 1' I I ' I J CERTIFICATEOF OCCUPANCY WITHOUT CERTIFICATE I 4 1 '� 12" DIPSIERS BE DRILL AND PDxY POR OF OCCUPANCY m GONG.PIERS I SOLDER USED IN WATER m I /2 REBAR ) I. .1 SUPPLYSYSTEMCANNOT FLow THRU VENTS Flow THRU vem n I EXCEED 2/10 OF 1%LEAD. C DO NOT PROCEED WITH I APO 00i BLO,GK AS REO'D I I FRAMING UNTIL SURVEY AT GARAGE DOOR OF'N6 I I OF FOUNDATION LOCATION HAS BEEN APPROVED: I I I I 11 1/5" Til PRO 150 - 16" all R.J. I I MAtCGH EX19TING FIN FLOOR I II T/w TJI PRO 150 - Ib" O.G. F.J. I O MATCH EXI571NG PIN FLOOR 1 9 Fx L aTINB GRA - _M, r J I 'b+ FILL IN IN/GONG BLOCK AT � `SPAP 17' I ALL EXIST OPNG 2" 96RA'fOH GOAT I I EXISTING FLOOR JOISTS TO REMAIN I NEw GONG WALLS 4 I I " I 1 1 . ADD GONG BI.OGK.A5 RBAb I I aT DOOR oPNG I I I I I I 7 f a DRILL AND EPDXY FOR ALIGN 11 /�' MI 1 !(4" X 9 I/2" F` 1/2"DRI L AND (TYP) III/./ MIGROLAM I FLOW THRU VENTS --—————————--—— I 1 12" DIA 5ONOTU51! (2) 2" X 10" GGA GIRDER i III I GONG PIERS L- -----------------.-_-..1 !�m I _ I .. .,.�J — — — — —® — — -- —I ---------� 1� L--------------e---------------I—r------- I I I X I L---_____----_____-J I 1 1------------ N _________ L--------------------I r---------------------------' I I J I L--J I I I EXISTING SUB STRUCTURE TO REMAIN I I I i I I � I I I I i - I I I I I I A 10'-,dxmd o I 51'-5" ISTING) - FQUNDAI1DN PLAN =, SGALE� 1/4" c6�EOAR�Sf6: 4 QO CO KR'AM R7F: a# EN �E�IN scy��� 1' m O W 0T 0 9 A 'RL.iC K. G H 1W A-.R.T 2.. A I A �� A >wRG'-M , LrT '1K'LLG SfrW1HF@��, NSEVVf$'sot RIL` GON5TRUGTION MAY-NOT bF AI-TEF2 p r r 4, FROM THI5' 131,M 'R'INT HITHOUT ��' � iJZ233� +G Ydp ... t 'rr NOTIFYING Af;�C-HIT�!GT 9 T 1 #F B CON5TRUCTION DETAIL.5 4 MND LOAD PATH CONNECTION DETAIL5 WIND RE515TANT CON5TRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS - \ RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER APPLY TO EACH RAFTER NOTCHED RAFTER f� \� RAFTER-TO-PLATE RT15 (USE WITH SPTH4 CONNECTOR) RAFTER --D / PLATE-TO-WALL S f UD SPTH4 APPLY TO EACH WALL STUD RIDGE O' RIDGE 2ND, FLOOR WALL-TO-IST. FLOOR WALL KLFTA OR MSTA3(o APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD Cf=1PPLE STUD-TO-HEADER RT3 OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR AD55 APPLY TO EACH SIDEWALL END 157. FLOOR-UNDER-SILL PLATE MSTA3ro OR RS16-R WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING (USE WITH 3" SQUARE WASHERS) USE THE FOLL(OWtNG OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUIFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER PROVIDE 1/2" SPACING BETWEEN THE END ,STUD AN C H O I� BOLT CONNECTION AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION FOUNDATION 518"DIA.ANCHOR BOLT RAFTER FOR ALLODUING CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATION TO TRANSFER SHEAR/ SILL PLATE TO FOUNDATION 1 STORY 72"OC CRAWL SPACE OR FOOUNDATION TOP PLATE FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION 2 STORIES 36"OC TOP PLATE o COMMON NAILS -ED (o" O,C, CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57"OC / USE WITH 3x3 SQUARE WASHERS WALL STUD fl SIDEWALL ENDWALL WALL STUD (USP LBPS58 OR BP583) TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEARUTAi.:L CORNER CONNECTION 2ND. FLOOR WALL STUD _O KING STUDS �\ 2ND. FLOOR PLATE _ CRIPPLE STUD WOOD JOIST— -0 SURFLOOR RIM BOARD HEADER BLOCKING WOOD JOIST IST. FLOOR TOP PLATES JACK STUDS -O GIRDER/HEADER — WOOD GIRDER WOOD JOIST IST FLOOR WALL STUD (D TYPICAL HEADER CONNECTION JOIST' FRAMING OVER WOOL) GIRDER JOIST FRAMING FLUSH WITH BIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS 1ST, FLOOR WALL STUD O IST. FLOOR PLATE SILL CASKET SUBFLOOR WALL STUD `O WALL STUD 0 \\ �V TERMITE SHIELD BOTTOM PLATE BOTTOM PLATE RIME BOARD \ - BATHTUB SUB FLOOR DBI-• SILL PLATES V D DOUBLE JOIST DOUBLE JOIST DOUBLE SILL PLATE (TO OVERLAP JOINTS) FOUNDAT110N WALL o FOUNDATION WALL - - D DOUR JOIST -FOR UNDER A 13ATHTU8 DOUBLE .,FOIST FOR NON-BEARING WALLS IST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORII�t� !N SC �,�: • � 23a ------- -- NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTE5 ___ WIND_ ROOF FRAMING:FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1).RIDGE-IO-RAFTER ASSEMBLY: BUILDING USE 11-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING HEIGHT CONSTRUCTION NOTES: in each end of Ilia collar tie treed not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOTAL SQ. FT, OF CONSTRUCTION TOP PLATE 10'WALL:4-8d COMMON RAFTER PRESCRIPTIVE A5 PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1) the infonnotion will liti this set of construction dorunents is related to bnsic design 2) RAFTER=IO-WALL ASSEMBLY: DE515N CRITERIA intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall conCEILING JOIST K WALL:3-8d COMMON EACH connections for rafter,ceiling or truss to top plate shall he in TOE-NAIL 1995 55C HIGH UJIND EDITION, WOOD FRAME CONSTRUCTION MANUAL for generally accepted good building practice and complianre with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attarhed to CEILING JOIST TO AS PER TABEXTT,LE 3.7 EACH FACE FRAMING ELEMENTS . 0 BALCONIES PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of Ilia building PARALLEL RAFTER WFCM-SBC LAP NAIL DECKS 40 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 2).The General Contractor is responsible for ensuring that all work an3) WALL-TO-WALL ASSEMBLY:d construction COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 meets current federal,stale,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be allarhed with uplift connections in TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (G=ROUND SNOW LOAD) 45 These codes are to be considered as part of the specifications for this building and accordance with table 3.3h.When wall studs above do riot fall in line with studs below,the _ studs shall be.attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE (LIVE LOADS P5F) ROOMS (OTHER THAN SLEEPING) 40 should be adhered to even if in variance with the plan. 2-Bd COMMON accordance with table 3.3. TO RAFTER END NAIL ROOMS (SLEEPING) 30 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER NAIL--_-- - 2-16d COMMON STAIRS 40 END First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift GAURDRAILS (ANY DIRECTION) 200 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: EXPOSURE CATAGORY responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL conslnrrtion means,methods,techniques,sequences,or procedures,or for safely the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES LOAD PATH BEE CONSTRUCTION ANDWIND PATH CONNECTION precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING -pacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing,, TOP PLATE TO PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE GENERAL NOTE PAGE specific use expressed or implied in the use of these plans. p q p P 9 TOP PLATE 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all FOOT SEE NOTE: 1 NAILING SCHEDULE SEE GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE INTERSECTIONS EA.SIDE NAIL 6).The General Contractor is to ensure that masonry or pfefabracted fireplaces meets 5).TYPE I EXl ERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL attached with Sri common nails at 6"o.c.at Ilia panel edges and 12"o.r._in the field,and HEADER TO 16"O.C. FACE 7) The General Contractor is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c-at panel 16d COMMON ALONG EDGES NAIL such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with die length requirements specified HEADER __-- t I it table 3.15a-b. TOP OR BOTTOM 2-1113d COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken into account during construction. ).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL FOUNDATION NOTES: 't !ype II exterior shearwalls shall mea►the requirements of table 3.15@-b fillies BOTTOM PLATE TO:es the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL- PLUMBING RISER DIAGRAM length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2� 1).The General Contractor and Mason to review plans,elevations,details and notes to determine intended heights of finished floor(s)above typical grade. 7).INTERIOR.SI IEARWALL CONNECTIONS: FLOOR F RAM I N G: - Allowable sidewali lengths provided in table 3.14 shall he permitted to he increased when NAIL NAIL 2).All footings to rest on undisturbed(virgin)soil. I!,iterior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES 2.4.4.2 and 2.2.4 respectively. 3).Provide 1/2"expansion jnint material between concrete slabs and abutting JOIST TO: PER TOE 4-Sd COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: _- SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in acrordance BRIDGING EACH TOE 4).An new concrete walls beim attached to existing concrete structure shall 2-8d COMMON Any 9 9 with table 3.5.Window sill plates shall be have steel connectors it)accordance with table TO JOIST END NAIL FIRE PROTECTION SEE FLOOR PLANS he installed with#4 re-bar, 18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING 2-Bd COMMON EACH TOE (SMOKE t G02 DETECTORS) 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be q).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,Ilia rafters shall either be notched and BLOCKING TO: EACH TOE 3-16d COMMON ENERGY CALCULATIONS RESCHEGK 3.5 RELEASE I to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6)-Crawl spaces to be provided with a minimum I Wx24"access opening.Install one attached with the above requirements. _ TO BEAM 3-16d COMMON JOIST NAIL (� 8x16 cast iron foundation vent for every 150 sq.ft.of area. ------ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE 3-8d COMMON 7).Dampproof exterior of foundation with bituminous coaling as per section R406 of --- --- - -- - -- TO BEAM JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD N.Y.S Residential Construction Code.A 6 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON- - HAZARDS T_ JOIST NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED O JOIST BAND JOIST TO: PER TOE NAIL MODERATE SLIGHT TO 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be be 200,bolted to each post with washers and nuts. 2-16d COMMON 45 LBS. 120 B SEVERE 4 FT. 11 NONE - Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 TO HEAVY MODERATE _ FRAMING NOTES into concrete with a minimum 112"dia x 7"long anchor boil with washers and nuts. ROOF SHEAT,I EATH I N G:_ 1).All iraminp techniques and methods as prescriptive design of 1995 SBC High Wind 3).posts supporting girders shall be anchored to a 11702"x`12"thick concrete footing. JOINT DESCRIPTION QTY. SPAC IN NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor boll with washers and nuts.Footings Shall - be 4 ft.below grade. STRUCTURAL PANEL gd AS PER TABLE 3.6 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. _- _ WFCM-SBC AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. C E I LI NG SHEATHING: 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted NAIL NAIL INTERIOR ZONE 8d COMMON @ 6"C.C. 8d COMMON @ 12"O.C. SEE NOTES: 1 (BOTH FIELDS) g P 5).A minimum of 10 inch flashing shall be installed between Ilia building and ledger. JOINT DESCRIPTION NOTES NOTE:2 FOR PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolls with washers and nuts QTY. SPACING where needed. GYPSUM 7" O.C.EDGE GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON @ 4"O.C. Sd COMMON @ 4"O.C. SEE NOTES:1,3 4).Unless otherwise noted,all bearing wall headers to be(2)200#2+BTR..Doug.Fir. 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a rninimun 6"above grade. WALLBOARD -` 10"U.0.FIELD NOTES openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL S H EAT H I N G: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. _ openings-Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NOTES _ QTY. - SPACING 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, and blocking where applicable. 8).Covered Roofs shall be assembled arid anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 the 4 foot perimeter edge zone attachments required shall be used. 5).All flush beamsflheaders to be installed with heavy duty galvinized hangers and - - ------- -- PANELS WFCM-SBC 3"O.C.EDGE 2).Tabulated 12 inch o nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.anchors where applicable to all connecting joists. PLUMBING NOTES 7116"OSB 6d COMMON For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches O.C. 6).Double up floor joists ander walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C_FIELD Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For on plans. WALLBOARD 10"O.G.FIELD framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Verify septic system with the Engineer for Suffolk County Health Department approval FLOOR H� H N G 7).Provide blocking/bridg't.�g in floor joists at 8'0 o.c..Use solid blocking in floor joists - I- under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION NOTES .provide adequate bracing and plates to protect and secure the structure.Verify with the _ _ QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 8).Provide insulation battles at eave vents between rafters.Install draft blocking as slate code arid manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE needed. 1"OR LESS ed COMMON 12'O.C.FIELD SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES _HVAC SYSTEM NOTES NOTES: AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 9).Unless otherwise.noted,all roots and walls to have a minimum 112"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SEE NOTES:1,3(BOTH FIELDS) requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF NOTE:2 FOR PANEL FIELD 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advanlech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with lire MENTIONED IN SCHEDULE NOTES ONLY. INTERIOR ZONE Bd COMMON @ 6"O.C. Bd COMMON @ 12"O.C. SEE NOTE:3 adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing NOTES 3).1IVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.It wall sheathing 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls arid Contractor and owner for final review arid approval. is nailed 3"on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building ------ --- -- shear capacities,nailing requirements for structural to have regular 112"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall such as shear plates,shall be used to maintain load path. be used. 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S. Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 2 All electrical work shall be approved b a qualified Underwriter. members,the tabulated number of nails shall be permitted 6>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. torch down type material over. )• pp y to be reduced tot -16d nail per foot. 13).All sill plates arid wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Garbon Monoxide detectors throughout as per section R317 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. be installed with a foarn sill gasket and cop-r-lex termite shield or approved equal. of N.Y.S.Residential Construction Code. ,` IN S 02233q �o �cot Ns� 10, I •. l f 1 1 N, i f A� I atiII TE Her AT q'-P" 51-0" HI,6H:HANDRAIL ' - 4 IISAI.LISTER5 28X 10" G ..1. 1 (u9 p 17'.1) N 2ft X 10" 16" 04. R;Ra d Q 2I"X 6" GEDA5 DEOIC@R•J• 45-P4 055 -20 154 EXIST EXIST ///r^--�\ r - 2432 ) 13/4" X Q I/2" W/ X 9" FLITCH F LAlE6lemmm - L ® 00 (----J \ / III W j---- 4" X 6" POSTS (TYP) I D IHW �, NEW SHOYIF2 1 - Ot - REP I t�q � I ., uT1L I I W BATt4 00 .5LTCHO I ? 2' b�_211" *. 7 1r -9I ^, aATM I I Q I I 2) 2666 h N611 .) s6" LL J OWN STAIR I _ _ EXISTING RIp69 EX15T 8'+0+ G{:6. HeTr I I P4 t OIN1NO ROOM I I { QSIFORCOM #2 • - " II 1 ro 1 Qo II III „ ,1 I. I I V 4 X b Pp5T " Q WALLS TO 8E REhIQ�BD I li h K I (� 2" X 101i HDR I. (2) X 10" HDR (2) 2 X 10 HD (5) 15/4" 9 1/2" W/ (2)'W4;" X 9" R.ITI H T$5 — rr - - 8066 5LDR ama POW 8068 SLDR 24 10 2 X'10" 16" O.C.. Q .J. , „ FMRC2ALQ$ PLATE H6T AT 9'-O" 2y X I0" - IB" O.G. R,RR . (2) 2" X IO" HDR - �� i EX15T 71 . FYISTI_ FL nRrx _ EXIST DEOIC JQISTS?D REMAIN NEW I" X 6" GEDAdY DE AI 5'-0" HIGH HANDRAIL 4 6ALL45TER5 '1 I ;) l� 4'-101/4" 10'-6" 161��r 24'-414" -Op 55'-4" (EXI5TIN6) 27'-O" MN 6W-4° I R5T PLOO .R PL6N aN Ctr+T94ea-4ff SGALEI 1/4" P-O" tib�y_� �Y - - � � d MA•F2,K K 9H,hlAFt'.T � "1!10. V0 � BA'Y. I E! Nei cm-,' 1 � 4R, EW' Yb1RK 1.o 11 RUG .ON MA f NOT . AL'' � a4 A -41'yy � � � � 7 RQM��TH ' $4', [ #N7 kklhllUT ' 12P. ate J223 ��° .,,,�,,. . ', ' - '. ' I u� YI'I pfA,FdGMjr- i�1 " .. _'m _..,_ .. _ ..., . -_. __ ...� -,. .....d�,..._..,.. ..�.._..,.�.)�.. " .,._..:�__. ....,., :,.a...".,.. _,. , W._.� .. :vb-.l"1„___.d:. _.. . a. . . .........._.,.�:,.. , 1 C,�1 I<I, log ,.I N Ex1ST - ME , , SOUTH ELLE VA, _T1 ON acn N E�t15TI e BAST EXIST t7i PIN 15T P� 1W-O" MEN WN5TRU°TIOW Id'-0": P1EC+1.r i N O R T H ELEV AT 10 N I N G B: m a0UT'�fd ' ' H' Y0R J aI CN9TRU4TfON MAY NOT 15E � T J$2LR � o3 °o-)POvl, THIS 11A!Fw r4.Rbg Y } ., 0 f.N. ' NOIrl lsY IN� AR�uMVIGT� �� . r : ' 1m•nrr m �^'LDji 07) , 1 I I E EXIST EXIST HE ST E LE VAT I ON ao � o Lis FIN IST rL EAST ELEVATI ON a£ Al I]ItfE': +F +.o,-off , . J tidN syA, 1fR-A\.M AE S. I::p � >��„f , l a I o Q W'E$ T L A R,,"f 5Q:UT'M , N Q.LDEW ,YQR.K' Q All OONSTRUC.TION MAY NOT 8E ALT P4-0 a� a X alar rau1 N4. FROM THIS BLUEORINT WITHQ - iia - 4181! T� NPTIFINCA Alt"�HITOT UT t oM233 �° N6 HEk�' 4, { r I., it 1 : It 44 .r IWa4',N � ' AR r _ _ d6lino . der �`�F4Fk« " ,Al � 1, Tt15 " .4 MI' m a ^ 'Isv ,A► u PITOH'TO MATGH" XdR" MOMg In $ EX �, / / FITC,,fI�T�Q MATCH 2" X 12 RIDGE rl I� tMF` ;Yiv ' i-�D191 ` TGN S MATGH �� x l4" ' 76" O.G. - �, °*' y OF 74 y. M, , .. ISTINS 4"'X IO" - IBn;O&. PI _ ^T ROOF RAFYERS 1148 H7,G6TiNB Ul b Lauf, �r / / 't1Opl 'RArERS SHIN18J.�6 Ff} MATGH FXISTINS � � � 4 0�1��1��� "d ,^ . 2' X 12" RIDGE _ - 1/2 111111„ROOF 0066HIM "' ' - aaMO.G. coLL4rt ,. 3d1E#JmEJtMaPPAPIETt r=- — ^—�-�> ciI� hyr6tz ala / / _ I A. A114, " POR[.:M R[50F I I '`, I I NW16 3 X 10°- _ _ __ rto _ i t6hiw% IONrh11tM4 rp r `ig / _-- __I.—____— . II �961h , ,d,�ati!+L o4 6XteriWr . � r Nalae aaf ondlf u it II IF s{P 11te ru4ArioN rs� 1 r" xlallrz i + �, { � .Amal Orn, na 4wu W1 ` I fel 1 " q us^ w �u + " x ° t 1TGH PLAT �_50FFITS ANP FA61A I I r' 7'. h t1 4h plher�MddiFlony w X A' FL)TGH P � I - n.) _ - n � I15ilYqI�Sb�d ,qll' I I 1 µ1A GH l , pdrprrMlhe 1p 'to** a:or�eo 9ISTITO I .I - - 19 p a"' �d Cti r phot! 06 M,06,01All MA�pr�NLt.AN >siprtee ism sIDINe TO MtercH Fclsrus I I I I':, +� rp�kA'dl:w clod rd' I 2 X k - 16 o.G. WALL STUos I I IFIRfit'L:AGE,I " MO - 1I; I I I I 15r GUIATION N TIONF„ I I I pt��enYA, f dnd d ,filQfi SiP R-IA C 0011 kt tt iia o �3 aGalh 2YzhA. " 1 1 I I I '" I: . �+ 1 17M E7D ppr U t R-30.INSULATION �R.wl f3RA!E' II Y/$" Til PFtA 150 16 O.G, F:J.EV4" Pi It 11 It ALl T�.RMITE PI,A6MIN6 FLOW'THRU VENT I I — " MAYOH EXISTING PIN FLOOrR � I RAT4H GOAT, .. ___— -J L____._ AtI k pt�p1C lmrwthe, q.E,. ' M �r"kia Cn r`py"aly euGfi Q 11 iramaanG! „ _.,'� rpt oda n gUltirl yitt ora r,4 x�6" � I GONG FTS. kV yAY "' X 4" KEYWpl � mb �+� Im ppf�ry7dxlan Nrf�,'1"WM Ow1fIIr1O 8p1AGb 4 g i lNha70 . � 'iffr. p ' 9 111 Fri on J h, R O O F P L A N 6. Ao' .u, erg IoW on� SCALE. I%6° 5 I' O° 17, I�kS TLJOMX41 l_-.IWIT' t PI — ' S E C T I O N �E 4p 4'�, nd-II� LmI' ' r .74 (S[00 �A'rey�? qo Ll 5G1 I/4" a I'-O° VI� � L �� - f piling n too * . '' 'A�rD a.�tucp asap +ahk4ky t Aa^ nc"viiagmlp VIC 00ay - C4. Iw (0 ill' i I aMf/g f!a ydr g 000t&to I* MAVI&Ad Mew 1q k..9bErl l"�ergy Gada,dokad I 'th L. it Pit Own, bI0lar1n * id e.w�n'pktlypr1lKNg,:: odor 5HIN04t6 TO MATC44 r:XISTIN6 Qffid A rdq 14. 1101 OOd ROOF OEG,K ;I$ All windows to ba.th►rmpl VIWI�ItMd Wtlp ElUILDINS PAA#,;R 16 lilr Amhltrot no pill Apr 6Jm aan►bvatlan moans, mYlkModera9a1 utidtY,pr n�{,,� ar,p�jbe tm 1,>x ppq�ra-Dilor 12 dad i1yrin p� do WiNi klr9' cIF 't "o !u'14.nP`W SIR^Sw' o" 4 M p1 bW far a s iig usb ml In nsq'.v'cnA we �- 14. 'rbrkb'acgr to ygr!N!g�all dha>¢7i1Mw tnffdrq ste�aipllg " oonstruE"tloh 00 ndt b,604Ldngi.1 Fpt10H;0, Y Ione vnly. SIDINS TO MATCH r;xisTINS - I> Z" x 6°'- 16" OL. WALL. STUDS 15R BVILDINS"PAFEF2' - it �11 11 11 11 it t Q EXISTING SIMninii - 11 in 5EGTI ON %ALEi 1/4" p I'r0" . aDATE �, ♦IN SC is r a € t G r Ni; L rpt w w r a I nFro Y w Y �li a �NAi7' Lht�. pT" 7 r. •n Y,oRK, `' r , cures; N1101ft GONSTRUGTION MAY NOT 5E AL,TMEiiia pox-* ` P r. a o _ bql 410 . FROM THIS BL.rH1T IrINT GT'WIT IdWT .�T` 2233� Lr. dTIf�YINCi elRHITEG 9I! E h '-A k"di" n ei. ls,,.. UeImllu:.�l.�m-. 1 � ol oor, —_- .ANN KIS DI IINN6, ROOM WE5T iELEVAT l0N 50UTH ELEVA1lQN SONZ 1/6" P-O" scMlrer' VL" ., r s s &ABASE LIVING ROOM - in 0 -n EAST ELEVATION "mop ke EAST ELEVATI ON N0 T EL 11! I N SCALE. 1/6" - V-O" geAL'E.,' It9° ?' o y ' a. Li yy yy�w y INs K,Rt* kv,S I o " G`' ` �I�>IF 11J u a Mei , 15« 5�r H 'w T,'i a I a, LP W: SP dO'O K H LTA r _T I . d• ,.' F.0.'rlvx 9100,; GONSTRUGTION MAY NOT'BE, ALTET I7 a e i3r�rktclriC,NrY ,1 bR' FRPM THIS ' E 0 =i 4I�e NOTIFYING fRDINT WI'THtpUT J2233 � . TELT iNTI 7, r.. '.':,x�...oi.. , �, .,._•_�.f;�xwa,r,.du,r�'.i,:....1 x�aas" ' R�mytir,..iw4•,i�ac •'u , a"�,.<i ��..yd�.,^�v_ ] '..'.�:.:. . .,..: Ww�,n"vi..v,.....�wli:':.":..�... X ...s.w� ..:�.;u€"�'a�.e:+J..'J�