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HomeMy WebLinkAbout29413-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. j CERTIFICATE. OF OCCUPANCY No: Z-30120 Date: 04/06/04 i i j THIS CERTIFIES that the building ADDITION/ALTERATION 'Location of Property: 370 TERRY LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET). County Tax Map No. 473889 Section 65 Block 1 Lot 6 i Subdivision Filed Map No_ Lot No. j �. conforms substantially to the Application for Building Permit heretofore i � .. filed in thisoffice dated MAY 21,.. 2003 pursuant to which Building Permit No. 29413-Z dated MAY 22, 2003 was issued, and conforms to all of the requirements of the applicable t provisions of the law. The occupancy for which this certificate is issued i is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to WILLIAM D & PATRICIA MOORE (OWNER) 'i of the aforesaid building. ��. SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL N/A I + ELECTRICAL CERTIFICATE NO. 1181959 02/17/04 PLUMBERS CERTIFICATION DATED 03/26/04 RADIANT SOLUTIONS, INC. 0 Authorized Sign re 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. 29,413 Z Date MAY 22, 2,003 j i Permission is hereby 'granted to: E WILLIAM D MOORE 51020. MAIN RD SOUTHOLD,NY 11971 I for E ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS. 1; APPLIED FOR p at premises located at 370 TERRY LA SOUTHOLD County Tax Map No. 473889 Section 065 Block 0001 Lot No. 006 pursuant to application dated MAY 21, 2003 and approved by the Building Inspector to expire on NOVEMBER 22 , 2004 . Fee $ 167 . 40 uto 'fie"ig ature ORIGINAL Rev. 5/8/02 _7 Form No.6 ' i- TOWN OF SOUTHOLD _ BUILDING DEPARTMENT TOWN HALL R ',Q 2MA 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: I. 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 plwnber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. C+ !!+u, i' +.!. ! n '+l ustrial building,multiple residences and similar buildings and installations;a certificate ,+t( ,+dr(',+; 111 :.:KVIIr l +n1 architect or engineer responsible for the building. 6. Submit Plarming Board Approval of completed site plan requirements. r B. For existing bj Adings,(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 i denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$250, Swinuaingpool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Cert'fi `- of Occupancy on Pre-existing Building- $100.00 3. Copy f Certificate of Occupancy-$.25 4. Upd ted Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 3 �� New Construction: Old or Pre-existing Building: (check one) Location of Property: 37o /4?vLane- socc&61/ House No. // Street Hamlet Owner or Owners of Property: Iyi l/(am Suffolk County Tax Map No 1000, Section 6^ Block / Lot Subdivision '/ Filed Map. Lot: Permit No. Z �7 J 3 Date of Permit. s��2 O3 Applicant: InbnTe Health Dept.Approval: N4 4 Underwriters Approval: °je-4 Planning Board Approval: �✓jA Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature 0� 0ya© Mar 25 114 178:278 Shawn KruK I-531 324-7257 p. i Tapp c� 9j,5 r` tc3aix:Ftirxd 6 ir.= h Pax(€31)65-4502 K F p, u k 179 x �ryG' Tc=E$p€ojlc(631)76.5-1902 AU1Lf7lX?�SEPARTA4EN`E' CER'I'l_F1CAT 1.0NT Building PcTmittl f:}c1=izec:_ t�IlllGfo'vrot�/�i���e'O�i �a��� (Pfensc print) Pt�cr: t resr� 7 /nfilr i� ` �Zowg.ad' fnm tsrint) — / i I sdtify that thasoltter use}in the watersupply systettk mrstains fess thin 2110 of 1% lean. (Pftmlhers Sigt7ututc} Sworn to before tn4 this-2) day of_ i 4—, 2 Nolary Public, ._ Colmty IMMACULATA M SCHiELEIN NOTARY PUBLICSTATE OF.NY - NO 01 SC6067199 QUALIFIED IN NASSAU COUNTY COMMISSION EXPIRES 12/03/2Oi2.� i D r�r�rJ�rJ�rJrJ�rJ@PrJ�J�rJ�r�rJ�rJ�rJ�rJ�nrJ arJ�r�rJ@nr�CJr?PcGPr��nrJ�rJ�rJ�rJrJcPrriJ�Pr�P�PrJ��n�nrJrJ�rJ�r�r�r1rJL1-rJ@PrJ@PrJi Pr PLrnPLr MI i BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS " WRITEERS 5 r BUREAU OF ELECTRICITY 5 r rj 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by r k r REP ELECTRIC PATRICIA&BILL MOORE t P.O: BOX 635: 370 TERRY LANE Dj MATTITUCK,NY 11952; SOUTHOLD, NY 11971 t Located at 370 TERRY LANE SOUTHOLD, NY 11971 Application Number: 1181'959 Certificate Number. 1181959 5' Section: Block: Lot: Building Permit:294137-Z BDC: nsl1 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: [� First Floor,Second Floor, Outside, (+.. was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was found to be in compliance therewith on the 17th Day of February,2004. CU Name OTY Rate Rating. Circuit Tyne Alarm and Emergency Equipment t� Sensor 1 0 Carbon Monoxide Sensor 1 0 Smoke , Appliances and Accessories Air Conditioner 1 0 30.000 BTU Wiring and Devices Receptacle16 0 General Purpose ) Switch 8 0 General Purpose Fixture 18 0 Incandescent Dunmers 6 0 Disconnect 1 0 Air Conditioner ' seal I I� 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated, r Pr ro[PCPL17c1@1rPr Pr Prr Pr Pr P[JPLLPaIIdEI P[J�[P[1r�[f[na PtPc frJ@P[J�[J�rJ�[frJ[l�[IcPrJc IrJr l7[J�[P[PrJ o�frJ�r P[P[P[J�tJ�rJ�cJ ar f[J@P[PrJ�rJ�rJE 1 I_it TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT / FORMER OWNER v1 .1 �C7f't'0-f N E ACR E $ 7d.�=° ca a9.aata t S W TYPE OF BUILDING 2ES./ SEAS. VL. ` ` FARM COMM, IND. GB. MISC. Est, Mkt. Value LAND IMP. TOTAL DATE REMARKS td rry � �zQ 0'-'0 - .— -_. .. �' 7 s '•.'. . -:+s_ - -; � ..tea ., AGE ILDIN CONDI f I FRONTAGE ON WATER lC 7,000 FRONTAGE ON ROAD BULKHEAD x Tillable 2 DOCK tillable, 3 O Noodland iwamplond �^ 3rushland louse Plot rotal it 1. ` I I _ z (I 1 y' M. d F Bldg. _ Foundation Both �:� moi" �' Extension .qui D Basement Floors Extension Ext. Walls z+�( r Interior Finish Extension Fire Place Heat Porch Roof Type -- o 1 + Porch Rooms 1st Floor t B — X 7, g – / Patio Rooms 2nd Floor !°- Garage ntGA -,_ //O � pvr56tw.0 Driveway Dormer O. B. aad S/d6, 4 I I M15/2003 16:20 215-530-1€36 - _ P4GE 01 i CHORNO ASSOCIATES ARCNdrWT$-PLANNERS"INTERIOR DES KIN 35bEDGkUM A1JENUE OUAKEPT WR PA 18%1 51 2 MAINROAD SORHMD,��ld31 0r °x )s *D-i® FAX. we 'w-la (Mi) 766-M() FAX (63 1) i _ September 15th. 2003 w To^w'�n,of-Soutvhold ti Ree Moore Residence Additlon 370 Terry Lane Bythis letter, I cedlfytM I have inspected the connections and nallirng ul the malls of the above referenced project and found them cormety done. i k �ryRED Aq0 Ange!S. CtranoAiA 0 sib Ff7 N£K fi j 1 s BUILDING PERMIT EXAMINER CHECK LIST `� @ DATE REVIEWED: 5 0—t/03 APPLICANT- a-� CkcG_ C DATE SUBMITTED:X620/03 SCTM#, DISTRICT: 1.000, SECTION: , BLOCK: ( , LOT: _ SUBDIVISION: � ADDRESS: e 2p /� CITYc ` I _-ZONING DISTRICT: _CONFORMING? BUILDING'PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO, BP -Z/ C/0 Z- , INFO - /BP -Z/C/0 Z- INFO PRE CO: Y OR N BP -Z/C/o Z_ SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lotrecognition.(CREATED before June 30,19831,.UNDERSIZED LOTS FROM JANt.1997 100-25.Merger.(A nonconfotmino at any time after 7f1/: REQ. LOT SIZE: ACT. LOT SIZE; A REQ. LOT COV. d ACT. LOT COV. _ REQ. FRONT GIO PROP, FRONT V REQ SIDE iy ACT. SIDE 6/ ' REQ. REARa PROP. REAR _� REQ. HEIGHT PROP.HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: G60K- �IENGINEER: � ��� FAST TRACK _ WATER FRONT? No DESCRIPTION: PANEL #: 4 FLOOD ZONE: COMPLIANCE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or (BED #): _DTE: _/,/ PERMIT#: TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE-DEC 9n/75 YES or O SOUTHOLD TOWN TRUSTEES: YES o O TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE2): ES r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 695 SF SECOND FLOOR: ,?gSF OTHER: SF INIT OTHER TOTAL TOTAL: �SF FEE FEE FEE 4119IN 1. (__0,C- _SF)- ( ,&9 SF)– , SF X $ .,?6 =$ 17 +$ /3' +$ _$ la 2. (—SF)- ( —SF)= SFX 3. (—SF)- ( SF)= SF X $—=$—+$—+S $ t FINAL TOTAL: $ S �� NEW YOLK STATE CODE COMPLL&.NCE-CHECKLIST USE/OCCUPANCY CLASSIFICATION: . HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: t300& YZj rt�tQ DESIGN CRITERIA: ENGINEERED SCRIPT FULL FRAMING DESIGN ELEMENTS: HEADERSO/,N WALL STUDS:G/N GIRDERS, /N CERING JOISTS:WN FLOOR JOISTS: V/N ROOF RAFTERS:&N LUMBER SPECIES AND GRADEO/N DESIGN LOAD CALCULATIONS:(M { SHOULD INCLUDE LRT,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLI.ST AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE.TEST REQUIREMENTS I)N EGRESS, LIGHT, VENT.-&/N LOAD PATHS: Y/N/ ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE:�N MEANS OF EGRESS''D PLUMBING RISER DIAGRAM: Y yam. LOCATION OF FIRE PROTECTION EQUIPMENT: /N �_ . TRUSS DESIGN: Y/N f CERTIFICATION: Y/N e ENERGY CALCS:( N f TOTAL COMPLIENCE? Y)N (RETURN TO PAGE ONE) i Permit Number AIECrke Compliance Report Checked By/Date New York Matte Energy Conservation Construction Code MECcheck Software Version 3.3 Release le Data filename:Untitled TITLE-Moore Residence COUNTY,Suffolk NATE:New York T3I?D:.57,SQ , CONS`TRUCTTON TYPE:Detached 1 or 2 Family 11EAT'WG TYPE:,Non-Electric DATE:94/11101 DATE OF PLAN&April 10t4 2003 PROD T DWORMAnON: biome COMPLIANCE:Passes MaxmumUA=173 our 6me 166 0 Z.Than Code Cross Glazing Area or Cavity Cont. or Door Perimeter R Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 625 19.0 0.0 33 Wall 1:Mood Frame, 16"o.c. 975 19.0 0.0 48 Window l:Wood Frame,Double Pane 106 0.320 34 Door li Glass 74 0.320 24 Floor 1 All-Wood Joist/Truss,Over Unconditioned Space 576 19.0 0.0 27 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building Plans,specifications;and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Cade requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,suc plans or specifications re in compliance with this Code. e Q BuilderMesigner, / FW Date S' 1�/° 0.Y ,A; fe MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic DATF:04/11/03 TITLE:Moore Residence Bldg. { Dept. Use { { Ceilings: 1. Ceiling 1.Cathedral Ceiling(no attic),R-19.0 cavity insulation { Comments. i Above-Grade Walls: [ ] 1. Wall lc Rood Frame, 16"o.c.,R-19-0 cavity insulation i � Coumtetus: [ Windows: [ j { I. Window 1:Wood Frame,Double Pane,U-factor:0.320 { Forwindows without labeled U-factors,describe features: { #Panes Frame Type Thermal Break?[ ]Yes( j No � Comments- Doors: j j ( 1. Door 1:Glass,U-factor:0.320 #-Panes Frame Type Thermal Break?( j Yes[ j No { Comments: { { Floors: ( ] { 1. Floor 1.All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation ( Comments: f Air Leakage:. [ j Joints,penetrations,and all other Such openings in the building envelope that are sources of air { leakage must be sealed. [ ] [ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tigbt assembly {, with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a { 3"clearance from insulation. { Vapor Retarder. Required on the,warm-in-winter side of all non-vented framed ceilings,walls,and floors. f {, Materials Identification: ( ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. Materials and equipment must be identified so that compliance can be determined. j j (, Manufacturer manuals for all installed beating and cooling equipment and service water heating [, equipment must be provided. j { Insulation R-values and glazing U-%ctors must be clearly marked on the building plans or specifications. Duet Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ j I Supply ducts in unconditioned spaces must be insulated to R-& I [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return duds in basements. Duct Construction: [ I }" All joints,seams,and connections must be securely fastened with welds,gaskets,mastics } (adhesives),mastic plus-embedded-fibric;or tapes. Duct tape is not permitted. } &cegtion:Contimtously welded and locking-type longitudinal joints and seams on ducts }' operating at less than 2 in.w.g.(500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ I } CooIing ducts with exterior insulation most be covered with a vapor retarder. f I } Air filters am required mfie ieturntd�system. L I 'no HVAAC system most provide a means for balancing air and water systems. } Temperature Controls: tlnbmrt has at lesat one thermostat capable of automatically adjusting the space etatdresetpomtofthelamest`zone. ll Eleeftfrc�ystems: . gepatabO 4heters are required for each dwelling unit. F� t } .Fireplaces; [ I } Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ I } fireplacesmust be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code ofNew York State,the Residential Code ofNew York State or (, iheNew York City Building Code,asapplicable. } Service Water Heating: [ I I Nater heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the } water heater has an integral heat trap or is part of a circulating system. [ I I Insulate circulating,hot water pipes to the levels in Table 1. } Circulating Hot Water Systems: [ I ( Insulate circulating hot water pipes to the levels in Table 1. } Swimming Pools: [ I I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% ( ofthe hearing energy is from non-depletable sources. Pool pumps require a time clock, I Heating and Cooling Piping Insulation: [ ] } HVAC piping,conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the j levels in Table 2. 4 765-1802 BUILDING DEPT. INSPECTION { FOUNDATION 1ST { ] ROUGH PLBG. ] FOUNDATION 2ND INSULATION ] FRAMING [ ] FINAL { ] FIREPLACE A CHIMNEY REMARKS. B 'CAI G�DATE i98 /tea 3 INSPECTOR ; Tql 765-1802 BUILDING DEPT. I SPECTIOi [ FF NDATION iST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ I INSULATION I ] FRAMING [ ] FINAL ] FIRE ACE CHIMNEY jRE K5: fig 12 cl, ell DATE INS PECTO i 765-1802 BUILDING DEPT. INSPECT14 [ j FO NDATION IST [ j ROUGH PLBG. [ ] OUNDATION-2ND [ ]. INSULATION [ FRAMING [ ] FINAL [ j FIREPLACE CHIMNEY REMARKS: DATE INSPECTO e+s L// 765-1802 BUILDING DEPT. INSPECTION [ I FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [�SULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: .2 DATE t 6.fs3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG [ ] FOUNDATION 2ND [ ] INSU ON [ ] FRAMING [ NAL [ ] FIREPLACE & CHIMNEY RE A�tKS• vZyL S DATE ZINSPE 765-1802 BUILDING DEPT. INSPECTION j [ ] FOUNDATION IST [ } ROUGH PLBG. ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ INAL ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION j REMARK i I DATE INSPECTO ` i a e • e - '1• 1 -_� F - _ ^'� J _ M 11 �` . TOWN OF SOUT11OLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DE PARYkMENT Do you have or need the follawing,before applying? TOWN HALL r Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX- (631) 765-9502 Survey— www. northfork.net/Southold/ PERMITSurvey Check Septic Form N.Y.S.D.E,C Trustees 'Examined ` Z— ,20. Contact: r Approved ,20- Mail to: 'Disapproved a/c Phone; Expiration 20 Buil ng Inspe u 2 1 2003 } APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to 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 1:8months 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 perrrnt 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. 1 i (Signature of applicant or name,if a corporation)' j i (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises R�,C. tc, !TriM cc}y-p— (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. t? Plumbers License No. 'Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3-24 Sc9 u10�a� House Number S et Hamlet County Tax Map No. 1000 Section (pS Block Lot Ip Subdivision /Z3,'2, 0b-wFar1 Filed Map No. Lot (Name) State existing use and occupancy of premises and intended use and occupancy,of proposed construction: a. Existing use and occupancyrcrineP b. Intended use and occupancycz Nature of work(check which applicable):New Building AddtionX Alteration i Repair Removal Demolition Other Work it (Description) 4. Estimated Cost Fee } (To be paid on filing this application) ` 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6; If business, commercial or mixed occupancy, specify nature and extent of each type of use. ��N ` 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear i Depth Height Number of Stories f Q8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size,of lot: Front Rear Depth i 10. Date of Purchase Name of Former Owner Zone or use district in which premises are situated lam''/V t I 12. Does proposed construction violate any zoning law, ordinance or,regulation?YES NO — f 13. Will lot be re-graded? YES NO_z( Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No 6 Name of Contractor Address Phone No. Ih 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. II: b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 4 STATE OF NEW YORK) s SS: COUNTY _�OF iGc?1 Gnus being duly sworn; deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0 7�ry�s (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 thatthe work will be performed in the manner set forth in the application filed therewith. ii Sworn to before me this Z: 21 da. of A 20 Notary Public Signature of Applicant Claire L. Giew Notary Public, State of New York No.Of GL4879505 Qualifieo in Suffolk Coun Commission Expires Dec.8 - a fILI 11 Ty l jZ �• Ri.f 15- z - •.moi -�'•i. _- _ - -. • - _ - - - . . - l-- .+ _ p ' UN ,: ` tr} jk � 4fi1 y f d : l d 31 l Y { °';� .• - l7- K I' :.• - - - - -. . . - ' _ --. _ __ -.- - -, /; - - - - - _ �.,t /•z , 3>a• `., Z u �rc w�7a fix ' ��a9 ;a .th J . - - -' a4 k - - _ .. - ..;lY^ , - t .;`V(J - _ - �© / .• £"t" eY � I,R L t'f 1 ''AS. F 4Ndj � '4 '}dam 1 _ !f -' `- {G; l .j• � W -t�.'`dR�. et �` � ,P� ;.t "�3i'4hx; �. I _ `•J 646. - Itip .>., _ - cat. x y, iw £ g•.,f �v ,, _ "°h} S _ - .ill (J - - - - :f. _J le /tir- - - • .J - §n � '4�y, t,}.'. ; ,.,;a -'^'�, - . ,, 5 ,� .�3,sur.`,w�» �cx...,�-;Nam �, ae� � .•�$•:% __yn-•�i 17 oll Ire V•V • - . . _ _ _ _ --_ J. - a : f'e". - -1 - - _ _ k .. _- I ,�, mow• { t s ' x a , _ - - - _ - - _ . . - - - >� v �:x .,K.-1-��• . '�_ � ■i �'�ee�i - � �.;: <v � ��x to 7 �`r"'� 4 r .. - � _ _ .. _ _ _ _ _ _+• , t.•- - .. I iii�'k�*++�� � � i . - _ •-^ X71 ` `7:1.11 I { r ✓ '� i ,n:.'/w .,A _ - 1 _- tel 1 - 4*ae _ •!sa kr +µ -Y' � P �17#i }c �Q41 [x1a1T ,-- .I twii..i • -- '.. - _ - - . - . - - . - - _ ti- a � :Ct a > � e . :; °�', -At:PfCF[ 'tnJF:tt`—I:t:,dF• i7,(:OT7 = F' rei. : ��:'Ni xw,xw er �� e e t f71Yr`t7CT a IC}ti Ni AAh h9T-GIIA7+Ai1 L60� :. •x"� rig + +I-.tl li•., , L.'Ya Y k t '4f t t - t © SURVEY OF LOTS It & 1 o S'UB ?IVISION MAP O - PROPERTY OF JONATHAN T , OVERTON FILE N4. 1055 FiLE19 JANUARY 4, 1932 SITUATED AT FaF W�a°2� 001, SOUTHOL } TOWN OF SOUTHOLD SOT O a SUFFOLK COUNTY, NEW YORK 3 S.C. TAX No, 1000- 5-01 -0°6 SCALE 1 "=30, a4 � ' OCTOBER 3, 2002 jog , 97 N AREA = 20,427.66 sq. ft. L ° Q7 >� ® 9'Q �Nir 2 y 0.469 CO. a ^moo \ _ � / �$ OVERHEAD_WIRES p/ LOP10 4 $r < a N VSs >> esHOwFRp �Jy ^ 1\ 2g 00 E RQ 4.p. rE? W Ag ;n o 3g° \ /ZOO O PRPARED iN ACCORDANCE WITH THE MINIMUM yam. ro STATDAROS FOR TITLE SURVEYS AS ESTABUSHED / BY THE L.IA.L.S. AND APPROV AND ADOPTED NJ �prYFtp .:.. (�, FOR SUCH l;'SE BY THE NEW RK STATE LAND cR " _ /'�_� TITLE SAC ON. Lpp, O �'ar Nrl oro i/9 "/ / ° . �,[`j" J " QN P+.[ a'/Y ,,,,..,�•,." �"- oRNO,, U ° • .° c$° 49 �� N.Y.S. Lia No. 49668 UNATHORIZED ALTERATION OR ADDITION --"�— TO THIS SURVEY IS A VIOLATION OF - SECTION 7209OFTHE NEW-YORK STATE EDUCATION LAW. Joseph • tngegn© COPIES OF THIS SURVEY MAP NOT BEARING . ERVE1BRB INKED 9FL�OR D-E Mvp, or§ TO BEA OVLI� iHOPYLn ^ CERTIFICATIONS INDICATED HEREON SHALL RUN ' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE = OMM ._ OERSEDTEIEANP D Titid Survap - Suba7vtaionS Site Plans Construction Layout LENDING STlTRx TO THE ASSIGNNS"�ES OF THE LENDING INSTI- TUTION, OE�T1EIGA71GiJS ARE NOT7RANSVERAOLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOOVER AT MAILING ADDRESS ANA/OR EASEMENTS OF RECORD IF t36U I ANDRE AVENUE P.D. Box 1831 ANY, NOT SHOWN ARE NOT OUAhANTEEO, RiVERH€A0, New York 11901 Riverhead, New York 11901-0965 S_*i•E'-)i5� b Y� J�[SPTP7lP�73�rrrr! -. _ Sri � - � � - - --�---- � _-'�ouNCF.�gr✓T�� --- A poll. cEyjc_e..-- �z -1 - -- —�G 461 --.5 d- I , R /pin . - I f � pl , 77 ��__ � _GNB b���SYE3.c�C' - \� 1 G' I I i " D a // - All R £ I y,m.�cscCe Q I I i f L 17 . 20.5tt G- - - - - - _ ITw s= mv Qal lid /,�c�- -S-,_-fi`:s"r���-�•• - - �I �1S7�C•P _- SRCC/A/6 • I =��_/F/. _Sj2L�-"___�' � i _ - Z�¢� --moi ��---6'�8 „ CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. _�fa¢SRdcE >vS, -ahblsa vENn - DATE APPROVEDA F : B N DES NOTA NOTIFY BUILDING Y:PARTM�ENT AT - --- ALL CONSTRUCTION SHALL 7WI002 SAM TO a PM PORI THE EET THE REQUIREMENTS OF THE FOLLOWING INSPECTIONS: $ CODES OF NEW YORK STATE. 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE '=used �7s>z 2. ROUGH - FRAMING 6 PLUMBING 3. INSULATION • � I _ - 4. FINAL - CONSTRUCTION MUST - +95fdXEL._ 0 s�- _ Vrrr�-�Er avS�Sc / BE COMPLETE FOR C.O. N - \� , - TL00D ZO '� ALLCONSTREQUIREMENTS OF SHALL MEET THE 'I COMPLY WITH CHAPTER'46" REQUIREMENTS OF THE CODES OF NEW - •� FLOOD DAMAGE PREVENTION YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN CODE. � � _ - - � - - � � , COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF `� � � - R ITE9SCERTIFICATE ; ECUIRED ti SOUTHOLDTOWNZSA I � • . ,; SOUTHOIG iOtNN P gNNING BOARD soutHOLG T04N rAusTBEs 2sav_ I` c —" N.Y.SDEC - -bcRaWL-��#1fG c REJ.c/F. Al - . Qn2I �S. L DATE: • �a1191fl3 p�_ �:SdRRl6C. e'b o •,`' .,. : -- - — - - - — y„ r �Q1 - -- - - - __ __ ` Z_, ���RED Aq�y I: •' E 'IGEl - A I rE) 7 CHORNO ASSOCIATES ARCHITECTS•PLANNERS•INTERDRDESSB OCC UPAN Y OR•` 51020MAINROAO L BourH1O�L7o,NY„o,n �, 370 `"fEFiRY LAWUSE IS UN AWFUIT,` - .. „ - _,.u: `f'�•,y '• :r R.,' , > gT o791bo:'�a� SOUTHOLD MY WITHOUT ERTIF1ICAT� /v� °F �' CHORNO ASSOCIATES NCY - • I SEC _ _ architects. planners. interior design GENERAL C ❑ NSTRUCTI ❑ N NOTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERYA NAILING SCHEDULE As PEI RE pw IEsmN FROM 1995 SDC HM WIND EBITMC WOOD FRAME CONSTRUCTION MANUAL - ALL NAIL SPACIDNG IS BASED AT 16. 4C. SPACING. ANY OTHER SPACIDIG OR DIFFERENT APPLICATIONS, THE CONTRACTOR SNOW SP® OESIMI HFJ1 LAE 7ENeTE sour lEilTri lemEwLAYMSOir N� SHALL REFER TO THE PRESCRIPTIVE DEIGN SECTION OF THE WOOD FRAMING NAMlIAL FOR PROM APPLICATION LAA! OM CATEMM MWTH TEIe. IEMMM 45 ux 11H1 s sEvoE a rr. AVY �� u la+E - ROOF FRAMINGI R00F SHEATHINGI TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADSi Pon. NOax I®rT aEidleMW M lu pre VACIMS It11Es Orr. aAcs6 N11ES i1FAnMIG LO11TlO1 AT PWIEL Om SllPOTrs >N THE== Twep F. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESffiMED TO MEET THE NINDIU I LIVE LOAD NTE ' 4-er �� sAiIER Me MEA " 11 V U& 1 11111-1111110 J43 viol - sIIC Ilnlllmt mE me01 O Woo M COe01 ! 1C OG NRF« a F� CRITERIA BELOW. REFER TO SECT. R30L4 / R301.5 <E MLYZ RESIDENTIAL CONSTRUCTION CODE Ta TOPL ' ATE la' WALL, 4-ad emm .lmtTITU � ONCE NO RAIE Tam ! s' PANEL ILLE FD -" LIVE LOAD W.R.OftPARw LaJUMFir- WFCM _ ac LAP MR -car NAIL SHEATHINGI sLEEP`ALL = ROO 40 PSF s am PARTR>DI WnN - Slee LAr NAL lrrr; uAc�in N❑TES any OnTD RAFTFJt r'l71 - ac EMM WHA VALLMINOD rOC ' THESE NOTES ARE ONLY TO BE IN Inco■ c MOTES ONLY. KM LF STAIRS zi.� To RIFTER a - lar etl� am NAL WALL SHEATHINGI 11 For roof thenthlg wkhin 4 feet of the penNmeter wipe of the roof, Irndtndinp 4 feet on each side of the roof peak, RM MMMU ROW "IV759WIN em e - ler COMMthe 4 foot perYxter edge zone attacnents required shall be used M MAFtoi ENA RAA sPACAIG We Z=7 PER TARS a9 2% Tabulated 12 Minch oc. noll spe assumes shea*ft attached to rafter / truss fronig memiaers with r3>OA9. VFLI - ase For frarift members with (0.4E1GC0.49, the nal sPQcIrV shall be reduced to 6 Mrs oc. WALL FRAMINGI IV ne f1W 3). Tabulated 4 Inch a Holt spacb,g assumes sheathig to rafter / trussASSEMBLED AS PER N.YZ RESIDENTIAL CONSTRUCTION CODE IEsaH>PTIMi *C� ,. MOMEs pe . �,D frarft wembers with 042(GC049, the nal spa cig shalt be reduced to 3 kw* soca "embers with G�49 For REFER TO THE FOLLOW= MANUALS FOR ADDITIONAL FASTENER REataREMENTs, m PLATErLATET1SEE NOTE. 1 FLOOR SHEATHINGI TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND LOADSI SSTD 10-99 Standard for Hurricane Resistant Cordon AT PANL F9Tii SulPmMUMlTS IN TME PAtEL MOSS DIIERSECTIMO NAA .®IT T1OH l7Y. .tAACDIG Time LOfA NSCE 7-02 WE1/ISED FROM 7-98) 1lrlOwn Deslpn Loads for 1uldllps arhd Other Structures sTIM 21 We t• mt u=" ~ eMe01 MC9 aIs• = HOrE. ! FiR PANTL FAELO WIL 1%4NOTES- GENERAL C❑NSTRUCTI❑N NOTES: � T° CM - 16 && NNL -� mar, Asim Ler 110 FACE We. THESE NOTES ARE IDLY TO BE REFERRED TO IF L The Information on this set of construction documents Is related to bask design on Jaw oe FWT NTrE. MENTIONED IN SCHEDULE NOTES ONLY. Intent and framing detalts. They are Intended as a construction aa, not a substitute FLOOR FRAMINGI 1) for peneroty accepted good buldhg practice and compliance with current New York Nailing; regli*ments are lysed on wall shenthig construction codes The General Contractor b a profesid for p finished. . standard malted,lar �,� Morin Is molt- on-ceriter at ed 3' cm center theme edge. If rami xhgotblain OYp THESE NOTES ARE ONLY TO lE❑TES SD TO IF MENTIONED IN SCFEDl1LE NOTES ONLY. co►rd^uetkn detail nrhd procedures to ensure n professbrally fluished, structuroUy Any, panel edge to obtain FrpFler sound and weatherproof completed product - Y shear shall be nolft requirements for structural doubled, or to connectors, 1) For wall Shen within 4 feet of the corners, the 4 foot 2. The General Contractor Is responsible for ensurhp that all work and construction TO1111101111M TOES PLATE Ot A _ Y IAOT RuuL such as shear plates, shag be used to maintain load path. be used thi►18 edge zone attachment requirements shalt meets current federal, state, county and local codes, ordrances and regulations, etc To J=T EMD MAL These codes are to be considered as part of the specifications for this binding and V3 _ 2% When wall sheathig Is contYepus over corrected >�. Tabulated i2 Ihch oc nal nssnnes Shenshould be adhered to even If they are In variance with the plan, m .ImsT EMM MAA memilers,the tabulated reANner of rolls shall be permitted thug attached to stud fromirg members with ELECKM TIP Mid to be reduced tol - 1Gd nal per foot. 011,49. For framing mePirrs with 0.4E(G(, the Tal spad%s shat be reduced to 6 Maes oc 3 DInensias shall take LLIMIX Me TIr � w� 3). For exterior panel siding, gdwint al box raft shall be permitted to be substituted for common rats.precedent over scale drawkps (do rot scale drawNps).4. The deatner Mas not been enpned for construction supervision and assures no Ta BEANEMM FArE '� MAL rim TOE for construction coardratNp with these plans, nor responsibility for TO aEAR it IAL constructkin moans, nethods, techniques, sequences, or procedures, or for safetyprecautions and programs In corwectlon with the work. There are no warranties for a Ta .IOsr .ImaT MAL specific use expressed or Y+pOed In the use of these plans. 1110111 izwr T111Sal. @ TO• PLATRIOT IEE N]rE, 5. Refer, to floor plans, exterior wlevatlons, and wkndor Is exterior door schedule for types and ti=es of .Inflows and exterior doors GENERAL FRAMING NOTES 6,Gerernl Contractor Is to ensure that masonry and fireplace coms•bruction meets lar L Uriess otherwise noted, all frarft nnterlat to be 02+BTR. Doug Fir. exceeds at manufacturers specifications and aPPDea'`e code& 2. Floors, wells, ceungs and rafters to be 16' = unless otherwue noted GENERAL DECK & PORCH NOTES GENERAL HVAC SYSTEM NOTES 7. General Contractor to consult and coordinate with the owner for all built In items Provide fine-blockkV where opplIcabte, such as bookcases, shelvlrg, pantry, closets, trim, etc L Unless otherwise noted, all 8 Vend land 3. U ntess otherwise noted, all halal l woU headers to be min 2-ply 2AOsnted knber- frarig material to be !i ACO pressure L desF and s sett' requirements. equi em b required connections shall be token Into accent durMp construction All headers to have adequate beat h on each end or as specified codes and safety requY enentsresponsible for adirrkg to all applicable The wind protection page should be reviewed prior to startkp, P. Orders for floor Joists to be min 2-ply 2x10 unless otherwise noted 2. HVAC FIs to fully coordinate nU system data and requirements GENERAL FOUNDATION NOTES 4. All flush be / headers to be Installed with travy duty ��d Orders shnU be either batted to posts w/ 1/r da. poly, bolts or with the p�s. Provide atv� Hlnnpers and anchors where applicable to all anchored onto concrete pler. 3. HVAC subcontractor to provide final system layout drawkp and submit it to Joist and that run parallel Joist 3 Joists to have btockbv 0 S' OC Gequipment supplier for fk&t review and n L Gernerel Contractor L Mason to review plansU ��• and detols to determine 15. Contractor, owner arid Intended hellos of finished floors) above 5. Double up floor undewaft parallell to floor OV°l. I under bathtubs. Floors getti np ceramic tie shall be verified for load capacity. 4. All ledgers attached to Mouse to have a flnshkV barrier, tapping P. AR footing to rest on undisturbed (vlr&0 sol. boli the sldinp, between the house and ledger. Ledger shall be 6. Provide blockYp / brllginp In floor Joists R e' O.C. Use sold bto *V belted to buldinp with IMP dim Galvanized bolts. 3. Provide IMP expansion Joint material between concrete slabs and in floor Joists under all bearYg walls concrete or masonry waft occrh8 In exterior or unheated Interlar 5xwM�mhlgl for � ph" to be 4' beton prude. I% shot ��ed 7. Provide Insulation baffles at wave vents between rafters. Install draft blocidnp 8r'adwr 4. Any new concrete watts beMg attached to exWtbg Of any) concrete s tun a to be Installed with !4 re-bar, 1 2' O.C.8' long 8 1Use approved epoxy for Installation. G All fronlg material to have appropriate gnlvaruHzed hangers and 8. Unless otherwise Toted, Roof and Valls to have n min ,-ply L/2' FMnCDMrrs. s. IN&" at` or w In noted, all Interior stabs on grade to be 2500 pstcancrete exterior o rsheathrade plywood. Plywood to `over over plates aid headers' GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES Exterior slabs on prude to be 35011 psi concrete 9. Unless otherwise noted, 3/4' %G Fir or Advantech plywood to be adhered Bond or vel Flt with 6x6 hire mesh reMhf Interior slabs to be to Joist w/ PL400 adhesive and screwed to floor Joists for sub floorh8. Rkished L At water supply, drainage and venting to be as per N.Y.S. L AU electrical to be as Orn ordn placed an 6 rel. floor to be Installed over as per manufacturers Instructlorm Residential Construction Code Per NYS Resldenthnl Construction Code. polyethylene vapor barrier. Foundation Slab to be n miriwn of 3-1/2' thick. 10. Ali bnthwaan urnlls to have 1/2' ndsture resistant sheetrock Garage Valls 2. Verify 2 All electrical work k shall be underwriters approved. id 6. Prove crawl space with one 8x16 cast Iran fou ndatlon vent for every 150 square and cekkVs to have 5/8' Type-X sheetrock Unless otherwise noted, rest of Departnr. approval.alSystem with Ernpleer far Suffolk County Fknitfi 3. Smoke detectors to be located feet of area bulking to have 1/2' regular sheetrocic All sheetrack to be toped and finished #mouphout as per Section 8317 of wait studs, _ or joists ore cut out dim _ N.Y.S ide Detect r In bouctlon Code. Prove n mirisn of i Carbon 7. Provide minimum 18'x24' access openk to crawl space area. 1L All roofs with a pitch of less that 442 shat be Installed with Ice i Vater Barrier anyf plumlaft related work, provide adequate bracirg and plates for Monoxide Detector In bnlldirnp or approved equal. to protect and secure the structure. Verify with the state code It Daipproof exterior of foundation with bltunlMI eoatwo as per section R406 of and manufacturers recmaximumendatlon for maxhole size and XYZcode. A 6-ml polyethylene fin shat be app led over •cine below, 8rode portion 12. SM plates to be pressure treated Use with all gasket and �permitted.of exterior foundation wets prior to backfIlliro approved equal termite shield Plates to be anchored to foedntlon n minion L/2' dio.x7' tong arucor bolts L 6. O.C. and wA P of at and corners. �,n...4, 9 Drainage to be provided as per section R405 of FLYS residential cask Eo n��'�, DATe V19103 -IV0C9E RESIDENCE 'ADDI KNL " o.O add .-a • ., _ 3707ERRY- LAME . Tit rFOF NEI+{ OL -1,i7OLD ' NY CHbRNO .ASSOCIATES archH£ectL planners. interior. design RIDGE STRAPPING PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD FOR 16' O.C. RAFTERS RIDGE STRAPPING ROOF ROOF I CONNECTION WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT GENERAL WIND PR❑TECTI❑N C❑NNECTI❑N NOTES PITCH SPAN CAPACITY (plf) 16' O.C. UNLESS OTHERWISE NOTED, 12' 644 858 ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO HE IN ACCORDANCE WITH 16' 3112 THE FOLLOWING MANUALSi 20' 858 2 , 173 a). 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION RAFTER-TO-WALL b% SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION 12' 506 TY-DOWN CONNECTINS COLLAR TIE c). ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND 16' 678 OTHER STRUCTURES 412 20' 847 24' 1017 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR 28' U86 WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CNSTRUCTIN SHALL BE 32' 1357 RAKE OVERHANG OUTLOOK IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 12' 392 CONNECTIONS 16' 523 RAFTER UPLIF 1>. RIDGE TO RAFTER ASSEMBLY, 20' 653 SPAN 1-1/4' x 20 GAUGE METAL STRAP SHALL HE ATTACHED TO EACH PAIR OF RAFTERS. 512 24' 783 12. OC 361 WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d 28' 915 COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED 32' 1045 16' OC 481 THE TABULATED NUMBER OF Bd IN THE STEEL STRAP. 36' 1176 HOLDDOWNS WHERE REQUIRED 12' 351 2). RAFTER TO WALL ASSEMBLY, 16' 468 UPLIFT CONNECTIONS FOR, RAFTER-TO-WALL, LATERAL FRAMING AND SHEAR CONNECTINS FOR RAFTER, CEILING JOISTS OR 20' 585 WALL-TO-WALL AND WALL-TO-FOUNDATION WALL-TO-WALL TRUSS TO TOP PLATE SHALL HE IN ACCORDANCE TO CHART INCLUDED. 6112 24' 702 CONNECTIONS USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE 28, 819ROOF CONNECTION MIN. 8d NAILS CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS 32' 936 SPAN CAPACITY REQUIRED NOTES SPACING E 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION. 36' 1053 12' 427 lbs. 4 WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE 12' 326 16' 526 lbs. 5 SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 16' 435 20' 626 tbs, 5 712 20' 544 24' 726 lbs. 6 3). WALL ASSEMBLY TO WALL ASSEMBLY, 24' 652 28' 826 lbs7 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS. . 12112 28' 761 WHEN WALL STUDS ABOVE M NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL 32' 870 32' 927 lbs. B BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS. 36' 979 36' 770 lbs. 7 12, O.C. HOLDDOWNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNDATION, WALL-TO-FOUNDATIOIN FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR HEADER GIRDER CONNECTIONS, CONNECTIONS BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM ROOF HEADER UPLIF LATERAL EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN SPAN SPAN lbs. lbs. HOLDDOWN ANCHORS REQUIRED MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN 2' 469 254 FOR TYPE I AND TYPE II .SHEAR WALLS ACCORDANCE WITH TABLE 3.38 OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION 4' 939 504 C6' PANEL EDGE NAILING) UIKIJLK MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE STRAPPING WASHERS SHALL HE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL 6' 1408 762 NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A e' 1878 1016 WALL HOLDDOWN TYPICAL WIND LOAD PATH SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32' O.C. STEEL STRAPS 20' 10' 2347 1270 HEIGHT CAPACITY (tbs.> N.T.S. EMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS 12' 2817 1524 8' 3375 SHALL BE HOT-DIPPED GALVANIZED COATED. 14' 3286 1778 9' 3800 1 11 it 16' 37561 203210' 4225 5). HOLDDOWNe 0 254 HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES 2' 62 4' 120 504 3.5A-B FOR WALL TYPE I OR TABLE 316 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2 6' 1859 762 WINDOW SILLPLATE HEADER TRAPPING FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD e' 2479 1016 CONNECTIONS SILL CONNECTORS PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN N 28' RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE 10' 3098, 1270 HEADER UPLIF SIZED FOR THE REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE 12' 3718 1524 SPAN lbs. REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. 14' 4338 1778 2' 254 16' 1 4958 2032 4' 504 HOLDDOWN ANCHORS HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS, 2' 770 254 6' 762 HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 4' 1540 504 6' 2310 762 6' 10161 11111 11 _A1 7). WINDOW SILL PLATES, WINDOW SILL PLATESALSO SHALL HAVE STEEL CONNECTIONS. 8' 3081 1016 10' 1270 36' 2x4 WALL SILL PLATTE (FLATb 1-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TO 6'0. 13651 1270 12' 1524 122' 4621 1524 2x6 WALL SILL PLATTE (FLATb 1-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS LIP TO 8'9.14' 5391 1778 14' 1778 7). CATHEDRAL CEILINGS, 16' 1 6161 2032 16' U321 TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO BE USED AS A STRUCTURAL REAM, THE RAFTERS SHALL EITHER BE NOTCHED N.T.S. AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH MIN. NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS 2 16' OC RAFTER TO RIDGE AL13MG THE OPEN CEDING PART OF THE BUILDING, CONNECTIONS TO THE RIDGE NAIL SPACING AT NAIL SPACING AT INTERMEDIATE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. 4' PERIMETER 6. O.C. 6' O.C. LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS EDGE ZONE OTHERWISE NOTED. INTERIOR ZONE 6' O.C. 12, O.C. 4' EDGE ZONE 6' O.C. 12' O.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS GABLE END WALLINTERIOR ZONE 6' O.C. 12' O.C. UNLESS OTHERWISE NOTED. RAKE & RAKE TRUSS 4. O.C. 4. O.C. USE THE FOLLOWING USP BRAND OR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS. CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. ���EDgRo SCD.�� a. •cyo y�T DESCRIPTION LOAD CAPACITY N:r CATALOGUE MINIMUM CATALOGUE MINIMUM (� P2;� " DESCRIPTION LOAD CAPACITY :a b° 0. NUMBER FASTNERS NUMBER FASTENERS ADSS HOLDDOWN ANCHOR 4000 lbs. BOLT TO VERTICAL MEMBER, (2) 3/4x3-1/2 BOL S RTIC RAFTER-TO-WALL STUD TY-DOWN ANCHOR 585 lbs. RAFTER & STUDS (6) 8d COMMON NAILS EACH vy;o g,5o' oPr HOLT TO SILL, (1) 3/4x5-1/4 ANCHOR BOLTS RAFTER& STUD (9) 104-1/2 NAILS EACH �° RT20 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 lbs. TDX6 HOLDDOWN ANCHOR 5100 lbs. BOLT TO VERTICAL MEMBERS (2> 7/8x3-1/2 BOL S PLATES (4) lOd CON�MON NAILS BOLT TO SILLi 7/8x6-1/8 ANCHOR BOLTS RT7 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 585 tbs. RAFTER AND PLATE) (5) 8d COMMON NAILS EACH r DATE: KHST2 STRAP TIE 4220 tbs. (6) 5/8' DIA. BOLTS RAFTERS (8) 84-1/2 NAILS MOM :AE=SIDENG � E -AD1Fk' KHST3 STRAP TIE 6180 lbs. (6) 3/4' DIA. BOLTS RT16 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 lbs. PLATEi 8) 8d COMMON NAILS LSTA18 FLAT STRAP 1055 lbs. (14) 10d COMMON NAILS SPT44 & 6 STUD PLATE TIE 1070 lbs. PLATE AND STUD, (6) 16d COMMON NAILS EACH 370 .TERRY LANE LSTA30 FLAT STRAP 1670 tbs. (22) 10d COMMON NAILS SPTH4 & 61 STUD PLATE TIE 1470 lbs. PLATE AND STUD, (12) 104-1/2 NAILS EACH JSOUTHOLD ' NY' CH{ORNO ASSOCIATES arehi.ecu. planners. Interior. design TYPICAL DECK WIND UPLIFT REQUIREMENTS HEADER GIRDER CONNECTIONS= USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND DECK HEADER UPLIF INSTALLATION BY MANUFACTURE. SPAN SPAN lbs. 6' 1408 PRODUCT UPLIF GALV. MINIMUM 20' 8' 1878 NUMBER DESCRIPTION lbs, FASTNER REQUIRED 10' 2347 4x4 POST: (12) 16d COM. NAIL 12' 2817 PBS44 POST CAP 1815 BEAM; (12) 16d COM. NAIL 6' 1859 4x4 POST: (8) 16d COM, NAIL 28 8' 2479 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM, NAIL 10' 3098 BEAM/GIRDER: (2) 5/8' BOLTS 12' 3718 KC44 4x4 COLUMN CAP 3265 POST/COLUMN: (2) 5/8' DIA, BOLI S 6' 2310 3 8' 3081 6' 10' 3851 4x4 FO❑TING/PIER: 5/8'x7' ANCHOR BO T 12' 4621 PAU44 POST ANCHOR 2240 POST/GIRDER: (12) 16d COMMON NAIL .S 4x4 WET POST ANCHOR CBE44 COLUMN BASE 3585 POST/GIRDER; (2) 1/2' DIA, BOLT UPLIFT CONNECTIONS FOR: KCB44 4x4 5650 WET POST ANCHOR COLUMN BASE POST/GIRDER= (2) 5/8' DIA. BOLT JOISTS-T❑-GIRDER / HEADER a ° DECK CONNECTI❑N MIN. 8d NAIL55 D SPAN CAPACITY REQUIRED PBS66 6x6 1815 POST: (12) 16d COM. NAIL p c POST CAP BEAM: (12) 16d COM. NAIL 4 12' 427 lbs. 6x6 POST: (8) 16d COM, NAIL 16' 526 lbs. 5 PBSE66 END POST CAP 1430 BEAM: (8) 16d COM, NAIL D p, c 1201, 626 lbs. 5 6x6 BEAM/GIRDER: (2) 5/8' BOLTS —_ _ _ill _ _ _ 3-11117=,11 _ill1all_ IllEill _ _ 24' 726 lbs. 6 KCC66 COLUMN CAP 5225 POST/COLUMN: (4) 5/8' DIA. BOLIS D III-III-III=III-III-III-III-III-III-III-III III-III-III ,ter ,�, ,�, „„ ,,, ,�. ,�, ,,, 28 826 lbs. 7 TYPICAL DECK 32' 927 lbs. 86x6 FOOTING/. PIER: 5/8'x7' ANCHOR BOLT N.T.S. 36' 770 lbs. 7 PAU66 POST ANCHOR 2350 POST/GIRDER: (12) 16d COMMON NAIL .S 6x6 WET POST ANCHOR CBE66 COLUMN BASE 3570 POST/GIRDER: (2) 1/2' DIA. BOLT 6x6 WET POST ANCHOR KCB66 COLUMN BASE 5640 POST/GIRDER: (2) 5/8' DIA, BOLT a a o . TY-DOWN JOIST: (6)8d COMMON NAILS o e RT10 ANCHOR 585 HEADER/GIRDER: (6) 8d COMMON NAILS ALT , TY-DOWN JOIST: (9) 10x1-1/2 NAILS RT20 ANCHOR 1105 HEADER/GIRDER: (4) lOd COMMON NAI,-S RED DATE 5/99103 �5=� e: �� M�pS1=:RESIDENCE ADQHIW INSTALLATION NOTES= NgToo'9 bo {oar70 .TERRY LAt+ : i 1). ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH P NE aoTHo> ` NY ;A_4 CH�RNO ASSOC% ES architects. plrmoera. .Mte.oIAT, design 2). HEADER & GIRDER CONNECTIONS TO BE ATTACHED TO EACH P❑ST rc 7 PENNSYLVANIA 3), EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWN STRAPS, JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. `c,6dLC�/2"= / -p 06.1721 � _ � swr7•cH I � �® ON ^ GRcuNO ,�dULT OUTGt Y 5 L f� T iE RQd-. ^ I yc�l,a vCFcLE <IUTs .X11&ZGc� T — ! Nry I/eN Wtd X/ _ c4 �h/fs - / — __ _ . . — LOFT -EGEcj�'/ 7 • STcEL � BRtSCJ:.EJ'� �I, y (4j 1Re'?d L"1'?co -US>< % SjL Sr c'e— - ALL STeEGL PLQjE Z ¢-o" sN�^�- aucs Lo c4Tc. 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S7:/3" ers oP�v= DATE: rJ/19IO3 =ell `A r��`= MOOFiE RESIDENCE ADDITION /nNCk'r,v6. - _ I- yp/C4 370 TERRY LANE SOU.THOLD NY - _ - - " r v i 91 3 -1 CHORNO ASSOCIATES SEC TiO�/ A SECTiZJN D architects. planners. interior design OUAKERTOWN, PENNSYLVANIA