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HomeMy WebLinkAbout29839-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30862 Date: 04/19/04 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 345 BARTLEY RD MATT/LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 144 Block 3 Lot 25 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 23, 2003 pursuant to which Building Permit No. 29839-Z dated OCTOBER 24, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DANIEL & ANGELICA BASSEY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 87104C 10/O5 04 PLUMBERS CERTIFICATION DATED 09/14/03 EME PLUMBING Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD c 2 4 2001, BUILDING DEPARTMENT TORN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 p Date. / �' o�/ New Construction: Old or Pre-existing Building: 1 at/ (check one) Location of Property: J 4 r3Ri�T �f7 - M I�7T�7!V GK House No. Street Hamlet Owner or Owners of Property: 4.l,,/I��w;E— — ANh /tpu7ckA Rf1 SSS V Suffolk County Tax Map No 1000, Section Yq Block t-D Lot (52-5- Subdivision 5ZSSubdivision Filed Map. Lot: Permit No. Z Date of Permit. 067. 7—t Zao 3 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: t�V/ (check one) Fee Submitted: $ 25• � � \ Applicant Si e ?995 litge '�u C0it 30$6 J Oct 06 04 ll : "'Oa Electrical Inspection 53..c !03120GGG03 P. I j Electrical Inspection Ceificate Issue Date Electrical Inspection Service.Inc- Application Number 10/5/2004 375 Dunlur,Avenue 871040 Fest Pat=fiugja, New York 11772 ;6311266-6642 Issued To: Mr. Dan B5ssey Street: 345 Baille y Ropd Village: Matlituck Zip: 11952 Town: Southold Section: Block: Lot Contractor: Raymond Electrical Contracting (L) Lic. # 54.41-E Was RX-17,11?1 and foi,nd to tem co•m;Iotrn: wi[p IhF.Ip-iici;al E'ti.t t.,Cal cre. iZ 1 co(Arre rcial F� NV Detects Pool X I st Floor InCloor �X Basementent Hot Tub � - X Residential I Det.Garaije X Attie 2nd Floor Outdoor X Addition Survey SwitchesciReceptaais Fixtures GF1 mealars A!C Fans 10 18 18 4 1 ... . ... Dishwasher Washer/Amps Dryer/Amps Oven Rarge/4rrips Microwaves Furnace oil Gas Circulators Smoke Dot9cfo- Bell Transformer Meter AMPS Phase U,3,IOH .Jacuzzi -Cjev;silr CO Detector Bldg. Permit., Other Equipment 'd, 2 garage door u1pane, receo'a^lc '20Carn- pa.re; with main bleaker Hugo S. Surdi President -mprion: LiC28,204 ann r.,,c P,".anon n Final fnspectcr: 39192104 :rso-mf: jCm mc tAaion III -V.. TI,F5 cerifirA',/111-51 r q u,n;i ria-iuc. mspectrx- o�,!,kqnviped bv Ihe,r creeeitwl�. 1 U o�o�gOFFO(,�co�� Go : Town Hall,53095 Main Road O Fax(631) 765-9502 P.O.Box 1179 y�ol O! Telephone (631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION SEp � 5 2c� Date:_ 9z �N O Building Permit No. •3 `� Owner: --DI /+nl 34+ ;5 (Please print) Plumber: /t / / 3 ,✓ C� (Please print) I certifv that the solder used in the water supply system contains less than 2/10 of 19 o lead. (Plumbers Signature) Sworn to before me this day of 20_x{ Qac/ LINDA 1 State o1 Newyork Notary PubIFS�gust , C0iMY l7l�C Notary Public, _County No.4E2_Sp,��,ti�e �t 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. 29839 Z Date OCTOBER 24 , 2003 Permission is hereby granted to : NORA H L ' EPLATTENIER PO BOX 32 MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 345 BARTLEY RD MATT/LAUREL County Tax Map No. 473889 Section 144 Block 0003 Lot No. 025 pursuant to application dated OCTOBER 23 , 2003 and approved by the Building Inspector to expire on APRIL 2 005 . Fee $ 254 . 40 Aut oriz d Signature ORIGINAL Rev. 5/8/02 �� g 3 l z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING >4 FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK DATE INSPECTOR ?' 1 F I Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [FINAL A : [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR S: �� !L DATE S INSPECTOR-�" "a 114 Tr TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION \ [ ] FRAMING / STRAPPING FINAL �e - ✓ / [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTI REMARKS: z DATE 3 3 _ os INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 SOLATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Aid S�g YR` x Wc- l� DATE �'� °y INSPECTOR � = 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ 7INSU I PLBG. FOUNDATION 2ND [ LATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Z�? � L Q DATE INSPECTORL, 765.1802 BUILDING DEPT. INSPECT ON [ ] FOUNDATION IST ROUGH PLBG. [ TFRAMING F UNDATION 2ND [ ] INSULATION [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: q!6- Of DATE © INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION v]'F/RAMING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE '� IeQ CrL INSPECTOR '�"� F37-,�- 765-1802 BUILDING DEPT. INSPECTION [ J =FOUON 1ST [ ] ROUGH PLBG. [ ON 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE © INSPECTOR xL 765.1802 BUILDING DEPT. 1 SPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 0 INSPECTOR ' sem 1.ns _P� � �� 1\,Q AA-Q_ o c o 3y - 3 - -7 s TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNERX55 �nle� £ STREETS VILLAGE DIST. SUB. LOT 9�, Id J1 FORMER OWNER N E ACR VD✓a ,�/tcK S W TYPE OF BUILDIN �ilE `��I 1 �t01 66 FF"dne _ ZES.,�/0 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS l 92-5-0 00 9�" y�f�G-1 Crt (Nc/ /e 6 �3 0 2 91,2 6 17 Y 511laq-LA5-- A ski ,kf -/p 4111—, ell AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Noodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD f A a O - rid /D o louse Plot DEPTH 70 BULKHEAD "otal DOCK ° 2104 CHORNO ASSOCIATES ARCHITECTS' PLANNERS' INTERIOR DESIGN 355 EDGEMONT AVENUE QUAKERTOWN, PA 18951 (215) 538-2070 FAX (215)538-1638 Mr. Michael Verity Building Inspector 53095 Main Street Southold NY 11971 Re: Bassey Property 345 Bartley Rd. MMattitUCK NY This letter is to affirm that I approved of the substitution of Georgia-Pacific Wls 12" o.c. for BCI 16" o.c. shown in drawings. Thank you for your consideretion, Vary truly yours Angel . Chorno, AIA I t) ARC �y. �� B. Cyo 1 n (wr Q D -1 A do 9T' �019tb4/'yam F 0F NES R r�R COLOR TRIM ` ~- Zv l FF ` t 4Yx L I I I (Foundation �� �3 Bath y Dinette ensi�n i Basement ZS Floors 0Q K. xtension (Ext. Wails 06 ry (q Interior Finish f�r Q LR. Extension Fire Place 6 Heat (Type Roof Rooms 1st Floor BR. Porch (Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer — Breezeway Driveway — Garage -- --- Patio 1 O. B. 7 Cott �S Total 3 3 6 — -- -- -- Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: Untitled TITLE:Home addition COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/15/03 DATE OF PLANS:October 15th, 2003 PROJECT INFORMATION: Bassey residence COMPANY INFORMATION: Chomo Associates COMPLIANCE:Passes Maximum UA=86 Your Home=68 20.9%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 352 32.0 0.0 12 Wall 1: Wood Frame, 16"o.c. 450 21.0 0.0 23 Window l: Wood Frame,Double Pane with Low-E 38 0.320 12 Door 1: Solid 17 0.320 5 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 358 21.0 0.0 16 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or specificati ns are in compliance with this Code. Builder/DesignerDate 0 ED A'Qc 0 W'2 �y•01 �.Q o,—a CP y ^..9�-� 01915 �O 0 NEN MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 10/15/03 TITLE: Home addition Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-32.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: I Windows: ( 1 1. Window l: Wood Frame,Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I I Doors: [ ] 1. Door L Solid,U-factor: 0.320 Comments: i Floors: [ ] I. Floor ]:At]-Wood Joist/Truss,Over Unconditioned Space,R-21.0 cavity insulation I Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ( ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. ( ] I Supply ducts in unconditioned spaces must be insulated to R-8. `C RE A R� [) I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. co. B Cy' • yi '9j••.01915 'y�� F OF NES Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously 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 Cooling ducts with exterior insulation must be covered with a vapor retarder. [ I I Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ 1 Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] i HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels in Table 2. �tE� AR tu'2� °�z n fP r 9T•:o?916 . y0� F0F NES C37a7 jJ37tYo7TS//. :2 x¢. _a73LCS�K�G / rR//I to�Nvow :SI VAR j/CC�dL�`x 4�" Ad VEL 2�5 2 w/X1,,vJy wl4yo PlLoj'�cTiay 0. P� n 22. WH , 9, WNES�07915� y0� CHORNO ASSOCIATES F architects. planners. Interior design QUAKERTOWN. PENNSYLVAN' . lolt✓t�oW S"y VFRT/C64-�`x�" Pd��G �•i 2� �.. 2 , 2�4- Alb 6 f 8 vzar 3 ¢J i34OWrC&'y ,.0o4d 7Vrvck� A/f01 wi W wr crd P�/scTio v ED A'0 4 OF N��yO�r CHORNO ASSOCIATES architects. planners. Interior design OUAKERTOWN. PFNNO'Y' V ' 'i '- t FIELD INSFECT ONIRRPORT DATE CONMIMM' FOUNDATION CIS1) FOUNDATION(2ND) # �7 CJ Z y ROUGH F&AMMG& PLUNUWG a D _ y„ INSULATION PER N.Y. STATE ENE'QGy CODE y n uY C S 8 _ ,O. AMMONAL COM8Z�1rS 0 2 m x S d t� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying' TOWN HALL. Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502Survey www. northfork.net/Southold/ PERMIT NO.�`I t��� Check Septic Form N.Y.S.D.E.C. —"— - _ Trustees Examined Z , 20 3 Cgntact: Approved , 20 � Mail[o:��wl�C(x� Disapproved a c T _ Phone: wo I jExpiration ,20 S— _ Buil ' g In pector APPLICATION FOR BUILDING PERMIT \ Date O d� 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 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applican r name, if a corporation) (Mailing address of appli t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises_ fie 1 a U�(S ll (Aso the tax roll or lates deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locati n of land on which proposed ork will be done: abs dao 1 . N6+ House Number Street Hamlet County Tax Map No. 1000 Section 1� 'l� Block j I✓kd t[nN f; ;If rrMM Subdivision Filed Map No. ° • ' t• I (Name) �� ~ N LE 1 ,0°° 28°6°' B� q•2tA0• E• 5R F zs N L�(1 6 N• \ � Q a \ A o c CT A tz q' o a { SG o r 2,,5 �LyIY IS2'" 5y.3' n � LOT o 2�•B " °`W O " 01 10 \ LpT I.0 01 09 0 L GL 5b,,4Te" F. R 5 100 °0 MUP� slolf ERGO�G { Z� 40 \\ JOYGE �. N�gul- PN SURVEY OF LOTS 9 & 10 "MAP OF PROPERTY OF LIDA BARTLEY" FILED JUL Y 27,1922 AS MAP NO. 770 A T MA TTITUCK TO WN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 144 - 03 - 25 Scale: 1" = 30' April '15, 1994 Oaf 23, Zoo3 (prop avtot.t.) July 162 2004 moll *.of NEW),o ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION y�� a�•MET2 0 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. FP EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR N.Y.S. LIC. NO. 49618 WHOSE SIGNATURE APPEARS HEREON. ORS, P.C. ADDITIONALLY TO COMPLY WITH SAID LAW TERM ' ALTERED BY ( O FX(631)-765-1797 1,MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCH " INSPECTED " AND 1230 TRAVELER ST. BROUGHT - TO - DATE ' ARE NOT IN COMPLIANCE WITH THE LAW. SOUTHOLD, N.Y. 1/971 94 -167 N RAPD . � ' E'" J 1000.0\ 28p 60 1 �L BP � y9 67.21 AO s e \ cn N• S � i \ m jA- 6 Sf�Jf e ' R a ho 1� 0 Sh�weF n p \ O I.0 �\ 1 1.01 \ ( ® iDooD PG N ojOIF 5 fwz E JOYCE Nl Slf SURVEY OF LOTS 9 & 10 "MAP OF PROPERTY OF LIDA BARTLEY" 1 I l.{ 1 FLED JU Y 27,1922 AS MAP NO. 770 �-�� A T MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 144 - 03 - 25 Scale: 1" = 30' (� April 15, 1994 CERTIFIED TOt 06,7, 23, go 03 (prop atntat.t. ) DR. NORA HICKEY P H H U.S. MORTGAGE CORP. ADVANCE ABSTRACT CO. g1P,,lE OF ��y.N T•,1yE. g a A N.Y.S. LIC. NO. 496/8 Prepared In accordance with the minimum � .:- standards for Jllle surveys as established ' ;: N/ * URVEYORS, P.C. by the L.I.A.L.S, andproved and adopted '" 1 7 5 5020 ap s.. /or such use by The New York State Land + , , O. .' 909 Title Association. AD OLD, N.Y. 1197/ 94 -167 '. ALL CONSTRUCTION SHALL mut NAICERTIFIC MEETCODES OEOUIREMENTSOFTHE ^I CERTIFICATION OF CODES OF NEW YORK STATE. B um r tRIN - / RE NNEC-TIONS m — — 3 o. . - 8 0 - REQUIRED. UNDEAWRITERSCERTIFICATE TEsrmGs F G u -,daG ��- --8-"�-- - - REQUIRED r _.__ �1d7'cY E l� J✓ �tG r/ C � - ro t L1 I " 2�5 .r�,Di•�r. risT vac I tyµ FA - 7'7-/C-- - - - -a I a APPROVED AS NOTED COMPLY WITH ALL CODES OF _ ,ted NEW Y I I __ � T } RK STATE 8 TOWN CODES - - o �' B.P.R 3 REQUIRED AND CONDITIONS OF _ ATE• 3 AS _ .. _-__—_ I • :.. _ _ E� . X yN _- - --- _ _ __ _..__-__- �...i _ _ - NOT Y BUILDING DEPARTMENT DTWIMIBA $ - 7654802 SAM TO 4 PM FOR THE SOUINDLDTOWNPIA MNGBDARD .1 — — FOLLOWING INSPECTIONS: I. FOUNDATION TWO NYDiOWMTfi15TEEs -+ syelf-'o6r.�nr - - � I REQUIRED 7-0 /447ry ,c</,f j'- = FOR POURED CONCRETE 2. ROUGH • FRAMING 3 PLUMBING 3. 6'G —'--- i— .--_-- - - — - 4. FINALINSULATION MUST FLOOD TIT . . y 2 � BE COMPLETE FOR C.O. PLWU WI,G �1�* Gih/EOFR72�J ROOF _ _ ALL CONSTRUCTION SHALL MEET THE COMPLY WITH CHAPTER 46 REQUIREMENTS OF THE CODES OF NEW FLOOD DAMAGE PREVENTION fit; [, -:JO! J"8C / N /8 @/6`a•C. - - - _ .-_ YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN CODE. DESIGN OR CONSTRUCTION ERRORS. - ' - �I - I 0 ® L I III / -- - PLLWERCERTIFICATION II OC': - TA.NCY OR ONLEADCONTENTBEFORE USI: IS UNLAWFUL CERTIFICATEOFOCCUPANCY WITHOUT CERTIFICATE SOLDER UISEDINWATER SUPPLYSYSTMCANNOT Nwr1 I I j " n. r, Exc I 1(• . Y EXCEED2110,ice' OOF � I% LEAD.i C LEAD. I I I IT I �u � � 1, I Iii r -h rI. o - - it I _ - I _. : - - - ---- — - --- .-1L.L-Il.. -LI•� I rt i"I I rl 7rr _-- r was _,c Y� -- i .nrE�r-utest __ T T -us� v ! — - - - - _ — —�— - - - a� _ckrGf�z _ ST FicL I e l Bbl �;r I ArT.c I - I I _ - . ----- - -- - - 41 Ell I I h sir; Pier �Qcz/L 'I IFI Irr n i 11'j I • — a�-- ----' ----� �-- ---------------_._.-'-f�� _.�-. nnp� ��- - --- a -�� 280.E �; S.Sc4cE��� Li'-off— /8000 sf z7_ ass' z2 ¢ ' ExrsJ 110vuE /o S sF /7V74a 2/ 2 $ -SF Fl-d uP S1 TE a1 I $ � N - S�oc E - - o �o r� sG6,e. � CHORNO AS � F 90CIATE9 . ! � w i�vFs�.,enid ioN rdicE�w= . r ABOIIIttCT!•RAIIAER6 _ .__ _ I - INISIgI'atRN � N Ron .ev& ,DONS F 4 sv 020NAel 0 N yy-- E ppi�pp - I -Z`8"-"`SSL'/ I I .��NC� .SUR vC y0"c?�_, •Q - N54 — — i DATE' io-18- 03BASSEY RESIDENCE ADDITION _ -�2;o„ __ L �,Q 90• 345' BARTi_EY ROAD zrcE ��c a�o.00� „ N. • er MATTITUCK - NY OF• V1 CHORNO ASSOCIATES architects. planners. Interior design OUAKERTOWN, PENNSYLVANIA tl'FaLt LZ2r�o Mr GJ Owl I ' I i w E — I _ ---�-/x6 TfG_LVD O 21' /alqYJ'G (sE� dEj4ic A -�/ ECP AL 5f L w12 iq; o`bo cc,/c, JGd� ' v' - AFL'X' ..$�11�1�.�6MLRXj�E7hYGS,JE) =oN- 1-- I P/ UM5(yG D/d4;/CAM. DATE: �o-�s-os E3AS. RESIDENCE ADDITION ED q � o �A:J . STL EY ROAD e'� -MATT ITUCK NY { CHORNO ASSOCIATES architects, planner. Interior design QUAKERTOWN. PENNSYLVANIA i GENERAL. C ❑ NSTRUCTI ❑ N NOT ES NAILING SCHEDULE AS PER PRESCRIPTIVE DESIGN FROM 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL NAIL SPACING IS BASED AT 16. O.C. SPACING. ANY OTHER SPACING OR DIFFERENT APPLICATIONS, THE CONTRACTOR GIAIeND WIA sElsmc FROsr Wmr ICESQIELD SOD SHALL REFER TO THE PRESCRIPTIVE DEIGN SECTION OF THE WOOD FRAMING MANUAL FOR PROPER APPLICATION LO D OM CATEGORYESVEA LTM TERMITE DECAY DEQ Ds FAIERATE SLIGHT T _ ROOF FRAMINGI ROOF SHEATHINGI TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR WIND L❑ADSI 4� LBS. 120 D SEVERE 3 FT. TO HEAVY MODERATES HALL NAIL NM0. SPA( R A T INIERHE JOINT DESCRIPTION BTL. ACID MIES rUTC DESCRIPT BTY. SI•ACRG NATES SHEATHING LOCATION AT PANEL EDGES n"URTS IN THE PANEL F .D NOTES , �III`�,- EC TOP PLATE 10' VALL. 4-Rd CIBRON RAFTER RAF IER IIINI-NAQ TPER ]ABLE UtALPAN U ed � _ S INTERIOR ZONE COf01 ! 6'O.C. Bd COBAN ! 12, O.C. NOTE a fOR rA EL FIELD THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED T EET THE MINIMUM LIVE LOAD Tom_ CRITERIA BELOW. REFER TO SECT. R301.4 / R301.5 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE TO TIB' PLATE too'WAIL, 4-ed CONDON JOIST ENDVALL RAKE AND RAKE TRUSS d COBB]N a OC. Bd CUMSRI a ti• OC SEE IAIIES. 1� CEILING SHEATHINGI PARALLEL RAFTEF VFCM - SBC LAP MAIL USE LIVE LUAU USE ,-E, AS PER FABLE &7 T nESCRIPT d ! srnclNG I NOT _I , NOTES \ ALL ROOMS DECKS / PORCHES 40 PSF OVER PARTITION WFCH - SDC LAP NAR EXCEPT SLEEPING ROUM AURDRAILS &HANDRAILS � s' WALLBOARD V Q.FI�ELD THESE NOTES ARE ONLY TO HE REFERRED TO IF MENTIUNED IN SCHEDULE NUIES ONLY, SLEEPING ROOMS any direction TO RAFTER VFCM - sec EHD ALL TO RAFTER e - Bd CODON ENO NAB. WALL SHEATHINGI 1). For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feet on each side of the roof peak, PASSENGER GARAGEthe 4 Foot perimeter edge zona Attachments required shall be used, ROOF 49_P9rTR9VTF TO RAFTER 2 - 16d COBION END "AIL NT DESCRIPTIO BTY. SPACINGNAIL— "ML TES SrltucilBRnL S PER TABLE a 2). Tabulated 12 Inch o.c. nail spacing Assumes sheathing attached 'to rafter / truss framing members with G>0.49, PANELS Dd COMON VFCM _ SBCFor framing members with (0.42(13(0.49, the nail spacing shall be reduced to 6 Inches O.C. 71W OSD Ed COMMON 3. Or- EDGE WALL FRAMING+ PLYWOOD 6' UP- FIELD 3). Tabulated 4 Inch o.c. nail spacing assumes sheathing to rafter / truss framing members 1th G)0,49. For BUILDING CUNSIRUGTIEN-REQUIREMENIS framing members with 0.42(G<0.49, the nail spacing shall be reduced to 3 Inches o,c. ALL ASSEMBLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE. JOINT DESCRIPTION BTY. SPACING NOTES WALIBOARD c00.ER 109FIELD REFER TO THE FOLLOWING MANUALS FOR ADDITIONAL FASTENER REQUIREMENT& 2 _ wa �Bl , FLOOR SHEATHINGI TABLE 3.9 WALL SHEATHING REQUIREMENTS FOR WIND L❑ADSI TOP PLATE FWT SEE FOIE 1 SSTD 10-99 Standard for Hurricane Resistant Construction AIRr IIESCRII'iTIBR TEs THING LOCA? FATES 1 - Did BTY. SPACING AT PANEL EDI,ES SUPPORTS IN THE PANEL FfE _D INTERSECTIONS EA. SIVE NAR '' CIBeQ7W EMI 4' EDC£ ZIBS COfBN ! 6• Bd COle41 ! 12. O.C. SCE 7-02 (REVISED FROM 7-98) Minimum Design Loads for Buildings and Other Structures STUD - 16d CO O4 NAa 1. OR LESS FAZE. a FtREE NOTES- iR PANEL FIELD F ALE HEADER IS r16d IbNBRN ONG EDGES MAIL N❑TES+ GENERAL CONSTRUCTION NOTES, PLATE TI STUD I6d 2x6s MAIL PER FACE NAaTHESE NOTES ARE ONLY TO BE REFERRED TD IF Alsr. BAND JOI16d FOOT NTg, MENTIONED IN SCHEDULE NOTES ONLY. 1. The information on this set of construction documents Is related to basic design END JOIST OR BLOCKI Intent and framing details. They are Intended as a construction aid, not a substitute FLOOR FRAMINGI 1). Nailing requirements are based on wall sheathing NOTES for generally accepted good building practice and compliance with current New York nailed 6' on-center at the panel edge. If wall sheathing State building codes. The General Contractor Is responsible For providing standard JOINT DESCRIPTIOI NATES Is nailed 3' on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO HE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. construction details and procedures to ensure a professionally finished, structurally BTY' ACING O shear capacities, melting requirements for structural Xisr - Bd CJOIST NAR members shall be doubled, or alternate connectors, 1). For wall sheathing within 4 feet of the corners, 'the 4 Foot edge zone attachment requirements shall sound and weatherproof completed product. ILL, TOP PLATE OR GIR such as shear plates, shall be used to maintain load path. be used. BRIWIR' COW 2. The General Contractor is responsible for ensuring that all work and construction To JOIST 2 - END NAR meets current federal, state, county and local codes, ordinances and regulations, etc. 2). When wall sheathing Is continuous over connected 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to stud framing members with These codes are to be considered as part of the specifications for this building and TI .HIST 2 - IId COME END NAIL menbers,the tabulated number of nails shall be permitted G)0.49. For framing members with 0,42<G<, the nail spacings shall be reduced -to 6 Inches o.c. should be adhered to even if they are In variance with the plan. to be reduced tot - 16d nail per foot. SILL OR TOP PLATE - 16d COHNE iZUCK NAIL 3). For exterior panel siding, gnlvinized box nails shall be permitted to be substituted for common nails. 3. Dimensions shall take precedent over scale drawings (do not scale drawings). TO BEAFI - Did COHNE tEAUI FACE JOIST MAIL 4. The designer has not been engaged for construction supervision and assumes no 3319r LIN LEDGER FOE responsibility for construction coordinating with these plans, nor responsibility for TO DEAN 3 - JIisT NAIL construction means, methods, techniques, sequences, or procedures, or for safety 7I JOIST - 16dCOHNE MST NAR precautions and programs In connection with the work. There are no warranties for n specific use expressed or Implied In the use of these plans. "M JOIST 13 7RIr- 7M'RW SILL OR TOP PLATE - 16d COIK IFIGOT SEE NATE 5. Refer to floor plans, exterior elevations, and window 0 exterior door schedule for GENERAL FRAMING NOTES types and sizes of windows and exterior doors. 6.13eneral Contractor Is to ensure that masonry and fireplace construction meets or 1, Unless otherwise noted, all framing material to be 02+BTR. Doug Fir. exceeds all manufacturers specifications and applicable odes. GENERAL HVAC SYSTEM NOTES 2. Floors, walls, ceilings and rafters to be 16' O.C. unless otherwise Hated. GENERAL DECK & PORCH N❑T E S 7, General Contractor to consult and coordinate with the owner for all built In Items Provide fire-blocking where applicable. 1. Unless otherwise noted, ill framing material to be Nl ACO pressure 1. Mechanical subcontractor Is responsible for adhering to all applicable such as bookcases, shelving, pantry, closets, trim, etc. codes and safety requirements. 3, Unless otherwise noted, all bearing wall headers to be min. 2-ply 2x{Qanted lumber. 8. Wind load required connections shall be taken Into account during construction. All headers to have adequate bearingl on each end or as specified, 2. Girders for floor Joists to be min. 2-ply 2x10 unless otherwise noted. 2. HVAC subcontractor Is to fully coordinate all system data and requirements The wind protection page should be reviewed prior to starting, Girders shall be either bolted to posts w/ 1/2' dla. galy. bolts or with the equipment supplier. 4. All flush beams / headers to be Inld with henry duty galvanized anchored onto concrete pier. hangers. Provide Galvanized Hangers ntnd nd anchors where applicable to All 3. HVAC subcontractor to provide final system layout drawing and submit It to GENERAL FOUNDATION N❑TES Joists connected to beams 3. Joists to have blocking R 8' D.C. General Contractor, owner and equipment supplier for flnlal review and approval. 1. General Contractor 6 Mason to review plans, elevations and details to determine 5. Double up floor Joist under walls that run parallel to floor Joist and 4. All ledgers attached to house to have a flashing barrier, lapping Intended heights of finished floor(s) above typical grade. under bathtubs. Floors getting ceramllc the shall be verified for load capacity. behind the siding, between the house and ledger. Ledger shall be 2. All footing to rest on undisturbed (virgin) soli. 6. Provide blocking / bridging In floor Joists B 8' O.C.. Use solid blocking bolted to building with 1/2' dia. Galvanized bolts. In floor Joists under all bearing wallsi. 5. All footing for posts and piers to be 4' below grade. Piers shall 3. Provide 1/2' expansion Joint material between concrete slabs and abutting extend a minimum of 6' above grade. concrete or masonry walls occuring In exterior or unheated Interior areas. 7. Provide insulation baffles at eave vents between rafters. Install draft blocking ap ne ded. 6. All framing material to have appropriate galvanized hangers and 4. Any new concrete walls being attached to existing (If any) concrete structure to be Installed with 114 re-bar, 18' long a 12' O.C. Use approved epoxy for Installation, S. Unless otherwise noted, Roof and Walls to have a min. 4-ply 1/2' FlmnCgMrs. 5. Unless otherwise noted, all Interior slabs on grade to be 2500 pslconcrete exterior sheathing grade plywood, Plywood to cover over plates and headers, GENERAL PLUMBING NOTES GENERAL ELECTRICAL NOTES Exterior slabs on rade to be 3500 s+ concrete 9. Unless otherwise noted, and cr Fir or A floor echjoie plywood to be Adhered g p to joist w/ PL400 Adhesive and screwed to floor Joists for sub flooring. Finished I. All water supply, drainage and venting to be ns per N.Y.S. 1. All electrical to be as per N.Y.S. Residential Gonstructlon Code, Residential Construction Code l, floor to be Instilled over as per manufacturers Instructions. 2. All electrical work shall be underwriters approved. sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be placed on 6 mi polyethylene vapor barrier. Foundation Stab to be a minimum of 3-1/2' thick. 10. All bathroom walls to have 1/2' moilsture resistant sheetrock. Garage Walls 2. Verify septic system with Engineer for Suffolk County Health and ceilings to have 5/8' Type-X sheletrock. Unless otherwise noted, rest of Department approval. 3. Smoke detectors to be located throughout as per Section R317 of 01yapN© aTu >t . 6. Provide crawl space with one 8x16 cast Iron foundation vent for every 150 square building to have 1/2' regular sheetrolck. Alt sheetrock to be taped and finished. Mono ide Detect Construction buil tion Code. Prove a minimum of 1 Carbon pR{pyNCrs•nAr+uEr�s = imrEewk�ea� feet of area. 3. If wall studs, plates or Joists Are cut out during Installation for Monoxide Detector In building. 11. All roofs with a pitch of less than 442 shall be installed with Ice 6 Water Barrier any plumbing related work, provide adequate bracing and plates 117RO11011 7, Provide minimum 18x24access opening to crawl space area. or approved equal, to protect and secure the structure. Verify with the state code ' ' and manufacturers recommendation for maximum hole size and 8. Dampproof exterior of foundation with bituminous coatlnp as per section R406 of 12. Sill plates to be pressure treateid, Use with sill gasket and cop-rs LNIrW permitted. N.Y.S. code. A 6-mil polyethylene film shall be applled over the below grade portion approved equal termite shield. Plates to be anchored to foundation with n of exterior foundation walls prior to backfilling• minlmun 1/2' dla.x7' long anchor bolts 2 6' O.C. and w/I I' of ends and corners. Bt4SSEY RESIDENCE ADDITION DATE: to-is-as 9, Drainage to be provided as per section R405 of N.Y.S. residential code ��RED Aq� �\Q=�� a. �ha�o,� 34.5. BARTLEY ROAD 1'1 NJ'a1.Pr MATCITUCK, - NY E'01 ' �791 �O OF H0 architects. QUAKERTOWN, PENNSYLVANIA RIDGE STRAPPING PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD FOR 16' O.C. RAFTERS WOOD FRAME CONSTRUCTION WITH ALL MEMBERS AT RIDGE STRAPPING GENERAL WIND PR ❑ TECTI❑N C❑ NNECTI❑N NOTES ROOF ROOF CONNECTION iI PITCH SPAN CAPACITY (plf) 166' O.C. UNLESS OTHERWISE NOTED. ' 644 ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH 3112 166' 858 THE FOLLOWING MANUALSs 20' 1073 n). 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION 24' 1287 RAFTER-TO-WALL b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION 12' 508 TY-DOWN CONNECTIONS COLLAR TIE c). ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND 16' 678 OTHER STRUCTURES 4112 20' 847 24' 1017 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR 28' 1186 WIND PROTECTION FOR PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL BE 32' 1357 RAKE OVERHANG OUTLOOK IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 12' 392 CONNECTIONS 16' 523 RAFTER 1). RIDGE TO RAFTER ASSEMBLY, UPLIF 20' 653 SPAN 1-1/4' x 20 GAUGE METAL STRAP SHALL BE 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 811 IN THE STEEL STRAP, 36' 1176 � HOLllDOWNS WHERE REQUIRED 2). RAFTER TO WALL ASSEMBLYi 12' 351 16' 468 UPLIFT CONNECTIONS FOR, RAFTER-TO-WALL, LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR 20' 585 WALL-TO-WALL AND WALL-TO-FOUNDATION WALL-TO-WALL TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. 6112 24' 702CONNECTIONS USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE 28' 819 ROOF CONNECTION MIN. 811 NAILS NOTES CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JUISTS 32' 936 SPAN CAPACITY REQUIRED SPACING 2 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 lbs. 5 7112 20' 544 24' 726 lbs. 6 3). WALL ASSEMBLY TO WALL ASSEMBLY, 24' 652 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS. 1242 28' 761 28 826 lbs. 7 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL 32' 870 32' 1 927 lbs. 8 BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS. 36' 1 979 36' 770 lbs. 7 12' O.C. HOLllDOWNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNDATION HEADER GIRDER CONNECTIONS WALL-TO-FOUNDATION FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR CONNECTIONS BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM ROOF HEADER UPLIFT LATERAL �_ EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-UN-GRADE, 15 INCHES IN SPAN SPAN lbs. lbs. MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN HOLDDOWI ANCHORS REQUIRED ACCORDANCE WITH TABLE 3,3B OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION 2' 469 254 FOR TYPE I AND TYPE II SHEAR WALLS MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE 4' 939 504 (6' PANEL EDGE NAILING) STRAPPING WASHERS SHALL BE: USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL 6' 1408 72 8' 1878 016 WALL HOLDDOWN TYPICAL WIND LOAD PATH NOT EXCEED 72' D.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A 20' 10' 2347 1270 HEIGHT CAPACITY (tbs.) SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32' D.C. STEEL STRAPS 12' 2817 1524 8' 3375 N.T.S. EMBEDSHALLDED IN OR IN CONTACT WITH BE HOT-DIPPED GALVANIZED COATED. -GRADE OR MASONRY BLOCK FOUNDATIONS 14' 3286 1778 9' 3800 16' 1 3756 2032 10' 4225 5). HOLDDOWN, 2' 620 254 HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES 4' 1239 504 3.5A-B FOR WALL TYPE I OR TABLE 3.16 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 81 CONNECTIONS SILL CONNECTORS PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN 28' 0' 3079 1016 12 0 HEADER UPLIFT RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE 12' 3718 1524 SPAN lbs. SIZED FOR THE REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE, 14' 4338 1778 2' 254 16' 4958 1 2032 HOLDDOWN ANCHORS HOLDDOWN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS, 2' 770 254 6' 762 HEADERAND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS, 4' 1540 504 6' 2310 762 6' 1016 7). WINDOW SILL PLATES, 8' 3081 1016 10' 1270 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. 36' 12' 1524 2x4 WALL SILL PLATE (FLAT), 1-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TO 610. 10' 3851 1270 12' 4621 1270 2x6 WALL SILL PLATE (FLAT), 1-PLY FOR OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 819. 14' 1778 1 14' 5391 1778 16' 6161 2032 16' 2032 7). CATHEDRAL CEILINGSi TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TOI BE USED AS A STRUCTURAL BEAM, 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 ALONG THE OPEN CEILING 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 MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS PANEL EDGES SUPPORTS IN THE PANEL FIELD NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 8). A MINIMUM OF TIHREE (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' D.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 WALL INTERIOR ZONE 6. O.C. 12' O.C. UNLESS OTHERWISE NOTED. RAKE & RAKE TRUSS 4' O.C. 4' O.C. i USE THE F❑LL❑WING USP BRAND OR APPROVED EQUAL METAL CONNECTORS TO MEET THE MINIMUM UPLIFT REQUIREMENTS. C❑NNECTI❑NS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATI❑N TO ACHIEVE MAXIMUM UPLIFT CAPACITY . irBreO ASSUCLATI:;) CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM CATALOGUE MINIMUM DESCRIPTION LOAD CAPACITY ARCHITECTS• PLANNERS•IRiE1poR0NN NUMBER FASTNERS NUMBER FASTENERS 5102WIN ROW ADS5 HOLDDOWN ANCHOR 4000 lbs. BOLT TO VERTICAL MEMBERi (2) 3/4x3-1,/2 BOL 'S RT10 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 585 lbs. RAFTER & STUD, (6) 8d COMMON NAILS EACH eoIRY BOLT TO SILL, (1) 3/4x5-1/4 ANCHOR BOLTS RT20 RAFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 lbRAFTER& I STUD, (9) 101x1-1/2 NAILS EACH s. BOLT TO VERTICAL MEMBER, (2) 7/8x3-1,/2 BUL S PLATE, (4) 10d COMMON NA TDX6 HOLDDOWN ANCHOR 5100 lbs. BOLT TO SILL, 7/8x6-1/8 ANCHOR BLILTS RT7 RAFTER-TO-TUP PLATE TY-DUWN ANCHOR 585 lbs. RAFTER AND PLATE, (5) 8cl COMMON NAILS EACH BASSEY RESIDENCE ADDITION DATE: 10-16-03 KHST2 STRAP TIE 4220 lbs. 1 (6) 5/8' DIA, BOLTS RAFTER] (8) 8x1-1/2 NA S KHST3 STRAP TIE 6180 lbs. (6) 3/4' DIA. BOLTS RT16 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 lbs. PLATE] 8) 8d COMMON NAI S pE � � '"t _ � _ `' 345 BARTLEY ROAD C,,' .�, ;,, I_STA18 FLAT STRAP 1055 lbs. (14) 10d COMMON NAILS SPT44 & 6 STUD PLATE TIE 1070 lbs. PLATE AND STUD, (6) 16d COMMON AILS eo LSTA30 FLAT STRAP 1670 lbs. (22) 10d COMMON NAILS SPTH4 & 6 STUD PLATE TIE 1470 lbs. PLATE AND STUDi (12) 104-1/2 NAILS1.Lx, - MATTITUCK - NY 4 CHORNO ASSOCIATES architects. planners. Interior design QUAKERTOWN. PENNSYLVANIA TYPICAL DECK WIND UPLIFT REUUI REMENTS ' HEADER GIRDER CONNECTIONS: USE THE F❑LL❑WING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADER UPLIF METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN tbs. INSTALLATION BY MANUFACTURE, 6' 1408 PRODUCT UPLIF1 GALV, MINIMUM DESCRIPTI❑N 8' 1878 NUMBER l FASTNER REQUIRED j 20, � bs, 10' 2347 PBS44 4x4 1815 POST: (12) 16d COM, NAIL 12' 2817 POST CAP BEAM: (12) 16ol COM. NAIL 6' 1859 4x4 POST: (8) 16d COM. NAIL 28' o� 98 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM, NAIL 12' 3718 KC44 4x4 COLUMN CA 3265 BEAM/GIRDER: (2) 5/8" BOLTS POST/COLUMN: (2) 5/8" DIA, BOLIS 6' 2310 36 8' 3081 10' 3851 PAU44 4-x4 2240 FOOTING/PIER: 5/8"x7" ANCHOR BO T 12' 4621 POST ANCHOR POST/GIRDER: (12) 16d COMMON NAIL .S CBE44 4x4 WET POST ANCHOR 3585 COLUMN BASE P❑ST/GIRDER: (2) 1 /2" DIA. BOLT UPLIFT CONNECTIONS FOR: KCB44 4x4 5650 WET POST ANCHOR e JOISTS-TO-GIRDER / HEADER COLUMN BASE P❑ST/GIRDER: (2) 5/8" DIA, BOLTS %A DECK CONNECTI❑N MIN. 8d NAIL o SPAN CAPACITY REQUIRED PBS66 6x6 1815 POST: (12) 16d COM, NAIL e POST CAP BEAM: (12) 16d COM. NAIL ,0 12' 427 lbs, 4 PBSE66 6x6 1430 POST: (8) 16d COM, NAIL p- t 16' 526 lbs. 5 END POST CAP BEAM: (8) 16d C❑M, NAIL Qe 20' 626 lbs, 5 KCC66 6x6 5225 BEAM/GIRDER: (2) 5/8" BOLTS 119— — — — — _ 1=111=111=111E = n = _ = 4' s, 6 COLUMN CAP POST/COLUMN: (4 ) 5/8" DIA. BOLIS _ — 726 lb ❑L 111111=111= „ III111 ,;,111 ,;,111 ,;,111 ,;,111 ,;,111 ,;,111 ,;,111 ,;,111 , ,111 ,,,III , ,III , ,I 28' 826 lbs, 7 TYPICAL DECK 32' 927 lbs. 8 PAU66 6x6 2350 FOOTING/PIER: 5/8"x7" ANCHOR BOUT N.T.S. 36' 770 lbs. 7 POST ANCHOR POST/GIRDER: (12) 16ol COMMON NAIL .S CBE66 6x6 3570 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2) 1 /2” DIA, BOLT KCB66 6x6 5640 WET POST ANCHOR oe COLUMN BASE POST/GIRDER: (2) 5/8" DIA. BOLTS p Pepe p o RT10 TY-DOWN 585 JOIST: (6)8d COMMON NAILS ANCHOR HEADER/GIRDER: (6) 8d COMMON NAI -S ALTs RT20 TY-DOWN 1105 JOIST: (9) 10x1-1/2 NAILS f3 �N,,o � ANCHOR HEADER/GIRDER: (4) ]. Od COMMON NA't ��S` °"'rN��°�, ,�EMP'"`I1 11 E o;s'qeu , tr auoca 1\ rci�7599s a3 11 � INSTALLATION NOTES, BASSEY RESIDENCE ADDITION DATE: �s-16 ° ' 1). ALL POSTS TO BE ANCHORED TO F❑❑TING OR PIER I H,'- A H"? 345 SARTLEY ROAD T , N MATTITUCK - NY ' 5" 2), HEADER & GIRDER C❑NNECTI❑NS TO BE ATTACHED T �. w ST N SSOCIATES ouL architects. planners. Interior design OWN, PENNSYLVANIA 3), EACH J❑IST TO BE ANCHORED TO GIRDER OR HEADE UAK RT JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /O 6?Y/03 APPLICANT: ` q� y DATE SUBMITTED: _�O_1a3/03 SCTM#DISTRICT: 1,000, SECTION: /L/ ,BLOCK: LOT:.P,6-_SUBDIVISION: Ole- NI ADDRESS:.3q'5 CITY: /Y ATF tTUc K ZONING DISTRICT: -- CONFORMING?A/o BUILDING PERMITS OPEN/EXPIRED: PRE C6�7) R N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF 400.-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LDTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE: Ir,3 3 REQ. LOT COV. ACT. LOT COV. 2 REQ. FRONT .3f PROP. FRONT ,/ REQ SIDE /UACT. SIDE REQ. REAR___3 S` PROP. REAR ✓ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: /AJ"T-r 76 51M ESTIMATED PROJECT COST: "ENGINEER: -OW09M) WATER FRONT? A/# DESCRIPTION: PANEL # FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or)!PBED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: _ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE _/ / PERMIT#:. TOWN ZONING BOARD APPROVAL: YES or DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: acs S ( ` E 2 Eq FEE STRUCTURE: FOUNDATION: 3` v -SF FIRST FLOOR: !`C SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: / "' `T SF FEE FEE FEE 1. I( SF)- i'' SF)= SFX$ *.n _$ )b '' +$ s-� .` +$ _$ cow C 2. ( SF)- (SF)= SFX$ =$ +$ +$ =$ 3. ( SF)- ( SF)= SF X $ =$ +$ +$ = $_ FINAL TO : $ "� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 127'Terninite- Seismic Des' n Category:B Weathering: Severe � rost Depth: 36" V D : S-MY M-H eca Design Temp: 11 Ice Shield Underlay:YES V Flood Hazards: USE/OCCUPANCY CLASSIFICATION- HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEER�i?LEBESCRIPTIV W T G FULL FRAMING DESIGN ELEMENTSON HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIO LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TESTUIREMENTSAN EGRESS 5.7 /N LIGHT M! VENT 4%*' NAILING/CONSTRUCTION SCHEDULE- /N MEANS OF EGRESS4/N PLUMBING RISER DIAGRAM:(S YN LOCATION OF FIRE PROTECTION EQUIPMENT-6N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS(5/N TOTAL COMPLIENCE. /N (RETURN TO PAGE ONE) 001, � . 1 A 4f v ;A Iw Aga W�. 1r owl 1 " .m:" -�J w � '►� a 3 \y x milli .... _ .......... / «We' 00 woet r '4 > = Pte.. io PFIR •6 � �3 9 � � M. .gyp_�r C r r i r i r _ ..iYr