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Home My WebLink About30777-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31335 Date: 12/15/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3385 MINNEHAHA BLVD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 87 Block 3 Lot 10 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 5, 2004 pursuant to which Building Permit No. 30777-Z dated NOVEMBER 15, 2004 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 COVERED FRONT PORCH & UNFINISHED SECOND FLOOR AS APPLIED FOR. The certificate is issued to ROBERT C & PAMELA HOLZER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0094 11/03/05 ELECTRICAL CERTIFICATE NO. 2045519 05/26/05 PLUMBERS CERTIFICATION DATED 05/16/05 CUTCHOGUE EAST PLUMB&HEAT Authorized Signature Rev. 1/81 r ` Form No.6 �1 TOWN OF SOUTHOLD qra 2005 BUILDING DEPARTMENT TOWN HALL _! ! 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept_of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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. 0, 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 i 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 1 Date. I 1 1-7 �UJ` New Construction: Old or Pre-existing Building: (check one) Location of Property: MI,jj1j- m1-lK BL-✓P. �n�rtdd� rJ House No. Street Hamlet Owner or Owners of Property: lW Cicxc'f -t PAW trot zcYt Suffolk County Tax Map No 1000, Section A*d:a ff 7 Block 3 Lot 10. f Subdivision Filed Map. Lot: Permit No. 30777 Date of Permit. Applicant: Sll4cLiA 131SAJJ W (ScNac / oL� /`, �io�zcW Health Dept. Approval: 11 b3/o�r- Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ di) �pplicq&Signature (Zu, togy30 cow 3 ( 335 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. 30777 Z Date NOVEMBER 15, 2004 Permission is hereby granted to : ROBERT C HOLZER SOUTHWOODS DANBURY, CT 06810 for DEMOLITION & RECONSTRUCTION OF A NEW SINGLE FAMILY DWELLING (MODULAR) WITH COVERED FRONT PORCH & UNFINISHED SECOND FLOOR AS APPLIED FOR at premises located at 3385 MINNEHAHA BLVD SOUTHOLD County Tax Map No. 473889 Section 087 Block 0003 Lot No. 010 . 001 pursuant to application dated OCTOBER 5 , 2004 and approved by the Building Inspector to expire on MAY 15, 2006 . Fee $ 1, 337 . 30 '1 Author ed Signature ORIGINAL Rev. 5/8/02 • rJ�cPrJ'� rJ'rJ'rJ'� c1'r�r�r�rJrJ�rJ�cPr1rJ�1'cPrPr1'r�r�rJ� rJ�r�rJ�rJ�rJ�r.I�cPcPrJ�rJ�cPrPr.Prlo�Pr�cPrJ�rJ�rJ� o BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERSBUREAU S 5 40 FULTTON STTREETTF ELECTRICITY NEWRIY YORK, NY 10038 5 5 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 BRIAN BROOKS ELEC. INC. ROBERT HOLZER 5 5 BOX 1001, 455 BEEBE DR. 3385 MINNEHAHA RD 5 r5 CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 5 Located at 3385 MINNEHAHA RD SOUTHOLD, NY 11971 Application Number: 2045519 Certificate Number: 2045519 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5rj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 26th May,2005. 5 Name STY Rate Rating Circuit Twe Miscellaneous 5 modular house L5rj n.y.State approval 419-290065 � Mfg-Integrity Bldg Sys. 5 5 serial#01 1204 5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 Appliances and Accessories 5 5 Furnace 1 0 Oil 5 Wiring and Devices 5 Receptacle 2 0 General Purpose ,l 5 Switch 2 0 General Purpose 5 Fixture 4 0 Incandescent S 5 Receptacle 2 0 20 amp Laundry 5 Receptacle 1 0 GFCI 5 CSC� Service 5 , 1 Phase 3W Service Rating 200 Amperes seal �r Service Disconnect: 1 200 cb 5 Continued on Next Page 1 of 2 e c5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 v s �� PErrrt O rJ r� cn cP tJcnrJ�tPrJ�ucPrJ�cncnrPcn cncncnrJ@ncPtPrJ�rPr1rJrJ�rP�PrJrJ�cfcfrlrJ� f] BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 BRIAN BROOKS ELEC. INC. ROBERT HOLZER 5 S5 BOX 1001, 455 BEEBE DR. 3385 MINNEHAHA RD r5 CUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 5 Located at 3385 MINNEHAHA RD SOUTHOLD, NY 11971 55L+ r5j Application Number: 2045519 Certificate Number: 2045519 5 5 Section: Block: Lot: Building Permit: BDC: ns11 �5 c5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: CSD Basement, First Floor,Outside, 5 5 5 A casual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 C5J herein, was conducted in accordance with the requirements of the applicable code and/or standard �j promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 7 26th May,2005. 5 5 Name OTY Rate Ratin Circuit Type Meters: 1 5 5 5 5 5 5 5 5 5 5 5 seas 5 r 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 oMPLIMMPCI&rl &Ps o gl1PF0l,��,S Town Hall, 53095 Main Road Fax (518) 765.1823 P. 0. Box 1179 w� Telephone (516) 766-1902 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T x P I C A x E 0 N :Building Permit No. 0 owner: (p print) Plumber: 5,�� (jtSrnojI CVtChajve, Ez5T " lt I "tC (please print) T certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( umbers Sicnaturej Sworn to before me this day of 0� SUSAN J.NAGY Notary Publl rt to of New York county No.489,F.:, Notary publi0 _ Cuallt, .,'tlkCounty Comrr4 '_a,ires May 20 OWN OF SOUTHOLLDD PROPERTY RECORD CARD` WNER STREET , !R 5 VILLAGE DISTRICT SUB. LOT :z 11 l� )RMER OWNER N EHo` •2EAGE y5 — ke BIv S W TYPE OF BUILDING S. 1�'r SEAS. as VL. FARM COMM. IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 0 S/9GF 8//F/7i 02E oo 0 SOO f 36a-o / / 6 3a ql - Lila a4 - l3ereuJ e es�af4c er -He s o S 6� to -L t N- 74 fir: n vv 0 0 goo Zl�o .� a , m!- 12l -3-y is AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD /19 ,00— illable 1 BULKHEAD liable 2 DOCK llable, 3 Q, C4p loodland nampland rushland souse Plot 'otal D r V() lip �( STREET2 �5 VILLAGE Ek-� + �'lAe�.Z. O Zc FORMER OWNER N r� ACREAGE l k1..e r /5r^/✓c/J cp�w,WA"?WA S W ,,,,� TYPE OF BUILDING RES. SEAS. VL � FARM COMM. IND. ( CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 3,9ZrfZoo �1/claI _o— F, P Ic a AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland Brushland House Plot Total i i M. Bldg. Foundation Bath Extension Basement Floors Extension Ext. Walls Interior Finish Extension Fire Place Heat Porch Roof Type Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage Driveway Dormer O. B. d I i I n i If Ir I M. Bldg. Fqundation Bath Extension ; Basement 1�, r Floors Extension ` ' Ext. Walls Interior Finish Extension - —,i Fire Place i Heat Porch Roof Type / i Porch ( Rooms 1st Floor Breezeway � Patio — Rooms 2nd Floor Garage 1 tDriveway Dormer �_-r -i —�_— -- --- — - - -- — —I - -- - O. B. I ~ hO�.�,OF SObTyo� 3 D 7 77 Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [A FINAL /� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ' a- f3 �� S INSPECTOR �/� ' OF SOUTyO� N •, y �COV^I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION l L4&MARKS: 1 3 � zz DATE � � INSPECTO 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ]'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY �[ ] FAIRE SAFETY INSPECTION REMARKS: ' ^=`'-6/ DATE �' U S� INSPECTOR r' r 3o777 2- 765.1802 BUILDING DEPT. INSPECTION XFOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE &/CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: lam'' 64- 0-/(-, o h- - IV-uk DATE r °�` 7 �� INSPECTOR ' ENDORSEMENT OWNERS ❑ Attached to and forming a part of LOAN ❑ COMMITMENT Na 3804-95050 Issued by CHICAGO TITLE INSURANCE COMPANY 1 JOV, , BOB HOLZER 14 SOUTH STREET UNIT #4, SOUTHWOODS DANBURY, CONNECTICUT 06810 RE: MINNEHAHA BOULEVARD, SOUTHOLD PLEASE BE ADVISED OF THE FOLLOWING: ENCLOSED PLEASE FIND AN UPDATED SEARCH. BRUCE N. PHILLIPS, SR. BNP/vm CC: FUTURE SURROUNDING, INC. This endorsement is made a part of the policy and is subject to all of the terms and provisions thereof and of any prior endorsements thereto. Except to the extent expressly stated,it neither modifies any of the terms and provisions of the policy and any prior endorsements,nor does it extend the effective date of the policy and any prior endorse- ments,nor does it increase the amount of insurance. Dated: OCTOBER 28, 2004 CHICAGO TITLE INSURANCE COMPANY ePresident. Authorized Signatory Attest: Note:This endorsement shall not be valid or binding until countersigned byan authorized signatory. *�� Z. Secretary. THUA GENERAL ENDORSEMENT(9/1/93) ENBLANK&b1-93 Other Offices and dandNncies O in NewEngland and New Jersey Chicago Title Insurance Company Nation/service from the • "SEE KEY CONTACT SHEET ATTACHED FOR ADDRESS/PHONE" New York Office. NUMBER DATE TRANSACTION RATE MANUAL REFERENCE INSURANCE 3804-95050 FEBRUARY 25, 2004 MTG MTG MTG $ FEE FEE FEE $ Title Vested In: MUN.DEPT.SEARCHES: ROBERT HOLZER AND PAMELA HOLZER, HIS WIFE NONE Insured,Fee: Insured,Mtg: SURVEY INSTRUCTIONS: NONE Delivery: 1 TO 1, FAX 1 TO 4 PREMISES County: SUFFOLK State: NEW YORK Dist: 01000 Sec: 087.00 Blk: 03.00 Lot(s): 010.000 Address: MINNEHAHA BOULEVARD, SOUTHOLD, NEW YORK Remarks: BANK/CLIENT REQUIREMENTS: BRUCE TO READ **PLEASE PROVIDE A VARIANCE SEARCH FROM 7/01/83 TO DATE (4) ATTN: ATTN: STACEY BISHOP FUTURE SURROUNDING, INC. 150 WATERVIEW DRIVE SOUTHOLD, NEW YORK 11971 (631)765-6717 (631)765-6717 IF THIS IPA REFINAN E WI HIN TEN DETAILYEARS,YOU MAY BE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS Mailing Date: Prior Insurer/ AMENDMENT DATES MARCH 17, 2004 ASAP Prior Title Number Closing Date: THANK YOU FOR YOURAPPLICATION FOR THE EXAMINATION OFTm.ETOTHEABOVE DESCRIBED PREMISES.OUR CHARGES ON THE BASIS OF OUR FILED RATE SCHEDULE ARE NOTED,SUBJECTTO ANY REVISION DUETO ANY DESIRED CHANGE IN LIABILITY ANDTHEADDTDONOFANYREQUESTEDORNECESSARYDISBURSBME .W SHALL DOOURBEST TO REPORT THIS TITLE PROMPTLY AND FACILITATE ITS CLOSING. Very truly yours, Applicant Number: 6111919 -000 HOUSE ACCOUNT RIVERHEAD - 3308 008/SW ApplicantFEE(1)Tel: (203) 794-0485 Applicant MTG(2)Tel: Fax: Fax: BOB HOLZER 14 SOUTH STREET UNIT #4, SOUTHWOODS DANBURY, CONNECTICUT 06810 APFTYPCT sT7.93 _. CHICAGO TITLE INSURANCE COMPANY 877 EAST MAIN STREET RIVERHEAD,N.Y. 11901 1-800441-0923 or 631-2842400 Fax 631-727-4407 or 631-727-2161 Website: Titleinsuranceny.com Location Manager: Alexandra Bossung.....................................................................284-2462 Office Counsel- Tomson S. Sheh..........................................................................284-2461 Johnny D. Hall............................................................................284-2419 Closing Department: Carol Brooks.............................................................................284-2464 Law Department: Carol Szalay..............................................................................284-2422 Bruce N. Phillips Sr.....................................................................284-2406 Senior Title Officer Customer Service Supervisor: Lenore Linekin...........................................................................284-2465 Application Department/Customer Service: SaraWarner................................................................................284-2400 Sales Department: Sheri Boddy...............................................................................284-2468 Maria Winter Kanka.....................................................................2842466 Production Services Manager: Marion Latham.......................................................................914-684-3600 Sales &Marketing Manager: i Carol DiLaurenzio................................................................1-800-521-0114 CHICAGO TITLE INSURANCE COMPANY "SEE KEY CONTACT SHEET ATTACHED FOR ADDRESS/PHONE" VARIANCE SEARCH TITLE NO. : 3804-95050 COUNTY OF SUFFOLK } }SS STATE OF NEW YORK } THIS IS TO CERTIFY THAT ROBERT C. HOLZER AND PAMELA Z. HOLZER, HUSBAND AND WIFE, ARE THE OWNER(S) OF RECORD OF DESCRIBED PARCEL ON THE SOUTHERLY SIDE OF MINNEHAHA BOULEVARD. DIST. 1000 SEC. 087.00 BLOCK 03 .00 LOT 010 .000 THAT THEY ACQUIRED TITLE THERETO BY DEED DATED 10/28/97, RECORDED IN LIBER 11869 CP 174 ON 12/23/97; THAT WE HAVE MADE A SEARCH OF THE RECORDS OF THE SUFFOLK COUNTY CLERK AND/OR REGISTRAR'S OFFICE, AND THAT SAID SEARCH SHOWS THAT NEITHER THE SAID OWNER NOR ANY PREDECESSOR IN TITLE OF THE SAID PREMISES OWNED CONTIGUOUS PROPERTY AT ANY TIME SINCE 7/1/83 EXCEPT AS FOLLOWS: PREMISES ON EAST THAT THE APPLICANT HEREIN DOES NOT OWN ANY CONTIGUOUS PROPERTY EXCEPT AS FOLLOWS: PREMISES ON EAST THIS CERTIFICATION IS MADE WITH THE INTENTION OF THE RELIANCE THEREON BY THE BOARD OF APPEALS AND/OR BUILDING DEPARTMENT OF THE TOWN OF SOUTHOLD. THE LIMIT OF LIABILTY UNDER THIS CERTIFICATE, FOR ANY REASON WHATSOEVER, WHETHER BASED ON CONTRACT OR NEGLIGENCE, SHALL NOT EXCEED $1, 000.00, AND SHALL BE CONFINED TO THE APPLICANT TO WHOM THIS CERTIFICATE IS ADDRESSED, OR THE COUNTY OF SUFFOLK. CHICAGO TITLE INSURANCE COMPANY BY //moo ,[e, 'a- d BRUCE N. PHILLIPS SR. (631) 284-2406 SWORN TO BEFORE ME THIS 18TH DAY OF MARCH , 2004. NOTARY PUBLIC, SUFFOLK COUNTY, N.Y. TOM3pN 8,SHE" Notary Pubtto,thele Of Now y(d VARSHCT No. 523827310, Suffolk :ommission Expires August 31, VARIANCE SEARCH (Continued) TITLE NO. : 3804-95050 SUBJECT PREMISES: DIST. 1000 SEC. 087.00 BLOCK 03.00 LOT 010.000 DEED JOSEPHINE DURINGER TO GERALDINE BERGE DATED: 8/18/72 RECORDED: 8/30/72 LIBER 7230 PAGE 537 DEED GERALDINE BERGE (THE GRANTOR HEREIN SPECIFICALLY RESERVES A LIFE ESTATE IN THE SUBJECT PREMISES) TO PAMELA Z. HOLZER DATED: 3/27/91 RECORDED: 4/15/91 LIBER 11247 PAGE 247 DEED PAMELA Z. HOLZER TO ROBERT C. HOLZER AND PAMELA Z. HOLZER, HUSBAND AND WIFE DATED: 10/28/97 RECORDED: 12/23/97 LIBER 11869 PAGE 174 LAST OWNER OF RECORD PREMISES ON NORTH: MINNEHAHA BOULEVARD PREMISES ON EAST: DIST. 1000 SEC. 087.00 BLOCK 03 .00 LOT 009.000 DEED WILLIAM F. QUINN, AS ADMIN. OF THE ESTATE OF JOSEPHINE M. QUINN ALSO KNOWN AS JOSEPHINE QUINN TO ROBERT C. HOLZER AND PAMELA Z. HOLZER, HIS WIFE DATED: 10/28/81 RECORDED: 11/19/81 LIBER 9103 PAGE 150 LAST OWNER OF RECORD VHRCONT - CONTINUED - 2 VARIANCE SEARCH (Continued) TITLE NO. : 3804-95050 PREMISES ON SOUTH: DIST. 1000 SEC. 087.00 BLOCK 03 .00 LOT 017.000 DEED ROBERT CONINGSBY AND DOROTHY J. CONINGSBY, HIS WIFE TO WILLIAM M. LEES DATED: 4/16/71 RECORDED: 4/19/71 LIBER 6916 PAGE 541 DEED WILLIAM M. LEES TO WILLIAM R. COOK AND CHRISTINE A. COOK, HIS WIFE DATED: 9/11/87 RECORDED: 10/29/87 LIBER 10457 PAGE 211 DEED WILLIAM R. COOK AND CHRISTINE A. COOK, HIS WIFE TO SUSAN S. MURPHY AND JAMES RAINE Y, AS TENANTS IN COMMON DATED: 5/5/00 RECORDED: 5/12/00 LIBER 12042 PAGE 266 LAST OWNER OF RECORD PREMISES ON WEST: DIST. 1000 SEC. 087.00 BLOCK 03 .00 LOT 011.000 DEED HENRY M. ALDRICH AND DEBORAH M. ALDRICH, HIS WIFE TO EDWARD SIGLAIN AND DOROTHY SIGLAIN, HIS WIFE DATED: 12/1/76 RECORDED: 12/2/76 LIBER 8151 PAGE 425 VARCONT - CONTINUED - 3 VARIANCE SEARCH (Continued) TITLE NO. : 3804-95050 DEED EDWARD SIGLAIN AND DOROTHY SIGLAIN, HIS WIFE TO LEWIS L. EDSON DATED: 3/2/84 RECORDED: 3/13/84 LIBER 9527 PAGE 134 DEED LEWIS L. EDSON TO MICHAEL C. TISBO AND ANTOINETTE TISBO, HIS WIFE DATED: 3/5/85 RECORDED: 3/13/85 LIBER 9751 PAGE 317 DEED MICHAEL C. TISBO AND ANTOINETTE TISBO, HIS WIFE TO BMA CONSTRUCTION CORP. DATED: 11/14/01 RECORDED: 11/27/01 LIBER 12155 PAGE 157 DEED BMA CONSTRUCTION CORP. TO FRANK NATALE AND SHAWN NATALE DATED: 1/16/03 RECORDED: 2/18/03 LIBER 12235 PAGE 717 LAST OWNER OF RECORD VARCONT - CONTINUED - 4 VARIANCE SEARCH (Continued) TITLE NO. : 3804-95050 PREMISES ADJACENT ON THE SOUTH TAX LOT 9: DIST. 1000 SEC. 087.00 BLOCK 03 .00 LOT 018.000 DEED THOMAS F. KELLY AND LAURA S. KELLY, HIS WIFE TO RICHARD R. PRIETO AND DOLORES PRIETO, HIS WIFE DATED: 6/21/77 RECORDED: 7/12/77 LIBER 8267 PAGE 533 DEED RICHARD R. PRIETO AND DOLORES PRIETO, HIS WIFE TO JOHN BOYLE AND MARGARET BOYLE DATED: 11/6/86 RECORDED: 11/14/86 LIBER 10168 PAGE 475 DEED JOHN BOYLE AND MARGARET BOYLE, HIS WIFE TO JOHN K. BOYLE AND SUSAN G. BOYLE DATED: 3/1/02 RECORDED: 3/27/02 LIBER 12176 PAGE 980 VARCONT - CONTINUED - 5 Other Offices elandandAgencies O in New England and New Jersey � ,Chicago Title Insurance Company National service from the "SEE KEY CONTACT SHEET ATTACHED FOR ADDRESS/PHONE" New York Office. NUMBER DATE TRANSACTION RATE MANUAL REFERENCE INSURANCE 3804-95050 FEBRUARY 25, 2004 MTG MTC MTG $ FEE FEE FEE $ Title Vested In: MUN.DEPT.SEARCHES: ROBERT HOLZER AND PAMELA HOLZER, HIS WIFE NONE Insured,Fee: Insured,Mtg: SURVEY INSTRUCnONS: NONE Delivery: 1 TO 1, FAX 1 TO 4 PREMISES County: SUFFOLK State: NEW YORK Dist: 01000 Sec: 087.00 Blk: 03 .00 Lot(s): 010.000 Address: MINNEHAHA BOULEVARD, SOUTHOLD, NEW YORK Remarks: BANK/CLIENT REQUIREMENTS: BRUCE TO READ -*PLEASE PROVIDE A VARIANCE SEARCH FROM 7/01/83 TO DATE (4) ATTN: ATTN: STACEY BISHOP FUTURE SURROUNDING, INC. 150 WATERVIEW DRIVE SOUTHOLD, NEW YORK 11971 (631)765-6717 (631)765-6717 IF THIS IS A REFINANCE WITHIN TEN Y COMPANY IMMEDIATELY FOR EARS,YOU MAYBE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS Y Mailing Date: Prior Insurer/ AMENDMENT DATES MARCH 17, 2004 ASAP Prior Title Number Closing Date: THANK YOU FOR YOURAPPLICATION FORTHE EXAMINATION OF TITLETO THE ABOVE DESCRIBED PREMISES.OUR CHARGES ONTHE BASIS OF OUR FILED RATESCHEDULEARE NOTED,SUBIECTTO ANY REVISION DUE TO ANY DESIRED CHANGE IN LIABILITY AND THE ADDITION OFANY REQUESTED OR NECESSARY DISBURSEMENTS.IVE SHALL DO OUR BEST TO REPORTTUIS TITLE PROMPTLY AND FACILITATE ITS CLOSING. VerytrDlyyOOrs, Applicant Number: 6111919 -000 HOUSE ACCOUNT RIVERHEAD - 3308 008/SW Applicant FEE(1)Tel: (203) 794-0485 Applicant MTG(2)Tel: Fax: Fax: BOB HOLZER 14 SOUTH STREET UNIT #4, SOUTHWOODS DANBURY, CONNECTICUT 06810 APMTCT&V-93 CHICAGO TITLE INSURANCE COMPANY 400 WEST MAIN STREET RIVERHEAD, NY 11901 (631) 727-4455 PAGE: 001 DATE: March 18, 2004 BOB HOLZER 14 SOUTH STREET UNIT 44, SOUTHWOODS DANBURY, CT 06810 TITLE NO. : 3804-95050 HOLZER/ CUST# 6111919-000 PREMISES: MINNEHAHA BOULEVARD, SOUTHOLD, NY CODE DESCRIPTION AMOUNT 092 VARIANCE SEARCH 350.00 DEPOSIT/PAYMENT - 02/26/04 -350 .00 BALANCE DUE: $0 .00 These are the charges due and payable regarding the above. numbered search. Please return a duplicate copy of this bill with your remittance. Thank You. prelim CHICAGO TITLE INSURANCE COMPANY "SEE KEY CONTACT SHEET ATTACHED FOR ADDRESS/PHONE" VARIANCE SEARCH TITLE NO. : 3804-95050 COUNTY OF SUFFOLK } }SS STATE OF NEW YORK } THIS IS TO CERTIFY THAT ROBERT C. HOLZER AND PAMELA Z. HOLZER, HUSBAND AND WIFE, ARE THE OWNER(S) OF RECORD OF DESCRIBED PARCEL ON THE SOUTHERLY SIDE OF MINNEHAHA BOULEVARD. DIST. 1000 SEC. 087.00 BLOCK 03.00 LOT 010.000 THAT THEY ACQUIRED TITLE THERETO BY DEED DATED 10/28/97, RECORDED IN LIBER 11869 CP 174 ON 12/23/97; THAT WE HAVE MADE A SEARCH OF THE RECORDS OF THE SUFFOLK COUNTY CLERK AND/OR REGISTRAR'S OFFICE, AND THAT SAID SEARCH SHOWS THAT NEITHER THE SAID OWNER NOR ANY PREDECESSOR IN TITLE OF THE SAID PREMISES OWNED CONTIGUOUS PROPERTY AT ANY TIME SINCE 7/1/83 EXCEPT AS FOLLOWS: PREMISES ON EAST THAT THE APPLICANT HEREIN DOES NOT OWN ANY CONTIGUOUS PROPERTY EXCEPT AS FOLLOWS: PREMISES ON EAST THIS CERTIFICATION IS MADE WITH THE INTENTION OF THE RELIANCE THEREON BY THE BOARD OF APPEALS AND/OR BUILDING DEPARTMENT OF THE TOWN OF SOUTHOLD. THE LIMIT OF LIABILTY UNDER THIS CERTIFICATE, FOR ANY REASON WHATSOEVER, WHETHER BASED ON CONTRACT OR NEGLIGENCE, SHALL NOT EXCEED $1, 000 .00, AND SHALL BE CONFINED TO THE APPLICANT TO WHOM THIS CERTIFICATE IS ADDRESSED, OR THE COUNTY OF SUFFOLK. CHICAGO TITLE INSURANCE COMPANY BY �LCSILff[8 J/0 !� dF�t BRUCE N. PHILLIPS SR. (631) 284-2406 SWORN TO BEFORE ME THIS 18TH DAY OF MARCH , 2004. 'NOTARY PUBLII6, SUFFOLK COUNTY, N.Y. 1OMKN&&*" Nary Pd toy*NO d NM%* VARSHCT Na, tQ4omlpj t w*m CrMINNOD e"M A 00 t•N�G!(��.. VARIANCE SEARCH (Continued) TITLE NO. : 3804-95050 SUBJECT PREMISES: DIST. 1000 SEC. 087.00 BLOCK 03 .00 LOT 010.000 DEED JOSEPHINE DURINGER TO GERALDINE BERGE DATED: 8/18/72 RECORDED: 8/30/72 LIBER 7230 PAGE 537 DEED GERALDINE BERGE (THE GRANTOR HEREIN SPECIFICALLY RESERVES A LIFE ESTATE IN THE SUBJECT PREMISES) TO PAMELA Z. HOLZER DATED: 3/27/91 RECORDED: 4/15/91 LIBER 11247 PAGE 247 �of �rUi.J DEED ,S'cTmI'#' PAMELA Z. HOLZER TO AS ROBERT C. HOLZER AND PAMELA Z. HOLZER, HUSBAND AND WIFE I DATED: 10/28/97 RECORDED: 12/23/97 LIBER 11869 PAGE 174 LAST OWNER OF RECORD PREMISES ON NORTH: MINNEHAHA BOULEVARD PREMISES ON EAST: DIST. 1000 SEC. 087.00 BLOCK 03 .00 LOT 009.000 DEED WILLIAM F. QUINN, AS ADMIN. OF THE ESTATE OF JOSEPHINE M. QUINN ALSO KNOWN AS JOSEPHINE QUINN TO ROBERT C. HOLZER AND PAMELA Z. HOLZER, HIS WIFE DATED: 10/28/81 RECORDED: 11/19/81 LIBER 9103 PAGE 150 LAST OWNER OF RECORD VARCONT - CONTINUED - 2 VARIANCE SEARCH (Continued) TITLE NO. : 3804-95050 PREMISES ON SOUTH: DIST. 1000 SEC. 087.00 BLOCK 03 .00 LOT 017.000 DEED ROBERT CONINGSBY AND DOROTHY J. CONINGSBY, HIS WIFE TO WILLIAM M. LEES DATED: 4/16/71 RECORDED: 4/19/71 LIBER 6916 PAGE 541 DEED WILLIAM M. LEES TO WILLIAM R. COOK AND CHRISTINE A. COOK, HIS WIFE DATED: 9/11/87 RECORDED: 10/29/87 LIBER 10457 PAGE 211 DEED WILLIAM R. COOK AND CHRISTINE A. COOK, HIS WIFE TO SUSAN S. MURPHY AND JAMES RAINEY, AS TENANTS IN COMMON DATED: 5/5/00 RECORDED: 5/12/00 LIBER 12042 PAGE 266 LAST OWNER OF RECORD PREMISES ON WEST: DIST. 1000 SEC. 087.00 BLOCK 03 .00 LOT 011.000 DEED HENRY M. ALDRICH AND DEBORAH M. ALDRICH, HIS WIFE TO EDWARD SIGLAIN AND DOROTHY SIGLAIN, HIS WIFE DATED: 12/1/76 RECORDED: 12/2/76 LIBER 8151 PAGE 425 VAF ONT - CONTINUED - 3 VARIANCE SEARCH (Continued) TITLE NO. : 3804-95050 DEED EDWARD SIGLAIN AND DOROTHY SIGLAIN, HIS WIFE TO LEWIS L. EDSON DATED: 3/2/84 RECORDED: 3/13/84 LIBER 9527 PAGE 134 DEED LEWIS L. EDSON TO MICHAEL C. TISBO AND ANTOINETTE TISBO, HIS WIFE DATED: 3/5/85 RECORDED: 3/13/85 LIBER 9751 PAGE 317 DEED MICHAEL C. TISBO AND ANTOINETTE TISBO, HIS WIFE TO BMA CONSTRUCTION CORP. DATED: 11/14/01 RECORDED: 11/27/01 LIBER 12155 PAGE 157 DEED BMA CONSTRUCTION CORP. TO FRANK NATALE AND SHAWN NATALE DATED: 1/16/03 RECORDED: 2/18/03 LIBER 12235 PAGE 717 LAST OWNER OF RECORD VARCONT - CONTINUED - 4 STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1 -000 1 GEORGE E. PATAKI RANDY A. DANIELS GOVERNOR SECRETARY OF STATE May 30,2003 Mr. Richard Rowe Integrity Building Systems,Inc. P.O. Boa 180 234 Park Drive Montgomery, PA 17752 VIA FACSIMILE TRANSMITTAL RE:M 009-03-021 System approval-CONDITIONAL Dear Mr. Rowe: Issued herewith, in response to your November 15, 2002 application for approval of aDetached One- and Two-Family Dwellings System of Models is Factory Manufactured Building Approval designated RE:M 009-03-021 as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. Buildings manufactured under this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: Seismic Design Category A,B,C for Detached One-and Two-Family Dwellings. 2. The ground snow load is not in excess of 65 psf. 3.Two Story and Cape Cod modular building structures may not be combined with single story attached construction, i.e.(attached garage,or single story building extension) 4.Building heating systems are restricted to non-electric heating methods. Supplemental Conditions of Approval / In addition,the conditions under which system approval is granted are: I.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that`the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter."The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. WWW.D05.STATE.NY.US • E-MAIL.: INFO@DOS.STATE.NY.US Mr. Richard Rowe May 30,2003 Page 2 1.1.A set of drawings comprising at a minimum: 1.1.1Cover sheet which contains information on: -Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category,Wind Speed,Live Loads,Dead Loads,etc. -Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification -General notes -Index of drawings -Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: -Required and provided light,ventilation,egress,window and door schedules -Unambiguous identification of structural members - Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: -Building integration(module connections)details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed(such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non-typical details(such as prow roof,cantilever beams,etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed,and dated by New York State registered design professional. 2.The manufacturer will submit a weekly report summarizing(listing) all permit sets with information about project location,production serial number,and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4.The system conditional approval is subject to termination upon evaluation ofcompliance with the provisions of the Uniform Code. 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State "Stamp of Approval" placed on the accompanying set of plans and by the qualifying letter dated May 30,2003 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Sincere Georg . Clark,Ir. Director Division of Code Enforcement and Administration Enclosure cc.NTA,Inc.305 North Oakland Avenue,Nappanee,IN 46550 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\C 171304.rck PROJECT TITLE: C171304 Cape COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 09/09/04 DATE OF PLANS: February 9,2004 PROJECT DESCRIPTION: The Holzer Home Southold,NY 11971 DESIGNER/CONTRACTOR: Integrity Building Systems 2435 Housels Run Rd. Milton,PA 17847 rte ' �i- } • ✓: PROJECT NOTES: 1)Applies to the main floor only. If upper floor is finished it is the 4 a-1 responsibility of the contractor to meet the ECCCNY. i .4 2)Basement wall must be insulated with an R-10 blanket(min). �` 1 3)The floor rims(from inside the basement)must be insulated with R- 19 \` �hQFEmill COMPLIANCE:Passes Maximum UA=368 Your Home UA=290 f 21.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1367 30.0 0.0 48 Stair Walls:: Wood Frame, 16" o.c. 120 13.0 0.0 10 MainFlr. Walls:: Wood Frame, 16" o.c. 1315 19.0 0.0 65 Window 1: Vinyl Frame:Double Pane with Low-E 147 0.370 54 Entry Door:: Solid 40 0.164 7 SGD:: Glass 40 0.360 14 Insulated Flr. Rims: Wood Frame,24" o.c. 129 0.0 19.0 11 Basement Wall 1: Solid Concrete or Masonry 1392 0.0 10.0 81 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' 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 specifications are in compliance with this Code. Builder Designer Date ;t lAt 2Fq REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.5 Release le DATE: 09/09/04 PROJECT TITLE: C171304 Cape Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Stair Walls:: Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: [ ] I 2. Main Flr. Walls:: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 3. Insulated Flr.Rims: Wood Frame,24"o.c.,R-19.0 continuous insulation Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry, 9.0'ht/8.0'bg/9.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I Windows: [ ] I 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor: 0.370 For windows without labeled Lf-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: I Doors: [ ] I 1. Entry Door.: Solid,U-factor: 0.164 Comments: [ ] I 2. SGD:: Glass,U-factor: 0.360 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 3"clearance from insulation. Vapor Retarder: [ J I Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] ( Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I 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. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. 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 I operating at less than 2 in.w.g. (500 Pa). [ J I 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 Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I 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. I 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 I the New York City Building Code ,as applicable. I 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 a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] 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 non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Prepared by P. O'Toole for: Integrity Building Systems 9/9/2004 Electrical Calculations 200 Ampere Service for Residence Model C171304 (The Holzer Home) Volt-Amperes A. Lighting: 3 Volt-Amperes per Sq. Ft. Unit Area= 2167.0 sq.ft./unif x 3 = 6501.0 *Includes the upstairs B. Small Appliance (1500 Volt-Amperes): 2 Kitchen circuits x 1500 = 3000.0 1 Laundry circuit x 1500 = 1500.0 4 Miscellaneous x 1500 = 6000.0 2 open circuits,freezer,&exterior recept. Sub Total= 17001.0 C. Minimum Size Feeder Required: 1. Lighting and small appliance: 17001.0 2. Fixed Appliances: Dryer: 5300.0 Dishwasher: 1200.0 Garbage Disposal: 1 Hp. 1492.0 Water Heater: 4500 Watt 4500.0 Freezer: 1920 Furnace: (Gas/Oil) 0.0 Range: 12KW(Max) 12000.0 Other(Fans): 960.0 Range Hood: 300.0 C, YOp 3.Size: Loads at 100%: None 0.0 , m m f > a Total Other Loads: 44673.0 `RUFF 1� First 10 KW at 100 Percent= 10000.0 \ '— Remainder at 40 Percent= 13869.2 Heating/Cooling: Max. = 14950.0 ) Heating: 23.0 KW @ .65= 15.0 Cooling: 10.6 KW @ 100%= 10.6 Total= 38819.2 Voltage= 240 Volts Amperage= 161.7 Amps Per Unit Box Used: 200 Amps Note.: The circuits shown above represent the maximum that a home may contain.The actual may be less. NYElectricCalc The Holzer Home Date and Time: 9/9/2004 7:47:24 PM MCE Parameters - Conterminous 48 States Zip Code - 11971 Central Latitude = 41.060289 Central Longitude = -072.423513 MCE MAP VALUES Short Period Map Value - Ss = 23.9% g 1.0 sec Period Map Value - S1 = 7.3% g IRC DESIGN INFORMATION Short Period Map Value - Ss = 23.9% g Soil Factor for Site Class D - Fa = 1.60 IRC Site Value = 2/3 x Fa x Ss = 25.5% g IRC Seismic Design Category = B �u` /R11 1 41E bC.f 1'3 08i33eo /.. 9i The Holzer Home Date and Time: 9/9/2004 7:47:24 PM MCE Parameters - Conterminous 48 States Zip Code - 11971 Central Latitude = 41.060289 Central Longitude = -072.423513 MCE MAP VALUES Short Period Map Value - Ss = 23.9% g 1.0 sec Period Map Value - S1 = 7.3% g IRC DESIGN INFORMATION Short Period Map Value - Ss = 23.9% g Soil Factor for Site Class D - Fa = 1.60 IRC Site Value = 2/3 x Fa x Ss = 25.5% g IRC Seismic esign Category = B PLUMBING ALL PLUMBING WASTE &WATER LINES NEED CERTIFICATION OF TESTING BEFORE COVERING NAILING & CONNECTIONS REQUIRED. PLUMBER CERTIFICATION L CONSTRUCTION SHALL ON LEAD CONTENT BEFORE MEET THE REQUIREMENTS OF THE �' CERTIFICATEOFOCCUPANCY CODES OF NEW YORK STATE. SOLDER USED IN WATER APPROVED AS NOTED SUPPLY SYSTEM CANNOT ,77 Z- EXCEED 2110 OF 1% LEAD. DATE:,(L�LS.�. B.P.a2 ?1 n \OFES FEE: �'' BY: `tWDER"ITERS CERTIFICATE NOTIFY BUILDING DEPARTMENT AT �p r% 765-1802 8 AM TO 4 PM FOR THE OCCUPAI�IWUR 9 p,l"'� FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED USE IS UNLAWFUL RETAIN STORM WATER RUNOFF FOR POURED CONCRETE PURSUANT TO SECTION 45-10C 2. ROUGH - FRAMING & PLUMBING WITHOUT CERTIFICATE OF THE TOWN CODE. 3. ION 4. NAL -TCONSTRUCTION MUST OF OCCUPANCY BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ° , FLOOD zo I'—,)� YORK STATE. NOT RESPONSIBLE FOR DO NOT PROCEED WITH FRAMING UNTIL SURVEY COMPLY WITH CHAPTER 6- DESIGN OR CONSTRUCTION ERRORS. OF FOUNDATION LOCATION FLOOD DAMAGE PREVENTION HAS BEEN APPROVED, SOUTHOLD TOWN CODE. Prepared by P. O'Toole for: Integrity Building Systems 9/9/2004 Electrical Calculations 200 Ampere Service for Residence Model C171304 (The Holzer Home) Volt-Amperes A. Lighting:3 Volt-Amperes per Sq. Ft. Unit Area = 2167.0sq.ft./unil x 3 = 6501.0 Includes the upstairs B. Small Appliance(1500 Volt-Amperes): 2 Kitchen circuits x 1500 = 3000.0 1 Laundry circuit x 1500 = 1500.0 4 Miscellaneous x 1500 = 6000.0 2 open circuits,freezer, &exterior recept. Sub Total = 17001.0 C. Minimum Size Feeder Required: 1. Lighting and small appliance: 17001.0 2. Fixed Appliances: Dryer: 5300.0 Dishwasher: 1200.0 Garbage Disposal: 1 Hp. 1492.0 Water Heater: 4500 Waft 4500.0 Freezer: 1920 Furnace: (Gas/Oil) 0.0 ' Range: 12KW (Max) 12000.0 Other(Fans): 960.0 �� Y Range Hood: 300.0 3. Size: r I Loads at 100%: None 0.0 \!n .06873 J.'<• Total Other Loads: 44673.0 First 10 KW at 100 Percent= 10000.0 Remainder at 40 Percent= 13869.2 Heating/Cooling: Max. = 14950.0 Heating: 23.0 KW @.65= 15.0 vt(Q(o Cooling: 10.6 KW @ 100% = 10.6 Total= 38819.2 Voltage= 240 Volts Amperage= 161.7 Amps Per Unit Box Used: 200 Amps Note.: The circuits shown above represent the maximum that a home may contain.The actual may be less. NYElectricCalc ' Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: C:\ProgramFiles\Chcck\REScheck\C171304.rck PROJECT TITLE: C 1713 04 Cape COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 09/09/04 DATE OF PLANS: February 9, 2004 PROJECT DESCRIPTION: The Holzer Home Southold,NY 11971 DESIGNER/CONTRACTOR: Integrity Building Systems 2435 Housels Run Rd. Milton,PA 17847 PROJECT NOTES: 1)Applies to the main floor only. If upper floor is finished it is the responsibility of the contractor to meet the ECCCNY. %c 2)Basement wall must be insulated with an R-10 blanket(min). ^;,. T O` 3)The floor rims(from inside the basement)must be insulated with R- 19 COMPLIANCE:Passes Maximum UA=368 Your Home UA=290 21.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1367 30.0 0.0 48 Stair Walls:: Wood Frame, 16" o.c. 120 13.0 0.0 10 Main Mr.Walls:: Wood Frame, 16"o.c. 1315 19.0 0.0 65 Window 1: Vinyl Frame:Double Pane with Low-E 147 0.370 54 Entry Door:: Solid 40 0.164 7 SGD:: Glass 40 0.360 14 Insulated Flr.Rims: Wood Frame,24"o .c. 129 0.0 19.0 11 Basement Wall 1: Solid Concrete or Masonry 1392 0.0 10.0 81 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' 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 specifications are in compliance with this Code. Builder/DesignerT c� Date 1/4/ a Al t S. n �1.yV8T V, r L.2' T)EL / �L ZToL(d� 179pi iz;f' 4.L. 1 � �'L.1 - �3 OK -rJ-- REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 09/09/04 PROJECT TITLE: C171304 Cape Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Stair Walls:: Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: [ ] 2. Main Flr. Walls:: Wood Frame, 16" o.c.,R-19.0 cavity insulation Comments: [ ] 3. Insulated Fir. Rims: Wood Frame,24"o.c,,R-19.0 continuous insulation Comments: I Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 9.0'ht/8.0'bg/9.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor: 0.370 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ J Yes[ ]No Comments: I Doors: [ ] 1. Entry Door: Solid,U-factor:0.164 Comments: [ ] 2. SGD:: Glass,U-factor:0.360 Comments: I 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 fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I 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. [ ] I 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. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. 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. [ ] Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I 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: [ ] 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. [ ] 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. 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 non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the levels in Table 2. .Table]:'Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2. Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1" and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION(1ST) ----------------------------------- — - b Z (l� FOUNDATION (2ND) ---. a(� ROUGH FRAMING& �• H PLUMBING -- -- - 7 INSULATION PER N.Y. STATE ENERGY CODE - i 1711 - d FINAL •" ADDITIONAL COMMENTS o Z tv Zp m _ rn a - O 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)765-9502 Survey www.northfork.net/Southold/ PERMIT NO. ?)o7-) Check Septic Form N.Y.S.D.E.C. Trustees Examined,20_Q�_ Contact: Approved 1 , I i{,20� Mail to: Disapproved a/c —'�^' Phone: Expiration_ I ,20-0� Building Inspector \ APPLICATION FOR BUILDING PERMIT 1 - `J CIA Date/ . /()/S- 20Oc-/ 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. /^y ignature f applicant or name,if a corporation) -t- �� C�ATLvti/ivJ tat &;a-nio(-d (Mailing address of applicant) State whether applicant is owner,lessee,agent, architect, engineer, general contractor,electrician,plumber or builder 10&('UT Name of owner of premises 46"Ic . PAS a-z,% f/sx yc >L (As on the tax roll or latest deed) [f applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. ether Trade's License No. 1. Location of land on which proposed work will be done: 3.7� HS wl rn N(;1dardA &✓D, Soca rHo� o House Number Street Hamlet ^,ounty Tax Map No. 1000 Section__13 3 Block Lit- •�� ibdivision Z 4A(,I4,,0A t, ArLY -, Filed Map No. *r'*W9Avt r; (Name) nJoJ�: ai,5 r:at.. e 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 8 {r 5,r b,r &,,(4 /�(✓cRc iNG b. Intended use and occupancy l.."o,1414 LX/Z7-/" ,Qcnc.AC�--- w/ rt.CL-1 AOov�,v - 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars — 0 - 6. O -6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front �/O' Rear `/d ` Depth Z� Height Number of Stories l Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 3b Rear Depth L77 1 6- Height Height a 4/' Number of Storied 9. Size of lot: Front 13 ]. $ Rear /d O ` Depth J 1° 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law,ordinance or regulation?YES_NO-)K- 13. Will lot be re-graded? YES )e-' NO—Will excess fill be removed from premises? YES`NO_ i4 Swnk sr. 14.Names of Owner of premises Qh6w-r hbc2 oz Address Sa na uuons 014 Phone No. t9b3-79Y-df8S- Name of Architect Address INAxs,,2y or Phone No Name of Contractor e.e .C,yAn uc a w Sc T,vc_ Address /Sb wAtiwa.a Phone No. 5a,4'nroL.o 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO C/-- * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO,7G * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF`� ��l �seeb'C being duly sworn,deposes and says that(s)he is the applicant (Name of Individual signing contract)above named, (S)He is the �h^'' (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi ` \ t r —day of `UY�e {20()q r & " \ °�- Notary Pubkc 1grikle of Applicant BONNIEJ.00ROS10 Notary Public,State Of NIWWk No.OID06095328,SdW Term Expires July 7,20 FLOOD ZONES FROM FIRM J6103CO166 G MAY 4, 1998 oy� <iC'I'C SURVEY OF PROPERTY A. AT LAUGHING WATERS " TOWN OF SOUTHOLD SUFFOLK COUNTY, NY z 1000-87-03-10.1 SCCALF, 1'=30' XM 7, 2004 / OCT. 5, 2004 kPG ov :� �P 1 f 140 9 O '?000F �< '�• rysr Ei O �f ^O QI /r�' Yy. O h 7FST HOLE '1/0� � 12r0/VJ oc <<Ngy�,Fr r �z. O BROW AND PALE SIL lY SAND SAI 7S�x /CNC N fL / L!,y vJy ,10• R --- 10J, WA 7ER W PALE 8INOW4 su n SAW W --- 1+' WA MR W PALE BROW ME SAND SP 20' 4y0�0 v Existing house and garage not shown hereon to be removed. °QJ Existing septic system to be filled in. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. X11% NEw -O The location of wells and cesspools shown hereon are p I.'Mae 9 from field observations and or from data obtained from others. 6 6N, 4 o'%+ ANY AL7ERA77ON OR ADOI77ON TO THIS SURVEY IS A WOLA71ON * , 4 OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2 ALL CER77RCATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF r SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. N. N 618 Elevations are referenced to N.G. V.D. IfIECONIC SURIVEYORS, P. . ■=MONUMENT (631) 765-5020 FAX (631) 765-1797 'R� ' IR '7;'7 cry FT P.0. BOX 909 1 FLOOD ZONES FROM FIRM J610JC0166 G MAY 4, 1998 oy� ,oGet/c'1'c SURVEY OF PROPERTY AT LAUGHING WATERS- TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. zc 1000-87-03-10.1 e SCALK 1'=30' XWE 7, 2004 / OCT. 5, 2004 0v $' QJ a� �� p,`Q' •moo. o A Lv, QST /0, L� Xv Ty Q. r '%I T 1�Gb L?, • f( J• h ST f •(V TY D• 96.. Cf �i 4AIr O� O �4a CANT f[ TEST HOLE I SqN Nh�Q� 1211010J S EL, 10' SFS Rq vRAhy 7?0�j, f� BROWN AND PALE SILTY SAND SM 1 O N Nc WATER W PALE BROWN SALTY SAND SW _- 14• WATER AN PALE BROWN FNE SAND SP �� 20 ■ Existing house and garage not shown hereon to be removed. Existing septic system to be filled in. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of weds and cesspools shown hereon are ( 6 2004 StPo�of N from field observations and or from data obtained from others. ANY ALTERA7XW OR ADD17YON 70 THIS SURVEY IS A 0OLA77ON OF SEC710N 7209 OF THE NEW YORK STATE EDUCA710N LAW. EXCEPT AS PER SEcmw 7209--%aw s1 N 2 ALL CER7TFICAnoNS HEREON ARE VALID FOR THIS MAP AND COPIES 7WEREOF ONLY iF � SA/0 MAP OR COPIES ®EAR 7HE "PRESSED SEAL OF THE SLIRVEYOR �` N•• 4 6N% WHOSE SIGNATURE APPEARS HEREON. N. 18 Elevations are referenced to N.G.V.D. IMECONIC 5bl?l` YORS, P.C. E-MONUMENT (631) 765-5020 FAX (631) 765-1797 ARrA=fR 7s� Qn FT P.0. BOX 909 151'fn TR•yM"Ir-R STREET .tin nnn FLOOD ZONES FROM FIRM 36103CO166 G MAY 4, 1998 0 tQ 19e, NO SURVEY OF PROPERTY AT LAUGHING WATERS " TOWN OF SOUTHOLD SUFFOLK COUNTY, NY `i 1000-87-03-10.1 SCALE. 1'=30' JUNE 7, 2004 f Az P !P f 5,3 �S"vnC p l pl / try ? GS4. O ^� w / z� `gcgNT f( 7 f X �, GvOV ss3sob � o°� h IEST 01W E ✓ S ry � n. To' BROMN AND PALE 9L 7Y SAND SM lsa K Oy�.�< N WATER W PALE BROW SILTY SAND SM EXCAVATIDN INSP ION 09 --- U WATER IN PALE BROW) FINE SAAB 5P �e� 20 , v�V 0v Existing house and garage not shown hereon to be removed. S,i-»,yT-f rOC N Yp -11.1" ENTOFIiFALTHSERVICES Existing septic system to be filled in. FORA ULii�3', nr4 LN" fe!rSIDL'I C'-- -%1`LY I am familiar with the STANDARDS FOR APPROVAL --��jj �_ AND CONSTRUC77ON OF SUBSURFACE SEWAGE � �`� :s REF. NO IL Ioy%V DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. ;v1An1SU: Y—BEDROOMS The location of wells and cesspools shown hereon are EXPIRES THREE YEARS fRO11d DATE OF APPROVAL from field observations and or from data obtained from others. ANY ALTERATION OR A001 TION TO THIS SURVEY IS A NOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS -F-Of Nfwy HEREASAID P OR COPIES BEARARE VALID FOR I THE IMPRESSED MAP AND ISEAES LOFETHE SURVEYOR ONLY IF `� ,OaN T Mp,r FpO�� WIOSE SIGNATURE APPEARS HEREON. .1. • '�+- LIC. N0. 49618 Elevations are referenced to N.G. V.D. NICYOR , C. ■=MONUMENT ' � + L I FT ht-�+ ( d 76� F , 631) 765-1797 AREA=18, 732 SQ. FT. %1'10 +po 1" � �� 9R��a ,.N,o FTF 1 Ulf- FLOOD ZONES FROM FIRM 36103CO166 G MAY 4, 1998 oyF AGB 11/'1/ lig, c SURVEY OF PROPERTY \ AT LAUGHING WATERS N TOWN OFO S UTHOLD SUFFOLK COUNTY, N. Y. y� 1000-87-03-101 SCALA•« 1'=30' ,TUNE 7, 2W4 OCT. . , 2004 4 NOV 4, 2004 (ADDI AGNS) (JEC. 16, 2004 (FNDTN. LOC.) A,, r Q Q / 2 = o ec ,� rF o `fir sJ• .O a h try � �\`�c�- �� '�+o• ,�0 sq0 �• oma. � O •fie 3 o Q° h YEST HOLE 4/ a. o�SR.gy�,E""'pry � •Gh Q t/ &�' 11 1 NC O N O BROW AW PA[E W 7Y SAO SN IAA IER M PAF MOIW 9L YY SMO 91 WA 1EX MA PALE BROW ASF SAND -W 3e 20. 0� v p QJ Existing septic system to be filled in. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are �EOFNEWI from field observations and or from data obtained from others. C) I.ME ANY ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATION ' OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIWSION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ' l SAID MAP OR COPIES BEAR THE MIPRESSED SEAL OF THE SURVEYOR " MWOSF SIGNATURE APPEARS HEREON. �•49618 Elevations are referenced to N.G. V.D. N. Y. 61 ECONTC YOBS, W=MONUMENT (631) 765-5020 FAX (631) 765-1797 �' 2 7 2004 P.0. BOX 909 AREA=18,732 SQ. FT. 1230 TRAVELER STREET nn -,nry Df = tt 6' �Cv156 bI4Y -1, 1998 SURVEY OF PROPERTY �\ AT LAUGHING WATERS TO WN OF SO UTHOLD \ SUFFOLK COUNTY, N. Y 1000-87-03-10.1 SCALE.' 1'=30' \ JUNE 7, 2004 OCT 5, ze04o4 NOV. 4, 2004 (ADOIT70NS) .T�• DEC. Is, 2004 (FNDTN. LOC.) -i UG. 2005 (FINAL) 0 CPQ ' w � A Q= ' cot,D 7`''9 \ GBlCtiC :A- rqo P2v�, `�sj �q�rti o s f2 'Jr n' LP Nr> ' 0?0 f' LP s. Nq Z \ 6�S�y� 00 h TESD HOLE -4N � J ti Gj� a. ,a• ✓A�FS '5>4 O BROW AND PALE 57L TY SAND S4 9liC /fqR 'tee --- ,a,' WATER IN PALE BRONN 91.TY SMO 91 WATER/N PALE BRONN MOE SND SP �et� Z4 -isting septic system to be Tilled in. �sft N� fi t 7m familiar with the STANDARDS FOR APPROVAL :D CONSTRUC710N OF SUBSURFACE SEWAGE �POSAL SYSTEMS FOR SINGLE FAM1L Y RESIDENCES d will abide by the conditions set forth therein and on the -mit to construct. s, location of wells and cesspools shown hereon are C 'n field observations and or from data obtained from others. ALTERATION OR ADDlT70N TO TNlS SURVEY /S A VIOLATION 6�p� �S.ME rIc �Af '£C77ON 7209 of THE NEW YORK STATE EDUCATION LAW. PT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS ON ARE VALID FOR THIS MAP ANO COPIES THEREOF ONLY IF MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR �a 'E SIGNATURE APPEARS HEREON. / -itions are referenced to N.G. V.D. 8 ECONIC YO �' Na.486� L 1 J t �nZ lssl) yes-sono FA ONUMENT PO BnY 4=18, 732 SQ. FT. t `,`i r 1 Pae =Description Date Revision TPTitle Page 2/9/04 6/11/04 F1 Foundation Plan 2/9/04 6/11/04 v Manufacturer Integrity Building Systems Al First Floor Plan 2/9/04 6/11/04 Builders Permit Set 2435 Housels Run Road A1.1 Exterior Walls Details 2/9/04 6/11/04 This set of plans is to obtain permits only A2 Door & Window Schedule 2/9/04 6/11/04 P P y 50-5Milton, -3 17847 A3 First Floor Span Tables 2/9/04 6/11/04 570-522-3600 EL1 Elevations 2/9/04 6/11/04 Systems Approval Number M 009-03-021 E1 First Floor Electrical Plan 2/9/04 6/11/04 E2 Panel Box Schedule 2/9/04 6/11/04 Model C171304 Cape S1 Cross Section 2/9/04 6/11/04 Construction Wood S2 ISection Details 2/9/04 6/11/04 Type Single Family Site Address Southold, NY 11971 Suffolk County Energy Code 2000 ECCCNYS Building Code 2000 RCNYS C171304 CAPE Electrical Code 2000 RCNYS Plumbing Code 2000 RCNYS Mechanical Code 2000 RCNYS 1 INTEGRITY Ground Snow Load 45 PSF B BUILDING Wind Speed 120 MPH Seismic Design Category B S SYSTEMS Floor Live load 40 PSF Floor LL (sleeping areas) 30 PSF Floor Dead Load 10 PSF 234 PARK DRIVE MONTGOMERY, PA 17752 570-547-0789 WIND-BORNE DEBRIS PROTECTION: FACTORY SHALL PROVIDE PRECUT 7/16" (MIN) ` Builder: Future Surroundings OSB PANELS TO COVERALL GLAZED OPENINGS FOR 110 MPH WIND ZONES AND ABOVE ;!\ TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL PER R301.2.1.2 EXCEPTION. PANELS FASTENED TO WINDOW FRAME WITH#8 X 2 1/2" r , JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE 33 FlyingPoint Rd SCREWS 12"OC PER Tisk r. . SCREWS SHALL BE FACTORY PROVIDED ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). ✓ w AND ATT AHMENT LOCATIONS MARKED ON PRECUT PANELS. COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING n`h8 OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL Suite 124 i � ' � COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 --- ^ Southampton, NY 11968 (J THE PLANS AND CTHIS PERMIT ARE DERIVED FROM AND CONSISTENTWITHTHE PLANS P. 631-287-2002 AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, F: 631-287-2002 BOTH ON FILE WITH THE DIVISION Integrity Building S stems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 6/11/04 (4) C171304 TITLE TP g Y 9 y CUSTOMER: HOLZER DRAWN BY: CS I GS CAPE PAGE 50'-0" C SIMPSON STHD14RJ SIMPSON STHD14RJ FOUNDATION NOTES 4" 4" 1) FOUNDATION WALLS DESIGNED PER LOCAL SITE CONDITIONS 8 SECTION R404 2) FOOTINGS SHALL EXTEND BELOW THE FROST LINE OF THE LOCALITY(8403.1 4) TE OCK SIMPSON ---------------------------------------------------- 3) CENTER GIRDER LAID IN TYPE'M'OR"S'MORTAR STHOI4R 4) CENTER GIRDER SPLICES SHALL BE SUPPORTED 5) DELETED ' ' • • • • • • • • • fi) DELETED • • • 7) FOUNDATION DESIGN BY REGISTERED ARCHITECT OR ENGINEER SIMPSON r FAMILIAR WITH LOCAL CONDITIONS. OWNER IS RESPONSIBLE FOR STHD14RJ CONTRACTING THIS PERSON. FOUNDATION PLANS)TO BE SEALED BY R.A.OR P.E.AS REQUIRED BY LOCAL JURISDICTION. NY w Z I • I I 8) SILL PLATE AND ALL MATERIALS BELOW BY OTHERS 9) SILL PLATE ANCHORED W/1/2'BOLTS W/2-HOOKS EMBEDDED U2 /5'INTO MASONRY. ALT:SIMPSON PLATE ANCHORS(OR EQUAL) w¢ I INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS OR 0, R403.1.6,I I I R403.1.6,WHICHEVER IS MORE RESTRICTIVE. J ' SEE PAGE A3 FOR 10) SEE SPAN TABLES FOR MAXIMUM FLOOR GIRDER SPANS ADDITIONAL GIRDER SPANS • 11) SPECIFIC FOUNDATION DRAWING SUPPLIED TO BUDDER BY FACTORY. 12) FOUNDATION DRAINAGE AND DAMPPROOFING PERFORMED ON SITE By O 3 m I OTHERS IN CONFORMANCE WITH R405 AND R406. 13) BASEMENT CEILING OR WALL INSULATED BY OTHERS IN CONFORMANCE rc • • WITH ECCCNY 8 FACTORY-PROVIDED MECH CHECK ANALYSIS. 15) MECHANICAL AND/OR ELECTRICAL INSTALLATIONS COMPLETED ON f I I I SITE BY OTHERS IN CONFORMANCE WITH RCNYS PARTS V,VI,&VIII. 4'-6" T-9" 8'-0" 8'-0" 4'-5" 6'-B 1/2" 6'-91/2" I 16) BACKFILL TO BE IN AND TAMPED PRIOR TO MODULE(S)ARRIVAL. 17) MINIMUM DISTANCE FROM BOTTOM OF SIDING TO TOP OF FINISHED • FLOOR ONLY FLOOR ONLY FLOOR ONLY • I GRADE SHALL BE 6', 18) 14-3 WIRE STUBBED TO BASEMENT FOR FACTORY SUPPLIED/ F 4-I F -1 r -I r -I r -IFIELD INSTALLED BASEMENT SMOKE DETECTOR.SMOKE DETECTOR WIRED SUCH THAT ACTIVATION OF ONE SMOKE DETECTOR ACTIVATES ALL < I i SMOKE DETECTORS.(RCNVS SECTION R317) L L i L 1 J L J L 1 J L 1 L i J 19) BASEMENT STAIRS CONSTRUCTED IN FIELD BY OTHERS PER SECTIONS PL PL PL I R312,R314,AND R315(APPROVED LOCALLY) a FOOTING SIZES DETERMINED LOCALLY BY OTHERS USING LOADING TABLES BELOW I MATING WALL LOADS (SEE FOUNDATION NOTES) • I RANCH-KIPS PER LINEAL FOOT a m a 4"DIA STEEL COLUMN MODULE WIDTH 45 PSF GSL 65 PSF GSL 85 PSF GSL 0'-0"TO 12'-6' 682 1.940 1 1 16 PL POINT LOAD - 12'-7" TO 14'-0' 39 2.106 - m • I 14'-1'TO 15'-9' 2092. 2.405 - n � CONTINUOUS FOOTING-TYPE AND SIZE DETERMINED LOCALLY BY OTHERS CAPE-KIPS PER LINEAL FOOT (i)ANCHOR BOLT SHALL BE LOCATED WITHIN 12"(MIN) (SEE FOUNDATION NOTE#1) MODULE WIDTH 45 PSF GSL 65 PSF GSL 85 PSF GSL IN EACH DIRECTION FROM EACH CORNER. 10'-0'TO 12'-6' 1.226 1.418 - ' ANCHOR BOLTS SHALL BE LOCATED WITHIN FOUNDATION WALL-TYPE AND • 12'-7"TO 15'-9' 619 14'-0' 1.550 322 1.381 - 12'OF EACH PLATE END. WIDTH DETERMINED LOCALLY ' 14'-P TO 1. 1. - o rte• SE DIA ANCHOR BOLT BY OTHERS(SEE FOUNDATION NOTE#1) (TYPJ (SEE NOTE#9) SIMPSON KIP LOAD AT EACH MARRIAGE WALL PIER=TRIB SPAN ________________ _—J • � STHD14RJ (112 DISTANCE BETWEEN PIERS ON BOTH SIDES)% MULTIPLIER ABOVE. SEE SPAN TABLES FOR _ • MAXIMUM PIER SPACING. SIMPSON STHD14RJ 4' f 4' SIMPSON STHD14RJ SIMPSON STHD14RJ J � •fv dp�� r^l Y� 1 11 •Y •i-' r `TS trs 13 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 6/11/04 (4) TC171304 FOUNDATION F1 CUSTOMER: HOLZER DRAWN BY: CS / GS CAPE PLAN • 60'-0' 20'-021" 28'-5112" 11 34'-51/4" Tag Member A9 6068 SGDAS 2852 A7 A6 24210 Al (3)2x8 SPF#2 A2 (3)1 1/2"x 5 1/2" LVL(E=1.8) A3 (3)1 1/2"x 5 1/2" LVL(E=1.8) A4 (3) 1 1/2"x 5 1/2" LVL(E=1.8) A5 (3)1 1/2"x 9 1/4" LVL(E=1.8)per module GAS FIREPLACE VD815 VB30 A6 2 FIREPLACE AND HEARTH INSTALLED ( )2X6 SPF#2 PER FIREPLACE MANUACN R'S —— A7 (2)2x6 SPF#2 INSTALLATION NSTRUCnON3 BATHm WIC `,-+• A8 (2)2x6 SPF#2 NOOK LIVING ROOM > A9 (3)1 1/2"x 51/2"LVL(E=1.8) io 1� CO� #2 - A10 (2)2x6 SPF#2 L F,P A71 (1)2x10 SPF#2 per module w 2666 = A1 j p �q _ A733 E A14 2668 2668 A15 A16 r 2668 A17 3'-3 1 3'-0" 3_0.. A18 I I I I I A19 Ai t 2888 Y A20 ON ® 13'-1 1/2" 2"FILLER VB36 q$ BATH 1 2668 #1 nlm SITE INSTALLED SLOPED o RAILING ® 34" ABOVE TREADS BEDROOM #1 op o KITCHEN m a DINING ROOM FOYER PLUMB WALL O v 1 DP n.,0 ryl _{ 3658 Room RoomhReq'dReq'd Prov'd Prov'd `.36LSB B15 OO 248 36LSIV ;�2430CW?�V WN 3012430CW B#1118 223489nt 2Z8 12 Bt =11 i lr—�EEEE�I Ig Dining 1546.2 22.8 12 2421DMULLED 2 2852 MULLED A33068 A4 2852 MULLED Nook 1415.6 46.5 26.7 IBr#40.0 dMISIDELIGHTS 63"-I 19'-7112"-1 29'-4"-1 43'9"] Liwng 2459.8 22.8 12 12'3• 12'-0' 3'-0' 3'-10" 3'-Q7�" I 13'-0' I T STATE MODULAR LABEL ■ NTA LABEL .---•" 43'-9"J • DATA PLATE ��C':��✓ ;` 6'DORMER CIL 6'DORMER CIL 6'DORMER CIL .J TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). 1` ��/ COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING 'i '� �.!'3•` OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET d ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 6/11/04 (4) C171304 FIRST FLOOR Integrity Building Systems, Inc. Al CUSTOMER: HOLZER DRAWN BY: CS GS CAPE PLAN FIELD APPLIED EXTERIOR SHEATHIN� FIELD APPLIED EXTERIOR SHEATHING ® I I I I o I EXTERIOR SHEATHING PRECUT BY FACTORY AND INSTALLED OVER MODULE SEAM IN FIELD BY OTHERS(TYPICAL) i I I I I I I I OI I I I 2X6 FULL STUD Q I EACH COLUMN4RS (3)2X6 STUD GR COLUMN 12.OSB SPAC I T / M r�9 SIMPSON STHDI<RJ ATTAFACE OF EACH COLUMN BY OTHERS(SEE FOUNDATION) TO THE BEST OF MY KNOWLEDGE. BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE a ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). �` F' COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER 1) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 p THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET q ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 6/11/04 (4) 7C171304 EXTERIOR WALL A1 .1 g y g y CUSTOMER: HOLZER DRAWN BY: CS / GS CAPE DETAILS Rough Light Area Vent Area Egress/Emergency Area "U" Max Room Max Room Designation Opening Type (S F) (S F) See Notes 3&4 (SF) Value Area(Light/.08) Area (Vent/.04) SE5835 6-9"x 6'-3 5/8" Fixed 28.1 0 No 33 0.37 351.3 0 2852 2'-10 1/8" x 5-5 1/4" Double/ Single Hung 11.4 6 Yes 15.5 0.37 142.5 150 24210 2'-6 118" x S-1 114" Double/ Single Hung 5.1 2.3 No 7.7 0.37 63.8 57.5 1)Window manufacturer's published infiltration value(s) shall not exceed 0.3 CFM /SF of window area(ECCCNY Table 502.1.4.1) 2)Windows shall be double glazed with low"E" glass. Manufacturer's published "U" values shall not exceed .37. 3) NY-Emergency escape and rescue openings shall comply with R310 4) Emergency escape and rescue openings shall not impede egress in an emergency, shall have a minimum area of 5.7 SF, with a min width dimension of 20", minimum height dimension of 24", and maximum sill height of 44" 5) Frame walls, floors, and ceilings not ventilated to allow moisture to escape shall be provided with an approved vapor retarder having a maximum perneance rating of 1.0 perm when tested in accordance with Procedure"A" of ASTM E96. The vapor retarder shall be installed on the warm-in-winter side of the thermal insulation. Rough Door Frame Area "U" Light Area Vent Area Max Room Designation Width Height Thickness Opening Type Material Material Finish Description (SF) Value (SF) (SF) Area(Light) 3068 T-0" 6'-B" 13/4" 38 3/8"x 82 1/2" Insulated Steel Wood Primed 36"Exterior 21 0.14 0 21 0 DBL 3068 6'-0" 6'-8" 1 3/4" 75 1/4"x 82 1/2" Insulated Steel Wood Primed Double 36" Exterior 43 0.14 0 42 0 3068SSL 3'-W 6'-8" 13/4" 54 1/2"x 82 1/2" Insulated Steel Wood Primed 36"Exterior w/Sidelite 31 0.49 2.1 21 26.2 3068DS13'-0" 6'-8" 1 314" 691/2"x 82 1/2" Insulated Steel Wood Primed 36"Exterior wI ON Sidelites 40 0.164 4 0 50 2868 2'-8" 6'-8" 1 3/4" 34 3/8"x 81 1/2" Insulated Steel Wood Primed 32"Exterior w/9-lite 19 0.358 4.8 0 60 2868(20/45 min) 2'-8" 6'-8" 1 3/4" 33 1/2"x 81 1/2" Insulated Steel Wood Primed 32"Rated Exterior(see note 19 0.14 0 0 0 3068(20/45min) 3'-0" 6'-8" 1 3/4" 37 1/2"x 81 1/2" Insulated Steel Wood Primed 36"Rated Exterior(see note 21 0.14 0 21 0 6068FWG(Andersen) 6'-0" 6'-8" 1 3/4" 72"x 80" Wood Vinyl Vinyl Primed Slider(safety glazed) 40 0.32 23.7 14.7 296 8068 FWG(Andersen8'-0" 6'-8" 1 3/4" 96"x 80" Wood Vinyl Vinyl Primed Slider(safety glazed) K40 0.32 34.3 21 429 6068FWH(Andersen) 6'-0" 6'-8" 13/4" 72"x 80" Wood Vinyl Vinyl Primed Hinged(safety glazed) 0.31 21.9 16.1 274 6068FRHP(MW) 6'-0" 6'-8" 1 3/4" 72"x 80" Wood Vinyl Vinyl Primed Hinged(safety glazed) 0.38 25.2 17.6 315 6068FRSP(MW) 6'-0" 6'-8" 1 3/4" 72"x 80" FVinyl Vinyl Vinyl Primed Slider(safety glazed) 0.39 24.6 15.4 308 6068SGD(Everest) 6'-0" 6'-8" 1 3/4" 72"z 80" Vinyl Vinyl Primed Slider(safety glazed) 0.36 24.6 15.4 308 6068NSP(Twinseal) 6'-0" U-8" 1 3/4" 72"x 80" Vinyl Vinyl Prefin Slider(safety glazed) 0.34 25.2 17.6 315 6068SPD(Thermatm) 6'-0" 6'-8" 1 3/4" 75 1/4"x 82 1/2" Vinyl Steel Primed Hinged(safety glazed) 0.28 21.9 16.1 274 Interior Doors: 1668 1 W 6'-8" 1 3/8" 20"z 82" Hardboard Wood Prime/Pre 18"Swing 0 1 0 0 0 0 2068 2'-(Y' 6'-8" 1 318" 26"x 82" HC Hardboard Wood Prime/Pre 24"Swing 0 0 0 0 0 2668 Z-6- 6'-8" 1 3/8" 32"x 82" HC Hardboard Wood Prime/Pre 30"Swing 0 0 0 0 0 2868 2'8 6'-8" 1 3/8" 34"x 82" HC Hardboard Wood Prime/Pre 32"Swing 0 0 0 0 0 3066 3'-0" 6'-8" 1 318" 38"x 82" HC Hardboard Wood Prime/Pre 36"Swing 0 0 0 0 0 2068 Double 4'-0" 6'-8" 1 3/8" 50 1/2"x 82" HC Hardboard Wood Prime/Pre Double 24"swing 0 0 0 0 0 2668 Double 5'-0" 6'-8" 1 3/8" 62 1/2"x 82" HC Hardboard Wood Prime/Pre Double 30"swing 0 0 0 0 0 2068 Double French4'-0" 6'-8" 1 3/8" 51 117'x 82" HC Hardboard Wood PrimelPre Double 24"french 0 0 0 0 0 2668 Double French 5'-0" 6'-8" 1 318" 63 1/2"x 82" HC Hardboard Wood Prime/Pre Double 30"french 0 0 0 0 0 3068 Double French 6'-0" 6'-B" 1 3/8" 1 74 112 z 82" HC Hardboard Wood Prime/Pre Double 36"french 0 0 0 0 0 r✓i O F ,, O 2068 Bi-Fold 2'-0" 6'-8" 1 3/8" 26"x B2" HC Hardboard Wood Prime/Pre 2068 Bi-Fold 0 0 0 0 0 i:��,/J 2668 Bi-Fold 2'6" 6'-8" 13!8" 32"x 82" HC Hardboard Wood PrimelPre 2668 BvFold 0 0 0 0 0 3068 Bi-Fold T-0" 6'-8" 1 3/8" 38"x 82" HC Hardboard Wood Prime/Pre 3068 Bi-Fold 0 0 0 0 0 4068 Bi-Fold 4'-0" 6'-8" 1 3/8" 38"x 82" HC Hardboard Wood Prime/Pre 4068 Bi-Fold 0 0 0 0 0 5068 Bi-Fold 5'-0" 6'-8" 1 3/8" 38"x 82" HC Handboard Wood PrimelPre 5068 Bi-Fold 0 0 0 0 0 6068 Bi Fold 6'-0" 6'-8" 1 3/8" 38"x 82" HC Hardboard Wood Prime/Pre 6068 Bi-Fold 0 0 0 1 0 0 \ r ?� 1)Rated dmf assemblies shall be rated 45 minutes(NY)including flame and haMwoe. Rated Coon assemblies shall be prrvACed witfi self cbsing Mnges(R309.1) ')r F 4 r (I 2)All door glazing shall comply Nth Section 8306 ` 3)Any dont shown In the above schedule may be substitutetl for any door shorn on plans provided the substituted door is equal to or better than the original door 4)NY-Manufacturers published infiltation relue(s)shall not exceed 0.5 CFM/SF of door area for hinged exterior doors and 0.3 CFM/SF of door area for exterior sliding doors(ECCCNY Table 502 . 5)Maximum Room Area QgM)=LgM Area f.Oe THE PLANS AND SPECIFICCONSISATIONSTENT OF THIS PERMIT SET 6)Maximum Room Area pent)=Vent Area/04 ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED 7)Frame walls,floors,and ceilings not ventilated to albw moisture to escape shall be pauded with an approved vapor retarder hating a maximum peimeance rating of 1.0 perm TH APPROVAL when testa in accoMwce wtlh Procedure"A"dASTM E96. The wpar retarder shall be installed on the warm-mer side dthe thermal insulation. BOTH ON RDICONDITIONAL APPROVAL LETTER, LE VATH ME DINSIO Integrity Building Systems, InC. DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 6/11/04 (4) C171304 DOOR & WINDOW :AJ2 CUSTOMER: HOLZER DRAWN BY: CS ! GS CAPE SCHEDULE Table A-3 28 It.Cape Cod Units-Floor Girder Spans Table D2 28 it,Wines Extha.,Wall Header Spans Cape Cod Units 26828 Ft.Wide.-Mating Wall Headefsl Bearesfor7ll2thru 12/12 Cape Cod Units Beam SpansTable C-1-25A 28 h.Wines-Column Spans- Cape Cod Units : Nominal Girder 45P.FGSL 65PUGSL CL.� Top Chord Brace Column 95 Pat GSL 65 Pat GSL Home Grade 8 Species Clear Spans Double Triple Double Lippe j at every chole Configuration HWidthome Member Member Member Member Member (indeed,Req'tl I I Inches Feet- Inches Inches I Feet- Inches (Feet) Inches Ft In. Size Grade Inches Inches Inches Inches ante 4) __ qS Psi Ground Snow Live Load 2x3 Stud NA. 22.00 N.A. NA. ® 1 14075 11 875 94.50 7 10.50 No.3 N.A. 2200. NA. N.A. 2x4 28 Double2x10No.t/No.2Spf 72W 6 - 0 IJ v.I/No.2 NA. 22.00 NA. N.A. Beams - TAple2xlONo.1/No.25pf 99.00 g 3 2x4 3Nd 2275 30.]5 N.A. 23.75 Spans at/6 Par GSL Spans at 66 PastGSL ® 2 29275 29 975 205.00 17 100 No 22.75 30.75 NA. 23.75 2x4's Four2xl0No.1/No.2Spf 12400 10 - 4 Beam'. Span span Span Span Nc.1/No.2 22.75 30.75 NA. 23.75 Double 112x91/4"LVL(E18) 12200 10 - 2 (Inches) Feet - Inches (Inches) Feet - Inches Triplet 1/2x91/4'LVL(E1.8) 13975 11 73/4 2x6 9--3 35.25 4625 28.75 3].50 RE ® 3 454.00 37 1050 316.00 26 4.00 Fourl 1/2x91/4'LVLE18 15375 12 - 9374 No.1;No.2 35.75 48.50 28.75 37.50 1.2x8No.1/No.2Sx 6375 5 - 33/4 49.75 4 - 1314 2zga ( - I 2 x 8 No.3 44.50 58.50 3775 49.50 2-2 x 8 No.11 No.2 Spf 101.00 8 - 5 85W 7 - 1 Q No3;No.2 5.25 6d_00 3]75 49.50 3-2 x 8 No.11 No.2 Spf 130.75 10 - 103/4 115.00 9 - 7 4 NA. 92600 35 650 65 Psi Ground Snow Live Load: 2x10 No.3 54.25 71.50 46.50 61.00 2x4" Not/No.2 6.50 8175 48.25 63.25 4-2 x 8 No.11 No.2 Spf 143.25 11 - 11 114 124.00 10 - 4 28 Double2x10No.1/No.2Spf 6425 5 - 41/4 2x12 No.3 63.25 83.00 1 53.75 70.75 0 0 5® NA. 53725 44 925 Tople2x10No.Who.25pf 87.25 7 - 31/4 No.1/No.2 73.50 99.50 1 58.75 ]6.75 1-2x 10 No.11 No 2 Spf 81.25 6 - 91/4 63.50 5 - 31/2 2x4's Four2x10No.17No.25f 11025 9 - 21/4 112x312 LVLIE1.81 41.25 47.25 37.75 43.25 2-2x 10 No.1/ No.2 Sot 123.50 10 - 31/2 10.00 8 - 11 3-2 x 10 No.1/No.2 Spf 162.50 13 - 6 12 140.50 11 - 8 1/2 - 0. Double ss1/44'LVLIE 8) 117.50 9 - 91/2 112x512 LVL IL 11 6475 74.50 58.00 6]75 NA. NA, Triple 112x91/4'LVL(Et B) 13450 11 - 21/2 112x714 LVLIE181 85.75 98.25 75.50 89.50 4-2x 10 No.t/No.2Spf 17500 14 - ] 151.25 12 - ]1/q 2xgs Fourl Intl)1/4'LVL(E18) 14800 12 - 4 112x914 LVLT E18) 109.25 125.25 95.25 114.00 1112.1114 LVLT El 8) 132.75 152.25 114.75 138.75 1-1112x7114"LVL E 1 8 9875 B - 2314 91.25 7 - 7114 112x12 LVL[E18) 141.75 162.25 122.00 148.00 2-11/2x71WLVLE18 124.25 10 - 41/4 115.00 9 7 Notes: 112x1212 LVL(El B) 10.75 169.00 12675 15425 3-11/2 x]1/4"LVL ELB 142.5 11 - 1012 131.50 10 - 11112 Braced Transverse Wall Tributaries 11 AppiLoads include box indicated sed[me to d.an unbo.alanced 112x13 LVL(E181 153.75 17600 131]5 160.50 4-11/2x]1/4"LVL El8 156.5 13 - 1/2 144.75 12 314 Column 45 Psi GSL 65 Psi GSL 21 Loads indutle the intlicated live load.an unbalanced snowsurcharyetl,and a 30 psi 2nd - Configuration 112 x 1312 LVL(E 1.81 159.50 182.75 136.50 166.50 ll pansebad(clearspantween netwalk). Inches Feet- Inches Inches Feet- Inches 3)Spans era the clear span between Me pierlaces.All joins musics located overs pier(column). 1-112x91/4"LVL E1.8 125.]5 10 - 5314 118.50 9 - 81/2 4)Appliesathe mainroorofa capecod unn 2-112x9114"LVL E1.8 15675 13 - 23/4 146.75 12 - 2314 1 7825 6 625 55.00 4 ]00 5)LVL so be E1.8:Fb=2600 psi,Fv=285 psi.and E=1.8x10-6 pat.All values are minimum. See 3-112x9114"LVL Et.8 18150 15 - 112 166.00 14 - 0 2x4 header/ 4-112 x 91/4"LVL E1.8 IN 75 16 7314 164.75 15 - 43/9 slllfnleningUMS 2 156]5 13 0]5 11050 9 2.00 Table A-1 -Girders-Floor Load Only-40 Psi Flper Load chartSaction's A-A ��xx--S��l��tt 2x A's S lambs tutlmchart Notes: 3 19125 15 1125 13500 11 300 unbmofiambs t)Applicabe to box widths up 10 150 inches. 2x4'z Nominal Girder headerswpotl 2)Applicants to 45 and 55 psi ground snow live loads. Home GradeBSpecies Clear Spens 3)Applies to a second Boor load of W psf between the knee walls,and 10 psi lite load otrside of knee walls. Notes: Width 4)For single and courthe members,when the Dram protMes above the bottom clamed of the rarer,me beam 1)All columns and mating wall studs d be 2 x 4 No,3 Spf or Stud Gr.Sur Spans based on ret Inches Ft. - In. must be braced at every buss with a block nailed to each chard or other opposed methods. stud spacing of 16 inches on censer. Nolen: e e sill chart for the number of sills 5)Applies to crop cod units with roof slopes of 7 than 12//2. 2)Applicable a walk up ro 4-o'. 25 Double 2 of 6 No.11 No.2 Spf 9200 7 - 8 HADplicable to a box widths of up to l 6d inches with w to 10 inch eaves. 3)Applicable boxwidths up In 164 inches(miss) 21 All madras are double m trade member Sot or LVL wish thede face o wiriented vertically. 4)The numberof oolum^s indicates the number per hal. Triple 2x8 No.1/No.2S f 12180 10 - 1 D Double 2 x 10 No.I/No,2 Slat 11300 9 - 5 3)All LVL to be GP Lam Grade El.8,Fin=2600 or Unn.1. 5)All columns must be pan of a wall either mating wall or a transverse well,which has zheathirg Triple 2x 10 No.1/No.2Set 148.00 12 - 4 4)Applicable to cape side busses reth mol slopes of between 7/12 and 12/12. fastened to each column member. TABLEL -ENOW20 M HEADERSAND S/LLS 6)Is column falls between two openings.use the sum of the two spans a determine the column. Dopleub 11/s 1 /2x 71/4'LVL(E1.8) 120.50 10 - 0.5 120 Mph Exp.0 7)Applies we 3o psi live living load between kne asi and a l0psfatucliveloadounide Triple 11/2x71/4'LVL E7.8 138.00 11 - fi knee well. Doublet 1/2 x 91/4'LVL(El 8) 153.75 12 - 975 Triple 1112 x 9114'LVL(El 8) 17600 14 - 8 Table M-JAMB STUDS FOR CAPE COD &TWO STORY UNITS 2 x 6's 120 mph erp,c wind loading/3 sec Gus7/ Maximum Openings 28 Double 2x10No.1/No.2Spf 106.011 J- 7 Number End Zones: Interior Zones: Triple 2 x 10 No.1/No.2 Spf 14000 2x 6 Side Walls-45 Pat Ground Snow Live Load: of - Double 11/2x91/4'LVL(E1.8) 148.00 Jambs at the Side of an Opening: Jambs Between Openings: Members Inches Ft. In. Inches Ft. In. Triplet l/2 x 91/4'LVL(El 8) 16950 Tafel Stud Gf.or No.3 Spf Number Number Maximum Spans: Maximum Spans: 1 70.50 5 1050 77.25 6 5.25 of of 2 9975 8 3.75 109.50 9 - 1.50 32 Double 2x 10 No.1/No,2Spl 100.00 Jambs Jacks (inches) (Fq - (inches) (Inches) (Ftp - (Inches) 3 131.00 10 11.00 143.50 11 11.50 Triple 2x10No,1/No.2 Spf 140.00 No.2 Spf Double 112 x91/4'LVL(E18) 14250 2 1 6200. 5 - 200 NA. 1 91.50 7 7.50 100.25 8 - 4.25 Triplet 1/2x91/4'LVL(El 8) 16300 2 124.00 10 - 400 132.00 11 - 000 THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET 3 1 6200. 5 - 200 6200 5 200 3 142.00 11 - 10001 15100 12 - 7.00 ARE DERIVED FROM AND CONSISTENT NTH THE PLANS Notes: 2 123.75 10 375 AND SPECIFICATIONS ASSOCIATED NTH APPROVAL 1)To been effective rim joist no bunjoints mayfell over the length of the span. M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, 2)Applies toe 40 Psffioor live load and maybe used on first or second floors Spans based uponthe number of fasteners perendBOTH ON FILE WITH THE DIVISION 3)Box Widths:2511.-150 inches per half,28 ft-1 fib inches per hart 32 fl.-189' Notes 3 and 4 per halt. Jack Sods) penin O e�"'" End Zones: Interior Zones: 4) -V-10 be El.3,Fb=2600 psi.Fv-285 psi.and E-18 x 10'6 psi (mm) No. 15 Ga.Staples .131 x3'Neils 15 Ga.Staples 131 x3'Nails _ Per Span Span Span Span dlr i�1F NE End Inches Inches Inches aches j-�/ Jamb Stutls fl A� ! "V ` 4 �r O J 2 1725 26.00 20.75 31.25 3 25.75 38.75 31.00 46.75 4 34.50 51.75 41.50 6225 Sr Center Jamb 5 43.00 64.75 51.75 78.00 1 - as Notes: ))All studs to be 2 x 6's Said Gr or No.3 Spf 24'o/c,Applies to side walls up to 108 inches tall. 6 51.75 77.75 6200 93.50 2)Jack studs are those cut to support the header.There safleastone underevey 7 60.25 90.75 72.50 109.25 header.The total numberof ambs studs me jack studs. -3-69v ' fit_ 7J 1 I .00 103.75 82.75 124.75 \ r 3)J a ks an boxwdth s 189 inches. 4)Jacks and lamb studs no be fastened mgefherwifh.131 3 ails 9inches on center 5)Faslentop and bottom platesto every atudwith 4 .131 3 ails. Notes1.Applieslo all end wall headers and sills.end all side well sills. 6)Apples a the lower story of a two story and cape cod units with slopes ratio 12112. : 2.Staples are 15 Ga.x 7/16'x 21/2'.nails are.131 x 3'P .All fasteners are end fastened 3.The number of fasteners maybe equallystelit between multiple members. 4.For spans larger than shown,numbers and spans may be added. b Integrity Building Systems, Inc_ DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 6/11/04 (4) C171304 FIRST FLOOR A3 CUSTOMER: HOLZER DRAWN BY: CS / GS CAPE SPAN TABLES GACiDRY SDPPLIED/IIELD INSTALLED RIDC£SENT 2 GSTALLE SUPPLIED/FIELD INSTALLEDinLLfO 12 DDNMER ❑� JO HEJJ NEI N ■ RIGHT ELEVATION FRONT ELEVATION (12 8FEI FACTORY SUPPLIED/FIELD O SAFETY❑ INSTALLED CABLE SIDING El cLAzcO sroovs AxD Ruuxcs /i,�.`� !`E C, REAR ELEVATION BY OTHERS LT ELEVATIONf EF n V� 1I wiy I I , �J THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL C� M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 5/11/04 (4) C171304 Integrity Building Systems, Inc. CUSTOMER: HOLZER DRAWNBY: CS / GS CAPE ELEVATIONS EL1 WP XL 16 18 GFCI WP 15 1` �vv. 15 6' 6' 16 7 ; - -' , 10 10 10 10 I - 7 5 5r -- 3, 5 16 0 15 9 CM SD 9 SD 9�. 8 i 15 10 3 313 7 2 � AUTO SETBACK 6 3 2 FL 2' 4)6 - , 2 / Z 1i 2 3 2 (Q 11 6 1710 j i R12 3 111 TK 3 / j 9' 6 i 3(oty � 3 3 3' 4' 3�� / i .�� 6 6• 5• 6 i i GFCI UP WP 2 XL i 18 WP TO POST LIGHT TO THE BESTMY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK (ECCCNY). COMPLIANCE SHALL BE DEMONSTRATED TO THE LOCAL BUILDING OFFICIAL BY NY MECH CHECK (ECCCNY CHAPTER ,) AND GENERAL COMPLIANCE WITH ECCCNY CHAPTER 5, SECTIONS 502 THROUGH 505 ARE PLANS AND M AND OF THIS PERMIT SET ��•, <'n ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, i�/(✓- � , BOTH ON FILE WTH THE DIVISION Integrity Building Systems, Inc, DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 1 REV: 6/11/04 (4) C171304 FIRST FLOOR E1 CUSTOMER: HOLZER DRAWN BY: CS / GS CAPE ELECTRICAL PLAN TYPICAL PANEL BOX SCHEDULE 20"BREAKE CIRCUIT DESCRIPTION BREAKE WIRE CIRCUIT DESCRIPTIONWIRE LEGEND 1KITCHEN GFCI 20AMP 12-2 2 GEN LIGHT 14-2 3 KITCHEN GFCI 20 AMP 12-2 4 GEN LIGHT 15 AMP 14-2 EXTERIOR LIGHT 5 WASHER 20 AMP 12-2 6 GEN LIGHT 15 AMP 14-2 (WEATHERPROOF) GHT 7 BATH GFCI (1ST) 20 AMP —1-2-2-8-- GEN LIGHT 15 AMP 14-2 COMBINATION 9 SMOKE DET 15 AMP 14-2 10 GEN LIGHT 15 AMP 14-2 $3 3-WAY SWITCH 11 ELEC RANGE 40 AMP 8-3 12 DRYER 30 AMP 10-3 $ SINGLE SWITCH 13 14 Q THERMOSTAT 15 NOOK 20 AMP 12-2 16 GEN LIGHT 15 AMP 14-2 110V RECEP 17 MICROWAVE 20 AMP 12-2 18 EXT GFCI 20 AMP 12-2 220V RECEP 19 REFRIG 20 AMP 12-2 20 DISHWASHER 20 AMP 12-2 cM CO ALARM 21 22 GARB DISP 20 AMP 12-2 $p SMOKE DETECTOR 23 24 WATER HEATER 25 AMP 10-2 CLG LIGHT 25 BOILER (7) 20 AMP 12-2 26 r- STRIP LIGHT 27 28 29 30 OTV TV JACK 31 32 ® PHONEJACK 33 34 O JUNCTION BOX 35 36 PULL-CHAIN LIGHT 37 38 RECESSED LIGHT 39 40 1)WASHER,DRYER,AND WATER HEATER INSTALLED IN BASEMENT&WIRED BY OTHERS-BASEMENT MODELS 2)MICROWAVE,GARBAGE DISPOSAL, DISHWASHER&WHIRPOOL CIRCUITS ARE OPTIONAL 3)RANGE AND DRYER CIRCUITS SHALL BE 20 AMP/12-2 IF GAS 4)DRYER AND RANGE RECERS OPTIONAL DEPENDING ON APPLIANCE TYPE 5)SELF CLEANING ELECTRIC RANGES WIRED PER MANUFACTURER'S INSTALLTION INSTRUCTIONS 6)SEE PAGE"N1"FOR ELECTRICAL NOTES&SYMBOL LEGEND 7)BOILER INSTALLED&WIRED IN FIELD BY OTHERS 8)PRE-WIRED BASEMENT SMOKE DETECTOR PROVIDED BY FACTORY AND MOUNTED BETWEEN FLOOR JOISTS 9)ONE AUTO SETBACK T-STAT SHALL BE PROVIDED PER DWELLING UNIT. THERMOSTAT SHALL COMPLY WITH ECCCNYS. r iEo� : i v Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 6/11/04 (4) C171304 PANEL BOX E2 CUSTOMER: HOLZER DRAWN BY: CS / GS CAPE SCHEDULE FACTORY SUPPLIED/FIELD INSTALLED RIDGE VENT (16 31/LF) SEE DETAIL"C" (OPT)18"X 24"GABLE VENT I FIELD INSTALLED R-38 FG INSULATION W/KRAFT PAPER VB I I I I TRUSS SPACING=24"OC @ 45 ESE GSL AND WIND UP TO 100 MPH, ---� 16"OC @ 65 PSF GSL OR 110&120 MPH WIND ZONES SEE DETAIL"B" (SEE CALCULATION MANUAL FOR SPECIFIC TRUSS DRAWINGS) ^ SEE PAGE S2A FOR FIELD CONNECTIONS. 20 YEAR FIBERGLASS SHINGLES OVER PLY-DRY ROOFING PAPER 2X6 COLLAR TIE (ALT:15#FELT)ICE PROTECTION SHALL EXTEND FROM THE EAVE'S @ EACH RAFTER EDGE TO A PONT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING(SEE R905.2.7.1) 12 1/2"OSB SHEATHING(32/16 SPAN INDEX) HINGED 2X4 KNEE WALL 12 R-30 FG W/KRAFT PAPER VB(KNEE WALLS, SPACE ABOVE COLLAR TIES SLOPED RAFTER, AND GABLE END WALLS INSULATED IN FIELD BY OTHERS PER MECH CHECK ANALYSIS) SEE DETAIL"A" SEE DETAIL"D" MAX) 26 GA X 1 UPLIFT ALUMINUM DRIP EDGE 27" (MAX) STRAPS PERER PAGE Sib 18"(MIN) - -- �� 2X6 FASCIA W/ALUMINUM FINISHED FASCIA 2X10 @ 16'OR 24"OC ALT:9 1/2"OPEN JOIST 2000 SPACED PER TRUSS DESIGN PERFORATED VINYL SOFFIT(3.44 SI/LF) B 5/8"THK X 2"WIDE PLYWOOD COMP 512"GYPSUM(STD) 1/2"HIGH DENSITY GYP(OPT) 26 GA X 1 1/2'UPLIFT STRAPS PER PAGE S79 UP TO 13'-8"WIDTHS STRIP(TYP-BEARING WALLS) STEEL JOIST HANGER(TYP) SINGLE 2X6 SPF STUD GRADE TOP PLATE PER FASTENING SCHEDULE(PG S19) 2X4 @ 16'OC. STUDS STRAPPED TO DBL TOP PLATE REO'D IF TRUSSES DO NOT ALIGN W/STUDS 12"FIXED OVERHANG REO'D FOR ROOF AND FLOOR BEAMS W/26 GA STRAPS. SEE NOTE 2 F- MODULE WIDTHS OVER 13'-8" FASTENING PER FASTENING SCHEDULE. - O R-19 FG W/KRAFT PAPER VB(R-21 FG W/VB OPTIONAL) 12'FOLDING OVERHANG OPTIONAL FOR 1/8"STRUCTURAL SHEATHING @ m _ 2X6 SPF STUD GRADE @ 24"OC(16'OC @ 110&120 MPH WIND ZONES) 13'-8"TO 15'-9"MODULE WIDTHS1/2"GYPSUM EACH MARRIAGE WALL(NY UNITS ONLY) io 00 7116"OSB SHEATHING(ALT:112"PLYWOOD) 13 8 23/32"T&G OSB STURDI FLOOR(24'OC) AIR INFILTRATION BARRIER INSTALLED OVER SHEATHING 2x10 @ 16"OC:12'-7"TO 15-9"MODULES ALT:23/32'T&G OSB PLYWOOD(24"OC) VINYL SIDING ATTACHED TO SHEATHING 2X8 @ 1OC:10'-O"TO 12'-6"MODULES STEEL JOIST HANGER(TYP) 6" PER FASTENING SCHEDULE PLYWOOD OR LAPPED CEDAR SIDING OPTIONAL DBL 2X8 SPF#2 PERIM(12'-6"MODULES AND LESS) DBL 2X10 SPF#2 PERIM(12'-7"MODULES AND LARGER) CONTINUOUS 2X10(BY OTHERS) BASEMENT WALLS INSULATED (6)2X10 CENTER BEAM BOLTED @ 6'OC IN FIELD BY OTHERS(R-10 MIN) W/1/2"THROUGH BOLTS IN FIELD. ALL SPLICES SUPPORTED. 2X8 PRESSURE TREATED SILL PLATE (PROVIDED&INSTALLED BY OTHERS) FOUNDATION WALL 4"STEEL COLUMN-SEE FOUNDATION (PROVIDED&INSTALLED BY OTHERS) PLAN FOR SPACING(PROVIDED BY OTHERS) x MIN COLUMN CAPACITY=14,000# MARRIAGE WALLS FIRESTOPPED IN FIELD BY OTHERS DURING INSTALLATION THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET Ct a ARE DERIVED FROM AND CONSISTENT WITH THE PLANS A CROSS SECTION A AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, �SCALE: 1/4" = 1'- 0" BOTH ON FILE WITH THE DIVISION Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 6/11/04 (4) C171304 CROSS S1 CUSTOMER: HOLZER DRAWN BY: CS / GS I CAPE SECTION 4'-0- 9/12& 12/12 PITCHES: FIELD INSTALLED SIMPSON H6 HURRICANE ANCHOR OR EQUAL(720#ALLOWABLE) DECKING FIELD FASTENED WITH 1 (13).131X3" (10d)NAILS INTO EACH CHORD BOTTOM CHORD 26 GA X 1 112"UPLIFT STRAPS PER PAGE Sib A DETAIL "A" FIELD FASTEN PLATES TOGETHER WITH (5)A 31 X 3"(10d)NAILS PER TRUSS BAY COVER JOINT WITH 26 GA X 1 1/2"STRAPS. FIELD FASTEN INTO EACH END WITH(7)15 GA X 1-STAPLES OR(6).120 X 1 1Q NAILS. ALT.COVER JOINT WITH ROOF SHEATHING AND FIELD FASTEN INTO EACH CHORD WITH(9)16 GA X 1"STAPLES PER SIDE OF JOINT. D DETAIL "D" S2 SCALE = 3" = 1'— 0" FASTEN COLLAR TIE TO CHORD WITH (14).131 X 3"(10d)NAILS OR(10)Re X 3"SCREWS B DETAIL U THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, BOTH ON FILE WITH THE DIVISION COVER JOINT WITH 26 GA X 1 1/2"STRAPS. FIELD FASTEN INTO EACH RAFTER WITH(7) 15 GA X 1"STAPLES OR(6).120 X 1 1/2"NAILS INEt to FIELD FASTEN PLATES TOGETHER WITHS (5).131 X3'(10tl)NAILS PER TRUSS BAY y C DETAIL "C" D� S 2 SCALE = 3/4" - 1'— 0" Integrity Building Systems, Inc, DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 6/11/04 (4) C171304 SECTION S2 CUSTOMER: HOLZER I DRAWN BY: CS / GS CAPE DETAILS 7/16'OSB SHEATHING SHALL BE CONTINUOUS OVER BOTTOM PLATE I FLOOR PERIMETER SEAM FASTEN BOTTOM EDGE OF SHEATHING W I IOD NAILS @ S'OC (ALT:1 112'X 12"26 GA STRAPS W I(8)15 GA X 1'STAPLES PER END @ EACH STUD) AT 110&120 MPH WIND ZONES USE 20 ga.GALV PLATES WITH(24).128 X 3'(10tl)NAILS PER PLATE-(12)INTO SILL 8(12)INTO PERIMETER. RANCHES&CAPES-USE(3)PLATES PER BOX,(6)TOTAL PER END WALL EQUALLY SPACED ALONG END WALLS. PLATES SHALL BE SPACED @ 60"OC ALONG SIDE WALLS.(BY OTHERS) TWO-STORY UNITS-USE PLATES SPACED @ 36'OC ALONG END WALLS AND 60'OC ALONG SILL PLATE(BY OTHERS) SIDE WALLS(BY OTHERS) FOUNDATION WALL (BY OTHERS) (y) MODULE—TO—SILL PLATE S3SCALE = 3/8" — 1' 0" THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS (i)SIMPSON He @EACH TRUSS INSTALLED AND SPECIFICATIONS ASSOCIATED WITH APPROVAL M009-03-021 AND ITS CONDITIONAL APPROVAL LETTER, TO4CHORDTOO TOP BEFORE EXTERIOR SHEATHING BOTH ON FILE 'NTH THE DIVISION PILS @HORD B TRUSS TO SIDEWALL C, NEW y S 3 SCALE = 3/8.. - 0.. rn. 0 a� r 9 1I (% 73 .. r. a Integrity Building Systems, Inc. DEALER: FUTURE SURROUNDINGS DATE: 2/9/04 REV: 6/11/04 (4) C171304 SECTION CUSTOMER: HOLZER DRAWN BY: CS GS CAPE DETAILS S3 I I t I N �1i I r IN 01 rrr 4 r 7-f ...,._.,�.....__._. ._rte: ---Z - .•� �d lrw �� // r./ I _ r. SIS ( ,.� 9�. 021A / {j . 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MIAX"D PIRLIC110N AT 120 MPN DMOM WIMD SF"DM I SJTjapoMT I • MMi}t�rMM,raWrS,�.tlYPLQiii.F:1;1111�a-e�''wp�i�ji'MEM!9�!�'WD+oY.dllisniNM��'wi - . . roMu�uTrusWDN s x ry,N lM IMants � r r � rl�1MPQi P a >tle�:MMra+wrrse;hh+a�tn 0w — ""' " is 't u of 46, So n &4 % Nn ePM14 a4/I CA Iii S iZI, 40110 1Q 11.1 01 : Ol '0'; 0.+ ' 0.1 '1.1 � i.i - RRI 3,4 CA 0.2 03 0.0 1.0 Teilltl SS - , 1e« Id - "A1 d.i 03 0.0 09 SWAM 111yMCtnlNT-r0II0M —_ T n I Window and gis"pr*mWq ohs 11 anto ASTME and ASTM$1 parNta ��rurtu tehW d L ` ehArodqct , cak Orexeeedthe lhel,ulrtaticetsOfNew Varl!'' -1MD,,;w State Building Code, 11 � i nye sane J ' Seb aPd'$tmpsDd StrD n t, r* G o far detgilP i t i 1M'T1Y . ` use :2rt(�`Cd.A • , TOP YIaWAt P-09TMPSWO Ciba PdW'pim1, �rhw6b� . � _• mwrM Tri " ` � , , � n ll�a`PJF�� •" .. 1 laa r S!!1 . PIM 0 Onto L,�I ��H' �y J�YYff�� C I , ./JA•B�/(f..aL_. ., r { V P D [ib8i�1(4?_'9' nPfroln� y , �t Pdf7TtlPfhbB �l �rlm . M!!1 J OOQ psi aoretdt �Cpwwdr Pln¢FPi'�et c Af 11"k SOAK + rK I >att, alia}thr bol�S, , it,tr p'.. 00 ,dn 1t be i retnants {m ,oi! 1A4 r a— �� CI ,& }.� Abu ��y� TT ;BpOC � +�tA4a 8U4 tt � +n , lJ`v-s:t.1.G. M� JIM'" 'Wt11S� Mtn cpmp tqd wiEh�p�TTac4 WFCM rpscn tiva deft a e.t1 rv � # nmaNnrrla'v� tlk# ?�a f s, - 4 �" 1 t�' Y s�i�- 4'• �� v I i I SE co �hh- n/ (J.. AC 4, �w i }' �� , f it T ��', r Y 77 I7! lul�L �� :�, s:..,5 �ae — essay:ad° oM'ss �.xr.; =,rc;,a;,rar T1aaa _ VA TWN XA + V 4' gfgi ,. j�' lJ 1UAEW , � Applicant/ Date- Owners Name:, Reviewed: !o Architect/ Date Cnguteer: -c_ Submitted: SCTM #: District: 1,000 Section: 97 131ock: 3 Lot: /Q. Project Subdivision Location: 33 FS'S %;�,� -� ,� Name: r 5i le& separate Required certification: (Yes/ o / Zoning Districl:IQ ILot size: L/D CP" Aoual:/ 73 1 (Lot coverage Proposed e/ 1 Rcq, Req. r i Req. / (f=ront Yud _Proposed: "1 1 (Side Yard Proposed: `'�~ 1 (Rear Yard I'roiwscd ✓ 3s' Project Description: AGENC3UE-RhM m't . MUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health-Dept. Now York State. D. E.C. Town Thatees Town Zoning Board approval: Town Planning Board approval. Flood Plane Elevation??? Flood Zone: DEMO An