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HomeMy WebLinkAbout43232-Z �gUEFO(�Cp Town of Southold 1/29/2019 ��o Gyp P.O.Box 1179 o- �' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40190 Date: 1/29/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1652 Bridge Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.4-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/19/2018 pursuant to which Building Permit No. 43232 dated 11/19/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Murphy,William&Reece,Kimberly of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43232 07-16-2019 PLUMBERS CERTIFICATION DATED h o 0' d Signature vs�FFo�,r�o TOWN OF SOUTHOLD moo_ �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ?Jpl � ya BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43232 Date: 11119/2018 Permission is hereby granted to: Murphy, William 1652 Bridge Ln Cutchogue, NY 11935 To: Construct dormer addition and interior alterations (including new windows and doors) to existing single-family dwelling as applied for with flood permit.Replaces BP# 40974 At premises located at: 1652 Bridge Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 118.-1-4.1 Pursuant to application dated 11/19/2018 and approved by the Building Inspector. To expire on 5/20/2020. Fees: PERMIT RENEWAL $100.00 Total: $100.00 Buil g�Fro� TOWN OF SOUTHOLD BUILDING, DEPARTMENT y a TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40974 Date: 9/7/2016 Permission is hereby granted to: Murphy, William & Reece, Kimberly 1652 Bridge Ln Cutchogue, NY 11935 To: construct dormer addition and interior alterations (including new windows and doors) to existing single-family dwelling as applied for with flood permit. At premises located at: 1652 Bridge Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 118.-1-4.1 Pursuant to application dated 5/27/2016 and approved by the Building Inspector. To expire on 3/9/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $350.00 it i spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.if a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. © 2� New Construction: Old or Pre-existing Building: (check one) Location of Property: (y rj 2 (06c (_,/I-v r-rc f House No. Street ® Hamlet Owner or Owners of Property: 2—c1110 Suffolk County Tax Map No 1000,Section f I Block Q Lot ¢_ Subdivision /-/3 3D- Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (chec one)' Fee Submitted:$ 5o Appli gnature SOU�y®�® Town Hall Annex Telephone(631)765-1802 54375 Main Roady Fax(631)765-9502 P.O.Box 1179 ® �� roger.richert(ED-town.southoId.ny.us Southold,NY 11971-0959 ��c4UNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. William Murphy Address: 1652 Bridge Lane city,Cutchogue st: New York zip: 11935 Building Permit* 40974 Section: 118 Block- 1 Lot 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G & S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures TVSS Other Equipment: 1- flange Hood. Notes: Inspector Signature: Date: July 16, 2018 0-Cert Electrical Compliance Form.xls 1 SOUlyolo um, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR - OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1502 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. 7� FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� �� INSPECTOR 1 017��7���,Of SOUryolo TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ::6 r DATE I INSPECTOR oinpolapi-V fo ain}gsul ue.)uaw iaqui,)IN FIV zlzL,M7pS lj PW r -t r ane34 Amu noxi suopsanb Aue ip!m aDTo snll lj�a aseald 'apo OWIS 3110A niaN spaaaxa ao slaaui pue sueld aad se palalduzoz)uaaq spq liom juip pue Sulqumld lgSnoz pue uoi4ulnsur'$uiddugs'3unuPa;alp pantiainaa anu>I Ilaa[oad pauopuaucazo aLII zoi uopazulsuoa alll;o suopaod Burmp alis uo uaaq anew I 'uiaauoa,(Utu li Luolpw oZ IaoA,MON'anBoq:)InD aupq aspl.Tq ZS9I aauaplsaN Aqd uW 28 aaa@U :ON IZ6I I IJOA A'aN'plotvllnoS MIOMMOS 90 NIA01 pLIog uiew Mwcl:u���a Iuaui4.mdaQ Su!pl?ng unmos pIoipnoS 610E 8ENdr I 610Z'Si A-MnueJ� ® r uroo a�oanloaLsytu n�n�n� 681 jh••b£L 169 - C£61-I AN `an.2oyoIno.££6 x0H Od•Pno2I U1EI\ 961H S211•VIDOSSV 29 Z.LHVMHDS 311dvN ,IJZI � i r � � i 0 � • •�� r • O � Si d i INs.ULATION. STATE • e . r- Imp dom r G • �. � / .ter. i r /I. ,► . �� `4"� I�f�� �l ". ►:� t;��!1R�L1�l ��►I ,,- �'; ,/ ilifiF , . �►I _/ it Q U� ,���� r t� u u TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 - 4 sets of Building Plans TEL: (631) 765-1502 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net _ PERMIT NO. (J Check Li Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: ,1�j Approved ,20 Mail to:,/"I/'IK �CG7L✓��� Disapproved a/c Phone: Expiration ,20 Vmcgigv[E 1 mg ector ® PPLICATION FOR BUILDING PERMIT MAY 2 7 2016 Date � � Z � , 20 INSTRUCTIONS Is ING DWL a.Tim completely filled in by,typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I 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, ih 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 applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ® U � -'�^� , fit P ®" Name of owner of premises �� L•,A . (As on he tax roll or latest deed) If applicant is a',corp'oration,,signature of duly authorized officer r ^J. '�f✓. - (Namd`and title rof`corporate officer) - h< Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locat n of land orw 'chproposed work will be done: House Number Street Hamlet y County Tax Map No. 1000 Section Block Lot `iia I �I ' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises a d intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy SA . 1EF'- �Gi� 3. Nature of work (check which applicable): New Building '-,-Addition--,/ Alteration 5 Repair Removal Demolition Other WorkKT $�1- , f� SCDescription) 4. Estimated Cost Fee W 1C�2(10 S TO isE�' (To be paid on`filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor1,/� If garage, number of cars SA/11�_- ©f°1.4 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.c 6 r L`14 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories ; S Dimensions of same structure with alterations or additions: Front '_—Re-or Depth Height Number of'S't'ori's 8. Dimensions of entire new construction: Front Rear, "` f Depth �^ Height Number of StoriesFl? LJ W 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in'which premises are situated 12. Does proposed construction,violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess'fill be removed from premises? YES NO 14. Names of Owner of premises Address Address Phone No. Name of Architect ��% - �-- Address Phone No Name of Contractor Address Phone No. 15 a. Is this property, within 100 feet of a tidal wetland or a freshwater wetland? *YES-'KNO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C:PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *.YES:KNO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO I * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF SY�� S. L being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (Votary Public,State of New York No.01 BU6185050 (S)He is the hZIC—d/ Quail W in Suffolk County (Contractor,Agent, Vorporate Officer, etc.) Commission Expires April 14, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this cx� day of 20� Notary Public Signature of Applicant Scott A. Russell , a°s � ST01KM WA,`]F1E1K SUPERVISOR MA. NAGIEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 z 53095 Main Road-SOUTHOLD,NEW YORK 11971 �O Town of Southold i CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET i ( TO BE COMPLETED BY THE APPLICANT ) ' DOES TMS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes NO (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or'stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ ' D. Site preparation within 100 feet of wetlands, beach, bluff or coastal j erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted = - - -on FIRM Map-of---any-wat-ercourse. - -- - . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval .of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to ell of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. i APPLICANT: (Property Owner,Design o Tonal,Agent,Contractor,Other) S.C.T.M. 4: 1000 Date: Dutncl '7 j NAME: Aq 12 j.) /�I Section 8 ock Lot � `' FOR BUILDINNG DEPARTMENT LSF. c�NLl' " •`�` Contact Information Reviewed By: /'� - - — — — — — — — — — — — — — — — — ` Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 1/_(jJ � L40.1 Approved for processing Building Permit. � ,��(i IJ /� Yf Stormwater Management Control Plan Not Required. Cy ( � ��1`� ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 C *pF SD(/lyol 0 Town Hall Annex at Telephone(631)765-1802 54375 Main Road N ax(631}765-95 P.O.Box 1179 G, Q roger.richert(cr7fown.southoi .ny.us Southold,NY 11971-0959 Q �O BUFMING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 7 llv Company Name: sr S ,- L 9 Name: G Vft 4zC C License No.: Address: e O. 420K c2 /S '"971` ?/ Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: A2 (/fz p)4 y *Address: A S a PG a CA., E C-yr- *Cross Street: `Phone No.: Permit No.: o g y Tax-Map District: - 1000 Section:- ` }Q Block: Lot: L *BRIEF DESCRIPTION OF WORK(Please Print Clearly) /16!/,C 's A)4c- (Please Circle All That Apply) *is job ready for inspection: YES! NO Rough In Final *Do-you need a Temp Certificate: YE NO Temp Information (If needed) "Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other "New Service: Re-connect Underground Number of Meters Change of Service Overhead kdditional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Fort q�, �� �6L Town Hall Annex ] [ Telephone,(bi31}765-1802 Sa75 Maim Road CA` yc b3F 76 5 P.O.Box 1179 G -@ r0 er ri e� iT Soxithold,NY 11971-0959 Q � i^�O JUL 17 2017 B€ aDING DEPARTMENT TOWW OF SOUTHOLD- BTMDING.D +'PT APPLICATION FOR ELECTRICAL lNSPECTI0rT0 0FSc��OrD REQUESTED BY: Date: ,? Company Name: s S E L Name: z. V�IZt(Lt License No.: Address: .O. SoK c2 S• $ouri4o6o '119 7/ PtOne No.: JOBSITE INFORMATION: (*Indicates required information) *Narne: I (-�-I M /M L)C P N V aegcy /?,��e_ *Adclr ss: / a %/2r bG E ^/A;� y ° G v19E f J 9.?V *Cross Street /1�,ASS,4 •L,2 /�r- /L p `Phone No.: Perrrtit Na. ®�-7 y Tax-Map District: - 1000 Section: Bloat: Lot; *BRIEF DESCRIPTION OF WORK(Please Print Cleariy) J� l 0 A c -(Pfease Circle-Ali That Apply) Is job,readyfor inspection: ES NO �ougt, Final *Do-you need a Temp Certificate: YE NO Temp Information.(lf needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect- Underground Number of Meters , Change of Service . Overhead 4dditional-In€ormation: PAYMENT DUE WITH APPLICATION _82=Request or inspec€ion Farm T. TERRY I mvtl li.111. 5-11195 ^lull► jjj-N � r P O" nox 1 17() r TO WV CLERK " '' '-� ,'�� `I' �-- Snulluild Nc� 1•urk t Fax (S 1(i) 765.18,, ILEC;ISTR/�R OF VITAL.STAT151IC5 MARR1AGr OrrICI:R - Tdcphonc (516) 76.t. 1 RECORDS M/WAGEMENT OFFICE 11 i FREEDOM OF INFORMATION OFFICER _ OFFICE OF THE TOWN CLERIC 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 fjJr Develc-pment in Special Flood Hazard Area [C/C(93)] . 6 v. LEF" —T0":4-QF SOUPIOLD Glu'c�/��f� /Ju ith T. Terr Y Southold Town Clerk August 25 , 1993 APPLICATIC)N f PAGE 1 of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT A-PPLZCAMN This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sigLi): 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 iao 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 Admini3trator or his/her representative to make reasonable • inspections required to verify compliance. 8. L THE APPLICANT,CERTIFY THAT ALL STATEME HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO TH OF MY NVLEDGE,TRUE AND ACCURATE. .. (APPLICANT'S SIGNATURE) DATE (SECTION 2: PROPOSER DEVELOP /TENT (T%be. completed by APPLICAB'D NAME ADDRESS TELEPHONE J'C lei✓ �z_ n'j /box- 933 ENGINEER PROJECT LOCATION: To avoid delay is processing the applica[ioa, plcasc provide. enou_vh information to easily idcutify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intusecting road or well-known landmark A sketch attached to this appUcation showing the project location would be helpful. 2 f6F CA FDP(93) ' 1 APPLICATION PAGE 2OFa DESCRIPTION OF WORK (Check all applicable boxcs)- A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (1-4 Family) ❑ Addition ❑ Residential (Mort than 4 Family) leratioo ❑ Moo-residential (Floodproofing? ❑ Yes) Relocation ❑ Combined Usc (Residential & Commercial) ❑ DemoUtioo' ' ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park7- ❑ Ye-s) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Miming ❑ Drilling_. O Grading ❑ Excavation (Except Cor Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Roi�tt, Street or Bridge Construction ❑ SuhAvision (New or Expansion) 1 ❑ I mdual Watcr or Scwcr Systcm ❑ Other (Please Specify) Aftcr completing SECTION 2, APPL[CANT should submit form to Local Administrator for rcv4cw- SEC'.TION 3- FLOODPLAIN DETERMINATION (To be completed by LOCAL AWINISTRATOR) The proposcd dcvclopmcnt is located on FERM Pancl No. . Dated The Proposed Development: ❑ IsI'NOT located in a Special Flood Hazard Arca (Notify the appUcant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ is located in a Special Flood Hazard Arca. FIRM zone dcstgnation is 100-Year flood elevation al the site is: Ft. NGVD (MSL) ❑ Uaavailablc D Tbc proposcd dcvclopmcnt Is located to a Aoodway FBFM Paocl No Datcd ❑ Scc Srcuon 4 for additional instructlnns SIGNED DATE APPLICATION 4 PAGE ] OF 4 SECTION 4. ADQfTI NAI- MFOWATION REQUIRED To he completed by L CALADMINIST-RATOR The appbcanl must submit the documents checked below before the appbcauon can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjaceot roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and spccificatioris,including where appficable: details for anchoring structures, proposed elevation of lowest floor(including basement), typMS of water resistant materials used below the First floor, details of floodproof ng of utilities located below the fast floor and details of codosures below the first floor. Also ❑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). Ft:NGVD MSL For ❑ Floodproofing protection level (non-residential only) (MSL). floodproofed structures,/nppUcant must attach certification from ri-gistered engineer or _ architect. ❑ Certification from a gistered 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 fuoding must also be submitted. ❑ Other. SECTM 5: PERMIT DETERMINATION fTQ be completed Uy.I,QtAL ADMINI RAT R I have determined that the proposed activity. A- ❑ Is B. ❑ Is not in conformance with provisions of Local Law if , 19_ The permit is issued subject to the conditions attached to and made part of tfds permit. SIGNED DATE If BOX A i5 chcckcd, (be Local Administrator may issue a Dcvclopmcnt Pcrmit upon paymeol of designated (cc If BOX B i5 checked, the Local Admuustrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from lbe Board of Appeals i 1 V . I APPLICATION W PAGE 4 OF 4 APPEALS. Appealed to Board of Appeals' O Ycs ❑ No Heartog date: Aped --- vcd9 8J Yes No Coaditions 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 profcssiogal engineer or a Rccascd land surveyor (or attach a certification to this application). Complete I 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). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOT'/ Any work performed prior to submittal/of the above information is at the risk p[ the Applicant. J % SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oa inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO ,SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADh41NI5TRAT R Ccrt.ificate of Compliance issued: DATE: BY: Attachment B I E;AMP,i�E CERTIYICATE F COMPLIANCE al Flood Hazard Area for Development in a Speci i TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (OWNER MUST Rli TA IN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING 0 EXISTING BUILDING O VACANT LAND J 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 TI;L REQUIREMENTS OF LOCAL LAW # , 19_, kS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93) i I - rV � S 87'05'37' E 18 75' b 9P�6ER �O�j 1 V� / 1SE / BETTY k KUNI�L /-70 RECENEO c A. s, ymry�• / ¢ ' gENRY taau �y.s^>'•"a �- w' . •�7'-'v, \ ,� I ty \\ f N ;6.51• /,......u.1��— 1� •f 6\t.,�.' BOARD Of APPEAIS Faa .00 eco / / _-� , 66.5'1� •:/5b♦ - 17 0I0 \ '� j: // �l I'' SURVEY OF PROPERTY w= ; SITUATED AT +u_ ry' NASSAU POINT \ �� £ 1 e i Y,, r'�J '° f�:. :• '� (' \,',, _ TOWN OF SOUTHOLD . -�• SUFFOLK COUNTY, NEW YORK As 1111 ! «`:�/' i S.C. TAX No. 1000-118-01-4.1 \ ^ SCALE I0 o? 11\\ y. / /Q,a uF'\i`=i a v DECEMBER ry1`o\ ��• '6J' Z1 \ \ \1�\ a // ©�. / JULY 14, 1998 ADDED WETLAND UNE AS FLAGGED 22L h JUNE 16, 2000 UPDATE SURVEY JULY 15, 2010 UPDATE SURVEY MARCH 31, 2011 UPDATE TOPO & FLOOD ZONE APRIL 9, 2012 ADDED TESTHOLE & CLEARING -7 -- _ AREA = 75,729 sq It. (To TSE mm) 1.738 cc. f 10• -,- sa'' \ LAC qy 1 p CERTIFIED TD: 'p> \ \ �' /'� I CHII AGOGTITLGAGr INCURANCE COMPANY WILLIAM D. MURPHY \\ \\ I `0 \ ^�` - I Ik _ - ^j0 ` G` S�'�• -1� n KIMBERLY L REECE 1p AL _ - 'y - -�_ sP ,� A� �, 6 LOT AREA &AL BUILDING AREA NOTES: \ '" \ \\ \ \ \ 4J: \\ Ip(L '�` •�� `�5 6$N��p +� /.yA9 I. N.Y.S.D.E.C.ADJACENT AREA= 40,225 sq ft. ��� (TO LA14 0 DMR OF WETLANDS) W N 86'13'28' o-o % 2. IMPERVIOUS IDT COVERAGE= 4,637 sq It. T3 1� \ O6'4bw 57.44' '0'h / (HOUSE,SHED,DECKS,PATIOS,WALKS.APRON, 79AA TT = a CRAWL SPACE ENT.,SHOWER STALL STORAGE GIN) \ \ \ e \ \\ \ \ S c'b 9. / e/ GENERAL NOTES: Ns,• \\ \ @�� \ \ \\ \ e. EwETA p OND / / 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM UNN \ / // EXISTING ELEVATIONS ARE SHOWN THUS:sa W /_y / EXISTING CONTOUR LINES ARE SHOWN THUS• ----s---- 2.THIS PROPERTY APPEARS S PART OF LOT 115 ON AMENDED MAP A CE NASSAU POINT ONFILEDA IN THE . 192 OF THE CLERK 56 SUFFOLK COUNTY ON AUGUST 16, 1922 AS FILE No. 156 \\ \ .9 \ \\ \\4A, a cA6 /j 3. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No.36103CO502H 6 ZONE AE BASE FLOOD ELEVATIONS DETERMINED \ \ 4)• O q, •. ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD(WAVE ACTION), y s \ \ \\ \\ \ \ \\\ f a 6 53/3 /9q S ya0 BASE FLOOD ELEVATIONS DETERMINED 2• \ \ \ \ \ / / 4.SEPTIC SYSTEM LOCATION AS PER OWNER. TEST HOLE DATA •�A�-' - \`N\ \ \\ \\ \` \\ \ / - - - (MST HOLE DUG er THIS OFf#Y ON APM 9.2012) _ A� wPacr"'crrcONoac 1 �O' eueeszm a..urn,mr ee rn�cm I�, 4�, y Rt• \ \ \ \ - v \ \1 la°w ssmma aa,m Numu.,n j� J mM m,aurc,rnmarewru Ffdr.wm -N j)� \ \ \ .!• / •`9 tK Assexta m 1K tn,o,n `. ----.49 Nathan Taft Corwin III _ tP4 S lint,mOf�l a% •SJ \\ \ t60FNE Land Surveyor \ v Sir i W}O \ COQ 4_ 5„rma°r 7>JottpM1 5lmder A N�0-. \ � Y Ttl^Sm°ys—S,�nam—S1e Plan— LmMw.Evn tDNA PKONE(631)n7-2090 Far(631)727-1727 of F i TEo u uuuxc Amrsss Song N.YS lk No 60467 15%Nam RovE PANBe°.rYI 11917 Jomeapai Nn T°Ac 1196) Fa �vE COMPLY WITH ALL CODES OF 96&d APR VED AS NOTED NEW YORK STATE & TOWN CODES DATE: �•P•# A I r REVISIONS FFE: 0 ' -�- BY: OCCUPANCY OR NOTIFY BUILDING DEPARTME AT ^/�� V1 IYI'1 -1 ,CJI 76-,5-1802 8 AM TO 4 PM FOR THE USE IS UNLAWFUL -LOWING INSPECTIONS:_; FOUNDATION NSPECTIONS:yFOUNDATION - TWO REQUIRED WITHOUT CERTIFICATE FOR POURED CONCRETE ELECTRICAL 2. ROUGH - FRAMING & PLUMBING INSPECTION REQUIRED OF OCCUPANCY 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE Foz C.O. PLUMBER CERTIFICATION ALL CONSTRUCTION SHALL MEET THE ONLEAD CONTENT BEF%,--1 fE REQUIREMENTS OF THE CODES OF NEW -CERTIFICATE-OF OCCUPANCY gyp° pb YORK STATE. NOT RESPONSIBLE FOR j �1f,� ! ,c 0 DESIGN OR CONSTRUCTION ERRORS. SOLDER USED IN WATER ALL PLUMBIN ;WASTE 8UPPL;YSYSTEM CANNOT &WATER LIN .s EXCEED 2/10 OF 15 a LEAD. TESPNIG BEFORE O )1FFRlNG .; 26'-3" 5'-01/2 8'-212" 8'-21/2" 4'-91/2" RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 EX. DINING OF THE TOWN CODE, EX.OFFICE CXW25 CXW25 (3)2X8 HER (3)2X8 HDR (3)2X8 HDR 2X12 RR INE16"OC (2)1-3/4X14 ML w/3/4"STEEL PLATE r-1 COMPLY �A TIC;r.I� n n n u n n 111 11 a 11 It It u 1 n " n 11 It n I S �"Mg /`�4'C ^/� r ry , i{ I 11 1 - -�---�----'- - I 11 - - II 1 - I 11 I I,.., POST TO BASEMENT ON i-"Ir ,�, ),-D DL•dViAGE r" Fey S. ',1 �� -1-+ s °p ._ _- _ _ --------------' --------- ------------- - -------------- 11 I --^---^---^--- 1 11 ---^---^---^---^---^--- 11 1 =--^---'�---^-- I IIIT POSE TO BASEMENT ON ppplll n- 11 u q „ n n n „ , n „ 7 n I I� LALLY COLUMN ON 24"X24"X12" �''(�� 1� { n T('� ���j ly" p LALLY COLUMN ON 24"X24"X12" f' 1I 11 I I pa 11 1I I I I I 11 I I 11 1 11 1 I I I FTG.w/(3)#5 REBAR EW(IYP) �'Y 41 LID `M t P.• 0I"s>•9A1 FTG.w/(3)#5 REBAR EW(TYP) i i i II 1 1 p n v n n n I , n 1 n 1 n d• '�` t� It II 11 II It II JI 11 K, 11 11 1 n 11 1 11 1" EX.MASTER 11 lice FI 11 11 I I II �' 11 11 1 I 11 11 1 — — — — — — — — — — — U t 1 IIC II 11 II a ,I n 0 u n 1 1 it I I II 1 II 1 11 91 II -4p. 11 II Ikl II II 1 11 I 1 Illyaj 7 11 11 II tl 11 Ws•9 11 11 I+V 11 11 1 II �i - - - - — - — — — — BEDROOM I Ilp 1 11 1 11 ,I it �p) II 11 If, 11 It !1 11 1 I IL i IIF 1 11 I 11 11 II ti(7 n n III It I II 1 11 (, 1 1 O Ol"a--_ii---'•_EXIST.-! -- -- ::'Cc I11 7 11 I II 11 II 1, 11 11 1 II 1-- 1 I n� n n In n F� 11 LV�jtMu�r u n n I 1 1 IIN 11 -I 11 1 11 ' II 11 11 I II 11 11 1 1 IIw 11 I1 11 1 II 01 p,1 11 11 11 11 11 11 I I n n nF, n n n I u a„ u n u l n n n U n n ,•I u 1 n x, f II 1 II N, 11 II 111 11 11 II --------------------------------------1 EXIST. Il 11 11 II 1 II K II II 11'i II 11 11 -----� 1 BATH 1 II II 1 11 I II H, 11 II II i II II II , I I 1 II II 11 i II 1 11 ((( 11 11 Ir, II II II f 1 , II I I 1 n 6 II _=_='===:11 to EX.MASTER II 11 11 II It 11 11 III 11 II II 11 11 1111 II II II II II II II II I I 1 - 11 II 11 II II 11 11 111 1111 II 11 11 1111 11 11 II II II II II II BATH ROOM II II II II II 11 11 111 It -11---II---11- 11 1111 11 II 11 II 11 II II II 1 II 11 II II II 11 II 111 IIII 11 11 II 11 11 II II II 1 It11 11 11 11 11 II III 1111 II II II It 11 11 11 11 EXIST. 11 11 II 11 II 11 11 111 1111 11 11 11 ItII II II II � 1 .. _ . _ MECHANICALS — — — — ------------- --------------- -----+ --------- ------------------------- —+ EX. DECK 1 I ' EXIST. 1 i STORAGE 1 I i EX. KITCHEN I 1 -------- II I ______________________________—I I �_____ _ U l w II w H 1 I I� I I I 1 1 ' 1 I PROVIDE 5/8"TYPE-XF � I ON WALLS AND CEILING QX, BATH V 1ST. FLOOR PLAN SCALE: 3/16" = 1'-0" 1. REMOVE KITCHEN CABINETS TEMPORARLY,REPLACE FLOOR WITIH NEW WOOD FLOORING. REPLACE WOOD FLOORING AT DINING ROOM AND LIVING ROOIM. EXIST. 2. EXISTING BATH OFF KITCHED TO BE REFINISHED. O GARAGE 3. UTILITY AREA BEHIND GARAGE TO BE ALTERED AND CONVERTED TO LAUNDRY ROOM. s O Z 4. REMOVE WOOD BURNING STOVE AT 2ND FLOOR LOFT(OVER GARAGE). _ �� J LJJ 5. RELOCATE EXISTING SERVICE PANEL,LOCATED OUTSIDE OF GARAGE,TO INSIDE OF GARAGE. rrwn Z 6. REPLACE EXTERIOR OPENINGS THROUGHOUT.ALL OPENINGS TO MEET CURRENT WIND STAPPING V L1J CODE REQUIREMENTS AT ALL HEADERS,CONNECTIONS TO FRAMES,DESIGN-PRESSURE AND DEBRI- PROTECTION AS REQUIRED.NEW OPENINGS TO BE ANDERSEN 400 SERIES ��/ UI 7. REPLACE ALL EXTERIOR SIDING AND TRIM. m O C H Lo � U IN SC G k •,+��! u .. �"57� ��y DRAWN: MH/MS ►T,4I f SCALE: 1/4"=I'-011 D Rcf�ov[� 1 JOB#: DD � _ �,_ +�, � '�° June 20,2016 U (�• � SHEET NUMBER: Urs 2 0 20164.1�,� BUILDING DEPT. A- I TOWN OF SOUTHOLD REVISIONS r - - - - - - - - - - - - - - - - - I I 1 I Ell I I I I — — — — — — — — — — — — — — — — — -1 / \ RESCheck Software Version 4.6.1 / \ Compliance Certificate e 12 Project / / •`� Eby Code: 2010 New York Energy ConservefiHm / \ / \ IocetiaRc Strffa$icCounclr.N2ewYark / \ Censtns6rType: Single-farm / \ Frei—Twe, 'fteratr°" ' ADD 2X12 DF#2 ` chsmft zowe: 4 / \ / TO EACH RR ` Constriwtion Site: Owner/Agent: Dedgrier/Caltraurn: ~ ISEECE 6.MURPHY Mark Schwartz.Arditrct \� 1552 BR7IXiE LANE 1'_0.Boa 933 CUTCHOOUE,NY Cutc1mgue.NY 11935 / mlzserdRibmc raanet / ` �_J yN+ a � � 12 7 ";.. ,zw�;,-..s:,i...�%xi.,'2.:.'edx ,:"`.>•r .�'` 'v>`.,e'.i,Sd::;. //'' caanpil>+ncc saw%Bette Tluw cede tnfenlmnM 46 - :w xwx 0A:✓3s 1 O / \ .� (/� 't'' O '••I EX. 2X4 COLLAR TIE @32"OC \ `� r a R m Envelope Assemblies r ADD 2X4 TO EACH SIDE OF RR(BLOCK UP AS REQ.) BUILT UP Wa I:Woad Famruc.15' 219 19.0 0.0 0.060 r • \ R \ Window 1.Wood Freme:l3orAla(e Low.-E 6t! 0100 16 BLOCKING �� \ �1:� d2 D-W° 13 (TYPICAL) r (2) 1-3 4X14 ML w/ mw3/4it STEEL BEAM �\ Cerg 1_ � �C.lw,y 9 42 43 0.0 0.024 1 Cansprrarrcr Srmternmt Tire prt aced 6vgd"ing design�descn'6ed here is cormivm+x w kh dw bu ng Plans,apecf`Kodons,vnd vdl celcrd 1=sulDmitlhed wrodr fire pam2 application.The proposed 6u"nq hes hear d signed to meet tive 2010 wwr York Er—H 1 conw"vadort Comtrucrion Code re tiU rements in REScleeck Version d.6.1 and cemplY with dm rrteredmtary requirements Eyed wr line RESchcr/r inspection Cherklest Ey ane-fide Sirumre Date N p UU O _ v' 00 x a I y Prv*ctTit'e: Report date: OSM3 G a Data filenar e= cmj!et'slCbraftYng stat z=4Dasnment AREScheckNnEECE-49URpw.trk Page 1 of 1 Q W U pz W Ll U a EXISTING FLOOR SYSTEM (VIF STRUCTURE v� O v� U I�4• 4- 81® �A p. a D v• / / p D' v �•D Q Y �� p 1 r� 11 I ( �'� � i I 11 1 t1D STAtN1ESS STEE1 1 1 I I 1 l I 1 1 � I ( \ I I j l I ( j l I I OR GALVANIZED 6.6 � WOODSTREWSI�, n � WASHERS®1z•D.0.c � I , , O � z•D.� I I III f'� Z CROSS J 1 �: W I I S1 11 I / 1 �� / I I I I I 5„MTHaIG �O W Z / r III 1/]'AVA M'IEU SHEATHING 1 ( I � 1 1 1 1 (ALMTFRWTV V 7116.OSB.) ! �' I i i �1 • - 1 0 W l , , 1 1 / 1I� / SCALE. 3/8 I / t10wSaaTAs INc,sLAELSVSANsrzrtEEDL III I ( ll�IS 1 1 I/I I(`4\I II5 'lI/f' WINDOW SBL 1/2” AMnD HAN MDRD (AERMry7/16"0SB.) �II'Ij II( I y Ow"RaD GoSADrLuVscANRNLLIEmZ�ED S wT/EEL . ca 0 3 a.Dez CDv w1 suD1/4 11/2CD WAHES 0WD.0TYPICAL WINDOW OPENING LAN 13" SH ER( (LESS THAN 4'-0X8'-0"OPENING) WASNE0.5®1z"0 C TYPICAL DOOR OPENING (LESS THAN 4'-0X8'-0"OPENING) zDixioFiz nuns mNNE�0 11/4() R .D ERN'RHSIAINIESS STEEL 3 2 / • �D ARC OR,N�D BOLT$W/WASHERS VV- M'DNN _@Z­C C.O. TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) ((f �. 9 DRAWN: MH/MS SLOPE"1/4"PER FOOT _ PITCH TO DRAIN 4 � Q �, �-� SCALE: 1/4"=1'-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL a^c.L Se�rlcs�srE�n *.~ '� ' N * JOB#: AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) TRAP HOUSE May 03,2016 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" (� /�� AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ' �C SHEET NUMBER' COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL SCHEMATIC /{/�_- //�' -9 0223 y0 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PLUMBING S V H E M AT I \ TF O F N E� ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. vv A-2 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N.T.S. r REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. _ 9 KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE 1 RIDGELEDGER BATHTUB ® Q� HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS re FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBFRI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APIPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGERS+ ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE cN THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC Q� `C U WALL STUD THROUGH-ROOF EXHAUST M ti VENTS SELECTED AND t M LOCATED BY CONTRACTOR k �. t METAL STRAP U p 2 Ln RIM BOARD VENTILATION CHANNEL N O H RAFTER AS REQUIRED RAFTERS U ` MAINTAIN SILL PLATE(S) VENTILATION WOOD JOIST S FOUNDATION TOP PLATE 2x40 LEDGER BLOCKING ^+ °' z r 2x4 SOFFIT JOIST r STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC 0., AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUMNET FREE RVENOTI VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ♦ THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �♦ SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT Q�u4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ♦ ♦ r RESISTANT METAL MESH WITH MESH CON TIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS ♦ OPENINGS OF 1/4 INCH IN DIMENSION. ♦ INSTALL 4'O" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00' 18ga. STRAP AND JACK STUDS / �, ♦ CONNECT TO ON ALL OPENINGS �`• 4" - 6' RAFTER RT10 10-3/4' x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS ♦♦♦ ♦ 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL / `�' ♦♦ Ian ♦ RAFTER w _ \ Q z WOOD JOIST 5� TOP PLATE GIRDER/HEADER W U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD W FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION w INSTALL 4'0" O.C. F�.c./ O 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET i � � TYP. CONC. FOUNDATION /� CONC6 MIL.. POLY V� � SLAB GRANULAR FILL � % C i DAMPPROOF EXTERIOR . V , , , i 6MIL POLY ON EXTERIOR ` , 1 • V STEEL COLUMN I r _ r. % , RED ARc N CONC. SLAB ° �•° I�\ IN e I , %j %ANCHOR BOLT EMBEDMENT: // I� � /�•w�w �v Sc n )'° POURED CONCRETE: 7" ° V ♦ ♦ COMPACT FILL :e , BLOCK WALL: 15" �` v 7 KEYWAY FOOTING ° V (�•° •. CONC. FTG. ° Q'4 G o' USE WITH 3x3 SQUARE WASHERS "k O L11 O • ;O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) p REINFORCING BAR DRAIN TILE i ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT - I I I (P d r SUPPORTING MAXIMUM SPACING r r SILL PLATE TO FOUNDATION 1 STORY 72" OC 9T X22339uj � � W Z CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION Or[- N�� (9 L TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONCFTGCRAWL SPACE OR FOUNDATION 2 STORIES 36" OC Q WHERE NEEDED FOR STRUCTURAL BRACING. . . . rrfnt WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC V SLAB-ON-GRADE r^� Co O SUB FLOOR C CONC. SLAB DOOR FRAME 6X6 10/10 GARAGE G JOIST � U COMPACT FILL � DOOR I USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB • '• P.T. PLATE , :I� W/ 6X6 WMM \ SLOPE / 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT `• 4 1 • ° 7 1 2"• (WITH A NAILING PLATE IF NEEDED) '"' •: n• :• •'.• . • THER THAN EL BEAMTO ALLOW FOR OOX. IF OSHRINKAGE G ADE 4 "'a'-"v''" • •` c�' ° C ° • ' • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 4 • 'e • o•:° _ DRAWN: MH/MS 6X6 W.W.M. ,— ; �•,— e ° =ril 12" a �D e D 4 4 4 . ° ° O n SUBFLOOR MIN. f..S a , '• t!•e A•° A', .° �� o 'e• • s „'s �— SCALE: 1/4"=F-0" 4 4 REINFORCING BAR 1 •• JOIST DRAIN TILE {� 0 REINFORCING BAR • d �•• e — .TOB#: ° • l)'n �• �•° STEEL BEAM 12" Q' May 03,2016 e•• ° PLATE (BOLTED TO BEAM) SHEET NUMBER: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT Alk REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL CRIPPLE STUD RAFTER WALL STUD BOTTOM PLATE 0 RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR p HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH�RF�TE] 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER N ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Q w WALL STUD N a r•n THROUGH-ROOF EXHAUST "r a VENTS SELECTED AND M ti METAL STRAP ` LOCATED BY CONTRACTOR U Ln2 VENTILATION CHANNEL ++ ° °p izt RIM BOARD AS REQUIRED ti RAFTER �. u m SILL PLATE(S) RAFTERS , U MAINTAIN n VENTILATION WOOD JOIST FOUNDATION _ , , I ,, ,_ ', TOP PLATE BLOCKING LEDGER BLOCKING ° r 2x4 SOFFIT JOIST r STARRING TO BE ATTACHED TO WALL STUDS ®48"OC R, AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUMNET FREE RVENTILA NG AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS + RESISTANT METAL MESH WITH MESH CON TIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i OPENINGS OF +/4 INCH IN DIMENSION. i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDSCONNECT TO ON ALL OPENINGS 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDON' EACH RAFTER N ANCHOR/ ��' PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS i 2ND. FLOOR WALL —� RAFTER 0 \ z z WOOD JOIST O H r �—•-► TOP PLATE GIRDER/HEADER W 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD �j FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION W z INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION U ON ALL OPENINGSCONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDSOONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PILATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD r SILL GASKET ' r r TYP. CONC. FOUNDATION /\ CONC. SLAB � C DAMPPEXTERIOR V , , , • r 6MIL POLYY ON GRANULAR FILL 6 MIL. POLY V.,ON EXTERIOR \.Q o % r 1 RED A&C, • y STEEL COLUMN r ' _ r, r G /1 ,(� v CONC. SLAB Q • \ s I v r ANCHOR BOLT EMBEDMENT: IIS ` � �A\� �I1N SC�� �•° ( �'Q POURED CONCRETE: 7" • V LL: Q � � � COMPACT FILL �• r BLOCK WA15" �` • Q r w ` ��►/i N 0 KEYWAY FOOTING • V • q • •Q CONC. FTG. 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