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Home My WebLink About31393-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31551 THIS CERTIFIES that the building NEW DWELLING Date: 05/02/06 Location of Property: 675 WATER TERRACE SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 6 Lot 13.7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 17, 2005 pursuant to which Building Permit No. 31393-Z dated AUGUST 25, 2005 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR DECK AS APPLIED FOR. The certificate is issued to ZOUMAS CONTRACTING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0013 03/15/06 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 105066C 03/16/06 05/02/06 HI -TECH PLUMBING Autlorized S'gnature Form Na 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWNHALL 765-1802 APR 1 3 3 i a' 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 properly with accurate location of all buildings, properly 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 a 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 - $25.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: _� Old or Pre-existing Building: (check one) Location of Property: 10 7 1 CA)41 'kf 'J erla L e J o ✓ Y� ,*j � House No. Street Hamlet Owner or Owners of Property: 2�2� ✓AA/ ('0', 4" Co /P. Suffolk County Tax Map No 1000, Section r 1%5 Block 6 Lot 13• Subdivision M a 1 1 rl orae Filed Map. Ao pel Sha -el Lot: _ + Permit No. 13 a Date of Permit. olS D Applicant: ZOfA)4.i Cz14rz � y � ��lp, Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ D S-, o 0 Ca 31551 Underwriters Approval: Final Certificate: v (check one) Applicant Signature Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 3/1tV2006 375 Dunton Avenue 105058C East Patchogue, New York 11772 (631) 2868642 Issued To: Z60mas Cont. Corp Street: 675 Water Terrace Village: Southold Zip: 11971 Town: Southold Section: 88 Block:6 Lot: 13.7 Contractor: D. L. T. Electric (L) Lic. # 4966-E was examined and found to be in compliance with the National Electrical Code. ❑ commercial ❑ NV Defect ❑ Pool ® 1st Floor D Indoor ❑X Basement ❑ Hot Tub ® Residantld ❑ Det Garage ® Attic ® 2nd Floor ® outdoor ❑ Addition ❑ Survey Bldg. Permit: otner 1-9nj �W/ ( I Hugo S. turdi, President Rough Inspection: 12/15!2005 Inspector: John McMahon III Flnal Inspection: 03/15/2006 Inspector: Aneal Angellllo This certificate must not be altered in any manner. Inspectors may be identified by their credentials. ceptaoles Fixtures GFI Heaters A1C Fens 54 56 6 2sher/Amps F DryedAmps Oven RangsJAmps Microwaves 20 1 30 1 40 il Gas Circulators Smoke Detector Bell Transformer 1 X 3 8 Meter Amps" Phase UG/OH Jacuzzl Television CO Detector 1 200 1 / 1/20 2 Bldg. Permit: otner 1-9nj �W/ ( I Hugo S. turdi, President Rough Inspection: 12/15!2005 Inspector: John McMahon III Flnal Inspection: 03/15/2006 Inspector: Aneal Angellllo This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Tema Hdl, 59094 mdo Rotd P.O. Soot 1179 $Comm, NOW York 1197144 Building Permit No. 2 I3 q3 BUILDINO DBPAMUBMT TOWN OF BOUTHOLD CERTIFICATION Date: J r>] Owner: Zc1L)M a✓ ( 3.1IC4 (please print) Plumber: U6_ trck e 10oj,,�U (please print) ftz (6b1) 766.isn Tdwbaw (01) 766-1803 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this 0�� day of 20BC Notary Public, County '✓ lumbers Signature) suphon Q MInI" Jr. Notary PIi fam 19of NOW York -Uled in SWIM COUnty Fission Expires JUIV 31, _._. y"tephen G. RemState f New York No d4SM965 SM puali8ed in SU1't & Count I o Commission Expires July 31.7-0-049 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. 31393 Z Date AUGUST 25, 2005 Permission is hereby granted to: ZOUMAS CONTRACTING WADING RIVER,NY 11792 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH & REAR DECK AS APPLIED FOR at premises located at 675 WATER TERRACE SOUTHOLD County Tax Map No. 473889 Section 088 Block 0006 Lot No. 013.007 pursuant to application dated AUGUST 17, 2005 and approved by the Building Inspector to expire on FEBRUARY 25, 2007. Fee $ Rev. 5/8/02 1,539. ORIGINAL Authorized Signature {/3V3 -?7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ],!N ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROU LBG. [ ] FOUNDATION 2ND [- SOLATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1;�, DATE INSPECTOR 313?3-�- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [,-JROUGH PLBG. [] F NDATION 2ND [ ] INSULATION [ FLAMING /STRAPPING [ ] FINAL [✓ ]/FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR I1� 3-� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOYJWATION 2ND [ [p4IRAMIN /,ST PPI [ ] FIREPLAC [ REMARKS: V� / /N h..) �- // ] INSULATION ] FINAL (] FIRE SAFETY INSPECTION DATE INSPECTOR l3 ?3 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] _F,I,R�E� SAFETY INSPECTION REMARKS: . i,9- 01 DATE / P-� --0r INSPECTOR 765.1802 BUILDING DEPT. SPECTION 'FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG- ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION r DATE LI M f) 6 INSPECTOR LOT ARE,. = 30,175 SO. FT. 6 -i Z C CD m 11 UI cc 0 741 N 40.0 NOTE MAXIMUM CLEARING OF LOT IS LIMITED TO 58% OPEN SPACE S 58'01'20"E 145.60' S 39.740 22!S39 f SUFFOLK COUNTY DEPARTMENT OF HEALTH SEP•VICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE pate _MAR I ZG�S H.S. Ref. No. 10 v I ool The scoop disposal and Waver supply facRIVIDs st fft 1100"M Mspectid endW mrttiled by Ns Department or Other agendas besausl2ctoryFORAMAXIMUM,QF, BEDROOMS. C1 —� N J Waller J. Hilbert remoefWas"ter Management 31 N 'No GAR I 2 STY FR DWELL 22.0' —� 40.0' a / 0 $ I 3 - S 7r e n I x$47 I� v 37 covered 7 porch /water / service R=250.00 N 58'01'20"W 71.16' L=56.00' WATER TERRACE R41? 0 �, y 1006 NOTE: CESSPOOL, SEPTIC TANK k WATER SERVICE LOCATIONS BY OTHERS. THE 8031DICE OF MW OF SAYS AND OR 011110003 aF ROMM F ANY. LOT S/pWR Ni Nor e{MIWSFID. THE OFPWM (OR OWF7ddtl) SHOWN HOWN FROM TIE sTm=nAEs M TE PImPIUMT' LOIN ME FON A SQWIC PU KISE AND USE AND 7HEREIm ARE NOT W11000 M QIOE TE DEMON OF FENCER REOYNNO MAU& PUMA PALM PIN111Na ARP^ AODRIDN M OAMSIIOS OR ANY OTES7 oownNIe m. UNAUI1MMM KiP11111TM OR AOMIMIN M TNN SMIYEY IS A VIOLATION of SEe110N 72M W 111E NON YOM SOD[ EID WIDN VM. allAM OM AOIDAIFO HERON MINI MAI ONLY M ME PWKIN FOR W M TE SILWAY E PIEPARM AND ON IIe IFNALF M THE TRE COI~, aeASNENDIL IOENCf MD IF7pO IiRR1110N LWED HEREON, AFD M THE ASSOM OF TE LENOAIO IIwT1U"ON. QINENIEES AM NOT 1WFYP94MlE M AOMIIOML Iwn1 num OR sugso LENT Lw 4m. COPIES OF 1 W SURVEY MW NOT BMW THE LAID 91RYEYOWS INKED SEC OR tONM® SEAL SIMLL NOr M CONQOem M ME A MIA TME DOPY. CERTIFIED ONLY TO: F HAROLD F. TRANCHON JR. PENN. LICNNo. 21159 E 2-1-2006 FINAL SURVEY 9-21-2005 FOUNDATION LOCATION JOB No. 00-635 FILE No. ANGEL SHORES SURVEYED FOR LOT NUMBER 5 MAP OF ANGEL SHORES SITUATED AT BAYVIEW TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. SCALE 1" = 40' DATE 12-16-2000 FILED MAP No. 9729 DATE 8-23-1995 TAX MAP No. (REF ONLY) 1000-88-6-13.7 DISK 2005 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 1T792 631-929-4695 C � m o O 0 m V1 605.00' 40.0 NOTE MAXIMUM CLEARING OF LOT IS LIMITED TO 58% OPEN SPACE S 58'01'20"E 145.60' S 39.740 22!S39 f SUFFOLK COUNTY DEPARTMENT OF HEALTH SEP•VICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE pate _MAR I ZG�S H.S. Ref. No. 10 v I ool The scoop disposal and Waver supply facRIVIDs st fft 1100"M Mspectid endW mrttiled by Ns Department or Other agendas besausl2ctoryFORAMAXIMUM,QF, BEDROOMS. C1 —� N J Waller J. Hilbert remoefWas"ter Management 31 N 'No GAR I 2 STY FR DWELL 22.0' —� 40.0' a / 0 $ I 3 - S 7r e n I x$47 I� v 37 covered 7 porch /water / service R=250.00 N 58'01'20"W 71.16' L=56.00' WATER TERRACE R41? 0 �, y 1006 NOTE: CESSPOOL, SEPTIC TANK k WATER SERVICE LOCATIONS BY OTHERS. THE 8031DICE OF MW OF SAYS AND OR 011110003 aF ROMM F ANY. LOT S/pWR Ni Nor e{MIWSFID. THE OFPWM (OR OWF7ddtl) SHOWN HOWN FROM TIE sTm=nAEs M TE PImPIUMT' LOIN ME FON A SQWIC PU KISE AND USE AND 7HEREIm ARE NOT W11000 M QIOE TE DEMON OF FENCER REOYNNO MAU& PUMA PALM PIN111Na ARP^ AODRIDN M OAMSIIOS OR ANY OTES7 oownNIe m. UNAUI1MMM KiP11111TM OR AOMIMIN M TNN SMIYEY IS A VIOLATION of SEe110N 72M W 111E NON YOM SOD[ EID WIDN VM. allAM OM AOIDAIFO HERON MINI MAI ONLY M ME PWKIN FOR W M TE SILWAY E PIEPARM AND ON IIe IFNALF M THE TRE COI~, aeASNENDIL IOENCf MD IF7pO IiRR1110N LWED HEREON, AFD M THE ASSOM OF TE LENOAIO IIwT1U"ON. QINENIEES AM NOT 1WFYP94MlE M AOMIIOML Iwn1 num OR sugso LENT Lw 4m. COPIES OF 1 W SURVEY MW NOT BMW THE LAID 91RYEYOWS INKED SEC OR tONM® SEAL SIMLL NOr M CONQOem M ME A MIA TME DOPY. CERTIFIED ONLY TO: F HAROLD F. TRANCHON JR. PENN. LICNNo. 21159 E 2-1-2006 FINAL SURVEY 9-21-2005 FOUNDATION LOCATION JOB No. 00-635 FILE No. ANGEL SHORES SURVEYED FOR LOT NUMBER 5 MAP OF ANGEL SHORES SITUATED AT BAYVIEW TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. SCALE 1" = 40' DATE 12-16-2000 FILED MAP No. 9729 DATE 8-23-1995 TAX MAP No. (REF ONLY) 1000-88-6-13.7 DISK 2005 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 1T792 631-929-4695 P. FIELD INSPECTION REPORT DATE COMMENTS W� y a FOUNDATION (1ST) ----------------------------------- FOUNDATION (2ND) --- 0 -- z ROUGH FRAMING & PLUMBING 0 J J� y r „� {j►e 7 ��-��= i ..__.. ---------- — INSULATION PER N. Y. STATE ENERGY CODE - x a r - - FINAL f ADDITIONAL COMMENTS z O M A - -- ul\ Y �O z ad iAJ y E Lib 0 - 3 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 5 VILLAGE DIST. SUB. LOT S ' ✓CSC t �iGir'rraCQ S01oId S ti e 0E �zgia ACR. REMARKS TYPE OF BLD.�a ods � eCCl6re na�21aP Laoud is PROP. CLASS LAND IMP. TOTAL DATE z-ia0 Z(nC� lb 5 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: 765-1802 Examined $ S 20 0 1' 005DiApproved >5- , 2005— Disapproved sapproved a/c BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying ? Board of Health 3 sets of Building Plans PERMIT NO. 3 / 3� 3 iE--" Septic N.Y.S Contact: Mail to: Phone: dJ4 Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date AUV 14 120 03— a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets rV 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 a Certificate of Occupancy is issued by the Building Inspector. .APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to compiy with ail applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. State whet r a�}rlie'jiit is ti ,hgr„$ssee Zo✓Mw (04Jraci-.4g C4-49. (Signature of applican or name, if a corporation) J-0. Qo x 3 6]_ (A)&d#11 ,v±, ti b/ w2c% (Mailing address of applicant architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ZO✓mu i Lao }r4, f ,, GG (as ot7 the tax If applicanti a corporation, signature of duly authorized officer \Dn Zo✓ Nc--� V. �. (Name and title of corporate officer) Builders License No. Plumbers License No. 30 80 wl Electricians License No. 4966 Other Trade's License No. 1. Location of land on House Number Street work will be done: C S< or latest deed) County Tax Map No. 1000 Section Block 6 Lot 1 3 Subdivision M.0 AC 4A441 Filed Map No.&al Sholyj Lot ,j— (Name) s State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Nature of work (check which applicable): New Building—�C_Addition Repair Removal—Demolition—Other Work Estimated Cost Fee Alteration (Description) (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Height Number of Sto Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Dimensions of entire new construction: Front---- ront U _Rear. 6 O Depth S� Height ) S --Number off Stories ti Size of lot: Front I�1, tr Rear- L � Depth o?Od 10. Date of Purchase -La Name of Former Owner A �a doll( Lay -u ( Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: Will lot be re -graded 14. Names of Owner of Will excess fill be removed from premises: YES NO Name of Architect Address Name of Contractor %, ,moi on{rac Address �— No. Vol T- N0 o. 15. Is this property within 100 feet of a tidal wetland? *YES NOY-- • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. TATE OF NEW YORK) SS: ,OUNTY OF ) JOhA Z4-1/k,�rl being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, S)He is the 601,�'^h (Contractor, Agent, Corporate Officer, etc.) ,f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be )erformed in the manner set forth in the application filed therewith. :worn to before me this ✓ _ 10 f )J 20 Notary Public Signature o ant F� ri ��3cl 2 ev Town Of Southold P.O Box 1179 Southold', NY 11971 ***RECEIPT*** Date: 08/17/05 Receipt#: 6060 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3500 $10.00 Check#: 6060 Total Paid: $10.00 Name: Zoumas, Contracting Corp Pob 361 Wading River, NY 11792 Clerk ID: BONNIED Internal ID: 3500 Applicant/ Date. Owners Naine,... ArchitecU r �--- SCTM #: Disvipt: 1,000 Sec(ion: 131ock: Project Subdivision _ Name: � Single 8-, separate Required cemrjtcation: (Yes / No) _ Req. Rcy. !_luting t)istrict: (Lot slzc: Actual: '.7� j 7� 1 , (l,ot coverage I ri�pu�cd Req. Req. (('rortl Pard Proposed: [Side Yard` ('roposed: J [Rear Yard 5� _ Proposed Project Description:" A-GENC'SUERMI e iF. R QU)<1t9U FOR REVIEW N.A. NO YES �r Suffolk County Health Dept. Naw York State. D. R C. Town Trustees Town Zoning Board approvat: Town Planaing Board approval: Flood.Plaae Blevation M Flood Zone: a LOT AREA = 30,175 SO. FT. 0 -i C c m Z C m 0 n F. N 0 0 0 NOTE MAXIMUM CLEARING SOF LOT IS LIMITED TO 58% f�f I`IS� Q e" OPEN SPACE S 58'01'20"E 145.60' / S 32740 �f 9 .s3. 31393 / w 2 6 2005 t.10 31.0' � 22.0' `" N No FOUNDATION o X22.0' 40.0' 39.3' C N f0 R=250.00' N 5601'20V 71.16' L=56.00' WATER TERRACE TE ams go MNMiMM1 m m Hmm mm TE swox m m m Im FIFNIOY Y NM FM A OWN IUWM NO lE MO TMMiiE ME NOT NTOitO W sm THE OOIm a lolc4 i9MmN Ali POW MmN& HARM Mil& J=� m 1KOW ON Mn omm OOW MORN& UlOLmlmm mmum m mwR m l AWAY O A wa mm OF ammm 7= or Tm I Yaw lNRE ebumm UO. OLwW= RON= NOON MOLL MM a&Y W TE � FOR M THE MNFMN ■ pm"m Mm a lm NOPLF' To TE ME ocwm wAmas OAL A000f NO lith NNWMIm UM® NOOK MO m T! ANMmMi OF M UNMNIN NMIIIIO I NNMNNNM ANE Na aMlMNiE W A00NOW. NMlmmm OR MNNMMiII L1 7i1c oM® OF Te MWIN.Y WP MW a M KNM iNNE1m'S NN® IM OR OMMM ML MOLL Na IN 0M W NE A V6W WIE COI. CERTIFIED ONLY TO: F HAROLD F. TRANCHON JR. PENN. LIC. No. 21159 E 9-21-2005 FOUNDATION LOCATION JOB No. 00-635 FILE No. ANGEL SHORES SURVEYED FOR LOT NUMBER 5 MAP OF ANGEL SHORES SITUATED AT BAYVIEW TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. SCALE 1' = 40' DATE 12-16-2000 FILED MAP No. 9729 DATE 6-23-1995 TAX MAP No. (REF ONLY) 1000-66-6-13.7 DISK 2005 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 1T792 631-929-4695 LOT AREA 30,175 Sq. Ft. F. FL. ELEV. 92,E ' GAR.ELEV. 91,o NOTE: MAXIMUM CLEARING OF LOT IS LIMITED TO 58%. IRMPMUMVAL 08 01 IN r I IMA OiAl� v� 1pwp wo www, ....;,qqd ` C .,,E .... .AaRA iJ01��11�tY1tARil�illt�l'[tnl►A!l��1d1L . „' �' In PAoP. 'N W Wv cr Wk f- U. m O Zj W Z W a S71.o 605.00• IVES ARE POR A RETAINING FLANIING HVAUTNORIEEO ALTMATION OR ,BOITION TO TIIU SLIRUSY d A '"ATOM OF SKTION 7W OF HE NON "1041( STATE ®UC.AT7N W. GUARANTEED ONLY TO \\V try arTAS.c \� O` E. 0 d 0 \ \ N N. 5a-or20* W. 71.16 (30.0 WATER TERRACE E+Isn Mb WATER KAI EJ L—or 25 VMo6Q COMST, P.+iu G W ATiA- SHALL RUN ONLY M TM POW N FOR WHOM TETE SUSIRM IS Pill, PARED, AND ON HIS WALF TO THE TITLE COMPANY, GOVERNMEN TAL ASEWY AND LENDING RVSn- TUTION UIT:Dii2RCON, AND TO THE A5SIG,r:E;S Cr THE LENDING INSTITUTION. GUARANTEES ART NOT TRANSHRABIE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. COPIES OF TNRI SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE C ()FRED TO S, *M JR N.Y.VLIC. NO. - PENN. LIC. NO.. JOB NO. 00-520 SURVEYED FOR LOT NUMBER 5 MAP OF ANGEL SHORES a a N O N FILE NO. ANGEL SHORES SITUATED AT BAYVIEW TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK SCALE 1" = 50' DATE 12-16-2000 FILED MAP NO. 9729 DATE 8-23-1995 TAX MAP NO. 1000-88-6-13.7 (REF. ONLY) DISK 193 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 11792 631-929-4695 PAoP. 'N D.+Eu M S71.o W ? Q 15 m a n $ DIN a z d N. 5a-or20* W. 71.16 (30.0 WATER TERRACE E+Isn Mb WATER KAI EJ L—or 25 VMo6Q COMST, P.+iu G W ATiA- SHALL RUN ONLY M TM POW N FOR WHOM TETE SUSIRM IS Pill, PARED, AND ON HIS WALF TO THE TITLE COMPANY, GOVERNMEN TAL ASEWY AND LENDING RVSn- TUTION UIT:Dii2RCON, AND TO THE A5SIG,r:E;S Cr THE LENDING INSTITUTION. GUARANTEES ART NOT TRANSHRABIE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. COPIES OF TNRI SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE C ()FRED TO S, *M JR N.Y.VLIC. NO. - PENN. LIC. NO.. JOB NO. 00-520 SURVEYED FOR LOT NUMBER 5 MAP OF ANGEL SHORES a a N O N FILE NO. ANGEL SHORES SITUATED AT BAYVIEW TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK SCALE 1" = 50' DATE 12-16-2000 FILED MAP NO. 9729 DATE 8-23-1995 TAX MAP NO. 1000-88-6-13.7 (REF. ONLY) DISK 193 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR 1866 WADING RIVER -MANOR RD. WADING RIVER, NEW YORK, 11792 631-929-4695 v Permit Number REScheck Compliance Certificate Checked By/Date New York State Fmergy Conservation Construction Code REScheck Software Version 3.6 Release 2 Data filename: C:\Documents and Settings\mbert higgins\My Documents\COPY D 1104\builders\zoumas\zoumas\The summerfield\windjammer dr, southold\energy.rck PROJECT TITLE: The summerfield, Windjammer Dr. Southold COUNTY: Suiblk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.16 DATE: 06/30/05 DATE OF PLANS: 6-29-05 COMPLIANCE: Passes Maximum UA = 510 Your Home UA = 503 1.4% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door %lt3l R -Value R -Value U -Factor Ceiling 1: Flat Ceiling or Scissor Truss 1722 30.0 0.0 60 Wall 1: Wood Frame, 16" o.c. 2615 13.0 0.0 177 Window 1: Wood Frame:Double Pane with Low -E 345 0.350 121 Door 1: Solid 77 0.400 31 Door 2: Glass 40 0.350 14 Wall 2: Wood Frame, 16" o.c. 306 19.0 0.0 13 Window 2: Wood Frame:Double Pane with Low -E 85 0.350 30 Floor 1: All -Wood Joist/Tmss:Over Unconditioned Space 1722 30.0 0.0 57 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 chis page, [hey,are attesting that to the best ofhis/her knowle' " pm�ssional judgment, h p ns or specifics 'o are is compliance with this Co e. - 1 Builder/Designer ` �c �v RFScheck Inspection Checklist New York State Fnergy Conservation Construction Code REScheck. So&ware Version 3.6 Release 2 DATE: 06/30/05 PROJECT TITLE: The summerfield, Windjammer Dr. Southold Bldg. Dept. Use Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: Wood Ftame:Double Pane with Low -E, U-fictor: 0.350 For windows without labeled U-fictors, describe katures: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: 2. Window 2: Wood Frame:Double Pane with Low -E, U -factor. 0.350 For windows without labeled U-fiaors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Solid, U-fictor. 0.400 Comments: 2. Door 2: Glass, U-fictor. 0.350 Comments: Floors: 1. Floor l: All -Wood Joist/Ttuss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fxture must be installed with a 3" clearance from insulation. Vapor Retarder. [ ] Required on the warm -in -winter side of all non -vented famed ceilings, walls, and foots. Materials IdentiTrtation: 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 Sr all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. Duct insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R4. Supply ducts in unconditioned spaces must be insulated to R -9 - Return ducts in unconditioned spaces (except basements) must be insulated to R- Retum ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Dud Construction: All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fibric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means br balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. 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. Service Water Heating: 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 circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: All heated swimming pools must have an on/ofPheater switch and require a cover unless over 20% of the heating energy is from nondepletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 IF or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Heated Water Temperature Fl Non -Circulating Runouts Circulating Mains and Runo ut t 170-150 Un to 1„ 0.5 Un to 1.25" 1.0 1.5" to 2.0" Overt" 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pille Sizes Piping System Types Range (F) 2" Runouts P and Less 1.25" to 2" 2.5„ to 4„ Heating Systems Low Pressure/Temperature Low Temperature Steam Condensate (fir Eed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) GENERAL NUMBER OF COMMON NAILS 120 tMPHt NAIL SPACING ROOF FRAMING CONSTRUCTION Less than or RAFTER TO TOP PLATE (TOE NAILED) 3-60 EACH RAFTER CEILING JOISTS TO TOP PLATE ?OE NAILED) 3 -SM NOTES CEILING JOISTS TO PARALLEL RAFTERS (FACE NAILED) 5-160 12 Basements with habitable space and every sleeping room shall have 5-160 EACH LAP COLLAR TIES TO EACH RAFTER (FACE NAILED) at least one operable emergency escape as follows' EACH TIE BLOCKING TO RAFTER (TOE NAILED) 3-8D Sill height of not more than 44 inches shove the floor. 1. All construction shall conform to the Residential Code of New York State- EACH END A Minimum net clear opening of 5 7 ensure feet 4J6p effective January 2003, and all Local Building and Zoning Codes and the RAFTERS TO RIDGE, VALLEY OR HIP (FACE NAILED) Except grade Floor openings shall have a minimum net clear EACH RAFTER New York State Energy Conservation Construction Code. ALL CODES rgY Gelling JOlata with 3 -Bol opening of 5 square feet TOP PLATE TO TOP PLATE (FACE NAILED) Shall supersede the drawings and shall be incorporated into the PER FOOT B, Minimum net clear opening height shall be 24 inches 4-160 drawings WHETHER they are indicated on the Plans or NOT. STUD TO SND !FACE NAILED) C. Minimum net clear opening width shall be 20" 24" ON CENTER HEADER TO HEADER (FACE NAILED) ISD D emergancy escape and rescue openings shall be operational 2. The reference Standard that was utilized in the Design of the EACH STUD from the inside of the roam without use of keys or tools 2 -IGD NOTE 1 the structure is the AMERICAN FOREST & PAPER ASSOCIATION DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET OF END JOISTS, FACE NAILED IN LAPPED AREA 0-161 Wood Frame Construction Manual for one and two family dwellings 13 No back -fill shall be placed against the soundallon walls CONTINUOUS HEADER TO STUD (TWO PIECES) 1995 High Wind edition. (800-890-7732) THIS MANUAL shall 16' o c, along eacn edge until the first floor framing 1s in place or brace the foundation 106 be incorporated into the drawings WHETHER they are Indicated BUILT UP GIRDERS AND BEAMS, 2 -INCH LUMBER LAYERS 104 as on the plans or NOT. 14. Double joists under parallel partitions and under whirlpool tubs FLOOR FRAMING Double around openings in floor and roof framing. 3. Written Dimensions take precedence over scaled dimensions BRIDGING TO JOISTS (TOE NAILED) 2-8D EACH END BLOCKING TO JOISTS (TOE NAILED) 15 Metal flashing shall be installed were concrete abuts wood, 4. The contractor prior to the start of construction shall verify all EACH BLOCK Shod were decks abut house framing. }ISD dimensions, existing or new and be responsible for field fit. JOIST ON LEDGER TO BEAM fEND NAILED) 3-aD EACH J015T BAND JOIST TO J015T (END NAILED) 16. Install joist hangers at all flush structural load bearing conditions 5. All electrical, Mechanical and Plumbing shall conform to all State, Local PER FOOT and County Codes and shall be Inspected and approved by the governing 17 ALL habitable rooms shall be provided with aggregate glazing area agencies. The General Contractor sahll be reponsible for all installation, of not less 8 percent of the floor area of that room, and the minimum materials, design and code compliance operable area to the outdoors shall be 4 percent of the floor area being ventilated, Refer to Code section R303 6. The Plumbing system shall be installed in accordance with Chapters 25 - 32 of the residential Code of New york. 18. All window and door headers to be 2-2x10 unless noted otherwise. 7. The Electrical equipment and wiring shell be installed in accurdacne 19. Vent dryers to exterior and bathrooms shall have mechanical ventilation with Chapters 33 - 42 of the Residential Code of New York State where no window 1s provided on a separate switch 8. The mechanical system shall be installed in accordance with Chapters 20. Guardrails are required where the difference in GRADE is more than 12 - 24 of the Residential Code of new York State. 30 inches and openings in guardrails to be 4 Inches maximum apart Handrails are requried on stairs with 2 or more risers 9. All Footings shall bear on Virgin, undisturbed soil with a minimum bearing capacity of 1 -TON per square Foot 21 Smoke Alarms, Shall be provided in each sleeping Room, outside of each separate sleeping area in the immediate vicinity of the bedroom 10. Poured in Place concrete shall have an ultimate compressive strength and on each story of the dwelling, Including basement and cellars Alarms at 28 days of 3000 psi Except exposed slabs, garage slabs and steps shall be interconnected and hardwired to a commercial source shall be 3500 psi All work shall be in accordance with Chapter 4 of the WHENEVER an alteration, Shelter, or serval elan Is made to an existing Residential Code of New York State. All Concrete shall conform to tionsystem residence, the smoke detection system of the ENTIRE residence must be the latest ACI standards. brought up to code, hardwired and interconnected. Code section R317 1 1 11. Base design value for visually graded dimensional lumber, IE;Joists, studs 22 Carbon Monoxide Alarms, All CO alarms shall be connected to the lighting Rafters and All Framing lumber shall be DOUG -Fir #2 or better, E=1 6, circuit with no Intervening wall switch Battery -powered alarms are not allowed Fb = 875psi, (based on table 4A WFCM), repetitive member shall 1006 psi. CO alarms are required on each level on which sleeping quarters are located Nailing Schedule for Lateral and Shear Connection requirements BASED ON TABLE 3.1, 3,3A, 3.4, 3.1 OF THE WFC" 1995 HIGH WIND ADDITION DESCRIPTION NUMBER OF COMMON NAILS 120 tMPHt NAIL SPACING ROOF FRAMING Type Less than or RAFTER TO TOP PLATE (TOE NAILED) 3-60 EACH RAFTER CEILING JOISTS TO TOP PLATE ?OE NAILED) 3 -SM EACH JOIST CEILING JOISTS TO PARALLEL RAFTERS (FACE NAILED) 5-160 EACH LAP CEILING JOISTS LAP OVER PARTITIONS (FACE NAILED) 5-160 EACH LAP COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-8D EACH TIE BLOCKING TO RAFTER (TOE NAILED) 3-8D EACH END RIM BOARD TO RAFTER END NAILED) 2-160 EACH END RAFTERS TO RIDGE VALLEY OR HIP (TOE NAILED) 4J6p EACH RAFTER RAFTERS TO RIDGE, VALLEY OR HIP (FACE NAILED) 3-16D EACH RAFTER WALL FRAMING Gelling JOlata with 3 -Bol fill all nett holes TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D NOTE) PER FOOT TOP PLATE AT INTERSECTIONS ( FACE NAILED) 4-160 JOIST- EACH SIDE STUD TO SND !FACE NAILED) 316p 24" ON CENTER HEADER TO HEADER (FACE NAILED) ISD 16" O.O. ALONG EDGES TOP AND BOTTOM PLATE TO STUD 2-16D EACH STUD BOTTOM PLATE TO FLOOR J016TS OR BAND JOISTS 2 -IGD NOTE 1 PER FOOT DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET OF END JOISTS, FACE NAILED IN LAPPED AREA 0-161 CONTINUOUS HEADER TO STUD 'TOE NAILED) 4-aD CONTINUOUS HEADER TO STUD (TWO PIECES) I&d 16' o c, along eacn edge BUILT UP CORNER STUDS 106 24" ON CENTER BUILT UP GIRDERS AND BEAMS, 2 -INCH LUMBER LAYERS 104 as •• NAIL EACH LATER AT 23 -INCHES ON CENTER AT TOP AND BOTTOM AND STAGGER NAILS. 2-NAIL8 AT EACH END AND AT EACH SPLICE FLOOR FRAMING JOISTS TO SILL, TOP PLATE TO GIRDER (TOE NAILED) 4-15D EACH JOIST BRIDGING TO JOISTS (TOE NAILED) 2-8D EACH END BLOCKING TO JOISTS (TOE NAILED) 2-8D EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16D EACH BLOCK LEDGER TO STRIP BEAM MADE NAILED) }ISD EACH JOIST JOIST ON LEDGER TO BEAM fEND NAILED) 3-aD EACH J015T BAND JOIST TO J015T (END NAILED) 3-160 EACH J016T BAND JOIST TO SILL OR TOP PLATE i7OE NAILEDI 2-I61 NOTE PER FOOT NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL SHEATHTING NAILED 6" ON -CENTER AT PANEL EDGES. CEILING SHEATHING ATTACHMENT REQUIREMENTS 5d cooler nails spaced 7" on edge and 10" in field I 23 glazed openings in Wood -Borne debris regions (areas within - hurricane prone regions within 1 mile of the coastal high water line were the basic wind speed is 110 miles per hour or greater or 120 miles per hour, shall meet the requirements of the large Missle test ASTM E 1996 and the ASTM E 1886 referenced therein A EXCEPTION Wood Structural panels with a minimum of thickness of 7116 inch and a maximum span of 8 feet shall be permitted for opening protection Panels shall be precut to cover the glazed openings with attachment Ilardware provided in the table below Label all panels and store In a clean dry area of the house Attachements shall be provided in accordance with the table as follows Fastener Schedule for wood pI Nood•panejs TABLE 1609.1.4 Fastener Panel Span Panel Span Panel Span Type Less than or less than or less than or edged edges equal to 4 feet equal to 6 feet egaul to 8' 2-112" #6 Wood 16 mches 12 inches 9 inches Screw or 1 Od on center on center on center Nails HOLD-DOWN PLAN APPLIED VERTICALLY AND GARAGE 2-1/2" #8 Wood 16 inches 16 inches 12 inches Screws on center on center on center This table is based on a maximum wind speed (3 -second gust) of a 130 miles per hour and a 33 foot mean roof height Fasteners shall be Installed at opposing ends of the wood structural panels Where screws are attached to masonry or stucco, they shall be attached utilizing vibration resistant anchors having s minimum ultimate withdraw capacity of 490 pounds DESIGN LOAD INFORMATION A. Ground Snow Load 45 psf B Rooms other than sleeping: LL = 40psf, OL = 10psf C Sleeping Rooms: LL = 30psf, DL = 1 Opsf D Roof' LL = 30psf, DL = 10ps1 ROOF SHEATHING ATTACHMENT REQUIREMENTS E. Roof with cathedral Ceiling LL = 30psf DL = 15 psf F, Decks & Exterior Balconies: LL = 60psf DL =11 Opsf BASED ON TABLE 3.8 OF THE 1995 WFCM HIGH WIND ADDITION G Guardrails and Handrails LL = 200psf Maximum Nail spacing for 8d Deformed nails H. Attic without Storage: LL = IOpsf, DL = I Opsf I Attic with storage: LL = 20psf, DL = 1 Opsf J Selsmlc Design category C 120 (MPH) K. 3 -second design gust wind speed of 120 mph Fasteners for asphalt shingles shall be galvanized or stain esis steel a P 9 aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter head. the fasteners shall penetrate through the roof sheathting and comply with ASTM F 1667 All asphalt shingles shall have self -seal strips or be interlocking, and comply with ASTM D 225 or ASTM D 3462 For normal applications, asphalt shingles shall be secured to roof with not less than six fasteners per strip. ICE PROTECTION An ice barrier that consist of at least two layers of underlayment cemented together or of a self -adhering polymer modified bitmumen sheet. Ice protection shall extend from the eave's edge to a point at least 24 inches inside the exterior wall line of the building NOTE A: For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, include on each side of the roof peak, the 4 -foot perimeter edge zone attachment requirements shall be used WALL SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3 9 OF THE 1995 WFCM HIGH ADDITION Maximum Nail spacing for Bid common nails SIMPS0 L550 120 (MPHIJ SHEATHING LOCATION Spacing At panel At Intermediate (SEE NOTE A) 2-20GAGE x -I/4" METAL edged edges INTERIOR ZONE 12'' o -c. 6" 12" O I6° O,c. 6" 12" PERIMETER EDGE ZONE 12" o.c. 6" 6" LOAD 16° O.C. 6" 6° Fasteners for asphalt shingles shall be galvanized or stain esis steel a P 9 aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter head. the fasteners shall penetrate through the roof sheathting and comply with ASTM F 1667 All asphalt shingles shall have self -seal strips or be interlocking, and comply with ASTM D 225 or ASTM D 3462 For normal applications, asphalt shingles shall be secured to roof with not less than six fasteners per strip. ICE PROTECTION An ice barrier that consist of at least two layers of underlayment cemented together or of a self -adhering polymer modified bitmumen sheet. Ice protection shall extend from the eave's edge to a point at least 24 inches inside the exterior wall line of the building NOTE A: For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, include on each side of the roof peak, the 4 -foot perimeter edge zone attachment requirements shall be used WALL SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3 9 OF THE 1995 WFCM HIGH ADDITION Maximum Nail spacing for Bid common nails NOTE A For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, include on each side of the roof peak, the 4 -foot perimeter edgle zone attachment requirements shall be used FLOOR SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3.12 OF THE 1995 WFCM HIGH WIND ADDITION shall be attached with a minimum of Bd common nails spaced at a minimum of 6 -inches on center on panel edges and 12 -Inches on center In panel field, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TOP PLATES 51Mf L550 PHD5 HOLDOWNS PROVIDE ON EACH 51DE OPENINGS AND AT GARAGE CORNERS REFER TO 11 DETAILS SIMPS0 L550 120 (MPHIJ SHEATHING LOCATION Spacing At panel At Intsirmedlate (SEE NOTE A) 2-20GAGE x -I/4" METAL edged edged INTERIOR ZONE 12' o -c. 6" 12" O 16" o,c. 6" 12" 4 -FOOT EDGE ZONE 12" o.c. 6" 6" LOAD 16" o.c. 6" 6° NOTE A For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, include on each side of the roof peak, the 4 -foot perimeter edgle zone attachment requirements shall be used FLOOR SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3.12 OF THE 1995 WFCM HIGH WIND ADDITION shall be attached with a minimum of Bd common nails spaced at a minimum of 6 -inches on center on panel edges and 12 -Inches on center In panel field, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TOP PLATES 51Mf L550 PHD5 HOLDOWNS PROVIDE ON EACH 51DE OPENINGS AND AT GARAGE CORNERS REFER TO 11 DETAILS WALL BRACING PANEL WALL BRACING PANEL INSIDE VIEW OUTSIDE VIEW WALL BRACING PANEL DETAILS REQUIRED BETWEEN GARAGE DOOR OPENINGS AND AT EACH CORNERS OF THE GARAGE, NTS ENDWALL --_� BLOCKINQ' TYPCIAL' AT 48" OC ENERGY NOTES 1 The Architect certifies that to the best of his knowledge, belief and professional judgement, the drawings are in compliance with the RES -CHECK report for the New York State Energy Conservation Construction Code affective July 3, 2002, 2 All HVAC systems shall meet the NYS Energy Code It shall be the responsibility of the General contractor to submit in detail the design, calculations, drawings of the mechanical, air conditioning, ventilation heating systems stamped by a professional engineer if required by the Owner or Building Dept, 3. All glass to be double paned, insualted with a LOW -E Coating and shall have a U factor of not greater than .35 4 All exterior doors, including the basement door shall be Insulated with a maximum U factor of .4 and have weatherstripping, Exterior fire rated doors shall have the same U factor and weatherstripping and shall be self-closing. u GROUND SIMPS0 L550 Typciai Nailer • FROST 2x Nailer with 1/2" lag bolta �# 2-20GAGE x -I/4" METAL at 24" on Center. ga --• " STRAPS ON INSIDE FACE Slmpaon LPT4 connector to O W/5 -81D COMMON NAILS Each Rafter. DESIGN IN EACH END '-4" MI LOAD 1/2" PLYWOOD SHEATHING CATAGORY HOLD-DOWN PLAN APPLIED VERTICALLY AND GARAGE TEMP NAILED WITH 8D NAILS N.T.S. 45 LBS 3" ON CENTER STAGGERED 2x6 ledger nailed to �f SEVERE ALONG ALL EDGES Framing and Toe nal' Tel at each raFtera 11 DE&REES Gelling JOlata with 3 -Bol fill all nett holes Z HOLDOWNS BEYOND nalle J �—BUILDING - CORNER 1, •, CONCRETE FOUNDATION LAND SURVEY LL Parch Column or H4jI Point - aee plane / /DECKING II WALL BRACING PANEL WALL BRACING PANEL INSIDE VIEW OUTSIDE VIEW WALL BRACING PANEL DETAILS REQUIRED BETWEEN GARAGE DOOR OPENINGS AND AT EACH CORNERS OF THE GARAGE, NTS ENDWALL --_� BLOCKINQ' TYPCIAL' AT 48" OC ENERGY NOTES 1 The Architect certifies that to the best of his knowledge, belief and professional judgement, the drawings are in compliance with the RES -CHECK report for the New York State Energy Conservation Construction Code affective July 3, 2002, 2 All HVAC systems shall meet the NYS Energy Code It shall be the responsibility of the General contractor to submit in detail the design, calculations, drawings of the mechanical, air conditioning, ventilation heating systems stamped by a professional engineer if required by the Owner or Building Dept, 3. All glass to be double paned, insualted with a LOW -E Coating and shall have a U factor of not greater than .35 4 All exterior doors, including the basement door shall be Insulated with a maximum U factor of .4 and have weatherstripping, Exterior fire rated doors shall have the same U factor and weatherstripping and shall be self-closing. u GROUND WINO SIESMIC WEATHERING FROST TERMITE WINTER ICE SHIELD FLOOD HAZARD SNOW SPEED DESIGN O LINE Z DESIGN UNDEIRLAYMENT '-4" MI LOAD (MPH) CATAGORY HOLD-DOWN PLAN DEPTH GARAGE TEMP REQUIRED N.T.S. 45 LBS 120 C SEVERE 3'-0" MODERATE 11 DE&REES YES REFER TO Z Z J �—BUILDING - CORNER LAND SURVEY R301 2(1) NEW YORK STATE CODE METAL STRAPPING TYPCIAL ELEVATION_ WALL TO HEADER STRAPPING me I 1/2" CDX plywood Panel, Attached to Frame In accordance with Note # 22 and Table 1609.1.4 UNIT PLYWOOD STORM PANEL 5EUTTaRDIETAIL Refer to General Note #20 for Panel fastener requirements. END WALL BLOCKING DETAIL N.T.S. PH05 HOLDOWN —� 5/8"ROE THREADED 400 CNW COUPLER NUTS ti 5/8" THREADED ROD, IMBED T' MIN. INTO CONCRETE FOR JOIST TYPICAL CORNER PHD5 HOLDOWN SECTION DETAIL N.T.S. TYPICAL 2x DECK JOISTS-aee plan FLOOR SYSTEM 2 x Treated Nal ler Board lone size larger then Jolbt)� Lag Bolted to Framing with 1/2' diameter galvanized r bolts at 16" on center staggered with a 2x2 Treated ledger board. Teco Each Jolet to Nailer ENDWALL Floor and Ceiling JOISTS 1 9 `BLOCKING at 48" on center SECTION A - A PHD5 HOLDOWIN 5/8" THREADED ROD, IMBED 7" ..y; MIN- INTO CONCRETE GCMG Blab TYPICAL PHD5 HOLDOWN SECTION DETAIL N.T.S. 0 GARAGE WALLS UPS RT10 ANCHOR at each Rafter. With (6) Ed nails in Rafter (8) Ed nails in Plate (6) Bid nails in Stud 1-3/4" x 20 Gage Metal Coil Strap with (6)-Bd common nails in each end, catch jack studs and window or door Header. Typical each side and ALL windows and doors. _ (t RAFTER -TO -STUD CONNECTOR & JACK STUDS TO HEADER TIE N.T.S. ted r. t 1-1/4" x 20 gage G-185 /Galvanized Strap with (5)-8d common nails at each stud, wrap under sill and nail to back of each sill. Strap may be attached OVER the plywood OR Directly to the STUDS. N Nail to back of each stud FOUNDATION-SILL-STU D STRAPPING Applies to Garage Wall and Slab on Grade Construction Taco each Jolat to girder 4x4 or 6x6 POST Simi Galvanized boat to Concrete connector ABU44 Strap beck of or equal poet to Header with Tgbclal Galv. I Strap 3 -Bol Nelle u In each End TYPICAL STRAIT INCs FOR U PORCH/DECK CONSTRUCTION DETAIL FOR 5TRAPPING PURPOSES ONLY, REFER TO PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS, PHDS I-3/ "µOLD PLAN DETAIL N.T.S I-3/ PHD5 µOLDOWNS O I'-4" MIN TYPICAL HOLD-DOWN PLAN DETAIL BETWEEN GARAGE DOOR OPENINGS N.T.S. 1-1/4" galv. x 20 gage coil strap with (5) Bid nails in each end at each rafter PL UMBER CERTIFICA TION v RAFTER STRAP ON LEAD CONTENT BEFLTER TO RIDGE STRAP over CERTIFICATE OF OCCUPA Simpson Strong -tie MTS 30 1�EF�M 3 2.5.1 Exception is Optional _ Strap DOES NOT have to be wrappEWLDER USED IN WATERidge straps as not required over EACH RAFTER to achieve fUISUW.LYSYSTEM CANN07hen collar ties of nominal 2x4 lumber OR EXCEED 2/10 OF 1 LEA sated in the upper third of the attic space lid attached to each pair of rafters. 1-3/4" x 20 Gage Metal Coil Strap Nail each end of Collar ties In with (5) 8d common nails In each end. accordance with theey(gg,�GgeafplpCY AT EACH RAFTER. DO NOT PROCEED WITH (�lr(lVruUjM+HAINV I FRAMING UNTILSURVEYUSE IS UNLAVI 11-3/4" x 20 Gage Metal Coil Strap OF FOUND N L TION /with (6)-8d common nails in each end. HAS BEE PFW- VEDCUT WITHOUT CER LENGTH catch jack studs and window or door 12" Min OF OCCUPAN( Header. Typical each side and ALL WINDOWS AND DOOR FRAMES, ALTERNATE CLEAR Or use 1-3/4" Metal S PLUMBING Coil Strap 20 Gage with RAFTER-TO=STUD CONNECTOR& ALL PLUMBING WASTE S �I�g JACK STUDS TO HEADER TIE &WATERLINESNEED in EACmstu_ UIHS NOTED N.T.S. TESTING BEFORE COVERING Provide B.p.# 313 3 12" Minminimum l' FEE: z' BY: `\1-1l4" x 20 gage G-185\\End NOTIFY BUILDING DEPARTMENT COMPLYIj(�E"�¢(�LL O impson NAM TO 4 P FOR TH Galvaniized Strap NEW YORK STATE &TOW CODS" Colleci INSPECTIONS: with (5).-8d common nails 1. FOUNDATION - TWO REQUIRED AS REQUIRED AND CONDIN7�Rp S URED CONCRETE at each stud, wrap under sill WA WALL S and nail) to back of each sill. SOUTHOLD TOWN ZBA FRAMING & PLUMBIN( Strap mea be attached OVER defer to Neill gINSULATION P Y ,l"SOUTHOLD TOWN PLAtdNIN� Ule 4. FINAL - CONSTRUCTION MUST g the Studsvood OR directly to BE COMPLETE FOR C.O. SOUTHOLDTOWNTRUSTEES ,,,�_ • ALL CONSTRUCTION SHALL MEET iv N.YS, DEC REQUIREMENTS OF THE CODES OF BLOCKS LID YORK STATE. NOT RESPONSIBLE r n BETWEEN JOISTS DESIGN OR CONSTRUCTION ERR U) Z OWNS W Q 40 m — ` W O p Z '-4" MI Z IVU/' ul TYPICAL HOLD-DOWN PLAN DETAIL o GARAGE DOOR CORNERS N.T.S. PHD5 HOLDOWN 1 W LL- a Z Z J �—BUILDING - CORNER TYPICAL CORNER HOLD-DOWN PLAN DETAIL N.T.S I-3/ PHD5 µOLDOWNS O I'-4" MIN TYPICAL HOLD-DOWN PLAN DETAIL BETWEEN GARAGE DOOR OPENINGS N.T.S. 1-1/4" galv. x 20 gage coil strap with (5) Bid nails in each end at each rafter PL UMBER CERTIFICA TION v RAFTER STRAP ON LEAD CONTENT BEFLTER TO RIDGE STRAP over CERTIFICATE OF OCCUPA Simpson Strong -tie MTS 30 1�EF�M 3 2.5.1 Exception is Optional _ Strap DOES NOT have to be wrappEWLDER USED IN WATERidge straps as not required over EACH RAFTER to achieve fUISUW.LYSYSTEM CANN07hen collar ties of nominal 2x4 lumber OR EXCEED 2/10 OF 1 LEA sated in the upper third of the attic space lid attached to each pair of rafters. 1-3/4" x 20 Gage Metal Coil Strap Nail each end of Collar ties In with (5) 8d common nails In each end. accordance with theey(gg,�GgeafplpCY AT EACH RAFTER. DO NOT PROCEED WITH (�lr(lVruUjM+HAINV I FRAMING UNTILSURVEYUSE IS UNLAVI 11-3/4" x 20 Gage Metal Coil Strap OF FOUND N L TION /with (6)-8d common nails in each end. HAS BEE PFW- VEDCUT WITHOUT CER LENGTH catch jack studs and window or door 12" Min OF OCCUPAN( Header. Typical each side and ALL WINDOWS AND DOOR FRAMES, ALTERNATE CLEAR Or use 1-3/4" Metal S PLUMBING Coil Strap 20 Gage with RAFTER-TO=STUD CONNECTOR& ALL PLUMBING WASTE S �I�g JACK STUDS TO HEADER TIE &WATERLINESNEED in EACmstu_ UIHS NOTED N.T.S. TESTING BEFORE COVERING Provide B.p.# 313 3 12" Minminimum l' FEE: z' BY: `\1-1l4" x 20 gage G-185\\End NOTIFY BUILDING DEPARTMENT COMPLYIj(�E"�¢(�LL O impson NAM TO 4 P FOR TH Galvaniized Strap NEW YORK STATE &TOW CODS" Colleci INSPECTIONS: with (5).-8d common nails 1. FOUNDATION - TWO REQUIRED AS REQUIRED AND CONDIN7�Rp S URED CONCRETE at each stud, wrap under sill WA WALL S and nail) to back of each sill. SOUTHOLD TOWN ZBA FRAMING & PLUMBIN( Strap mea be attached OVER defer to Neill gINSULATION P Y ,l"SOUTHOLD TOWN PLAtdNIN� Ule 4. FINAL - CONSTRUCTION MUST g the Studsvood OR directly to BE COMPLETE FOR C.O. SOUTHOLDTOWNTRUSTEES ,,,�_ • ALL CONSTRUCTION SHALL MEET iv N.YS, DEC REQUIREMENTS OF THE CODES OF BLOCKS LID YORK STATE. NOT RESPONSIBLE r n BETWEEN JOISTS DESIGN OR CONSTRUCTION ERR A tu U) Z I a A tu U) Z LL W Q I'� LU m — ` W O p Z Z Z IVU/' ul W �ci O (D TO O U LU un J N <n N o .Y WITH CHAPTER 'DAMAGE PREVEN I1JLD TOWN CODE, T LU U) ~ U C W Q F' m — W F.. p Z Z Z 2 W �ci O (D TO U W W LL- a Z Z J (� N LU un J N <n N o .Y WITH CHAPTER 'DAMAGE PREVEN I1JLD TOWN CODE, T LU C � Q F' m — F.. W 0 Z N U� W 2 > M =aM �ci (D TO Wrap strap under 12" ON FLAT a sill and Nail to AT EACH CERTIFICATION OF ;,`, • `' i'h. , back of Sill JOIST NAILING &CONNECTIONS 1 SIMPSON H2.5 at REQUIRED. each cantilevered ^` joist F DATI'• - LL -ST D 1 ' '��'• - OUN ON 51 U 1 FLOOR FRAMING STRAPPING STRAPPING AT CANTILEVERS 1ST OR2N�iLCONSTRUCTION SHALL L"_.'p TYPICAL EXTERIOR WALLS FLOOR JOISTS CO THE REQUIREMENTS OF THE `.UNDEAWAREAS CERTIFICATE p SUANT TO SECTION 45.1 OC �EDUTAED OF TWE TOWN CODE. I Ilrt ttll MMP Til JrA �llllmlllllllra 11,011 N e wj,ou 50440 yoe.n sps- I A F ic,JEE 3 8 �ITyP�A � I _.art 16 kP°� STS � vti v.;a�10 � 41, 4 i I �DN CCS 'OT JrA �llllmlllllllra 11,011 N e wj,ou 50440 yoe.n sps- I A F ic,JEE 3 8 �ITyP�A � I _.art 16 kP°� STS � vti v.;a�10 � 11,011 N e wj,ou 50440 yoe.n sps- I A F ic,JEE 3 8 �ITyP�A � I _.art 16 kP°� STS � vti v.;a�10 � I f�uze 5,0p Saf�tT 2o'�dlx ' i or 34FF-,T oaJ Furta.r til [,r WP" Hoa- IJ pwe c pw.,4T R. .dr 0"r r;, GaLUHrJ5- �L s,✓JES 4W I f -- 60 — -_Co co r,ila1 '(o 11 A t f f y /I rt'' JYhIfAA, g.r'? r10 to C, OK— u u u R -•3o 2 �o 4" /TrZ wo fuPo enlo, bAv IA'v —r --r1 �Aw W b r---1 ' i7l.rJM�IIJC� I7iII'�. �R--- 0� N� T4'fi1QALOOFFIT 5 ^�1Ca�T, 2,ocmE, F stair i g` woad rake bwtde,' �•Gr-1 T Pu, vinyl s 12 I ovvi❑ .� T1�YoIi ER1GR MIIN.,�. 2x>AC' rP•go N #our- 1,Yx�xtedet (triers . aRlYv/etlp�liYlgc'A'�pfrrletrtl�, ... N r U w Z F— Vi W tAZ�-"a?� ¢ o k lei r d e w Ob 4cr-T D 9=-� MnX R,go� m�3o �X to ceLA. viwt,T c 24"om M- I'LIJ 511 LvL lee a rYp e! I w-we- '�cAsp}Irh ptloef iNit� faetentils per =!IM,' s�'/O" 1gr!Kw!eter atgCkl uneNdYyAfMrt- tNtlt►uadarlayrrlanl feM, aarrtlrp ppper pNm with x" Eadindor (spade t%ywoal Sheathing -see fafrener schedule ort drawing -1. 0� N� T4'fi1QALOOFFIT g,, ply tt' Ovarjaanga4yp+cal,, a' Worcxt F stair i g` woad rake bwtde,' � Pu, vinyl s �ililaami ere r Wg-1 I ovvi❑ .� T1�YoIi ER1GR MIIN.,�. �x 1 NNogd�:A10" N #our- 1,Yx�xtedet (triers . aRlYv/etlp�liYlgc'A'�pfrrletrtl�, ... (O ?scro '1F Wyw raPttooifwld a��, 7.-s I•'°'F�' wP.LL piapgir4` t2. Icl 0"- ' on arntar. _ TYPICAL 04UNDATION CONSTRUCTION W poured concrete well on IS' x e" Concrete wall fooling, LErx mei ` MUE LVL O$edor Dainpreofing; 2- gar 6, aFK treated rill plates and SW seal, "iemaxe Shield, Anchor Soas as per foundation drawing -hold 1 r off comers max, Upea ehap . 1 connections at all hearing wells Ci 0— -See rhag -1 . . INSULATION SCHEDULE Flat osift RM90 1. Mil 1'/•410. C,TIo� 3/IIe^�t'_o �ri/�' s�'/O" $'•o' 8�.p'I 0� N� g,, ply � 12 rR ovvi❑ 0 arcs tic w roJo, p N r U w Z F— Vi W tAZ�-"a?� ¢ o Ob D 9=-� MnX 6P �X to ceLA. viwt,T c 24"om (�7�b"Laghi e! -fo ,6.n,u01 =0 Teuw v„1. _ 2 If to rl a. Q N li.�L'S `j JI � x, �? SII "v i Of HittT vy, /rr b'loao role efr GJ iJG A,�, 12FRt7 -- — ---- -----— �� rip D 01mPW MIDd HokWowns _ N waP ltfi' *now and 1t sus Y. � _ x a woad aarawrt, Provide at _ _ 1r` corrlitsrofgnaga'wNblad _ daere olid at bQft I MWW res ProtaltlttYor pkT taW wltw . tW awl. 14z, �+') �bG YrE1(' �7P e74 . i R [n'g 1 o 2X10 Bj jot ®G i x >i r/ 4MIpN, °�s +t12"tkctiNL, �IL2 — �r� id „ iEE D( PG -I (Pn Ick! Qll I),Il niT¢.. 5f11.' zp*O'I „ . G+C'I r� oil lr-r” 24'1z-ZW ;,12" N coca:',. taidong *4r 04.' :q�dPMaAar"", PCqurdalwJgF.tiatlpo. , Q NI r !R h +/4ni1r-on n S 0� N� N4 � ovvi❑ 0 arcs tic w N r U w Z F— Vi W tAZ�-"a?� ¢ o Ob 9=-� MnX �3 ` S