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Home My WebLink About28788-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30531 Date: 11/04/04 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 1300 GRATHWOHL RD NEW SUFFOLK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 4 Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 7, 2002 pursuant to which Building Permit No. 28788-Z dated SEPTEMBER 30, 2002 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 ADDITION, ALTERATIONS & DECK ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN & JOAN DOHERTY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0154 08/17/04 ELECTRICAL CERTIFICATE NO. 1120911 05/14/04 PLUMBERS CERTIFICATION DATED 06/24/04 MATTITUCK PLUMB.&HEATING r /ttxrizecf Signature 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. 28788 Z Date SEPTEMBER 30, 2002 Permission is hereby granted to: JOHN & JOAN DOHERTY 133 KOHR ROAD KINGS PARK,NY 11754 for ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR FLOOD PMT FOR DECK ONLY at premises located at 1300 GRATHWOHL RD NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0004 Lot No. 007 pursuant to application dated JUNE 7, 2002 and approved by the Building Inspector to expire on MARCH 30, 2004 . Fee $ 721 . 30 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 7 20 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. v New Construction: Old or Pre-existing Building: ,/ (check one) Location of Property: 1 30 0 /4 7—Y WO L /1/F!{J &U�D House No. I Street Hamlet Owner or Owners of Property: JC)h n/ Suffolk County Tax Map No 1000, Section /17 Block_ Oc)o 4/ Lot 007 Subdivision Filed Map. Lot: Permit No. o? 7� Z _Date of Permit. ,3o d Applicant: \D A., Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ O^ Applicant Signature CC) ;t Town Hill, 5l0A5 fvlaln flood (51r,) 7��•19? P. 0. nox 1179 ` 1 ',.;I (i'laphon9 (515) 7rr,.1e1)2 Snullsuld, New York 11971 OFFIC5- OF THP- BUILDING INSPFCTon TOWN Of' SUUT•I (OLD R T I F I C n T 1 0 U DATE : Duild.ing Permit No. Owner ( please pr.lrlt) Plumber! TvC (plense prink) I certify Heat the solder used in the maer, supply sy:; tQm contains loss than 2/10 of 1 % lend . �( f�'IrIIn1�Rr.q Ulynnt.11r-�j Sworn to before me this d i y o C Notary Fublici ._ ._ •_ cr.)Irlll'y r.�. Notary „s York P:n.4795;fS �ualitiod in Suff 'k County God Expires June 30,20-0-7 2 co 5 r BY THIS CERTIFICATE OF COMPLIANCE THE L S NEW YORK BOARD OF FI 5 5 RE UNDERWRITERS 5 S BUREAU OF ELECTRICITY �S �j 40 FULTON STREET — NEW YORK, NY 10038 S S S SCERTIFIES THAT 5 55 5 Upon the application of upon premises owned by 5 5 5 JOHN DOHERTY JOHN DOHERTY1300 5 5 S NEW SUFFOLKOHL N.Y.R10AD 1956 K ry KOHR ROAD S GS PARK, NY 11754 e5 r5j Located at 1300 GRATHWAHL RAOD NEW SUFFOLK NY 11956 5 5 5 5 Application Number: 1120911 Certificate Number: 1120911 S 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 55 5 Described as a Residential occupancy, wherein the premises electrical system consisting of S electrical devices and wiring, described below, located in/on the premises at: cj 5 5 5 Basement,First Floor,Second 5 Floor,Attached Garage,Outside,Attic, S 5 SA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 5S Day of May, Nane QTY Rate Rating CircuiTi5S 5 5 Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide L5Cj Sensor 6 0 Smoke S � Appliances and Accessories CCj, 5 Cj Oven 1 0 50 Amps Dish Washer 1 0 1.2 KW 5 5 Exhaust Fan 3 0 5 5 Hydro Massage Tub,Residential 1 0 5 Furnace 1 0 Gas 5 Air Conditioner 1 0 24.000 BTU 5 5 Air Conditioner 1 0 18.000 BTU C 5 Panels i 5 5 1 50 9 5 Wiring and Devices 5 Outlet 88 0 General Purpose 5 Receptacle 51 0 General Purpose 5 Switch 58 0 General Purpose seal 5 Outlet 58 0 Fixture �5 5 Continued on Next Page 1 of 2 5 5 5"This rtificate may not be altered in any way and is validated only by the presence of a raised seal atthe location indicated. Ell ° a 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD F 5 S O FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 S 5 Upon the application of 5 upon premises owned by 5 S �5 5 JOHN DOHERTY DOHERTY 0 GRAPHWOHL ROAD 10HK 135 5 OHR ROAD NEW SUFFOLK 5 N.Y. 11956 KINGS PARK, NY 11754 5 5 5 5 Located at 1300 GRATHWAHL RAOD NEW SUFFOLK, NY 11956 5 c� SApplication Number: 1120911 Certificate Number: 1120911 5 5 5 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of rj 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, c� 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 14th Day y'2004.of May, S 5 Name OTY Rate Rating Circuit Type 5 [5rj Fixture 58 0 Incandescent 5 � GFCI Circuit Breaker 2 0 20 amp 5 Receptacle 1 0 20 amp Laundry S 5 Dimmers 2 0 5 5 Paddle Fan 2 0 5 5 5 Receptacle 11 0 GFCI 5 Disconnect 2 0 Air Conditioner CjJ 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 c b Meters: 1 5 S 5 5 5 S S . 5 Sea. 5 S S 5 2 of 2 S 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 Iii]VLP Sv BY THIS CERTIFICATE OF COMPLIANCE THE 2 V ! 5 5 NEW YORK BOARD OF FIRE UNDERWRITE S 5 RS S S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c5 5 CERTIFIES THAT S 5 5 5 Upon the application of upon premises owned by S 5 S SSJOHN DOHERTY JOHN DOHERTY Ij 133 KOHR ROAD 133 KOHR ROAD S SKINGS PARK, NY 11754 KINGS PARK, NY 11754 c� 5 Located at 1300 GRATHWAHL ROAD NEW SUFFOLK, NY 11956 5 5c 5 �j Application Number: 1120911 Certificate Number: 1120911 S 5 5 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 5 S Described as a Residential occupancy, wherein the premises electrical system consisting of Cj 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, 55 Srj A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 14th Day of May,2004. 5 5 Name OTY Rate Ra U Circuit Type 5 5 Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 Sensor 6 0 Smoke L; LSA Appliances and Accessories 5 5 Oven 1 0 50 Amps 5 Dish Washer 1 0 1.2 KW SExhaust Fan 3 0 F.H.P. 5 Hydro Massage Tub,Residential 1 0 5 5 Furnace 1 0 Gas Air Conditioner 1 0 24.000 BTU 5 Air Conditioner 1 0 18.000 BTU 5 Panels 5 5 1 50 9 5 5 Wiring and Devices 5 5 Outlet 88 0 General Purpose 5 Receptacle 51 0 General Purpose Switch 58 0 General Purpose Seal C 5 Outlet 58 0 Fixture S Continued on Next Page 1 of 2 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 ° v 1pr � o SBY THIS CERTIFICATE OF COMPLIANCE THE S S NEW YORKS 5 BOARD OF FIRE UNDERWRITERS S S BUREAU OF ELECTRICITY �5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 SS SUpon the application of upon premises owned by S 5 5 SSJOHN DOHERTY JOHN DOHERTY 5 133 KOHR ROAD 133 KOHR ROAD S 5 KINGS PARK, NY 11754 KINGS PARK, NY 11754 5 5 5 Located at 1300 GRATHWAHL ROAD NEW SUFFOLK, NY 11956 5 SApplication Number: 1120911 Certificate Number: 1120911 5 S 5 Section: Block: Lot: Building Permit: BDC: 5 5 NS11 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of Cj C electrical devices and wiring, described below, located in/on the premises at: rj SSS Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 Sherein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having.jurisdiction, and found to be in compliance therewith on the Day of S 5 14th May,2004. S 5 Name OTY Rate Rating Circuit Type 5 5 Fixture 58 0 Incandescent 5 5 GFCI Circuit Breaker 2 0 20 amp 5 5 Receptacle 1 0 20 amp Laundry Dimmers 2 0 C�+j 5 Paddle Fan 2 0 5 5 Cj Receptacle 11 0 GFCI Disconnect 2 0 Air Conditioner 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes S Service Disconnect: 1 200 c b 5 Meters: l 5 5 5 5 5 S S sea/ 5 S 5 2of 2 5 5 S Pail This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 ° u, ° Federal Emergency Management Agency Washington, D.C. 20472 September 4,2002 MR.GARRETT A.STRANG,R.A. CASE NO.:02-02-1490A 1230 TRAVELER STREET,BOX 1412 COMMUNITY: TOWN OF SOUTHOLD,SUFFOLK COUNTY, SOUTHOLD,NY 11971 NEW YORK COMMUNITY NO.:360813 DEAR MR.STRANG: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being;equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map,the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. Sincerely, Matthew B. Miller, P.E., Chief Hazards Study Branch Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region SEP. ( 6 2002 g BLDG.DEPT, TOM_F SOUTHOLD Page 1 of 2 Date:Se tember 4, 2002 Case No.:02-02-1490A LOMA Federal Emergency Management Agency Washington, D.C. 20472 e o LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK Lot 7, Block 4, Section 117,as described in Bargain and Sale Deed, recorded COMMUNITY COUNTY,NEW YORK in Liber 11775, Page 789,filed on May 29, 1996 by the County Clerk, Suffolk County, New York;the portion of land to be removed from the SFHA is more COMMUNITY NO.:360813 particularly described by the following metes and bounds: NUMBER:36103C0501G BEGINNING at a point along the southerly boundary of said described property,,said point being the following courses and distances from the AFFECTED NAME:SUFFOLK COUNTY, intersection of the northerly side of Fisher Road with the easterly side of MAP PANEL NEW YORK Grathwohl Road. (ALL JU RISDICTIONS) DATE:0610411998 FLOODING SOURCE: WEST CREEK;GREAT PECONIC BAY APPROXIMATE LATITUDE 3 LONGITUDE OF PROPERTY:40.994,42A811 SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 4.0 DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FLOOD FLOOD GRADE ELEVATION SECTION FROM THE ZONE ELEVATION ELEVATION (NGVD 29) SFHA (NGVD 29) (NGVD 29) 7 4/117 - 1300 Grathwohl Portion of Road Property X(shaded) 8.0 feet _ 8.1 feet Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) LEGAL PROPERTY DESCRIPTION PORTIONS REMAIN IN THE SFHA SUPERSEDES PREVIOUS,DETERMINATION" This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the described portion(s) of the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This document amends.the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map;therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O.Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nftp/. Matthew B.Miller,P.E.,Chief Hazards Study.Branch Federal Insurance and Mitigation Administration Version 1.3.3 MX173012003K4284LOMAK4284SPF2 Page 2 of 2 Date: September 4, 2002 Case No.:02-02-1490A LOMA Federal Emergency Management Agency Washington, D.C. 20472 0 0 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) 1) Northerly along the easterly side of Grathwohl Road 291.51 feet to a point and southwesterly corner of said property. 2) South 70 degrees 06 minutes 20 seconds East 90.05 feet along the southerly boundary of said property to the Point of Beginning. Commencing the following courses and distances; North 44 degrees 00 minutes 00 seconds West,41.86 feet to a point. Thence North 13 degrees 09 minutes 03 seconds East, 27.53 feet to a point;Thence North 34 degrees 37 minutes 45 seconds East,28.32 feet to a point;Thence South 76 degrees 33 minutes 57 seconds East,34.37 feet to a point;Thence South 68 degrees 12 minutes 00 seconds East,62.00 feet along the northerly boundary to a point and northeasterly corner of said property;Thence South 21 degrees 48 minutes 00 seconds West,75.00 feet along the easterly boundary to a point and southeasterly corner of said property;Thence North 70 degrees 06 minutes 20 seconds West,60.00 feet along the southerly boundary of said property to the Point or Place of BEGINNING. (Area 7158 square feet) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) This Determination Document has removed the subject of the determination from the Special Flood Hazard Area (SFHA). However, portions of the property may remain in the SFHA. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. SUPERSEDES OUR PREVIOUS DETERMINATION (This additional consideration applies to all properties in the LOMA DETERMINATION DOCUMENT(REMOVAL)) This Determination Document supersedes our previous determination dated 12/28/2001, for the subject property. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http:/twww.fema.gov/nfip/. Matthew B.Miller,P.E.,Chief Hazards Study Branch Federal Insurance and Mitigation Administration Version 1.3.3 MX173012003K4284LOMAK4284SPF2 I SOUTHO D TRU TEE Ll S S I Issued To Date. Address _AF__ IWJLd"2� 4� �. Nylo THIS NOTICE.MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD,- N.Y. 11971 TEL.: 765-1892 I s. Board Of Southold ' Town SOUTHOLD, NEW YORK "`` ... 2002 ' �s PERMIT NO. ... .... DAT : ..111oy.,....2.Q,...2001 Y ISSUED TO ...........JOEi,N...P......&..:.J.QAN....D-OHERTY :a a, 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 « �s State of New York 1.952; and the Southold Town Ordinance en- State titled ."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 ...N•aveniber 20; 2001....:., and in consideration of the sum of $.......2{1.0.,.p fl..... paid by •, ..Czarr.ett...A.....Strar�g, Arc'hiteet/'A'gent o11 fiseh�lf 6 "J f: i & Joan DohertySouthold, }}e of ...................................... ................................................. N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the following: Wetland Permit for addition and alterations to existing single family residence including front porch and second floor addition- roof drains and drywells to contain roof run-off on their own :y propeat .accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees Mere- r by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. } Ln t Trustees Ea— j.�ti•' t< ti �- Rt TERMS and CONDITIONS t The Permittee residing at 1400 Grathwahl Road, Near sli#nik, NY - N. Y, as parr of the consideration for the issuance of the Permit does understand and prescribe to the fol- lowing: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of sults arising directly or indirectly as a result of any open- atiou performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all'such suits.'initlated by third parties, and the said,Permittee assumes full liability with respect thereto, to the complete'excluslon of the Board of Trustees of the Town of Southold 2. That this Permit Is'valid for .a period of : 2 4 mos. which Is considered to be the estimates time'required to complete the work involved, but should dtt'etmstanees warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to•maintain the structure or project involved, to provide evidence to anyone concerned that auth-orization was originally obtained 4. That the work involved will be subject to the inspection and approval of the Board or Its agents, and non-compliancewith,the provisions of the originating application,.may.be cam for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herrla authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beads between high and low water marks. 7. That if future operations of the Town of Southold require the.removal and/or alterations . in the location of the work herein authorized, or if# In the opinion of the Board of Trustees, the. worse shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due.notice, to remove oralter this work or project herein stated without expenses to the Town . of Southold. 8. That the said Board will be notified by the Permittee of the compledon•of the work auth- orized. uthorized. 9. That the Permittee will obtain all other permits and consents that may be required sup; plemental to this permit which may be subject to revoke upon failure to obtain same. i t . .,_ hl -n HMI. 53095 tlaiii Road T. TERRY P O. R<I\ 1 17n TOWN CLERK SOU111()1(1. Nckk' York 111071 �✓ cC��" Fax (5 16) 765.1 R23 REGIS(RAR OF VITAL.STA-nS11CS O, MARRIAGE OrrICER - � Tcicrhonc (5161 765- Ixc►I RECORDS MANAGEMENT OFFICER '/Ol a FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area [C/C(93)] . BL::G. DEFT. TOWN OF SO:J i►+OLD �Ju T. Terry Southold Town Clerk August 25, 1993 APPLICATION _ PAGE I of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS (APPLICANT to read and si6): 1. No work may start until a permit is issued. 2- The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BES F MY KN WLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE SECTION 2' PROPOSED DEVELOPMENT (To be completed by APPLICAN n NAME AD D R ESS TELEPHONE APPLICANT BUILDER ENGINEER PROJECT LOCATION: • To avoid delay in processing the application., please provide enou¢h information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. FDP(93) APPLICATION PAGE 20F4 DESCRIPTION OF WORK (Check all appbcablc boxes) A. STRUCTURAL. DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ w Structure 0 Residential (1-4 Family) ldition O Residential (More than 4 Family) IIS Alteration ❑ Non-residential (Floodproofmg? ❑ Yes) O Relocation O Combined Use (Residential & Commercial) O Demolition ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yu) ESTIMATED COST OF PROJECT SS B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill O Mining ❑ Drilling W'Grading 0 Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work). ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) O Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATORI The proposed development is located on FIRM Panel No. Dated The Proposed Development- 13 Is FM located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)- 0 Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed devclopmen( is located in a (loodway. FBFM Panel No. Dated ❑ Sec Section 4 (or additional instructions. SIGNED DATE APPLICATION �! PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft.'NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or - architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A.❑ Is B. ❑ Is not in conformance with provisions of Local Law . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the, Board of Appeals. " APPLICATION PAGE a OF a APPS-AI-S: Appealed to Board of Appcals? ❑ Ycs ❑ No Hearing date: Appeals Board Dccisioo --- Approved? ❑ Yes ❑ No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADA1INISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? DYES ❑ NO DATE BY DEFICIENCIES? DYES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCE(To be completed by LOCM. ADA4iNISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECLAI. FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A• COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED ' SIGNED: DATED: C/C(93) Applicant Date Owners Naive: f Mewed: /O � Architect 0 Date Cngi peer: Submitted: 6 7 OL SCTM #: /, Dis(rict: 1000 Section: 1/7 Block: `� Lot: Project f� , 1 Subdivision I..ocadon: r3c) © cZQ 1til.tJr'��n ( j 1V, .• _ Name: Single &, separate Required certification. Yes /No Y. Req. O key, --- Coning 1)islricl: C `' (l of size: iiclual:� ao - I (Col coverage pd./6 I'roposcd Req. _ t / Req. / / , Re-q. r (('root Pard_Proposed: ( (Side Yardt j Proposed!_ ) (Rear Yard 36 __ Proposed Project Description: I-c�. 1 AGENCTERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health.Dept. New York State D. E. C. I Town Trustees Town Zoning Board.approval: Town Planning Board approval: ✓ Flood Plane Elevation??? Flood Zone: f U. JA -74 �t { - .a flz- ,. ®� AjA� CANTILEVERED DECK JOIST TJBeam(rM)6.04SerfalvN .700200&5404 1 3/4" x 11 7/8" 1.9E Microllam@ LVL @ 16„ o/c UserPagel Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.4.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:15'9” a; 0171 o it 7'5 314" 2'114" 6'3" = Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):0.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 60.0 15.0 7'8 1/2"To 15'9" Replaces DECK LOAD SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Microllam LVL 7.00" Hanger 19/58/0/77 1 11.88" N/A H1:Face Mount None beam Hanger 2 Stud wall 5.50" 5.50" -794/-76/-870/-870 N/A N/A N/A B1:Blocking 1 Ply 1 3/4"1.9E Microllam® LVL 3 Plate on steel 5.50" 5.50" 1214/262/0/1476 N/A N/A N/A E1:Blocking 1 Ply 1 3/4"1.9E Microllam® beam LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger,131:Blocking,E1:Blocking HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger IUT9 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face:8-N10,Top N/A,Member:2-N10 ,i , b; r PROJECT INFORMATION: �bPERATOR INFORMATION: 1300 GRATHWOHL ROAD Jim Oliver BLOCKILOT#1000-117-4-7 TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright C 2001 by Trus Joist, a Weyerha user Business Microllam• and Microllam® are registered trademarks of True Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C,\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\CANT. DECK JOIST.sms f ®!�4_2_'fVr CANTILEVERED DECK JOIST Vim/ .. TJ- 16.04se�,'N :70oWsa04 1 3/4" x 117/8" 1.9E Microllam® LVL @ 16 o/c Page z Er4ne28:14:42 AM Version:1.44.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -990 -947 3948 Passed(24%) Lt.end Span 2 under Floor loading Moment(Ft-Lbs) -1574 -1574 9281 Passed(17%) Right OH under Floor ADJACENT span loading Live Load Defl(in) 0.056 0.324 Passed(2U999+) Right OH under Floor ALTERNATE span loading Total Load Defl(in) 0.070 0.648 Passed(2U999+) Right OH under Floor ALTERNATE span loading TJPro 70 30 Passed Span -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Uplift exceeds 200 lbs for total load. -Uplift exceeds 200 lbs for unbalanced load. -Deflection analysis is based on composite action with single layer of 19/32",5/8"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:3.01 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others(QA7R-G-rT STTL AML9 )and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -Cantilever length is greater than 1/3 Member Length -Cantilever length is greater than 1/2 backspan length. -Live load on portion of joist area is very low. Operator Notes: GARRETT A STRANG,ARCHITECT 1230 TRAVELER SOUTHHOLD,NY 11971 ATTN:GARRETT STRANG PHONE:631-765-5455 FAX :516-765-5490 t 0% 71 PROJECT INFORMATION: OPERATOR INFORMATION: 1300 GRATHWOHL ROAD Jim Oliver BLOCK/LOT#1000-117-4-7 TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax :1-856-985-9806 Copyright ° 2001 by Trus Joist, a Weyerhaeuse Business Microllam® and MicrollamO are registered trademarks of True Joist. Simpson Strong_ Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\CANT. DECK JOIST.sms rf4t CANTILEVERED DECK JOIST- 'A END END CONFIGURATION TJ Beam(TM)6.04 Serial Num 7002005404 Usd:4 912=28:14:17AM 1 3/4" x 117/8" 1.9E Microllam@ LVL @ 16" o/c Page 1 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:15'9" —4'11314!' - 4'6114" 6-3" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):0.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 60.0 15.0 7'81/2"To 15'9" Replaces DECK LOAD SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Microllam LVL 7.00" Hanger 71 /54/0/124 1 11.88" N/A H1:Face Mount None beam Hanger 2 Stud wall 5.50" 5.50" -437/-231-459/-459 N/A N/A N/A 61:Blocking 1 Ply 1 3/4"1.9E Microllam® LVL 3 Plate on steel 5.50" 5.50" 827/213/0/1040 N/A N/A N/A E1:Blocking 1 Ply 1 3/4"1.9E Microllam® beam LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger,131:Blocking,E1:Blocking HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Face Mount Hanger IUT9 0/12 0 No N/A N/A N/A -Nailing for Support 1: Face:8-N10,Top N/A,Member:2-N10 PROJECT INFORMATION: OPERATOR INFORMATION: 1300 GRATHWOHL ROAD Jim Oliver BLOCK/LOT#1000-117-4-7 TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright ° 2001 by Trus Joist, a Weyerhaeu r Business Microllam® and Microllam® are registered tr emarks of True Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\CANT. DECK JOIST #2.sms CANTILEVERED DECK JOIST- END CONFIGURATION TJ-Beam(TM)6.04 Serial um r:7002005404 user:4 902=28:1416AM 1 3/4" x 11 7/8" 1.9E Microllam@ LVL @ 16" o/c Page 2 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -554 -463 3948 Passed(12%) Rt.end Span 2 under Floor ALTERNATE span loading Moment(Ft-Lbs) -1574 -1574 9281 Passed(17%) Right OH under Floor ADJACENT span loading Live Load Defl(in) 0.073 0.324 Passed(2U999+) Right OH under Floor ALTERNATE span loading Total Load Defl(in) 0.091 0.648 Passed(2U999+) Right OH under Floor ALTERNATE span loading TJPro 73 30 Passed Span -Deflection Criteria:STAN DARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Uplift exceeds 200 lbs for total load. -Uplift exceeds 200 lbs for unbalanced load. -Deflection analysis is based on composite action with single layer of 19/32",5/8"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:3.01 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others( ra Atz='T•c 5TMAt4La )and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -Cantilever length is greater than 1/3 Member Length -Cantilever length is greater than 1/2 backspan length. -Live load on portion of joist area is very low. Operator Notes: GARRETT A STRANG,ARCHITECT 1230 TRAVELER SOUTHHOLD,NY 11971 ATTN:GARRETT STRANG PHONE:631-765-5455 FAX :516-765-5490 i' PROJECT INFORMATION: OPERATOR INFORMATION: 1300 GRATHWOHL ROAD Jim Oliver BLOCK/LOT#1000-117-4-7 TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright * 2001 by True Joist, a Weyerhaeuser usiness Microllam* and Microllam* are registered trademarks of Trus Joist. Simpson Strong-Tie* Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\CANT. DECK JOIST #2.sms •n JOIST FOR FLOOR INSIDE HOUSE YAV"!Ey"6 AT CANTILEVERED DECK JOIST AREA U-Seam(TM)6.04 Serial Num6e 7002005404 User:4 9123 26:16:09AM 14" TJI@/Pro(TM)-250 @ 16" o/c Page 1 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED VIA I 7'812" = Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/U pl iftrrota I 1 Microllam LVL 7.00" Hanger 211 /63/0/274 1 11.88" N/A H1:Face Mount None beam Hanger 2 Plate on steel beam 5.50" 5.50" 200/60/0/260 N/A N/A N/A Al:Blocking 1 Ply TJI®/Pro(TM)- 250 -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits:End supports, 3 1/2".Intermediate supports,3 1/2" with web stiffeners and 5 1/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger,A1:Blocking HANGERS:Simpson Strono-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 234 234 1710 Passed(14%) Lt.end Span 1 under Floor loading Vertical Reaction(lbs) 234 234 1560 Passed(15%) Bearing 2 under Floor loading Moment(Ft-Lbs) 395 395 5418 Passed(7%) MID Span 1 under Floor loading Live Load Defl(in) 0.009 0.169 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.012 0.338 Passed(U999+) MID Span 1 under Floor loading TJPro 68 30 Passed Span -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19132",5/8"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced 7'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. y S µ PROJECT INFORMATION: TOR INFORMATION: 1300 GRATHWOHL ROAD �� !Jim ver BLOCK/LOT#1000-117-4-7 ,, Trx,�`Joist,A Weyerhaeuser Company NEW SUFFOLK,NY -1`04A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright ° 2001 by Trus Joist, a Weyerhae a r Business TJI°,TJ-Beam° and Nicrollam° are registere rademarks of True Joist. e-I Joist',Pro' and TJ-Pro' are trademarks Trus Joist. Simpson Strong-Tie* Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C,\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\FLOOR JOIST.sms *O.Cl 4 � JOIST FOR FLOOR INSIDE HOUSE 'A B,�; AT CANTILEVERED DECK JOIST AREA TJ-Beam(TM)6.04 Serial Number 7002005404 User..4 8/e=8:16:09 AM 14" TJI@/Pro(TM)-250 @ 16" o/c Page 2 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.62 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others( (,AV.=V- "T' S TV-A V4 U7 )and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. Operator Notes: GARRETT A STRANG,ARCHITECT 1230 TRAVELER SOUTHHOLD,NY 11971 ATTN:GARRETT STRANG PHONE:631-765-5455 FAX :516-765-5490 ff PROJECT INFORMATION: 9.16RATOR INFORMATION: 1300 GRATHWOHL ROAD Jim Oliver BLOCK/LOT#1000-117-4-7 TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright G 2001 by Trus Joist, a Weyerhaeuse Business TJI®,TJ-Beam® and Microllam® are registered trademarks of Trus Joist. e-I Joist',Pro"' and TJ-Pro" are trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\FLOOR JOIST.sms •� �J� � JOIST FOR FLOOR INSIDE HOUSE AT CANTILEVERED DECK JOIST AREA-CANTILEVERED JOIST WITH WALL LOAD TJ-Beam(TM)6.04 Serial Nu�00540044 User:4 �oz6:29:55AM 14" TJIO/Pro(TM)-250 @ 16" o/c Page 1 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:7'8 1/2" � n 5-2112" 61 2'6" --0 Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Floor(1.00) 0.0 81.0 7'6 3/4" - GABLE WALL LOAD SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Microllam LVL 7.00" Hanger 151 /-28/-69/123 1 11.88" N/A H1:Face Mount None beam Hanger 2 Stud wall 3.50" 3.50" 302/259/0/561 N/A N/A N/A E1:Blocking 1 Ply TJIO/Pro(TM)- 250 -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Face Mount Hanger,E1:Blocking HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 291 281 1710 Passed(16%) Right OH under Floor loading Vertical Reaction(lbs) 561 561 2030 Passed(28%) Bearing 2 under Floor loading Moment(Ft-Lbs) -513 -513 5418 Passed(9%) Right OH under Floor loading Live Load Defl(in) 0.003 0.112 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.009 0.265 Passed(20999+) Right OH under Floor ALTERNATE span loading TJPro 72 30 Passed Span -Deflection Criteria:STANDARD(LL:U480,TL:U240).Additional checks follow. -Right Overhang:(LL:0.200",TL:2U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32",5/8"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include Iter ate member pattern loading. PROJECT INFORMATION: jb PiRATOR INFORMATION: 1300 GRATHWOHL ROAD fln)Qliver BLOCK/LOT#1000-117-4-7 -fir' Joist,A Weyerhaeuser Company NEW SUFFOLK,NY A Centre Blvd .Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright 0 2001 by Trus Joist, a Weyerhae ser usiness TJI*,TJ-Beam® and Microllam® are registere trademarks of rue Joist. e-I Joist"',Pro"' and TJ-Pro' are trademarks f True Joist. Simpson Strong-Tie* Connectors is a regist ed trademark Simpson Strong-Tie Company, Inc. Ct\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\FLOOR JOIST #2.sms �r JOIST FOR FLOOR INSIDE HOUSE AT CANTILEVERED DECK JOIST \ {� AREA-CANTILEVERED JOIST WITH WALL LOAD Ti-Beam(rM)6.04 Serial Number:700200&5404 User.4 9/23/02 8:29:56 AM 14" TJ I®/Pro(TM)-250 @ 16" o/c Page 2 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.62 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others( f 2 ARjZTT STK.AN L2 )and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. Operator Notes: GARRETT A STRANG,ARCHITECT 1230 TRAVELER SOUTHHOLD,NY 11971 ATTN:GARRETT STRANG PHONE:631-765-5455 FAX :516-765-5490 ;t PROJECT INFORMATION: OR INFORMATION: 1300 GRATHWOHL ROAD BLOCKILOT#1000-117-4-7 TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright ° 2001 by True Joist, a Weyerhaeuser siness TJIO,TJ-Beam® and Microllam® are registered trademarks of Trus Joist. e-I Joist',Pro' and TJ-Pro' are trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\FLOOR JOIST #2.8ms �T JOIST FOR FLOOR INSIDE HOUSE AT CANTILEVERED s� `�/J (tenB,sinez DECK JOIST AREA-CANTILEVERED JOIST UNDER ROOF LOAD TJ-Beam(TM)6.04 Serial Nu :700200-1404 User.4 90M26:33:WAM 1 3/4" x 14" 1.9E Microllam@ LVL @ 16" o/c Page 1 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:7'8112" 1❑' 2❑ 5'212•' = 2'6" Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plo Floor(1.00) 0.0 81.0 7'6 3/4" - GABLE WALL LOAD Uniform(plo Snow(1.15) 420.0 210.0 0 To 7'8 1/2" Adds To ROOF LOAD Uniform(plo Floor(1.00) 0.0 81.0 0 To 7'8 1/2" Adds To END WALL LOAD Uniform(plo Floor(1.00) 120.0 60.0 0 To 7'8 1/2" Adds To CEILING/ATTIC LOAD SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/Uplift/Total 1 Microllam LVL 7.00" Hanger 1511 /689/0/2200 1 11.88" N/A H1:Face Mount None beam Hanger 2 Stud wall 3.50" 7.54" 3362/2248/0/5610 N/A N/A N/A E1:Blocking 1 Ply 13/4"1.9E Microllam® LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1: Face Mount Hanger,E1:Blocking -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 H1:Face Mount Hanger NONE FOUND 0/12 0 N/A N/A N/A N/A PROJECT INFORMATION: t RATOR INFORMATION: 1300 GRATHWOHL ROAD An Oliver BLOCK/LOT#1000-117-4-7 TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright ° 2001 by Trus Joist, a Weyerhaeuser siness Microllam® and Microllam° are registered trade ks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\FLOOR JOIST-END.ems JOIST FOR FLOOR INSIDE HOUSE AT CANTILEVERED YA r Business DECK JOIST AREA-CANTILEVERED JOIST UNDER ROOF LOAD TJ-Beam(TM)6.04 Serial Nu a.7002005404 User 4 W2=2 8:33:37 AM 13/4" x 14" 1.9E Microllam@ LVL @ 16" o/c Page 2 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -2961 -1701 5353 Passed(32%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) -3631 -3631 14506 Passed(25%) Right OH under Snow loading Live Load Defl(in) 0.013 0.112 Passed(U999+) MID Span 1 under TJ Deflection Criteria. Total Load Defl(in) 0.029 0.265 Passed(2U999+) Right OH under Snow ALTERNATE span loading TJPro 73 30 Passed Span -Deflection Criteria:STANDARD(LL:U480,TL:U240).Additional checks follow. -Right Overhang:(LL:0.200",TL:2U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32",5/8"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:3.45 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others( (1A IZQG"IT S T FMA hl la )and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. Operator Notes: GARRETT A STRANG,ARCHITECT 1230 TRAVELER SOUTHHOLD,NY 11971 ATTN:GARRETT STRANG PHONE:631-765-5455 FAX :516-765-5490 h 5, wn'y. Y 4 aJ 5 d by N 4; hJ PROJECT INFORMATION: 17PATOR INFORMATION: 1300 GRATHWOHL ROAD Jim Oliver BLOCK/LOT#1000-117-4-7 TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright 0 2001 by Trus Joist, a Weyerhaet ness NicrollamO and Microllam° are registered tof Trus Joist. Simpson Strong-Tie• Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\WINDOWS\Desktop\TECH CALLS\Brain 2uhse\GARRETT STRANG 09-19-02\FLOOR JOIST-END.sms JOIST FOR FLOOR INSIDE HOUSE YA �PAn;,,� UNDER BEARING WALL TJ-Beam(TM)6.04 Serial Nu:7002005404 User.4 923roz6:13:47AM 1 3/4" x 14" 1.9E Microllam® LVL Page 1 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ❑' P21 7'8112" ' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 240.0 201.0 0 To 7'8 1/2" Adds To WALUATTIC/CEILING LOAD Uniform(plf) Floor(1.00) 53.3 16.0 0 To 7'8 1/2" Replaces FLOOR LOAD SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (Ibs) Depth Live/Dead/U pl iftlTotal 1 Microllam LVL 7.00" Hanger 1167/890/0/2057 1 11.88" N/A H1:Top Mount None beam Hanger 2 Plate on steel 5.50" 5.50" 1094/834/0/1928 N/A N/A N/A Al:Blocking 1 Ply 1 3/4"1.9E Microllam® beam LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Top Mount Hanger,A1:Blocking HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger MIT1.81/14 0/12 0 N/A No 0 N/A -Nailing for Support 1: Face:2-N10,Top 4-N10,Member:2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 1756 1153 4655 Passed(25%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 2981 2981 12129 Passed(25%) MID Span 1 under Floor loading Live Load Defl(in) 0.027 0.170 Passed(U999+) MID Span 1 under Floor loading Total Load Defl(in) 0.047 0.340 Passed(0999+) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 7'4"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: (� TOR INFORMATION: 1300 GRATHWOHL ROAD Oliver BLOCK/LOT#1000-117-4-7 -'TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright C 2001 by Trus Joist, a Weyerhaeu r Business MicrollamO and Microllam® are registered tra emarks of Trus Joist. Simpson Strong-Tie® Connectors is a register d trademark of Simpson Strong-Tie Company, Inc. C,\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\BEARING WALL FLOOR JOIST.sms JOIST FOR FLOOR INSIDE HOUSE YAut;,a—Businm UNDER BEARING WALL TJ-Bwm(TM)6.04 Serial Nu er.7002005404 Uw.4 9/23/028:13:50 AM 1 3/4" x 14" 1.9E Microllam® LVL Page 2 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others((.?ASTmAt4w )and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. Operator Notes: GARRETT A STRANG,ARCHITECT 1230 TRAVELER SOUTHHOLD,NY 11971 ATTN:GARRETT STRANG PHONE:631-765-5455 FAX :516-765-5490 •r A v ' t eYy di r' PROJECT INFORMATION: OR INFORMATION: 1300 GRATHWOHL ROAD ' liver BLOCK/LOT#1000-117-4-7 TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright ° 2001 by Trus Joist, a Weyerhaeuser usiness Microllam® and Microllam® are registered trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. C:\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\BEARING WALL FLOOR JOIST.sms j� SUPPORT BEAM-INSIDE HOUSE J^ CANTLIVERED DECK JOIST _ _ E Ti-seam(TM)6.04 Serial N.= u r:7002005404 User:4 g2=28:17:07AM 4 Pcs of 13/4" x 14" 1.9E Microllam® LVL Page 1 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED a, ,a o - z4• Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf l Floor(1.00) 71.0 To 19.0 44.0 To 45.0 0 To 2'6" Replaces CANT.DECK JOIST LOADS Tapered(plf) Floor(1.00) 19.0 To 71.0 45.0 To 44.0 21'6"To 24' Replaces CANT.DECK JOIST LOADS Uniform(plf) Floor(1.00) 19.0 45.0 2'6"To 21'6" Replaces CANT.DECK JOIST LOADS Tapered(plf) Floor(1.00) 111.0 To 158.0 -24.0 To 48.0 0 To 2'6" Adds To FLOOR JOISTS Tapered(plf) Floor(1.00) 158.0 To 111.0 48.0 To-24.0 21'6"To 24' Adds To FLOOR JOISTS Uniform(plf) Floor(1.00) 158.0 48.0 2'6"To 21'6" Adds To FLOOR JOISTS Point(lbs) Floor(1.00) 1167 890 12' - HANGER LOAD-BEARING WALL JOIST SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliftrrotal 1 Stud wall 3.50" 3.50" 2714/1795/0/4508 A3:Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 2714/1795/0/4508 A3:Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4470 -4145 18620 Passed(22%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 32912 32912 48517 Passed(68%) MID Span 1 under Floor loading Live Load Defl(in) 0.618 0.789 Passed(U460) MID Span 1 under Floor loading Total Load Defl(in) 1.051 1.183 Passed(U270) MID Span 1 under Floor loading -Deflection Criteria:MINI MUM(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'7"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. a A s PROJECT INFORMATION: _ ';-O E TOR INFORMATION: 1300 GRATHWOHL ROAD '' _ f` fiver BLOCK/LOT#1000-117-4-7 - rusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright 0 2001 by Trus Joist, a Weyerhaeus Business MicrollamO is a registered trademark of Trus oist. C,\WINDOWS\Desktop\TECH CALLS\Brain Zuhse\GARRETT STRANG 09-19-02\JOIST SUPPORT BEAM.sms jou CANTLIVERED DECK JOIST B„S;n= SUPPORT BEAM INSIDE HOUSE Ti-Beam(TM)6.04 Serial Number:7002005404 User:4 923/028:17:08 AM 4 Pcs of 13/4" x 14" 1.9E Microllam® LVL Page 2 Engine Version:1.4.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others( C�1 Iq(ZR-�E'I"r 5T9An1 q )and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. Operator Notes: GARRETT A STRANG,ARCHITECT 1230 TRAVELER SOUTHHOLD,NY 11971 ATTN:GARRETT STRANG PHONE:631-765-5455 FAX :516-765-5490 �t i. PROJECT INFORMATION: OPERATOR INFORMATION: 1300 GRATHWOHL ROAD r Jim Oliver BLOCK/LOT#1000-117-4-7 TrusJoist,A Weyerhaeuser Company NEW SUFFOLK,NY 104A Centre Blvd Marlton,New Jersy 08053 Phone: 1-856-596-5555 x3021 Fax : 1-856-985-9806 Copyright C 2001 by Trus Joist, a Weyerhaeuser usiness Microllam® is a registered trademark of True Jo st. C:\WINDOWS\Desktop\TECH CALLS\Brain 2uhse\GARRETT STRANG 09-19-02\JOIST SUPPORT BEAM.sms 0 51 11 41 3N 14" FLOOR JOISTS EXTERIOR WALL 14" RIM BOARD INSTALLED 11 7/8' TALL HUNG FROM OF BUILDING AS BLOCKING PANELS MICROLLAM DECK SUPPORT BEAM BETWEEN DECK JOISTS JOISTS HUNG FROM (DETAIL AI) SUPPORT BEAM " " FACE-MOUNTED 7 X 14 1.9E HANGERS FOR 5-1/2" WOOD BEARING PLATE INSTALLED MICROLLAM LVL ON TOP OF STEEL BEAM FOR INTERIOR FLOOR JOISTS CANTILEVERED DECK JOIST SUPPORT SUPPORT BEAM AND DECK JOISTS SECTION VIEW 1-3/4" X 14" 1.9E MICROLLAM 14" RIM BOARD INSTALLED LVL AT CANTILEVERED END m AS BLOCKING PANELS (SAME AS OPP051TE WALL) BETWEEN DECK JOISTS 14" FLOOR JOISTS (TRU5JOI5T 5TD. DETAIL Al) HUNG FROM II-7/8" RIM BOARD INSTALLED SUPPORT BEAM i AS CANTILEVER CLOSURE II-7/8" TALL 14" RIM BOARD INSTALLED MICROLLAM DECK AS BLOCKING PANELS JOISTS HUNG FROM BETWEEN DECK JOISTS SUPPORT BEAM (TRUSJOIST STD. DETAIL AI) 14" FLOOR JOISTS ::.......:....... 5-1/2" WOOD BEARING 1-3/4" X 14" 1.9E MICROLLAM PLATE INSTALLED ON LVL UNDER BEARING WALL TOP OF STEEL BEAM ("JOIST FOR FLOOR IN51DE FOR CANTILEVERED HOUSE UNDER BEARING DECK JOIST SUPPORT WALL") EXTERIOR WALL 7" X 14" 1.9E MICROLLAM OF BUILDING LVL INTERIOR SUPPORT BEAM (FOLLOW STD. E 14" RIM BOARD HUNG AS ASSEMBLY DETAIL C FOR BLOCKING PANELS SIDE-LOADED BEAMS, 1/2" E BETWEEN CANTILEVERED BOLTS 12" O.C., ON PG 2) DECK JOISTS (CANTILEVER •m0 DETAIL) 1-3/4" X 14" 1.9E MICROLLAM LVL AT OUTLINE OF EXTERIOR CANTILEVERED END ("JOIST FOR FLOOR I I I I WALL OF SECOND FLOOR I INSIDE HOUSE AT CANTILEVERED DECK N-6' 8"� I�1 �6�3n—►I ABOVE J015T AREA - END CONFIGURATION") I14" NOTE : nIcROLLm LVL JOISTS ARE RATED PLAN VIEW FOR USE IN DRY AREAS ONLY. LVL BASED ON INFORMATION PROVIDED BY: DECK JOISTs 8E ENCLA N N GARRET STRANG DRY- il ION To: Prepared by: �5, EF11 <sf GARRET 5TRANG JDO DETAIL Phone: Fax: PWAM BY ? 631-765-5455 631-765-5490 Lot/Block: Date: 09-19-02 1000-117-4-7 TJ Job # RVeyetheie..,Business p 3 /> Project: NORTHEAST REGION 1300 GRATHWOHL ROAD NEW SUFFOLK NY cue mss'' . ' N"1' oeo53 W PNONE� aoo.��e.e�e7 40/12 Floor JTJI Joist T FAX, 8%.%5. W6 Swed cm C,ARRET STRAM PG I o9-19-02 3 BOLTS REQ'D AROUND 14' LVL JOIST BELOW BEARING WALL 0 0 o To 0 000 0 0 PLF FOR SIDE-LOADED BEAM IS 2% PLF. REQUIRED BOLTING IS (2) 1/2' DIA. TNRU-BOLTS @ 24' 0. C. (2) 1/2' DIA. TNRU-BOLTS IN EACH JOIST BAY AS SHOWN WILL BE SUFFICIENT (APPROX. 16' O.C.) BOLTING DETAIL FOR 7" X 14" 13E MICROLLAM LVL INTERIOR SUPPORT BEAM Arsibly A 9 Auw*tF C t pw.t4rer' >} r pk' 4yvw?Fkr MA' Mzxlm=Ilam Lmd ApgilbdtD§ttilw Omtdd!kimdw(M� 1]C;■ p O PRO"= %E nf 490 rlF IfSF' SII �l1 741 MIN 4M 3w Ufa (1r AWIIL®tY7�r�lON wLr nri d dr.LW i ri•mar�r b�Ld fQ L•w..■!.r u6 ur MrYLHi lQM w1Um v* am w1dami mot nrr nim wCw la raawr tu■nsIMCM AM ran1wr1,C:1I4'a r'I, �I1Jri17 Leiw.TJm..F�.mrd r4JrK.i.M I,.7�Ir'e..i..... FORMM MKM A nrtslrftr$tp Inv nrMIN rostty}w0=A04ra "PW UIN womy ar reom#ItVIRM auletii4MUM 1a�etiaai (Sri'■o•■■■■p Y•d. Flat dsdealltr+rsbAe Iwd We to+e4r ftt 3 psc rare t vy the w Ived vF IN pHwKfr praFar Bw law dcrmalai Gii1nr Not" aria MaRirtum IndwhediaaHer • lkrrfy afl:arm m undvnn ksr!La41re on paps-!i aufAwl merrtn 11AM FK Fer a 4�M CF %A km rit,d am fa.raim shw k wL Veraw M�r rnarr-Ieaded roof rcM rdan■ )Am ae atlrmbgt 2 tef s j k ar2s6 tarnan roar IeefaoMllrmq me an easa altar: aly 0 pfTh/mhm we 3 revs 12d • SJn IprdR¢pa ge a#O.f whan d�dprla�cairersiiam 3Mf I,AI rt M arHarnkr"Ed Ar IM- �n P��a+madar:l Brit tp•mm ar . 8iam r klre tlisn T'rogrxre iA ifill ceaerds errin ly th.dlmlgi pralraalorsL IM-r 7 W'acorea at[V W . • faeereriiam am 6iieul an M'w IVP/. BASED ON INFORMATION PROVIDED BY: GARRET STRANG To: Prepared STRANG Prepared by: JDO Phone: Fax: DETAIL E 631-765-5455 631-765-5490 p cn f rr Lot/Block: Date: 09-19-02 a � o ; 1000-117-4-7 TJ Tb—# ?AW Business , Project: NORTHEAST REGION , 1300 GRATNW01-IL ROAD NEW SUFFOLK NY I'Ca't"` Blvd., MwItan, N.J. Oeon PHONE, 800.678.6787 40/12 Floor ITJI Joist T FAXi 6%.%5.9506 Sawd m- GARRET STRAW PG 2 00-M-02 VA 14" RIM BOARD INSTALLED AS BLOCKING PANELS I-3/4" X 14" 1.9E BETWEEN-6 " BETWEEN DECK JOISTS MICROLLAM LVL AT CANTILEVERED END ("JOIST FOR FLOOR OUTLINE OF EXTERIOR WALL INSIDE HOUSE AT OF SECOND FLOOR ABOVE CANTILEVERED DECK JOIST AREA CONFIGURATION') 14" RIM BOARD HUNG AS BLOCKING PANELS 2 BETWEEN CANTILEVERED 14" FLOOR �, DECK JOISTS JOISTS HUNG FROM PACK OUT WEB OF 14" FLOOR SUPPORT J015T BETWEEN FLOOR J015T 4 BEAM II-7/8" CANTILEVERED DECK 7/8" TALL JOIST. SECURE DECK J015T 4 II- MI7/BAM FLOOR JOIST TOGETHER WITH DECK JOISTS 16d NAILS THRU WEB 4 PACKING HUNG FROM OF FLOOR JOIST, INTO SIDE OF SUPPORT BEAM DECK JOIST TO PROVIDE LATERAL SUPPORT EXTERIOR WALL OF BUILDING 14" RIM BOARD CANTILEVER DETAIL INSTALLED AS BLOCKING PANELS BETWEEN DECK JOISTS NOTE M'cRaLAM LVL JOISTS ARE RATED FOR U5E IN DRY AREAS ONLY. LVL DECK JOISTS MUST BE ENCLOSED IN BASED ON INFORMATION PROVIDED BY: GARRET STRANG DRY-AREA TYPE CONSTRUCTION To: Prepared by: r GARRET 5TRANG JDO DETAIL z Phone: Fax: Pf"AiM BY �* ` 631-765-5455 631-765-5.490 �Nqhk.x, Lot/Block: Date: Oq-19-021000-117-4-7 TJ Job # Business o ' Project: I04A NORTBlvdA�Tit�REGIO 1300 GRATHWOHL ROAD . OW53 NEW SUFFOLK NY ,eoo 6Ts.eTei 40/12 Floor 1TJl Joist T FAX' 8%.%5•` .,aged as GARRET STRANG PG 3 09-19-02 ass-iso2 suauiNa DE". 1 PECTION// [ ] F DATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING [ ] FINAL l FIREPLACE_ vCF11MNEY i REM KS: DATEo �% INBP M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ROUGFI PLBG. [ ] F DATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ J FIREPLACE fl CHIMNEY �REMARKS: � �7ih.7� DATE l(e 03 INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: c DATE INSPECTOR �.+� BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FR)1MING [ ] FINAL FIREPLACE REPLACE & CHIMNEY REMARKS: DATE / n3 INSPECTOR sun.uiNc car. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F ING [ ] FINAL [ V FIREPLACE & CHIMNEY REMARKS: DATE *"*7 /aS /03 INSPECTOR 7 /� J BUILDING DEPT. INSPECTION [ ] FOUNDATION 7ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING [ FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION RE RKS: DATE �j � INSPECTOR 7 T 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 7ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION r' [ ] FRAMING [r/fFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 7 DATE 0 INSPECTOR � J COMMENTS FOUNDATION I/ - �0 rm,' - ol WA PLUMBING 1 1 N IVA0, �• _ -- -- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING D#PARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health_ Ju ,i SOUTHOLD,NY 11971 3 sets of Building Plans ✓ TEL: (631) 765-1802 Planning Board approval N FAX: (631) 765-9502 Surve Y PERMIT O. Check Septic Form A N.Y.S.D.E.C. AJ Trustees Examined p ,20 DQ Contact: Y4Approved ,20 dam- Mail to A9,4C—If 4 &ZAA 61 Xec"'t01g;,:r Disapproved a/c Phone: '74LE= SYJ-,T Expiration 1 � ��-� uildmg InspectorIJU' JUN APPLICATION FOR BUILDING PERMIT 'Finn'.,:'1 � Date .7ji, � , 20 0 Z 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. (Signature of applicantor name, ' oration) �O Soy�iz1i Z cPo 07W Z_b kt- //?7/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder e H ; T-14<5& J7— Name of owner of premises 1/0 HN .& .fo A.,-) y)0-V<f 27 � (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (Name and title of corporate officer) Builders License No. �rr�a �ET Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /3a,q /LATHcJOHL 4,6 ��c✓ Sr/FF�c.� House Number Street Hamlet County Tax Map No. 1000 Section Block Lot f Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and oc upancy of proposed construcla: a. Existing use and occupancy /,JGLf r4m,,Ly b. Intended use and occupancy 91 kV,« y s / ,vulnc 3. Nature of work(check which applicable):New Building Addition X( Alteration Repair RemovalDemolition Other Work (Description) 4. Estimated Cost tf75,60 o 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 If 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 'V' 3 Rear Sy• 3 Depth 3d Height16 , Number of Stories / Dimensions of same structure with alterations or additions: Front -51-0.5 Rear S°'3 Depth I 'V Height C. Number of Stories Z 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 9) Rear � -T- Depth /sit"O 16a-" 96s-) 10. Date of Purchase 2 0 0 I Name of Former Owner l!�CA/O tJW 11. Zone or use district in which premises are situated R. � ' 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 X NO Qo �/ s ho �6.r=S�fsS- 14. Names of Owner of premisesTfr ZO# •ry Address fj3,l � Phone No. Name of ArchitecvG- s'ra A Address FD6xIVizSo'a7wAb Phone No lbs 3-�s 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 X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF,%FF0L�-) �Sb22E7r- • Sre,4„/� A Mc Cr being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Age-�JT (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 6TH day of JUAY, 2062- Notary PublW Signature of Applicant Berbarlt A. Stmng NOTARY PUBLIC, New York No. 4730095 Qualified -Suffolk County Comm. Expires July 31, Zobt, R V 6/21/029 �_ 1000-117-04-07 AND 15 JOB No. 01- 42 uMn rAtn , —_ e t A SUFTOLK COUNW DEPARTMENT OF HKALTN 8 S H.R.RBF.N0. Y PAfE6 ON THE IN FORMATI�MNITTto,IT NU N 1 I T m -... TNN Pitaim DoE! �T RM MI,ARMTIOMAL SkWAN WATER ft FAMi4 ATE OfF EwAT[R MANAGEMENT ` N/F BRIGTT'I'E GIBBONS 2 /0 -q6 --016 w 1.6! S 68012'00'E 150.00' I / S 76°33'57"E 34.37 S 88°1200"E 62.00 I i WOOD"'NCE 0.23 5.7 4.9 4.9 6.6 0 y0.5S 9.8 to 1 I N 34°3 E 28.328.0 y f'ri1't'tot-1"t FgTING A Q I I I GAR s ,�(IN TlO RIO O = �jLn A O I Vv I, ASPHALT R}VEWAY a 2.3 = I OI 1 44.0' — Y.tsN• 1}CQQWN a IA. W oro wI I PRO2 ST POSE GO A W I I 1 o e.o ADD:ON „ PROPOSED io W t _-� �.. _ dPROPOSn "0I N N}nvT►oN0 °oro I %Ywr�� OR N t"raar- F 9.8' QSTIG � ST FRAME Z 49 .0 GAR 8.0 ....- —aJ _ -r aK`3z Z r N I I Z N "E 27.53` --E► STA �4.7 pWELLI6G6 R 9 J Q I! d I II PROPOSED a I D N 10.0 WOO0Et }3.1' 9,4 Post AND RAIL =CE 9.s I I 0.3'S 6.6 0.6'S 4'CHN LNK 11 s.7 I 4.9 1 4.7 90.05' "W 41.86' FENCE O.T E a, N44°00'00 N 70°O6'20"W 60.00' r ' N 7000620"W 150.09' S O ZONE AE ZONE X Of 00 f° ! u � FLOOD ZONE BOUNDARY Z t.s Er AS SCALED FROM FIRM MAP No. 36103CO501 G iG�// W N/F ALFRED AND MARILYN STRAZZA 0 FISHER ROAD C� NG SANITARY . DOCUMENTATION BY GARRETT A.STRANG,ARCHRECT XISTI DATE: JULY 31,2002' ED AR DATE: TIME: 10:30 AM A. STRq FSS UNIT SIZEIMATERIIILIFUNCTION CONDITION DISTANCE FROM DISTANCE FROM 018TANCE FROM STAT K)N 1 STATION 2 STATION 3 "A 4'DIA.X,M'DEEP SOLID'CONC 80%FULL, NIA 20' BLOCK GREASE TRAP WA 62' V DIA,X V DEEP CONCREFF. r-STANDING WATER AT 22' BLOCK LEACHING POOL CENTER,EDGES DRY WA 66' 015244 "C" 6'�° 6 DEEP' ONC E 3"S ANDI ATER AT 13 BLOCK LEACHING POOL CENT EDGES DRY 3T NIA '�, STATE OF NEw y�� "D" 6'DIA.X 6'DEEP PRECAST DRY LEACHING POOL ELEVATIONS IN USCGS DATUM I USGVD 1929 MSL] uneuDotred aRershon or add W to mis docuntertt is a violation d Section 7209 SURVEY OF: d the New rax state Educe"Law. DESCRIBED PROPERTY and d on his t er, to oe r r, mid Lena°� 1"SMdlons haled hereon,and to the assoeea d the Lendmo IndU ort or LIBER'11775 PAGE 789 Ccpl driaof document not bearing"profeeeioners+meed seat or embossed NEW SUFFOLK, TOWN OF SOUTHOLD seal shalt not be conskWed a vW true copy. The offsets i or d1A1°mkm I stow hmw nom�"ct`"es�"1B prop f OQ��a� SUFFOLK COUNTY, NEW YORK for a aper tilt DurpoM and use and therefore are not W#erMed to W�the erec0on d fences,rete+nYg walls.p�k. ,pie t^0 owe'�1on to Mrildirgs.or any other ooramj~ of rW d we"and/or easements d record,rf any,not shown are SURVEY DATE: 8/23/01 SCALE: 1"=30' The exate"not yuaranle�d. — ' CERTIFIED ONLY TO: JOHN DOHERTY DESTIN G. GRAF LAND SURVEYOR ------ 73 Woodkmn Road Rocky Point,New York,11778 — 631-8213442 By DESTIN G.GRAF N.Y.S. DEE ___ ----------------------- - JOB No. 01-42 REV 06/3/04 TAX 1.D. No. 1000-117-04-07 AND 15 _ ADD SEPTIC/ DRYWELLS - REV 07/01/04 ADD WATER SERVICE N/F BRIGITTE GIBBONS i 60 co , � I W 1.6, I N \' �� / S 68°12'00"E 150.00' WOOD FENCE 00 I 0.2S ( 5 7 1 4.9 I 4.9 6.6 8.1 0.5's' 9.8 I I I / FF 9.8' 11.7' GAR 8.0' p; o Q I i i --�- -� 57.4' 29.4 2p, a W GAR CENTER 5 LP O W Z p ro SYSTEM x O > CV O I I r> ASPHALT DRIVF.W o 1 $T � � 2.4 O°° = I z 1 a" \\ \ ??O tOaWo WtY0 W 45.0' 3.2 2 00 o 3,72ST = N FRAME 60 O WZ s.sWFp c DWELLING 0 vwEL COVERS N 00 I I a PORCH 3.7 g11.00 SEPTIC cV r It I o 5.5 EN DOWN DRYWELL N Z I _ w I \ ry~ (/)Z A 04 I I c t 6.5 N 1 ST \ LU9 1 _ . 3T zed N .6' J Q I 1 \ DETACHED 24.9 61 8.9 11 d I I PUBLIC WOOD DECK b 9.8 I WAIER Q I I SERVICE - /•- 13.5' 8 a POST AND RAIL FENCE 9,5 I I 0.31S 6.6 0.6'S I _ 4'CHN LNK 5.7 4.9 4.7 FENCE 70`06'20"W 150.09'T- J FENCE 0.7'E V7 o I \ O In ZONE AE ZONE X (V i LO 00 I v N w FLOOD ZONE BOUNDARY Z 1.3 I Q AS SCALED FROM FIRM MAP No. 36103CO501 G I �} AND AMENDED [ LOMA I MN/F ALFRED AND MARILYN SI'RAZZA F FISIFER" _.__._.._._.� _.._.. ,"� [tEAl "t�A hlti f F NF.s,;,M 9 + ho; f."crk11t3 at . . paPor ar other a?t+I+ O �. DC'MS. Cl- THE LOCATION OF WELLS,WATER SERVICE ' ` '`- r r- - LINES, SEPTIC TANKS AND CESSPOOLS SHOWN HEREON ARE FIELD OBSERVA- [ y`- TIONS AND OR DATA OBTAINED FROM OTHERS. ELEVATIONS IN USCGS DATUM [USGVD 1929 MSL J Unauthorized alteration or addition to this document is a violation of Section 7209 SURVEY OF: of the New York State Education Law. Certifications Indicated hereon shall run only to the person for whom it is prepared DESCRIBED PROPERTY and on his behalf to the Title Company,Governmental Agency and Lending LIBER 11775 PAGE 789 Institutions listed hereon.Certifications are not transferable to additional institutions of subsequent owners. Copies of this document not bearing the professional's inked seal or embossed NEW SUFFOLK, TOWN OF SOUTHOLD seal shall not be considered a valid true copy. The offsets[ or dimensions I shown hereon from structures to the property lines are SUFFOLK COUNTY, NEW YORK for a specific purpose and use and therefore are not intended to guide the erection of fences,retaining walls,pools,patios,planting areas,addition to buildings,or any other construction. 1"=30' The existence of right of ways and/or easements of record,If any,not shown are SURVEY DATE: 7/30/03 SCALE:_- not guaranteed. CERTIFIED ONLY TO: JOHN DOHERTY DESTIN G. GRAF LAND SURVEYOR - 73 Woodlawn Road Rocky Point,New York,11778 631-821-3442 By DESTIN G.GRAF N.Y.S. LIC NO.50067 NOTE NOTE; CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDER _ - ALL'POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID BEARING BELOW LAYOUT PLAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION - S I P I N Gi a N T`( v e- K-, WHICH.IS CONYIOUOUS DOWN TO FOUNDATION WALL,PIER OR STEEL COLUMN IN BASEMENT WITH ARCHITECTURAL DRAWINGS. r Ii. 4 � -rV .S I i 1 Ne j zr.46ru vS C IG^ �� GE./tioV c^q .f r1.mAv ot•.I TY YI�K- ,C.' 1ltY.b_YL ew."'"' 1/z"_LVX PLY]VR AND/OR CRAWL SPACE AREAS: _ 11-4 c:;--- - -_ � r �r ��--.ii LDNTI NL10 LJ � -'�'L h.iyW Ir--1G. `•f.L Nli< (! �3 tsA4L� LE W/ QRZ ii,:F: I I � _ - ��-Ga^A.T� TVP.' 'S Tt,JDS e. JG'•%! {i 'P"�+.1_,111.-!r-•e F_lid. 1iP'1... /�+} PELZ '6A..,TT- .lN9►l.I l.�. 3 I12002 w Eysza� c o vmv 1�Gr �zys m ra.r._ .. 3ricr . . 'U817�.¢.1-..A.Y!/,.E:�N_T � T="GYr -ii.•I.T'. _ . W,4T FAL-'PZ•-.9�JG K.r°v�Tom.i NS{ E.X t ST. 'rL:•Y 1V.OLlY2- 3.URFGAD{� I //. 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'P'�LJ4'1.17 'L. 16 " 12Y I "l�f l'% � If LOG. i j- - � A"�' G1/i. ✓r�N.I tJ t,-C F V"-N INeGr L J TOY c9F 1-J E\ti YrJ'dT11--L4 / GYP. -t�'17 7""A.F' 1= :` //�E-/.l P-=• l=/L IrtG O/I-J �Yt G 1C-AW V 31�4c[E.. u 6^Y FE/h.I°� / iS E A D E,T7 Ed iJ PI F,.{L f Fa LlN PAT1,a^N � 51�/ CE `JN 'L.I " • �/ E.- W I-T- I GE-IL- II--I Cr \V/�-L._.L2 4,A, . _ r-ti g ON 41 4' $ T.at'aF TC•TN. fl T� EYT6+. '>:PTN- LINE �'-. FFIT \/A.Tc?�. i•��.VG Its �~�. _ I TY P• 1.° 2% LJG. .-.G -, 17A//.P �c7JF \1JG _ Z- z+•-a I--1 Fi A-4�E�t�- r', . i- IY/1�-iG oN TYv�1L. Fi I�E-R LJ1 -E-1-� - `�: �S� NE.Vd - - ..� TYPlriffyr water tubing ustat L l a µ I L ` \v/'rte I Q G/� 1 0 1 for water dirnibuting a •w c Al < Sydem:piping shall b. E-X.19'TIM0'." ' •>p �F' Y ••4 r - . 2ri`Ii GG UMBING of types K or L only , +1 g d s 0 ` \ ,IP.-^r '�' ' \ ALL PL OMBINGWASTE UNDERINRITERSCERTIFICAT 1-4 r y tl W W G W2.hJ��/L.r sw.�..GG:- Wk I ' 1'4 ri G 1 0/ 1 v \v,\v. F• ;T,��,, &WA ER LINES NEED REQUIRED _kkkkk �. - � „ - d i 'Q TES -ORE COVEgING �v��a ce. -, a , \.,..r _• .1 4"� ate,+_ ter--+"rI /.' •;M Crl.ra>.r\.. N o- ° 'SG.a.L_ � . �4-"- I -o" /fi- I � PLUMBER CERTIFICATION .- •t °� � , V FIN. FL,• / � 'ON LEAD CONTENTB�F6� T ,� � L•.,- 2. I'fiF YYP1 G/L.- �` � . � •S. acc+k ., .. v. ',:, '.::yi't ", -'''.:."ht:.''•:,.'.::^' ° 3 -_ / _ I- ILP �\v 3- n • �'' _ - _ 1-' • -9 S�JPPLCY SY EM CANNOT L- L3 _ -- - ---� 3 ° A- I DO NOT PROCEr� I nTH tYGt L . -- f ` - aK.z6t > �;�s. 11zos.r eta �k SOLDER IN ANNO x1sTlNar p - ' -- - - - - ?/ate'- - FRAMING LINT -.� - ..I- I 1Se 1 o PROVIDE ANTI-SCALD AND/OR OF FOUNDATIONL�D"' ' ION A F-T�-V- coLUH ri mar e r- �✓ v EXCEED 2/10 of 1% LEAD. r w Y 1 N '- , F 5' I I o '- 3 s= LI' / �' �; �' THERMAL SHOCK PREVENTING HAS BEEN APP,:. '' .0. INS-Th+LL..jS,TIJtJ. i1 DEVICES AS TO PART. 902.6(K) Q Q --- 1/z" CYT? 'P Y/. ✓' N Lr. ` R sTu I� c I G " i w/ N.Y. STATE BUILDING CODE. DpOVIDE OFT ' ' li CF- r' - I'L°iTY. T--ln 2- Z L K. rt BA-Y-T I P I l--i G .+�<� N J T G-TJ ✓' Ty ' FE-!/.A % rIn u ^I 6_�v P1r.c- Ic- EPEhT 'P�9lf .:rJ.:"I IITE� Y+ \v f"1N: F4.') {1 ,r IN<�LJ L.d-TI .? IJ 1 �rY�/ G-tL J� 1/1" GI�X OD ZOfYP N.z EMERGENCY I "' ;'EAS �'-I-Gk�S{t�- e1 rt � - �.fZll�,rf•- 4• `w ___ F-1.-l. FL .JVR- .a<i 'Pi�•� YYPIL/a.l� � YTNIREQUIRED BYPA.:T. 714 F ✓IZr GNU: - // ' CO LY WITH CHAPTER 4 _ � '- ' .�� --- - u� � CJ , I J r �'!♦ N C->z- J N 3/4" Td G'. L- „1 - '+Sx IL GGh„. J - - G vfc Yl.-Y\v]?. fi ur-"✓- vt�r�J c. lel=-G ILI1..14 .e.� N.Y. STATE BUILDING COD !. SOI�i'HO C..' I T I sr p Td "aGH (€•I7"llL.. r-1LVE-D Nh.il-E. - -' P_ 1.142 1 5 Ts 1/Z"At 1l-3. ✓W N SIL 7 L' ( _ 1•'O Ed"P 1-lr7TGH F..L"+ /��G� G ____ � 8 7 8_ 7 - 4 S'- 4 __.__ 8''']" G' Y2 GA•T E,.9 \Vb.4.1 P 'J a I S T5 . YJ P_ c7 F pG-G.IL (,'./y "\-,b' _--- •}^i9"Y.GrL(E l—T {i. I R-t7 M.- Z 4'-e7" 4. 1 Z '- 2 41 PL[�E-2. A•L P E.2'-- P �G A.L.-E- : °57.1• 1'- a" A_ I PROVIDE SMOKE-DETECTING /1,OG li L E ALARM DEVICES rY r l L i\.L •C. E.•+Gl:-1 Z " 8 GGN- '-�- I L 1.._ c�N J% - �"7}'�l�'F"G•Y1JI�.t ^SGA.` AS TO PART. 721,1 �.rlte..L.G> �� vz"/? a.•.Lv - 'p', G. N.Y.S BUILDING CODE. Iy/'� f/�� "//) ��r� � �,-,r��J 1 ' (/�� ` ' R.F.1 G Ii ✓' 2.- ty-:a 1.-.T 4 u•'•>7, ' 1 V LJ � .{� !�" I V 11 "1 1 L/' Imo\ I �1 6..- ^n+' - Y.G. 6 C:• _ GG_�-T_IZ.�AT�.T� !sl ¢^r��-iT�_ .•s..1z Imo/-.15 .9N VA�F'J rL N ' ;r,!r Gr IZ' Pig-_ TO P•GG E-PT , 6HOWH ✓' ¢•I T>A.IIGE--I e.L Sd �vJn(�_- +I - ' ® 'S G-.o. t_ �-• t /4�� I - O" -tet-...«r 5�-r >-lu:_ .ate ',✓E.ct. .+ ; S'-.9•"IyG^L-.9w -, .•;F i ,j't. FIN. 4S.a-n G� .• '.i ,�/� �.�uNc�iaTla rl _ -:.� Oj Pld.?..1; DATE' II+J' 1�ksg Cua. Pct c o�� AAs �f a> -oa-ipso . i\ _ _. __-- `. �W1r.NOTIFY EI.-V D1*6u DEPARTM TAT, t r� J ' o . �.vv T 1 N c.--\v rA � 7,'t,(. FEE: 2_,'1''`� . FOUNDATION MOTES a 7A 7n>7 11 +E if ECTIONS: • q " • •p --AA1�l�✓..7F1•-+4 « .� 7R5-1F'+7 P AIN TO 4 PIA PC �' I. All foognps'shag tmernpolr umnstudied sop having on assumed bUft""cKY of4,000 P.sd• COLUMN AND FOOTING REDUCE • ° f -J ' " \ _ ION • TWO REOIIIRE7 BNidng ea{�Elclbr ottoM late be verified by.BN esoUadm Prbr fo phcsmaM of fooWlBs• A The Conhsatbr ls to vady,aR flak conditions poor b bpinning of construction and ls 6o report any SYMBOL COLUMN T BO OM TOOTING `• :SH FRAMINJiiEDCOMCG PLUMBING and all discrepur Ns to the AtchNact immrdishy. _SIZE PLATE PLATE SIZE FINAL 1 4"dia.X 114" 6"X 6" 1/4 6"X a/6" Y X 2'X 12" 1T,� / � 1 �/'7. 1L✓�� //� 4 FINAL • CONSTRUCTION MUST 2. All eonatlucdmn mnu Comply will su national, and local codes,lab.t aditlgns. -2 4" la.X 1/ " 6"X 6 X 114" 8 - "X218" 2'x ' 12" ' [/-T/=1._1 V- - �-. `I L� /" \ 1 1.-- ALL CO CONSTRUCTION CTION SHALL MEET, - 3 4•dia.X 174" ti"X 6"X 14" 6"X 6"X 114" 1'-4"X 1':{"X S" t „- _. .J ,��- G.4'.l,E.• 3/4" I' d' THE 4. AN ecnoiahe 11 moat conform to dm American Cpncrsla Inadtub's "BUILDING CODE 4 4"dia.X 114" 6"X 14" 6"X 6" 114" P•4 X 4'i"X S" S G.A,L-. � -t Jz = I=o -- A_� STA E REQUIREMENTS N E ' A' ( STATE CONSTRUCTION t ENERGY REQUIREMENTS RREINFQRC@DCONCRET@" ACI•Nt,iataetsdldon. CODES. NOT RESPONSIBLE FOR _ TRUCTION ERRORS y conform with"NATIONAL CONCRETE MASONRY ASSOCIATION c�LRED ARCAN C7 A R R E T T A S T R A N G TITLE Iy r Y �- a i ~ S. All neaten work shall e latest million. LEGEND �4�\RSI A, gTR rF� 6, TOO uldnlate c'amprMilw atmngSl of cancra at 20 days will ba>, 1 NOTE: CONTRACTOR TO PROVIDE AND INSTALL W1 DIAMETER BY 10"LONG GALVANIZED ANCHOR EXISTING WORK _ A. - ' BOLTS NUTSAND WASHERS AT 6-. ole MAX. STARTING 1'• 4"IN FROM THE CORNERS. BOLT$ FI`WindaSOnBFoodn • rAsat e:1. / r TO BE REMOVED --- - LOCJ,no" F Sot^ l�r ;at- A-f W 1,\/ c? b,-itr W vl- Fkrnm' S Slabs g - 2.600 Pari• MIS AA* 7"OF EMBEDMENT INTO THE CONCRETE. .. . . _^-___ a r C h 1''t e C t M1"J >s- \\r' '� U � 1' J L,•Ic-- , hJ• Y• EXISTING WORK SCALE A4 Fl ll'1'til•V• NEVISED DNAWIND N4 T AllooncALri4dnwMhav�sxprnslonsndooMm�joima»rMWnd _ 123(0 Traveler Street Southold N.Y. 11971 �- a•oz I.bsul:• v�¢ rwmw l r TO REMAIN DATE _ _ I " NOTE: ENTIRE PERIMB'TER OF FOUNDATION TO HAVE CONTINUOUS MEMBRANE WATERPROOFING sJgT 01F Vo� DxAWN r 5 v y G - /-''z 172 u Fa C- E-+1 P - $; All foundation walls must haw diam4pr by i0"icnq�(mkrkmuml Whtsnissd anchor spMl, x SYSTEM INSTALLED AS MANUFACTURED BY "GRACE","CARLISLE" OR APPROVED EQUAL. NEW WORK TO f OF NEw 1631 J- 76S - 5455 dlim ater wwhsm'and properly tip,d nnls dlmasd no greats'Wan W.0"on cadbrwith a mkilmum .. - � ._� BE INSTALLED psnntrallsn ot,T:lnto conersts. 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LaVT... `T" LEGEND \StiF,ftED ARCH/ rrrtE 'F"L'•� ''"7/a E� T< � �T - � NOTE: � EXISTING WORK' _ _ _�_ QIP t A. STe9ti�. G A R R E T T A . S�T R A N G �'� F-1 r;ti`-r- ^r' �- �-�� , rr �tia �• �.. PROVIDE AND INSTALL"ICE 6 WATER SHIELD"AS MANUFACTURED BY GRACE OR 2A TO BE REMOVED I '� cam' �+ tZ /•-- T "STORM GUARD"AT ALL RAKE EDGES,EAVES,VALLEYS, HIPS,AND CHANGES IN ROOF PITCH. """ �ocanox N \L- earl"C h � '�'i 0 C't". >1 E_.- �-/ -�- u F-t='a? L t•` !-•t. Y. NOTE ; ERISTINGWORK 1230 Trave4er Street Southold N.Y. 11971 SCALE �� "� �� "`V+"`° °"AY1N° "' TO REMAIN 6-4-•� I�hU� true.- -r&%Ar I ALL POSTS SHOWN ON THE DRAWING$MUST BE SUPPORTED WITH SOLID BEARING BELOW NOTE: CONTRACTOR MUST REFER TO MANUFACTURERS FLOOR JOIST AND GIRDERo•rE 6_ 3_ .P Z. /,_7-o z. 1-s 5 U I-- t'r'O FC- 19b I f9 [� - �" WHICH IS CONITOUOUS DOWN TO FOUNDIM1'ION WALL,PIER OR STEEL COLUMN IN BASEMENT LAYOUT PLAN FOR ACTUAL SIZES AIND PLACEMENT OF FRAMING MEMBERS IN COORDINATION NEW WORK TO sr4p, OF W 1k 63 1'- 765 - 5455 on.wx er / \ � ANWOR CRAWL SPACE AREAS. WITH ARCHITECTURAL DRAWINGS. BE INSTALLED I rnwecr x! >1: 1 0 Z I G ¢X - I�XTG) A EX'T�- N -51o�1 A- CNP <7F N�-Nv Zx G �- Z7 kr. 1� 1 _r. �/L GrJxic lT'L�Y vG,�H YX V�1L , - SI-- T II-IG_ II UL✓, .S !1 G ;OA ..-_-� FI- .d--% rA�G�iH � �E-NTEv I yl 'F ATG O\YMG �-, q., Zi`. �: �,. 2_G•r ,), �i ,�I�Z.�-G.J �i� Z,c A- vUYLiG.G.E2 �4v/SCJ IL I_E--_ 11-1�iY/-�'t�l. iii T0. 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TO BE REMOVED 7 ------ LOCATION 1 ,� G. l� /->_T_ H \•✓ 7 N L P. architect NOTE : EXISTING WORK SCALE Ay uvY�p REM.13 Ne<wlNe N= TO REMAIN 1230 Traveler Street Southold N.Y. 11971 -c-va Is7wE.- F'�e 11�> /AIT ALL POSTB SHOWN N THE DRAWINGS MUST SE SUPPORTED WITH SOLID BEARING BELOW NOTE: CONTRACTOR MUST REFER TO.MANUPACTURERS FLOOR JOIST AND GIRDER s 015244 y- DATE WHICH IS CONTOUOUS DOWN TO FOUNDIlT10N WALL;PIER OR STEEL COLUMN IN SAI EIMENT LAYOUT PIAN FOR ACTUAL SIZES AND PLACEMENT OF FRAMING MEMBERS IN COORDINATION NEW WORK TO r4 OF Nf*'p 631 - 765 - 5455 NNNwx er A b ` J ANDIOR CRAWL SPACE AREAS, WITH ARCHITECTURAL DRAWINGS. BE INSTALLED PROJECT N9 #' 1/L•' Td'tom JF . 'SPX 'P4-Y\.V✓' J'P - - — _ _ 'k'IG4 E. G l.E/+, �S 'Y2��1� , T,iV!4`/G' FIN. 1 -4:L-ham.!.rc.. .-.- j 144 7 1'••�Yln-1 Gn 2.Pc>)- -LID N OF PLI�TE� 1.4 G..W A.RYrtl L_ 1''O Vrz..N.T It'1�0 ' GXIy'--i .T i, ,' r I f Lc?G/s.T101i.F Zr-b LL.6-A-'Z- fb 411 I;^ 1-.I��v Oji plN4 �O 1 G6pA�fL. " r�•`a=11.... 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X.l=a: fA--+'G! ` _- _ �A.PF; tTIJ �.A I (A.OG ITL aJ N 1":+vt-`Y.- \/A `r I 0 N fel c2 Z-`T' 1-j 5'- l.,- 5-,- VA--T" 1 TITLE la</' G ✓' a -T- ED STR/rF�.^ GA R R E T T A . S T R A N G -sra I.-1 15. ,,-r r �t�r�� I r- El: E.-- VQF AyC architect LOCATION 1 3. O J L✓ G G o� r^ L IG \— e? L 1 1 . 1K 1,4 g. .v 5 u It' F o L.._ = IJ . Y. 'NOTE: NOTE: ALL JOINTS BETWEEN BIDING AND CORNERBOARDS OR WINDOW CASINGS ARE TO BE - SCALE A� P".V L W REWSED oR�w1xD xe PROVIdRAHDN#iTAl, E*WATERBHI BACKCAULKEDDURINGINSTALLATIONOFSIDINGANDFACECAULKEDPRIORTOPAINTINGOR 1 12307-raveler Street Southold N.Y. '11971 v � F>rz. ¢E.Ix.NI E1 q AS MANUPACTHREt)BY DR DATE "BT©WU GUARD*AT ALL RAKE ADOEB.EAVO VALLEYS•HIP*,AND CHANGES'EE IN'R PITCH. STAINING. , ,. _ c. - s - v z o- -az -i u v,�2 es Ire 'rgTE DF N015 QEwrOQ� 631 - 765 - 5455 DREwN.T EeaeeT Ne O1; rd DOOR SCHEDULE GENERAL NOTES: SYM QTY TYPE SIZE MFG, BY CATALOG N REMARKS 1. Contractor work Is to conform to all local ordinances and NYS Building and Energy Conservation - PREHUNG YID H R.O. HEIG O, THICK ESS Code, latest edition. FIB G � LOWEG S;FULLY 1 1 FIBERGLASS SWING 3'•ON r•6" 1 •314" THERMA•TRU FCS8 WEATHERSTRIPPED WITH FULL NEW STORM DOOR, F(7 2. All Electrical, Plumbing and HVAC work shall be governed by all National, State and Local Codes, ENTRY SOLID BRASS HINGES latest edition(*). E UN FIBERGLAS, LO -1B C FULLY - 2 1 FIBERGLASS SWING 2'-S" 6'-8" 1 -Sle THERMA•TRU 2160 LE WEATHERSTRIPPED WITH FULL VIEW STORM DOOR, 3. All connections of water supply Tines an to be made with 96/5 *older a ■ roved b Suffolk ENTRY SOLID BRASS HINGES 'I __ County Pp y CLOS s '- - - - - ty Department of Health Smites with certificate of compliance provided upon completion. ASS C ITE VI C LOWE INSUL GLA AND GRILL IL d1 m 4 - ____ 3 3 FRENOHWOOD B'•0" 8'-10" 1 •314" ANDERSEN FLOG 6081, SCREEN S HARDWARE COLOR PER OWNER. W J - .- .;� 4. All ahowen and tube to be SLIDER MARINEMOASTAL UPGRADE tl equipped with"scaldproof"fittings. H O FIRE RATED STEEL 90 MIN UL FIRE RATED ASSEMBLY,RAISED , SELF-CLOSING, 4 1 INTERIOR FSTEEL IRE 2'-B" 8'-B" , -&4" THERM&-TRU DOOR EHt NO RAISED VIP UNEL,SOLID BRASS N TES H HARDWARE STYLE d 0 y ,�\ _ y °� S. Contractor(s)shall verify all field conditions and dimension and will be responsible for some. Any F a --- --- - - --- -- 1 n discrepancies shall be reported to the Architect immediately. WOOD _- - 6 1 PREHUNG RAISED 2 -8" 61.8" 11 -3/0" MORGAN M-1083 AND FINISH AS SELECTED BY OWNER tJ " ] 3 f - - p --.- _ 6, Contractors) will cooperate with all other trades and will complete work in accordance with best --sv - -�------- ---- -. -_ standards and practices. PANEL SWING - - - _ --_--- D PREHUNG SED HIP UNIT WITH HARDWARE STYLE it 1 - _ 7. All dimensions are nominal and take precedence over scale. A11 abbreviations aro standard. B 4 PREHUNG RAISED 2'-6" 61781, 1 -318" MORGAN M-1083 AND FINISH AS SELECTED BY OWNER N PANEL SWING woo PROFILING RAISED HIP UNIT WITH HARDWARE STY " 7 2 PROFILING RAISED 2`-4" 6'•8" 1 -318" MORGAN M•1053 AND FINISH AS SELECTED BY OWNER � ; __ __ - - - - " _ (� -- -------- , 8. All Items of work on the drawings are new,unless otherwise noted. ING I WOODRE N 8 HIP UNI H HARDWARE 8 LE N 7 ? \ -�-`- -- s ti:. 0 ___- 9 9. Proprietary names Identifying Items of work an used solely a prescribe standards of construction. 8 3 PREHUNG RAISED r-O" 6'.8" 1.310" MORGAN M-1053 AND FINISH AS SELECTED BY OWNER F Q h � �� „ 4„ % �_ - x �� Items of equal quality may be submitted to the Architect for consideration. , 'PANELS NO _ ----- - i N S F I HARDWARE STYLE a Z I F _ '`/"` N i1 10. All woodframe construction shall conform to the American Institute of Timber Construction 9 1 PREMUNo RAISED 1'•ON 61.8. 1 .Ve" MORGAN M-1063 AND FINISH AS SELECTED BY OWNER u� 'a F i -_----__ _ -� - --- _ "TIMBER CONSTRUCTION MANUAL",latest edition. PANEL 8Ye1Np _ n"M rt" JAILci�+i.in ��. �zv _ __ 2- DOOR SLABS, BOR D, NHUNG,FIELD --- --- Wood f rade embdn shall have an allowable extreme fiber stress equal a or greater than 10 7 �PREHUNG RAISED � 2'.6" S..81. 1 •3I8" MORGAN M-1053 INSTALLED,WITH JOHNSON 100 FD SERIES � � "/4��" '�� -"- -�----- -� "� d structure)grade Douglas Fir- PANEL ' 4"TJ , /^''G ^'-�^ r. -- - `I Fh a 876 oat FV a 06 oat E e 1,600,000 ori ' OI•Ff1LO TROLLEY LAS.0 SOLI ERAS HINGES /r'rr.J - --- - --- 2 -6" DOOR SLAB,UN LL UN FIELD �r" `� �<"" - . .. e n�^¢��`' �'"``"`' 11 1 "PREHUNG POCKET T-01- B'-B" 1 .3180 MORGAN M-1063 INSTALLED WITH"JOHNSON"100 SERIES TROLLEY - ,d 12. All CCA treated wood /ramie members shall have an allowable extreme fiber sales PAM A4CKET HARDWARE ,.„ l4" -,"n „ i4' _ -__ _ ------- - � greater than structural grade Southern Yellow Pins: equalmor CUSTOMMETA AND, BUILT8 DING PLEA ED GLASS /n,e,r:v v..,./� /h ILEJ4dIr� 12 1 ''rkMi! REDOLAfM W-0" 7'•0" 3/C' CENTURY TRIMTEC TSD•4 DOOR UNIT WITH HARDWARE,COLOR,AND FINISH -- Fb a 875 ml Fv a 85 osl E BY 1400 000 psi e bw SHOWER AS SELECTED BY OWNER' I C S BVI T NGI CLEAR TEMPERED GLASS 4, o�.e_- 1 13. All "Microlam" and/or "Panllam" headers and girders as well as "TJI"Joists and bums on to be 13 1 TWPEIiEOGLASS 4'-0" 7'-0" 318" CENTURY GLASSTEC DOOR UNIT WITH HARDWARE,COLOR,AND FINISH F"-'-u�" R- - �4TYt e,'l iQ, //� 11�1 (sl 'QV A, �„ designed and manufactured by TRUS JOIST. Installation must be In accordance with SWING$HOMIER GAPW1627 AS SELECTED BY OWNE _ _ . ,, Vis,- �,/,� s�.a�. 1/A;;' T 1'. 2 manufactumes specifications. No substitutions will be alewedl WOOD EHU CUSTOMBUILT DAC WITH .:E. 14 1 FLUSH INSULATED 2'-0" 3'•b" 1 -314" INSULATED CORE,FULLY WEATHERSTRIPPED --- ------ - - 14. Contractor(s) Islam to follow all manufacturers' Instructions,shop drawings, as well as Installation C20M SWING ' HARDWARE 8ME A8 SELECT D'BY p NER "arcuate when Installing any prefabricated iem(s). E TED O H Int' 4P.4Tu-4YCs.r=. P..l. L� ,d' 18 1 RA19ED PANEL 9'•0" 7R-0" 2" CLOPAY 4 SEFUE8 COLONIAL 509 GRILLS AND ELECTRIC OPERATOR I�--------- - -- - - -------- 15. FloorJolse in new Muer Bathroom ane below tub are to be doubled. 5';G J V-4 V? -V'1--0.2 iZ 1y-A I N Gt "P L. 0. h-1 15. Floor Joists below all bearing and parallel partitions are to be doubled unless otherwise noted on - the drawings. WINDOW SCHEDULE 17. Double all headers and/or trimmers around,all floor and roof openings. Provide crossover venting In rafter bays adpcanteskyughtfnmlag. SYM QTY E O. TLE G .BY CATALOG S REMARK WIDTH I IWIGRT 1B. Provide solid blocking on all Joist spans in excess of V-0", unless noted otherwise on drawings.. DWHITE VINYL.CLAA LO"INBUL.GLASS AND GRILL 19. All headers and givers with a span in excess of five feet(5')are to bear on a minimum of 2-2x4 or A 2 00 BLE HUNG 6'•B" 1'-9114- ANDERSEN TW2855.2 SCREEN'S HARDWARE COLOR PER OWNER. 2.2x8 Jack studs with double floor Jolsto below,unless noted otherwise on drawings. MARINPJCOABT%UPGRAOE C 20. Provide 518" firecode gypsum board on ceiling of mechanical equipment area of basement as well B 1 'l1tlWOLE HUMS 5'-6" 3'-6114" ANDERSEN TW2432.2 SCREEN S HARDWARE COLOR PER OWNER D RILL as on ceilings and walls of garage area as required by Cods. MARINEICOASTAL UPGRADE IT NY ' L LASS AND GRILL C 1 DOUBLE HUNG V-0" 3'.•1114" ANDERSEN TW24210.2 SCREEN i HARDWARE COLOR PER OWNER. 21. Provide %" moisture resistant gypsum board on walls and ceilings of all bathrooms. Provide %" MARINFJCOASTAL UPGRADE ENERGY CONSERVATION NOTES : WONDERBOARD"on all walls of tub and shower area. New CLAD VI IN UL.GLASS AN GRILL 0 1 DOUBLE HUNG 6'•0" 4'-1 114" ANDERSEN TWZ442.2 SCREEN i HARDWARE COLOR PER OWNER 1. This Residence addition has been designed for and"seta all the mqulnmente of Section 7814 of the Now York 22. All fimatopping shall be of an approved noncombustible material and Installed In accordance with M l�ECO TAL UT)"OE State Energy Code. all applicable codes. lffi"PliD WH 1.11 INBUL.R OW AND GRIL %of Glass . Area of alas In neo.R 7O • 10 % glass E 1 DOUBLEHUNG 21-2!' '3'-1114" ANDERSEN TW24270 SCREEN S HARDWARE COLOR PER OWNER Ana of side"ll In sq.ft 2,72-7 23. Wail Insulation shall be 8" (R-21) KAR-epd bale with vapor barrier facie _ _ _ WHITEMARININ TAL UPGRADE Cellin Root Insulation shall be 12" R38 Kraft-faced bate with ver ri warm side of building. ( ) vapor barrier acing wenn ride of N LAD � T� � WHITE V N LCL& , � -E INBUL.GLASS ANO GRILL 2. All wlntlovn e M Insulated gteos,fMmral beak,wsetMrsWppod and finned a npulnd with a building. Buementicrawl space wiling insulation shall be 8" (R•21) KnA•facW balb with vapor F , dpUBLE HUNG 2'•10" 41-51141, ANDERSEN TW2B42 SCREEN S HARDWARE COLOR PER OWNER. maximum "U"value of.58(minimum "R"value of 1,7)and a maximum InHitrafion rue of.37 eke per barter facie warm side of building. _M NFlCOABTALUPGRADE Ilnssrfoot 8 0• WHI - INS L O Ago GRILL 24. Contractor to y g paper G 1 DOWBLE HUNG 2`-2" 5'.0 114" ANDERSEN TW2096 SCREEN;HARDWARE COLOR PER OWNER 3. All exterior doom to be Inaulatod,thermal break,weathorsmpped and gashed u required with a provide one layer of buildin alar between sub and finish ficora or undsriaymenf, MA NSMASTAL UPGRADE maximum "U"value of.a0(minimum"R"value of 2.6)and a maximum Infiltration raft of.50 Dire per square foot with ail Joints staggered and properly secured. WHITEYL -E INSUL Sb AN GRILL H 2 DOUBLE HUNG 2'.6- 4'/6114" ANDERSEN TW2442 SCREEN&HARDWARE COLOR PER OWNER 4. HVAC equipment must conform to Section 7814.11 thru 7814.15 of the New York State Energy Code 25. All windows and doors to be Insulated"Low E"high performance glass,with screens and operatingMA NFIGOASTAL UPG DE hardware. Coastal Upgrade and stainless steel hardware suitable for a marine climate Is to be used WHITENEW CLAD VI CLAD,t.PW-E INSUILLA AND G LL 6, The domestic water heater will conform to Section 78%16(b)and 7814.21 of the New York State on all window*and doom. Contractor is to confirm operation, style, finish,color and manufacturer J 4 ODUBLE HUNG T•6" 4'.1114" ANDERSEN TW24310 SCREEN;HARDWARE COLOR PER OWNER. Energy Code. with Owner prior to placing order. MARINE/OOASTAL UPGRADE - CLA 1 NYLC LOWF,INS L.GLASS AND GRILL 61 All controls to conform to Section 7014.12 of the New York State Energy Code. 26. All windows and exterior doom to,have aluminum or wood drip Caps and flashing. K 2 AWNING B'•1" 2'-0 6!8" ANDERSEN A21-3 SCREEN S HARDWARE COLOR PER OWNER. ftwCum MARINEICOAST UPGRADE 7. The Bmplece(s)shall be construetod In cormpilanes with Section 70%2(k),(q,(m)of the New York 27. All door hardware, butts and doorstops to be solid brass. Ent lock S latchseta are to be Schla e 'L 2 AWNING 4'-1" 2'.0 816• ANDERSEN A21.2 SCREEN S HARDWARE COLOR PER OWNERLOW-9 11418LIL.GLASSN GRILL Stab Energy Code p "A"or"B"series,or approved equal. Style and finish as directed by Owner. MARINEICOASTAL UPGRADE EW GLAD WHITE VINYLCLAD.LOW-E INSUL GLASS AND GRILL 28. All cabinstry, counters, shelving and casework to be given an allowance with style and finish as M 1 AWNING 2'•0 518" 2'-0 NO" ANDERSEN A21 SCREEN S HARDWARE COLOR PER OWNER. selected by Owner. MARINFJCOABTAL UPGRADE NEW C D I VI YLG D, O - I SUE.GLASS AND GRILL q Y 29. Contractor to provide 16" x %" PTS plywood with edgeband and/or 1-318" diameter wood poles at N 1 PDMD CIRCLE 3'•0112" 31-0112" ANDERSEN CIR30 MARINPICOASTAL UPGRADE N L. I,_y .� s z„•4 ,v P1�.OiI� all closets. Layout as directed by Owner. N' ✓ /tiAT 3F103G O•SJ IG E ARC WHI NYLCLA ,LOW491N8UL.GLASS ANO GRILL ,"./n ti o a[-x> 'PAY 1-E-lr A- q/ 4/a 2_ 30. Contractor to provide and Install all interior and exterior trims as per Owner. P 1 TOP TRANSOM UNIT 8' 0" 1'-10" ANDERSEN AFFW 801 MARINE/COASTAL UPGRADE �q / X�G SL F p a a r>v�/E 85 K- 31. Contractor to provide and Install all mirrors,medicine cabinets and shower enclouros/doom as per Owner. s r 1 R o IJ a 32. All dock stair stringers to be 3 x 12 CCA rabbeted or sawtooth to accommodate treads. All treads to '� 4.9 G3° /z ✓> E-. aD be 514 x 4 with Y." max. space between planks. Provide 3'-0" high railings as required and/or as FINISH SCHEDULE o �-� - F shown on the drawings. Q Q � 0!s_�3 �i•�^ 8.1 ��JJ W 110 m di - �Ex 1r,�.,G, 9s I, 4 33. Contractor is to clean all door and window glass,as well as leave all floors,walls and ceilings free ROOM FLOOR WALLS CEILING n I l ! 7 of debris immediately prior to final completion. BASEMENT LEVEL I �!, -.�r....�.� r_o• n 1 � SITE DATA EXISG N AREA I SEAL D' R P IN D TH DAMPR OFING EALED OR PAINTED TH DAMP OFI G UNFI ISHED R A"M.R. YP.BD.TAPE AND V J rco rn I .I MATERIAL AS PER OWNER MATERIAL SPER OWNER SPACKLE A9 PER OWNER H- > I r""kc wl �xi7r, i ST;iev V SITE AREA .260 ACRES-11,700+1.$0. FT. FIRST FLOOR %I'o I za�P l eTY ovlTlu LIVINGIDINING AREA %"TGHA D FLOORING,MATERIAL i 112A GYPSUM BOARD,TAPE AN SSPACKLE3 112" GYPSUM BOARD,TAPE AND SPACKLE3 - �, ,•.en r,.,,� F2n./n E, r� J TAX MAPA 1000-117-04-67 FINISH AS SELECTED B OWNER COATb PAINT 9 COATS COATS PAINT 3 COATS I •r 9 e'b-a-='v/ \ z'w 6,..4. / 'y.-ale"<'�. Y 'p .p vm wc-��>�Cr //-"`/ P•e,.�c�� ;n J N ZONING R401RESIDEN71AL KITCHEN Y:' H R O FL G,MATERIAL 5 ,f2" GY UM BOAR TAPE AND SPACKLE 3 112" GYPSUM SOAAD, E ND SPACKLE 3 7 - I ,T N �. t rzov. owE_u . FINISH AS SELECTED BY OWNER COATS PAINT 3 COATS COATS PAINT 3 COATS d EpROOM 1 N REtAAI RE-F MSX All PER 1!Y' GYPSUM BOARD.TAPE AND SPACKLE 3 1@" GYPSUM BOARD,TAPE AND SPA KLE 3 `IL4 N FLOOD ZONE "AE(EL 3)"AND "X" OWNER - COATS PAINT 3 COATS COATS PAINT 3 COAT N P FIRM MAP a36,03C0601G BEDROOM 11 EXISTING NO TOR AI ,RE-FINISH A9 PER 112 GYP8UM BOARD,TAPE AND 9PACKLE 9 112" GYPSUM EOARD,TAPE AND SPACKLE 3 / Q Z 1 1m - MAY 4,19a OWNER COATS PAINT 3 COATS GOATS,PAINT3COATS y 11 a 4 - °'< \\ g,a 9.sl6 t\, WATER SUPPLY PRIVATE WELL Y 3N ETN L, SELECTED BY ER O 1 ' M:R GY BOARD,TA E AND 1/ ' M.R YP9 M BOARD,TAPE AND f �' '>.�•�G Z G"w, 318"UNDERI.AYMENT WITH ANY COVE BASE SPACKLE 3 COATS PAINT 3 COATS SPACKLE 3 COAT$, PAINT 3 COATS ` �•,' Z WE FOYER SHEET Y4 AS'S LEC Ep Y OWNER ON 112" GYPSUM BOARD,TAPE AND SP CKLE 3 1/2'• GYPSUM BOARD,TAPE AN PA KLE 3 _ - a. \\\ µ'01r, A Lr-�zp A /n�¢ Exlsfing SINGLE FAMILY DWELLING 318"U0- ENT WITH VINYL COVE BASE COATS PLANT 3 COATS COATS PAINT 3 ATS N v 1 1 r-'r r 4 5T e-q z z Proposed SINGLE FAMILY DWELLING HALL %"T O HARDWOOD FL ORIN4i,MATERIAL S ill" YPSUkI BOARD,TAPE AN SPACKLE 3 112' GYPSUM BOARD,TAE AND SPACKLE 3 Be� d' FI ISH AS SELECTED BY OWNER COAT&PAINT 3 COATS COATS,PAINT 3 COATS l•5 - BUILDING AREA BATH I TILU ON% UO YR S ARY /2"M.R OY . 80., E ANDS 3 COA S, 112 .R.GY UM BO TAPE AND Z '.t Existing 1,200 SQ.FT. BAS MATERW.AS SELECTED BY OWNER PAINTS ATS (WONDER BD.AT TUBISHWR SPACKLE 3 COATS PAINT 3 COATS ZVHr< .a. E ZOIJ >= 'X" Proposed 1,720 30.FT. G RA E R TE AS DIR D BY RE D GYPSUM BOARD,TA 518"F RE CODE GYPSUM 0 D,TAE OWNER SPACKLE 3COAT3 PAINT COATS SPACKLE 3 COATIL PANT 3COATS \If LOT COVERAGE SECOND FLOOR C , 1 Existing 10.0% S AI N N 81 AR " 0 FLO ,MATERIAL 6 112" SO R D, APE AND SPACKLE 3 112" GYPSUM BO TAPE AND SPACKLE 3 I V Proposed 14.7% FINIOHAS BELE 3Y OWNER COATS PAINT3COAT8 COATS,PAINT 3 COATS OWNER JOHN AND JOAN DOHERTY MASTER BEDROOM %' O HARDWOODFLOORING,MATERIAL S 112" GYPSUM TAPE AND SPACKLE 3 1/2' GYPSUM BOARD, APE AND SPACKLE 3 103 KOHR ROAD FINIS AS SELECTED BY OWNER COATS PAI T 3 COATS COATS PAINT 3 COATS MASTER TH E IC L ON ." U VO ITARY 412"kIJL Y .E , A AN SPKL.3 COA , 112" R G P3U ARD PE AND KIN08 PARK,NY 11764 BASE MATERIAL S SELECTED BY'OWNER PAINT 3 COATS NDER OD.AT TUBISHWR SPACKLE 3 COATS PAINT 3 COATS MASTS CL03ET NG, A ERI& b 11 P BO D,TAPE^110 SPACKLE 3 1/2" GYPSUM BOA D,TAPE AND SPACKLE 3 NOTE: "'L E #� Y r91s'r� 6 "' .4 L T �+SZ-•AT 1 r7 tJ 5 PI I H A$FELE BY OWNER COATS PAINT 0 COATS COATS PAINT 3 COATS G\S�ERED gRCy�7 TJ T 1•-1 r-, TER FR 5 F RAMC TILE AND CEMENT SIDING A9 TED N DRAWINGS THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN FROM QV.P�Qf.�i q STygNc/ G A R R E T T A . S T R A N G 1,2a H t:,Jr-T Y W,e- 6 117 1 .114 G 9- OED ON WELDED MWAAFpWER PAN A SURVEY MADE BY DESTIN G.GRAF, LICENSED LAND SURVEYOR �' �' LOCATION 1 3 v r.!^ 4 e A T H W t7 HI Lam- '4G�„ ROCKY POINT, NEW YORK DATED AUGUST 23,209,. architect N E 4!!� V lar- 1'-c' L, W-, I,"•f. Y. ALL ELEVATION AND COUNTOUR LINES ARE REFERENCED jO RG.V.D. 1230 Traveler Street Southold N.Y. 11971 SCALE Ay NII-e&W REv,SED DRAw,RG RP 631 - 765 - 5455 DATE 6- y _ �Z i-'r- vZ I'Yb UF.• 60i� b'it> s✓^'ti �r47F OF NEW DRAWN BY G S "e- + -✓ z _ AL"rG tz- �E/n�. SIN PRDJECT B? m 1 I � .� OP" 6 V 4' '14' FLOOR JOISTS-^^•�''�� EXTERIOR WALL I4' RIM BOARD INSTALLED II-7/8' TALL HUNG PROI'7 \ OF BUILDING AS BLOCKING PANELS MICROLLAM DECK SUPPORT BEAM BETWEEN DECK JOISTS JOISTS HUNG FROM 2 (DETAIL AI) SUPPORT BEAM F�L_ /a�Ull-14 1�XTE_F.l ri E.-U �lol ,-�!�• <71-� -• 1 �.\C._ f� I / �" G i�yC 1'"_Y �,`l r'v TJ �' �ti P•-//� 1h--14 1 /ZC+Y T� P't-i, TP-P �-- i 5 'P'F�•<-:J- �. oN ! .. _TMJ ri r �J Li--iT ¢/ // r'—U J6T1✓fZ 7�'F- .%T. i t"L��I-11 � � GE//. r:r-aT '�••.-�Y� YfTc ._I E;p T X 14' I.qE FACE-MOUNTED 5-1/2' WOOD BEARING PLATE INSTALLED MICkOLLAM LVL HANGERS FOR ON TOP OF STEEL BEAM FOR INTERIOR FLOOR JOISTS CANTILEVERED DECK J015T SUPPORT FT r- 14 Tl I/f¢J AND DEJOISTS 1 s/.SUPPORT BEAM EZ s� _ - i"c. ✓oi 1.� _ -, ,--_. .,t 16 i:. I I%•. Y�.1o� FIMG �9N - Yt - .Ci [L.J - vq--- 14 P—I Jn- XIGvo l_� /n„ c/.1_1T , l..E�•J �_� 1-3/4 X 14 LAE MICROLLAM 14 RIM BOARD INSTALLED 9<'L_�l`,vp,'T� GVE�rt- �"1 y-�,,,_� v \, �' �'��Lr-%1---Y'-.� r •G•' / ( r- LJ !�-I tea ! I� LVL AT CANTILEVERED END ... LI AS BLOCKING PANELS 2r- G T-- G- IIs (SAME AS OPPOSITE WALL) BETWEEN DECK J015T5 (TRU5J015T STD. DETAIL AI) - 14' FLOOR J015T5 HUNG FROM 11-7/B' RIM BOARD INSTALLED I SUPPORT BEAM AS CANTILEVER CLOSURE a -- II-7/B' TALL 14' RIM BOARD INSTALLED I r 0 1- a �- _ J I� / - {-j I� r +1� •�,� _ e_2 1 P, r•�-rr MICROLLAM DECK AS BLOCKING PANELS JOISTS HUNG FROM1'�A.��G I ✓�.- $• „ � 1- I f � J �I ' ) I � ' I I N<�'J �-e Y ' ` � SUPPORT BEAM -, BETWEEN DECK JOISTS (TRUSJOIST STD. DETAIL AI) �/ �_-N "�'� u �—� 1 ' " tics1� 14' FLOOR JOISTS r -z � F-.a- U. rur•IL E.¢ 7 _ I I/P u`r. t-: t.�_ <�._ . -T/-�'t'� 0, 5-1/2' 5-1/2WOOD BEARING I-B/4' X 14' LAE MICROLLAM PLATE INSTALLED ON TOP'OF STEEL BEAM -, : ,A c, LVL UNDER BEARING WALL FI t.J r-+�r E•'Z-c:/�` , 1 rt- ('J015TFOR FLOOR INSIDE FOR CANTILEVERED �-� �`s.�-I� .A JI��Y;"-- may/ �� IZK �..� Gl �e�:.e'= , ' _ z Y- t_-.>.% It- II--,�. HOUSE UNDER BEARING DECK J015T SUPPORT4- WALL') F LL 7 X 14' 1.9E MICROLLAM EXTERIOR BUIDING 4' LVL INTERIOR SUPPORT 14' RIM BOARD HUNG ASBEAM (FOLLOW STD. ASSEMBL DETAIL C FOR BLOCKING PANELS 510E-LOADED BEAMS, 1/2' BETWEEN CANTILEVERED BOLTS P 12' O.C., ON PG 2) DECK JOISTS (CANTILEVER DETAIL) 1-3/4' X 14' IAE MICROLLAM LVL ATt-ozc- OUTLINE OF EXTERIOR � F" CANTILEVERED END (',bIST FOR-FLOORI I WALL OF SECOND FLOOR I Thr•=r• /-�-�- � ' INSIDE HOUSE AT CANTILEVERED DECK 1+-61 p.� I..I 4�---6'3'� ABOVE JOIST AREA - END CONFIGURATION') 114. PLAN VIEW NOTE : ncRDX)IB Lw Glsls ARE FA ED . ✓ GOR USE IN DRY AREAS ONLT. LV DF2K JOIBT6 T BE ENCLOSED N Y I/' l"� V BASED ON INFORMATION PROVIDED BY, GARRET STRANG DRY- NM To: Prepared by. 4�5 EBi`� L—� GARRET 5TRA14G JDO DETAIL Phonal Fitt: FWAM wr Az r:,r,., .�' LJ T-s•, r� v 631-76.5-5455 631-765-5490 ♦ p-~</i..� !iF H .Ga '� *Z. —�� i Lot/BRk: Uata: 0q-Iq-02 \Ve [lucao[Ousina. ✓F �1 C. PT. 4, 2d_> 1000-I17-4-7 —TJ——b # Pro ect: NORTHEAST REGI?, N,, GRA MWONL ROAD NEW SUFFOLK NY 10AA.Cid"Ow., mwtkaq NJ. Y MOO 000i76A7B7 40: JI dole T 1 FAX: W.M6.9906 uw t T Y'H 3 BOLTS REO'D AROUND 14' LVL J015T BELOW BEARING WALL OO � QO O OQ N D 0 �"— PLF FOR SIDE-LOADIIID BEAM 15 2% PLF. REQUIRED BOLTING 15 (2) 1/2' DIA. THRU-BOLTS P 24' O. C (2) 1/2' DIA. THRU-BOLTS IN EACH JOIST BAY AS SHOWN WILL BE SUFFICIENT (APPROX, ly' O.C.) 14' RIM BOARD INSTALLED BOLTING DETAIL FO 7' X 1411 L9E AS BLOCKING PANF1 q 1-3/4' X 14' LAE I 2- BETWEEN DECK JOISTS 1111CROLLAM LVL INTERIOR SUPPORT BEAM MICROLLAM LVL AT ......... ............! 6......................,... CANTILEVERED END - ('JOIST FOR FLOOR OUTLINE OF EXTERIOR WALL INSIDE HOUSE AT OF SECOND FLOOR ABOVE CANTILEVERED DECKJOIST AREA A.arnblp A W woky■ Avwrlwp e - END 16' RIM BOARD HUNG AS eM..rr✓ erv..rJr trw,fin' CONFIGURATION') BLOCKING PANELS 'P 'BETWEEN CANTILEVERED e e 14' FLOOR [y DECK .JOIST'S JOISTSFROM NUNG SUPPORT PACK OUT WEB OF 14' FLOOR BEAM JOIST BETWEEN FLOOR JOIST t 1p• [ 11-7/B''CANTILEVERED DECK 11-7/B+ TALL J015T- SECURE DECK JOIST 4 MICROLLAM FLOOR JOIST TOGETHER WITH MWIN i M=UATWAI LAY Ap Ls Udw GidmNs Kmnfm ffiWI 1""p A Ihwb7m MICR16d NAILS THRU WEB 4 PACKING DECKOLLA HUNG FOIST5 OF FLOOR JOIST, INTO SIDE OF wort SUPPORT BEAM DECK JOIST TO PROVIDE + ry LATERAL SUPPORT IJ94fl,-.•i '-':7A?;,o!!f`.,m ^P ,f -4 i ': . a§,GIA �+Y EXTERIOR lyrwlmmrslrnw,.mKranun,.•.1.....,.wFuc.[•..�.u.�w.r, - WALL OF lowywcat.moxvy.cwrl.w.uw.+rl.n.nu r.,..r.11mu.[r.r.[nwrnav[•.r4 BUILDING o1•...w.-•.-- -r•••11 u.A.�.w.y.•...m WI1n+1mx M.1.R+nryniwbmu woy y++.wµnMJl..m1w.1.,Ixnmywww.[y1w11u1rry.mvl �,I,wW 14' RIM BOARD Iw'e-••,•1•J w,w,A.Aar..aN l.r w.x,.1q• CANTILEVER DETAIL INSTALLED As BLOCKING PANELS GNIom Notts r+i..Nww.m Iwd ypkl bwtFr BETWEEN DECK w ,ci unfuwn LuuluLklp 412 .whV.nwnbr EAG.Rh..IR. JOISTS '"I'°•'" I\4 wuwWssr+>bdErow a. . u1r n.l.n m rove Yr4N.Yeru 19R b.n..4mad w+,mJwm1 IE'M')Nw Je IJ'wnanrn n poo p o-+x wrun+nwr lwrxten/w.wmvwww. nnN7/E vY,Rw.low ulel aw Im • 4w[ .1lh[ MDJ vh.w ie f .c.1..4w1., [PN•)nMJlfl'wnrolnNrlwgdM 1 I."N rV"Y fL IYEAY+W.LJ W[N'MY.r . Drm 4m M.nJ'rµ1.1.'.e.l+rwwnwm Ww.a.lW rye4rwL W'w].y'rwwisslJ'wY.v. • ta.wcxl.r.wrrr Nov Awa NOTE MICRQ 1 LVL.GISTS ARE FATED FOR USE IN DRY AREAS ONLY. LVL DECK MSTS MUST BE VrADOEO IN BASED ON INFORMATION PROVIDED BY, GARRET STRANG DRY-AREA TrFE CCNSTRIGTGN BASED ON INFORMATION PROVIDED BY: GARRET STRANG To, Prepored by1 EB PNarpy, To: Prepared by: / ,�e; _ ,i'i .,.� S�rRED ARCy/TF T1TLsE-T7� GARRET STRANG JDO C-- DETAIL Gt�S KEPT A s/Dy GARRET 5TRANG JDO DETAIL 4+J ��EtT TygyCr T N � .Y p Phone: Felt: lwOmw wr R R E T T A . S T R A N G o ff >v r , 1 ,� �- Pholx 631-765-5455 FCtt 631-765-5490 ♦ 631-765-5455 631-765-5490 �+ ♦ e , .j LOCATION 1 3 v c✓ 4 iv .4T iii \Y e9 N L.- ft/.Ra architect 1-40otk: Dat'e1 09-19-02 , s J m Lot/Block: Date: 09-19-02 Y \ ? ` u �{- A1VeyatuemaBmine" o m 1000-117-4-7 TJ b # AWcyah.caa Bamcs. p„ J suLE nevlsED DRnwlne Re 1000-117-4-7 TJ Job # a ",. A5 LIvTH» NORTHEAST REGION ,0 project: NORTHEAST REGION „� 1230 Traveler Street Southold N.Y. 11971 � 6 oz Iseu� F�rc Y�s� xr � ' IOM GN[.Blvd., NrmN NJ. 00069 IDM ce*v Biwa M.Il , NJ. om - DATE 1300 GRA WOHL ROAD NEW SUFFOLK NY FAWZ OW470A7e7 NEW 0P�` 1300 GRATHWOHL ROAD NEW SUFFOLK NY FNONE, 600.c7a.eTe7 s B15z4a o�� - 5 - o z .6 - -7-J9 z 1 ss u E r�¢ �\rr /12 FIIaa T I JDiat 7 FAX- 6%.05.95% 40/12 Floor TJI Jo1st T 1 F". 6%.AB5.9006 TATEocNEWJ 631 - 765 - 5455 Dn+WN o. �A sTWIG w]m-1 , anal p B FG a O4N•W -- PROJECT N^