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30807-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30932 Date: 05/24/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1125 STERLING RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 104 Block 1 Lot 26 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 17, 2004 pursuant to which Building Permit No- 30807-Z dated NOVEMBER 30, 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 ONE FAMILY DWELLING WITH COVERED ENTRY AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to BETH A PIKE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0171 05/19/05 ELECTRICAL CERTIFICATE NO. 2043689 05/18/05 PLUMBERS CERTIFICATION DATED 05/18/05 K & K PLUMBING & HEATING uthorize Signature Rev. 1/81 Form No.6 TORN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be tilled in by typewriter or ink and subnutted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property fines, 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 Underwriter. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I oo 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 sun ey of propeny showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application arid consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees ( 1. Certificate of Occupancy - New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Ceniticate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. 'rentporury Certificate of Occupancy- Residential $15.00, Commercial$15.00 / Date. MAY 19 , Zz,66 New Construction: V Ofd or Pre-existing Building: (check one) Location of Property: /a� _ �rE2UN(� /2O�Q eUT�� C House No. Street Hanilet Owner or Owners of Propem: /�ETrf 1531,11-- Suffolk County Tax slap No 1000, Section_ � _Block Lot ab Subdivision Filed Map. n � Lot: Permit No. 30007 Z Date of Perm t. AIN 50, Applicant: gFTH I'KE Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Ceniticate_ Final Certificate: (check one) Fee Submitted: $ Cio 3c) (73 (,e c—, c/ -� "Appli gnature 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. 30807 Z Date NOVEMBER 30 , 2004 Permission is hereby granted to : B LARSON (PIKE) 46 OLD S COUNTRY RD BROOKHAVEN, NY 11719 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR at premises located at 1125 STERLING RD CUTCHOGUE County Tax Map No. 473889 Section 104 Block 0001 Lot No_ 026 pursuant to application dated NOVEMBER 17 , 2004 and approved by the Building Inspector to expire on MAY 30 , 2006 . Fee $ 578 . 60 A Authorized Signature ORIGINAL Rev. 5%81/02 o �n�rr�n��n�n�s�rn�J(sus`.nnn��n�rnJt��rr�nu�r��nu�rs��n��nn��rn�nrn�n�.nrs�nsrs(s��nrs�n�n����.rrr�nrsrr�nr� ��07+ C BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 �5 40 FULTON STREET — NEW YORK, NY 10038 CCCS 5 CERTIFIES THAT �S Upon the application of upon premises owned by B. PIKE B. PIKE 5 5 P.O.BOX 907 1125 STERING ROAD 5 C5 MATTITUCK, NY 11952 CUTCHOGUE, NY 11935 5 Located at 1125 STERING ROAD CUTCHOGUE, NY 11935 Application Number: 2043689 Certificate Number: 20436895 Section: Block: Lot: Building Permit: BDC: ns11 5 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 5 Basement, First Floor, Second Floor, Attached Garage, Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 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 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 rj 18th May, 2005. �5 Name QTY Rate Rating Circuit Type 5 5 fj Alarm and Emergency Equipment rj Sensor 2 0 Carbon Monoxide 5 SSensor 7 0 Smoke 5 5 Appliances and Accessories 5 Air Conditioner 1 0 36.000 BTU 5 Dish Washer 1 0 1.2 KW 5 5 Oven 1 0 7.2 KW 5 Exhaust Fan 3 0 F.H.P. 5 5 Pump Motor 1 0 1 H.P. 5 Furnace 1 0 Oil 5 SWiring and Devices 5 Outlet 52 0 Fixture C5 5 Fixture 52 0 Incandescent CJ 5 5 Outlet 71 0 General Purpose 5 Receptacle 41 0 General Purpose lj 5 Switch 59 0 General Purpose S 5 Disconnect 1 0 60 amp Air Conditioner se2i L5 5 Receptacle 1 0 20 amp Laundry Continued on Next Page 1 of 2 S 5 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 17 �s cP�r?J�rJ�rJr�rPr�cnrnrrrJcn�ftJ?rcn�nr� rr�rlrJrnrJ�rnrP cn�nrrur!nrlrJ�rrr� rJrJrn�nrJItJi2nrJ�rJcn rJrn CI oPCn�nrr�n�n��l�PPrsLn��LrL3 rsr_nss nns !n �o+ 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY e� 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 B. PIKE B. PIKE 5 5 P.O.BOX 907 1125 STERING ROAD 5 5 MATTITUCK, NY 11952 5 CUTCHOGUE, NY 11935 55 eee5 Located at 1125 STERING ROAD CUTCHOGUE, NY 119:355 rS Application Number: 2043689 Certificate Number: 2043689 c7 Section: Block: Lot: Building Permit: BDC: ns11 �5 5 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 5 Basement, First Floor, Second Floor, Attached Garage,Outside, �5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 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 18th May,2005. 5 5 5 Name QTY Rate Rating Circuit Type Receptacle l 0 30 amp Dryer �5 5 Paddle Fan 5 0 5 5 Receptacle 8 0 GFCI rj 5 Service 5 5 5 I Phase 3 W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb 5 Meters: I 5 5 5 5 5 5 5 s`a/ 5 5 2 or 2 S 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 5 o �� L�L������s��s����������� v �o 0 Town Hall,53095 Main Road O Fax(631)765-9502 P.O. Box 1179 yl � Telephone(631)765-1802 Southold,New York 11971-0959 . r- 1 fo BUILDING DEPARTMENT !s TOWN OF SOUTHOLD CERTIFICATION Jf Date: a 0 S Building Permit No. 10507 —Z Owner: gErw- ��KE (Please print) t �3 �l_P Plumber:1 -/� e J21 L, r, 9 /7�eA (Please pri t I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this -' day o fYYI�, 20P r LINDA J COOPER NOTARY PUBLIC,State of New York Notary Public, County NO.01C04822563,Suffolk County Term Expires Dwembar 31,2 y LAWRENCE M. TUTHILL t= '•.- PROFESSIONAL ENGINEER •'�.( - I P.O. BOX 162 ZIi7 tr GREENPORT, N.Y. 11944 (631) 477-1652 May 19, 2005 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Residence Beth Pike Sterling Road Cutchogue, NY 11935 Permit # 30807 9 To Whom It May Concern: I have reviewed the plans, inspected the strapping, sheathing and framing of the above mentioned residence and found that its meets the structural requirements of the New York State Building Code and the Southold Town Building Code with reference to wind-borne debris regions for a partially enclosed building. Sincerely, /r W y / . Lawrence M. Tuthill, P.E. r 09 W 03225/1 ��' a 3agG � z 76S•1802 T-r ' BUILDING DEPT. ��+�`" '' INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING KFINAL 112,e : [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 (631) 477-1652 February 15 , 2005 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Residence Beth Pike Stirling Road Cutchogue, NY 11935 Permit # 30807 9 To Whom It May Concern: I have inspected the above mentioned residence with respect to the waterproofing of the foundation and the strapping and note that the work performed has been done in accordance with the requirements of the New York State Building Code and the Southold Town Building Code. Sincerely, c� E OF NEW)'o' ;GE 7, �9f Lawrence M. Tuthill, P.E. CM �\�Q czzzs4-1 G . P9OFESSWA PERMU Applicant/ Date Owners Name: 3 - ,- ( >� /�T Reviewed: _/r io Architect/ Date Cngineer: 13 To ,r. Submitted SCTM M: gis[rict: I Mo Section: /J 1310ck: � Lor off• Projcu Subdivision Location: Name: $inglc R separate Required c certlrtcation: fyts %Quin@ Dislrlel:K`f 0O 11A size ,_ r11(1) Actual: /6J 1 (l.ol coverage Req. r / Req. Jt / Req. - [rronl Yard) Proposed: - I [Side Yard proposed: i•/ 1 [Rar Yard . Prolnsed 1 3�' ✓ Project Description: 1yI d All- Q) C=A- 1 vA A-f 0' AGENCIUKR CEM Permit RFO111RIiDFORREVIEW N.A. NO YES Number Suffolk County Health-Dept. WV-o4-v/7/ Now York State. D. E.C. ✓ _ Town Truster Town Zoning Board approval: Town Planning Board approval: lj Flood Plane Elevation M Flood Zone: �iG1 a yl /6 Nntesa � . ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone I IB For: Per: I& 4 C Dated: DESIGN CODE . DESIGN CODE SUBSYSTEM AREA ecu„ <`U" UA UA Exterior walls 20020 0, 1189 0.14 2Y7. Lf/ 291 . 20 Ceiling Roof . 103-3 0 , 03 0.031 J 0 . 9P 3 2. 0 a Floor Over Unheated Space ! o 3 3 U,0 S 0.05 (o J✓!. L 7 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: L 3 �. S 3 7 / , Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment, HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 ,< `�F / 9 r To the best of my knowledge, belief, & professional judgement, these plans are in compliance with-the code. DOFF sto% io j�� 0 y Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/17/04 Receipt#: 2007 Transaction(s): Subtotal 1 Septic Permit - Construct- Resid. $10.00 Check#: 2007 Total Paid: $10.00 Name: Pike, Beth A Po Box 907 Mattituck, NY 11952 Clerk ID: LBOHN Internal ID: 101766 • T Lbommonwealth Land Title Insurance Company 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 U LandAmerica Commonwealth CONFIRMATION Title No: RH04301983 Sales Rep: Lisa Fox Applicant: Olsen & Olsen, LLP Order Type: Purchase/Resale Date of Application: October 13, 2004 Attorney for Buyer/Borrower Gary Flanner Olsen, Esq. Olsen & Olsen, LLP Main Road P.O. Box 706 Cutchogue, NY 11935 Phone: (631)734-7666 Fax: (631) 734-7712 Attorney for Seller Robert P. Clemente, Esq. 1150 Portion Road Suite 9 Holtsville, NY 11742 Phone: (631) 696-6200 Fax: (631) 696-0052 Purchaser: Beth Pike Record Owner (per applicant) : Ellen L. Horn and Glenn E. Larson, as heirs of the Estate of Belle Larson, deceased Premises: NY District: 1000, Section: 104.00, Block: 01.00, Lot(s): 026.000 County of: Suffolk T/O Southampton NY District: 1000, Section: 138.00, Block: 02.00, Lot(s): 025.000 County of: Suffolk T/O Southold TRANSACTION: Fee Policy Fee Liability: $330,000.00 Premium: $1,776.00 Survey Instructions and/or Additional Searches Ordered: Certificate of Occupancy, Bankruptcy Search, Confirmation Page 1 of 2 . i Commonwealth Land Title Insurance Company File No: RH04301983 185 Old Country Road, Suite 2 Riverhead, NY 11901 Phone: (631) 727-7760 Fax: (631) 727-7818 LandAmer'Ica Commonwealth SINGLE AND SEPARATE SEARCH TITLE NO: RH04301983 Effective Date: September 7, 2004 COMMONWEALTH LAND TITLE INSURANCE COMPANY DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD AND Olsen &Olsen, LLP Main Road P.O. Box 706 Cutchogue, NY 11935 THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and property adjacent thereto on all sides from 06/27/72 to date to ascertain the fee chain of title respecting the premises described herein and the property adjacent thereto and has found only the returns as set forth herein on the following pages as they bear on record title; and Certifies that the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein. This Company's liability is limited to Twenty-five Thousand ($25,000.00) Dollars. NO policy of insurance is to be issued hereunder. Premises: NY District: 1000, Section: 104.00, Block: 01.00, Lot(s): 026.000 County of: Suffolk T/O Southampton Commonwealth Land Title Insurance Company (28��BY: `— Robert Gaffga j Vice President Title Number: RH04301983 Dated: September 7, 2004 Single and Separate Search Page 1 of 6 I File No: RH04301983 CHAIN OF TITLE FOR SUBJECT PREMISES Chain Of Title For Adjacent Premises District: 1000 Section: 104.00 Block: 01.00 Lot: 026.000 t Grantor: Alma Watts Grantee: Belle Larson Dated: 6/27/1972 Recorded: 06/29/72 Liber: 7188 Page 14 Belle A. Larson died 08/05/94 (1749 P 94) Letters Testamentary issued to Ellen L. Horn and Glen E. Larson 05/10/95 LAST DEED OF RECORD Chain Of Title For Adjacent Premises North Commonwealth Land Title Insurance ompany Subscribed and Sworn to this 18th day of October, BY: `� + ' 2004. Robert Gaffga — Vice President Notary Public .. '�"m'"fiiNEd.t'60 'rrJt3(Y NyU11G,SM.�iE CS htlW(GfK Single and Separate Search Na Oi-i4a:dud :mr..is5i0. E 0iree 12r..7 ,. 200-5 . j t File No: RH04301983 Chain Of Title For Adjacent Premises North District: 1000 Section: 104.00 Block: 01.00 Lot: 030.000 Grantor: Alma Watts Grantee: Charles C. Watts, Jr. Dated: 6/27/1972 Recorded: 09/29/72 Liber: 7188 Page 11 Charles C. Watts died 04/17/02 gives all to Blanche E. Watts wife by index # 1045P 2002. LAST DEED OF RECORD Commonwealth Land Title Insuran �Zompany Subscribed and Sworn to this 18th day of October, BY: 2004. Robert Gaffga Vice President Notary Public '�'. ._,�N, it N.", Sino and Separate Search ",Gryr„�iq Sia: o n'W•"'!Vz 9 p fva.Oi•Ki.y.,z,J t]ualiP.ed in SUPS<s+�q(�r :ngr0:55iJq EK?if@S i�0;.J i ��S . T 1 File No: RH04301983 Chain Of Title For Adjacent Premises South STERLING ROAD Commonwealth Land Title Insurane Company Subscribed and Sworn to this 18th day of October, i By: 1 2004. Robert Gaffga y ✓ Vice President / Notary PublIic` f4otary YumiC,Sa,a c anw Tc�k Single and Separate Search Na.Or.,gyso..,.p l�uaiihed.r.cur;>.-orr2. vamrtisSiPa 6(otres��tK.31..-��--p G File No: RH04301983 Chain Of Title For Adjacent Premises East HORTON ROAD Commonweal .Laa/nd Title Insura e Company Subscribed and Sworn to C/S'�4'� J /` this 18th day of October, BY: feC'l J 2004. Robert Gaffga i Vice President J Notary Public _ Single and Separate Search "'tare .0"C S U. Q,12flhetl in Spn�n.� d . 'mmi55iol E:Wir.F:ter.., LC!5 File No: RH04301983 Chain Of Title For Adjacent Premises West District: 1000 Section: 104.00 Block: 01.00 Lot: 027.000 Grantor: Raymond J. Rabbitt and Amelda M. Rabbitt, his wife Grantee: Edward J. McGarry, Jr. Dated: 07/26/69 Recorded: 07/31/69 Liber: 6595 Page 386 LAST DEED OF RECORD Commonwealth Land Title Insuran e�ompany Subscribed and Sworn to this 18th day of October, BY: �— 2004. Ro b ert Gaffga Vice President Notary Public Sin le and Separate Search qati5e� , a°-7 > 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ` - �- [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Z C_ 0 . DATE Z3 -,2-OOS'INSPECTOR /V2G D go 7 2- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /�-Kew JIF�cQ� xyj DATE/ �� o� INSPECTOR" 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3 _ - S INSPECTOR // ' /'✓Z�'� o soo TO -7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: A4:,In DATE 3 os INSPECTOR - 30yo '7 Z -- - - - )2 DEPT. ;TION c:N— ROUGH PLBG. v INSULATION FINAL FIRE SAFETY INSPECTION REMARKS: CLA� , DATE —' 7� �S INSPECTOR 30 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE /OL °27� 0 INSPECTOR ✓s" " - � FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) r - -- - _ -3 x ------------------------------- _ r- FOUNDATION (2ND) -- -- - _--- -- m z o'er _ q� f U ROUGH FRAMING& J\ PLUMBING en l 2 � _ x r INSULATION PER N.Y. - - STATE ENERGY CODE rl- QS- Alga Ad FINAL arlp s3 G. ADDITIONAL COMMENTS (� �� --- Z o �m m 1 m r x I � om TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS r BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health✓ SOUTHOLD, NY 11971 4 sets of Building Plans✓ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502r� �,� Survey ✓ www. northfork.net/Southold/ PERMIT NO. ScVV 7 Check / Septic Form N.Y.S.D.E.C. 'n Trustees Examined, 2007 Contact: Approved 1 t 1 3a "o, Mail to: Disapproved a c 7 [ Phone:_ Expiration BuildingInspector APPLICATION FOR BUILDING PERMIT Date l I � , 2004- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit 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. £. 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. �/D--(C�/, (&0 applicant or name,if a corporation) ,Ab (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OLfJne-l2 nf�,� Name of owner of premises &-rh fq r �( , (As Tn the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 76 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propo ed w k will a done l�� S+e 0-1 t'nG � r �1 �{ �, I l S House Number Street ` t Hamlet County Tax Map No. 1000 Section I U—I Block •tae 10W Lot Subdivision Filed Map W."'`' Wa In 04 _ t (Name) r,: . L.' (Q1S .P� , ztns.tr3lXhiUi�!". 2. State existing use and occupancy of premises and int/ended use an occupancy of proposed construction: I/A a. Existing use and occupancy CJQ ot t i-A n b. Intended use and occupancy Plewnclyv JOE s lyj- 3. Nature of work (check which applicable): New Building x Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Q'14Q D00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2-- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front -$ Rear Depth Height Number of Stories -Pr Dimensions of same structure with alterations or additions: Front Rear Depth Height /� Number of Stories 8. Dimensions of entire new construction: Front &t �i 1 )0i!;9 /1&pth Height Number of Stories 2 9. Size of lot: Front fco t Rear 10(v //Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO�C 13. Will lot be re-graded? YES_/�A,N'O_AWill excess fill be removed from premises? YES,NO 14. Names of Owner of premises &T Vq• YI�L Address P6 hone No.63/-7 V4 S-92 Name of Architect Address Pho e No Name of ContractorAddr�ss ! e No. &, 3!-7 'b ((Kii�r►► Yl 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * 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 OSS u-� l� &'h 1q, 0 yj being duly sworn, deposes and says tha((s) a is the applicant (Name of individual signing contract)above named, (S)He na�w the &U -e (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 t o before me thi ay of Nc-eft1beY 200`1 Notary"tic Signature of Applicant ��n7�127�VAN ik Gmb August! 207 SURVEY OF PART OF PLOT 125 & PART OF LOT 114 MAP OF NASSAU FARMS SITUATE AT PECONIC � TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.0 T M. DIST. 1000 SEC. 104 SLK. 01 LOT 26 DIST 1000 SEC. 138 BLK 02 LOT 25 - I 15 8 0 15 30 45 60 75 90 105 120 135 SCALEI"=30' DATE' OCTOBER 26, 2004 (( - LY OF METESBER 7&88 PAGDS14ERE ON FOR PARCELS AREAS SETFORTH IN �ANDNP�W vs ED y1pUBLIOWPIER \ CERTIFIED TO.BETH PIKE OMMNWEALTH LAND TITLE INSURANCE CO. I IMPROVED 9ER 1p000 ' ' 1469 i$ c MpN \ E N aim pEl'19J p�bP mPtEp P p0, JOB 110. 2004-487 MAP NO. 1179 - O FILED-MARCH 28, 1935 \m \ \ REVISIONS' ,t,;OK NEW y PARCEL i .�„�n. UO O ! �A n 0 Y o TEST HOLE EL. = 18 8' o9a� o '- ORGANIC MATTER - a 5 � \ - _ 05' GLAND SOS � `9', �-• SANDY LOAM T r o 5 LICENSE NO. 050363 �2 z 35' S T -7- PALE BROWN FINE TO LTEL: S ON SURVEYING moo o \ \, S MEDIUM SAND& GRAVEL 46 NORTH ROAD �`� MPTON BAYS, NEW YDRK 11946 viper s RG90 )-723-1954-FAX'(631J-723-1329` m'n�mA m��m \ q0.0 X ANO 15' EL =3.8' MARTIN D. HAND L.S ip�.� �� p$ � DWE �s WATER IN PALE BROWN FINE TO MEDIUM SAND T �^' OT AREA: L 19'AND GRAVEL ! oo\, z - OEEE £ PARCEL 1. 18,163 SQ FL =0.417 ACRE ONp HANDS ON SURVEYING 10/25/2004 PARCEL 2: UPLAND AREA:36 SQ.FT ttwESE ELEVATIONS HEREON REFER TO APPROX. MSL DATUMAND \ \ ENCEwFEOCE.' ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS Pa (4, Pos�aa VO SURFACE WATER EVIDENT WITHIN 300'OF PARCEL 1 ° E \ \A0 aV - 0 a N E o IaF�:'� h �B E Mr'WEEE 100' 0' cp is p W 1 a _ S g5g°4850 JbOEas It is the appflccri" 3 ¢c ' T iyiieJ to PARCEL _I I inialn xOequc'Lr.- Eu1sco,hai een all 1AM- i' _nuWy arid SM40 MON u1 �'✓- 4�s �r 1 disposal 4aoili63s. 1 vN� o z_ z C 'A45A3 n a ROP N 78°36'5 sn `I - m S 0.8,50"W 1 m Eg-49'5 IM m N 07°5=� ( ,�� •R I��L t" IMPROVED WELL IN FRONT YARD _o S SANITARY REAR YARD M 1196, �7• m y . _ EXACT LOC. UNKNOWN �i g 78°3651 W m .= SHOWN 4.00 L PDS R MP`cj 1,0 0N MOWN - E%�C1 L ILD.Er s.r'.-Elz ii�EcvLPw, ,.uv:3Afl0v.'. FlOVA. "" -- — S.0 D.H.S. ENDORSEMENTS LAND MOW OR FORMERL Y OF CHARLES C. WA7TS Jr. -�1 _ D LOTAREA:PA cavc w<oN _ _ N 6969°48-_'-. -f0�00'- _ N 6925.05- 112jE „� M A 1.' 18163 SQ.FT. " THOvT ABANDONMENT OF .1OF 0417ACRE NORTON AG RO j OF CLEAMNr' � A WWA v RVEY OF PART OFPLO to T 125 MAP OF O NAS F mz " - TT c SSA Z ^' 23.3' VI v AMS 21.0 UA TEAT P GARAGE Q p' o I TOWN OF SOUTHOLD I cr sc YS Z Rt SUFFOLK COUNTY, NEW YORK S.C.T.MD/ST. 1000 N O SEC. 104BLK01LOT?6 2r.r 35.8' 0 15 FRAAE SCALE: 1'=30' 45 60 75 90 105 n, DWECLMO ° 120 135 METES DATE;OCTOBER 26, 2004 &BOUNDS HERE ON PARCELS corFReo FOR LIBER 7188 PAGE 14 Q AREAS SETF ORTH IN CERTIFIED TO.BETHP/KE TH NWEAL LAND T/TLE INSURANCE CO. at /,. QY'N / { � 69048'50'W f00,00'r � % { S 69°4850•W 25.05' J OB NO. MAP N0. 12179 87 FILED:MARCH 26, 1935 uas REVISIONS ADD ROAD ABAN� �N1�U1iD4FOUNDATIONLOS TERLIYGROAD FINAL SURVEY 4129,M 0 T 'P NYra + J UCENSE N0, D50363 HANDS ON SURVEYING HAMPiroNAYB i 4 ROAD S, NEW YORK ' TEL.(631}723.19u (631 7231328 L4ND NOW OR FORMERLYOF CHARLES C. WATTS Jr. IMPROVED SERVICED BYPUBLIC WATER cavc.Mar. N 69°4850°E 100.00' ' N 99°48'S0'E T ?9.71 - _ _ I 25.05' LOT AREA; ELr961 /% PARCEL J: 18,163 S ELEQ F77. VATIONS HEREON REFER 0-APPROX. CRE ARE THERE SU ROX. q POjT MREFENCf Z / NO SURFACE LTOF�yDENTIELDMEAS REMENTSMSL DA MAND ll�IP14U1E01 vl v; !ice WATER z '— c r i;i WITHIV 300 OF PARCEL 1 AddD �wanwswa�m z �V% j: s '�r°R +"°°mime m ` . oFz 23.31 " _wase R<1;ujo oc 24.0• i'Ym "' � u.,,« w �M°Mi' WW G aS 31. oA 1 < Trl 21.r -n a CONCRETE FOUNDATION Q WRL 76 f' T CERTIFIED TO:BETH PIKE z COMMN m WEALTH(AND TITLE INSURANCE CO. i of FENCE 0 9'N F EL166, CONC.MCN. .-.���S�BRy¢FENCE_ S 69°48'50'W 100.00' JOB N0. S 69°4850'W 2004-487 GUY MRE 25.05' MAP NO. 1179 o FILED:MARCH 28 1935 REVISIONS.•ADD ROAD ABANDONMENT 11/01/2004 EOOEOFPAV, ` FOUNDATION ��• STE LA 65 i RL/NG RLOCATION 12"24/2004 � pq� ,a; . .� IMPROVED WELL AS SHOWN s SANITARYREAR YARD NYT6 EXACT LOC.UNKNOWN LICENSE N0. 050363 _ ocRs'q"R�ovr y HANDS ON SURVEYING UN�Nr qRD 4 OR ROAD HAMPTON BAYS NEW YORK TEL:(631J-723-1954946 MARTIN D. FAX(LS-723-1329 ' HAND RMERLY OF LOT AREA:PARCEL 1: 18,163 SQ.FT. =0.417 ACRE LAND NOW OR FO CHARLES C. WATTS Jr. -�„�-w j W!T HOUT ABANDONMENT Or 4,r2 OF HORTON ROAD 11 _ RECEIVED N69°48'50'E SUFFOLK COU` " 100 25.05' ,,; GG"c MON _ N 69°48'5.00' _ """°° O—= SURVEY 00 nrnwm>wr.w.nnrz C OPM"„M V in1M0 Nor'" N i®MnNW"�tNnm� ImANNG .,' FENCE ' roe.w°�mem"' ` CLE - fib JPATEG ,- T/QI �, µ PART OF PLOT 125 �� �, / Iro ,n,mnn.a.nna.° MAP OF NASSAU FARMS 1 ' " SITUATE AT ' ,,, � ` 0 PECONI C ul TOWN OF SOUTHOLD „•' a ' N SUFFOLK COUNTY, NEW YORK m 0Z ,�, 3.3 2+G r d,j �dd �j S.C.T.M. DIST 1000SEC. 104BLK. 01LOT26 )11.0 U 'I a L GARAGE R / _ m 15 8 0 15 30 45 60 75 90 105 120 135 1.T SCALE: 1"=30' DATE:OCTOBER 26, 2004 �; • i 8 o _. ' m METES 8 BOUNDS HERE ON FOR PARCELS ARE AS SETFORTH IN < �n : , LIBER 7188 PAGE 14 p�0 CERTIFIED TO:BETH PIKE d C0 E"`D COMMONWEALTH LAND TITLE INSURANCE CO. n POST ".�"' JOB N0. 2004487 69°48'50"W 100.00' ` S 69°48'50'W MAP NO. 1179 25.05' FILED:MARCH 28, 1935 o REVISIONS: �. ADD ROAD ABANDONMENT 11A01A74 ' FOUNDATION LOCATION 12124,04 �- LLeS FINAL SURVEY 4/2805 t/L .� EOGEOFPAVBAENf T STERLING ROAD a< Ntt LICENSE NO. 050363 HANDS ON SURVEYING 46 NORTH ROAD - HAMPTON BAYS, NEW YORK 11946 TEL(631}723-1954 A:(631 723-1329 MARTIN L Y 5TRUGTA]RAL'WOOp�?ANELS Fgi2 WIN D`BE]EN L%RISiPROTECTIbN' ��/F�� _. __-..GOR' IHEDWIE (MA><AAl1MMFAN fl00f FIE1GHF.y91' - - PRESSURE . DPENIHO PA0T6CRPN0 MPH,M1B GD '. - , tlLl'R ----"-"MULTIPLE SECTION ASSEM84Yi114" THICk SphTS '2'OG' - AREA WIND AREA ZONE O 1 E • DESIGN PRESSURE RAFiNG I / In A _ � 2 �. G4A, . T ', T'' � f„ ".#'.8 W4— F �5 d' x, 08 r/,og` pP S6 E- 45'C sz.# aP*! to 5Z. D P49 ALL uVINDQVIASTOB8EN WIGH PERFORMANCE ORAPPROVED ECIURL _ _ . , _ -- . _,1 � __ -_ MUST HAVE DP UPGR-D KIT fCALCULATiONS.FQRwINDON(S BASEDUPONEXPOSURE -_ - ..__- . - _. - , ' REQUIREMENT$RFIGIEN © 20 mph BASIC WIND SPEED ASPER ( MEETS NY STATEEGRESSSEE R 3012(�) NEW YORKSTATEBUILDING CODE FOR HABITABLE SRA_ �. r - CU LFOR PANEL$PANS:8<4'-0"WIRE SPAN - {{It_Fi_ r1G _--TABLE 1608.1.4. - I' t __ ,..-_1 ,. STOM GRI LES 3EE ELEVA'TIQNS23132'"APA SPAN•RATFO 48124SHEATHING GRADE PLYWOOD(OVERLAP ARpUNd dPENINGS4") ' , � ''— --- '--- �WAONGS IM1iCLUDING WINDCOWS AND'DOQRSSHALLSEPROTECTED WRH REMCIVEASLE 6/e 'WOOD STRUCTURAL PANELSLL BE 2 1!2 -#S WOOD SCREWS AT 16" OIC, FASTENERS USELABA ADCADE s•4 EDGV; WITH MPJOMgM OS-0' SPAN FASTENERS FOR SPANS UP SMAY INc'TO LOCATION. a sloELL BE 21/2 #8 AT 12 OIG TAB_LE 301.2.12 - 1 :_ - USE AC GRADE W/2 COAT$EXT - ATTACHING STRUCTURAL PANEL FASTEN TQ EXTERIOR PAI LVINIZED OR ALL NARI40LINE WINDOWS MUST USE FOR SPAN UP Tb 8-0 SHA LDING w/Mena twt4Vg5HERs)OA : 1t2 HEIGHT,SILL S"�'OP,(QR STOOL) 'WD THE AgD1170N ORA 1!2 X 3t4" DP UPGRADE SILL STOP (SILL STOPS TOTAL A 9 114' .� F-..:...-__.--....f_ � . OP KIT.) STAINLESS ALTERNATIVE FasTNEROFOR SHUTTER ro BUILDING: rHEfGHTAND REQUIRE THE INSTALLA(10N OF A_SPECIAL SASH L{PT INCLUDED WITH DP UPGRADE SILL ST ` `M10 TEE NUTS ATTACHED TQ BLDG:W/#1011 1 Yz (W/WASHERS)MACHINE BQLT 0 12"O.C. ._ ;,,, -T: - - - -- ' ATTACH TO MA OR MASONRY sivcao THEY SHALL BEa7TACHED ALL UNITS MUS' MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED WHERESCREWS,ATTHAiVINGAMINIMUM WIT I•".- - c ._ .._., _,... - - - unLiz(Nc wBRa7IpN REs19raI4TANCHORs wDRawLCaPAcm OF490 ro3.` 1 6 timES THE'D SIGOPR� &USE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR ; T -- RESIDENTIAL CONSTRUCTION CODE. _ H EJR,Ass iY �REFERTDSECTd.QN R 1608 i 4 FOR ALTERNATNE OPENING PROTECTION. ---"^�------- SPECIFICATIONS ` K STATE RESID f _. .. " FOR PANEL SPANS:4'-0"OR WIDER SPAN :�, � ' � ' — T MEET A51M , 1958 TEST REQUIREMENTS AS PER NEW YORK GLAZING MUS SPECIFICATIONS AND ASSEMBLY IDENTICAL.TO 0<*D`SPAN. "— NOTE'ADOITIONS: - 2.4 STRONG-BACKS 624"0 0 - ASSEMBLY: 1).PREASSRMBLE PLYWOOD TO 2X41S:A 7Ux3M(W/WASHERS)GALVINIZED OR STAINLESS STEEL - WOOD SCREW 0 12"O.G. AL FERNATIVE FOR OPENING ehQtECT,Ig WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7110"AND MAXIMUM PANEL SPAN OF 0'A" SHALL BE PERMITTED FOR OP,ENING'PROTEOTI,ON IN ON AND TWO STORY:BUILDINGS PANELS SHALL BE PRECUT TO COVERIGLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFERJO SECTION 1609 1 4 AND 1699,O,B AND TABLE 1609 iA) - T-IAWLE)4$a9.1',4 _ WINDSORNE DEBRIS P'RO'TECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS yoV. ' FABTE ERS A INC'-INCHE9r`R'F\ _ PANEL SPAN.e 2 2•,011'4', ANEL I'Q"K PANEL q-0"< PANEL FASTENER TYPE SPAN<4'-0" S$A'N w6'-0' IFAN¢ " _ r w 419'YO WOOD B4}REW9 '1B 1B ' X12 0 '�' - ' 0342544 P" r ,' 2,112"Y64 YYD0D;9CREWS IS K.THIS TABLE IS BASSO ON A MAXIMUM'W INO SFEED(3,SECOND OUST)OF 130 MPH,AND MEAN RODE OpAOFE5510 HEIGHT.O,F 0340 OR LgSS / B, FASTENERS SHALL SE.INSTALLED AT OPPOSING,ENDS OF THE WOOD STRUCTURAL PANEL, C:' WHERE SCREWS ARE'ATTACHED TO MASONRY OR NIAgaNKY 1810,t¢p:THEN SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS H11VING A MINIMUM W4,,HDRAWL „ CAPACITY OF 490 LES. , �00,0.ra rt . - � ' _ [)Y1fE LfIgG'UNIT;$,E ON 310'31112 " 1-721 i;.,. AN,EA,(0 Q SOPT TOTAL ` XTYPEOFC N6 UCTI()N W E SIGN CFjI'1ERIA• ERE,SCR E DIESIG .r 1H9B R H WI Rl :VJFOFI.• „ I " ':t . MMlG CEM .. S EFLOORPLANSAND'SELiTNBNS . I 6.OAP(ALG.ULATI PAGE 'I. - - j 3 M00 NDDOOR'SCHE LE P-GE .,APPATH' PAGE 19 (LING S'HE LE PAGE'. a I EGRESS SEE FLOOR_ PLANS AND SECI'fQNS,PAG 171 PILOMBING RISERDIAGRAM ItO '12 FIRE PROIECTIO SEE FLOIii G PLANS AND,SE S �, 1 ��RU$a`L�DESIGN.DWAWINOS NfA I " 9,14 Mfk ]i COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD I SOUTHOLD TOWN TRUSTEES N.Y.S.DEC i' CERTIFICATION OF NAILING & CONNECTIONS b�REQUIREO. I ------___.—. _._____.___.,_. _ �( _._..._� ..._ T ALLCOONSNRUCT`IONSHATc MEET THE C ` 4 ! PLUMBER CEm i IFICATi7N ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER U SUPPLY SYSTEM CANNOT 11,11" EXCEED 2/10 OF 1%LEAD. � � 11 � OCCUPANCY OR Ll USE IPLUMBING ALLMewAsrEWI OUT CERTIFICATE &WATER LINES NEED OCCUPANCY TESTING BEFORE COVERING IF APPROVED AS NOTED y +„ DO NOT PROCEED WITH DATE'- �° e P '4°J� Rt✓ } I 031264-i V °'' +h ` ron p a� FRAMING UNTIL SURVEY F" q �I RY "��' � � " °•° �a NYI OF FOUNDATION LOCATION N2TIFY BUILDPv DEPARTMcNT AT ROfE5510MF�� HAS BEEN APPROVED. 7at-1;02 84M TO »oM FOR THE FOLLOWING INSPE:.1Iv1VS: _,NDATION - 7d0 REQUIRED RETAIN STORM WATER RUNOFF FOR HG FR FRAMING CONCRETE / 2 ROUGH - FRAMING 8 PLUMBING �a�✓^ CU ` �r E PURSUANT TO SECTION 45-1 OC 3. INSULATION /n^ l �/ OF THE TOWN CODE. n, r,I,AL - CONSTRUCTION MUST 'i"� / F BE COMPLETE FJ,SHALL f \, FLOOD ZZONE All v/ RECUREME T3NAL OF THE CODES OF NEW COMPLY WITH C—H—A•PTER °46"— YORK STATE. NOT RESPONSIBLE FOR FLOOD DAMAGE PREVENTION DESIGN OR CONSTRUCTION ERRORS. UNDERWRTTERSCERTIFICATE SOUTHOLD TOWN CODE. REQUIRED „_ ..._._. ...-.,.. .,,.......,�,.�v...... .........,..m ..v_..,. ...�r,..,...,....�_,�.Ws ,. ,�_..:.-,. ._...w._,.....,m..w.-,._�.�,,..,.,� _....n.�,.-..-.�......<_...�_,�.,_.gv�.�w.. v,.....,,a.,�._ ,...,.-...i...........,....�", ,,. �,.,.. dr....., - ,_„�,._.._. . _ .__.�.-�. _,.. .,_. , .,..-�,- _.... . .,._ .._._ , � ,..._.-.... ..,...,�...�..,....�.,..U..__ ..,.,n..�,,,,..........,,,.�..,,......,__... . ._ i R z862 ZOSZM I f�A,k'F6� i D$ 1 r' ZX6 t'ff� AND. 2�C 'Z4 4t. -- - - - - — 1 { CO i Le � s{da4t ZS�Ei Z0 S ItlV p.S3 Age. £r P$5 ot': NEW�\ 1 f FO 0322 -1 �t>U p�OFESSION��/ I Z N i E ( vEur �AC✓R T"Yo 11*4>4 24+Z AS3 i /r$G G✓pE2 ! n/�✓N6 c � 19 'G� - L � Ni � l IN 5,9 4 � 1" ISR � N• ll�t �,:�� b1 � i i�c trs6 � I CT 03254-1 p Or ss o .0 F GrGKrl f �, pp f✓cye w6 AvoAl I { a7— OL 7- i{ O I X tl` IN �►} L AA 0W die. Aw , Z ' Y .-7 --T 322 Af . � ' �� , �`"^ � —. '. ,:CCC' Ifs}#V� - 1� � � ��, � �, I% 4 � ✓'��h9� I. Alm 0 �f� . 1 n µ 41- 0322&41 Ll 1� fill, a Jr i I s. IZ I, I � � l?riled it".kF 7�G�38� /J,cttiv�xsaa?r rr !�"+•tK. y' - � 7�Wg 44 aC sea �rzrtrNG m u�i ►�c. I �,� A.� P64 GENERAL CONSTRUCTION NOTES - GENERAL FRAMING NOTES i The information raming ori this set a wnstmWde dowmen sti$ti relaid basic design 1.All walls,2x4 and 2x6,to be stud glade or better t6"o/c. All other framing material NAILING,SCHEDULE forge end framing details. They are intended as a construction auric nota substitute i0 be fF2 doUg105 fit oLbefter. -TABLE 31, I INCLUDING 3 3 AND 19 for generally aCdepled'gOgd building pMC8Ce and Cempl18Dc0 With WrrsnI NBW"Ytlpr" � � � 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL ' state building codes, The general contractor is responsible for providing standard 2.Allwood framing in contact With concrete or masonry to be pressure treated. JOINT DESCRIPTION NAIL QUALITY NAIL SPACING construction details and procedures to ensure a professtohally finished,structurally 3 - - "sound,and Weatherproof completed product. . Provide double door Joists under all walla parallel to floor spanAiroebon unless - ROOF FRAMING 051'eNul9espeCMed. RAFTER TO TOP PLATE TOE NAILED 0'-0"WALL:3•Gd ' PEO RAFTER 10'-0^WALL 1-6tl PER RAFTER 2-General Contractor to eoordinateall sub contractors,actual of work,and I CEILING JOIST TO TOP PLATE TOE NAILED B'-0^WALL 3-fid PER JOIST interaction.between trades ` 4.Provide x-bracing or solid Hocking at a maximum of,6'-0"o!c foratl dimensional 10'mV WALL:rad PER JOIST y¢ IumberfioOfjq(als. CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 37 EACH LAP 3.The general contractor is responsible for ensukng that all wq*and Construction, In ' ' CEILING JOIST RAFTER OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER TOE NAILED SEE TABLE 34 PER TIE meets of exceeds current federal,state,and rowl Codes,ordinances and regulations, $.FIOgf w0aa9gtigo"✓"TongUa and gfOOVd plywood subflwC. Finished material t0 be � BLOCKING TO RAFTER TOE NAILED 2-Btl EACH END ateThos o,cedes are to be Considered as part of ftspecifications for this bulfding applied Over subaoor. Glue,and screw plywood decking to floor jglels. RIM BOARD TO RAFTER END NAILED 2-46d EACH ENO and should be adhered to even if they,are in variance with the plan. - 6.All window and daorheaderato be minimum(2)2x10 unless otherwise spgcifiatl. TALL FRAMING 4 Dimensions shall take precedent over scale drawn s(do not scale drawer s . All interior headers to be(2)2x10 urliesa otherwise specified. TDP PLATE To TGT PRATE FACE NAILED 446d JOIN FOOT p ring ( g ) _ TOP STUDPLATES TO AT INTERSECTIONS FACE NAILED 246d JOINTS-EACHSIDE ' STUD TO STUD FACE NAILED 2-18d 24"OIC 5,The designer has not been engaged for wnstrmoflon supe,islon and assumes no 7. Provide hull solid blocking Under all bearing Wells HEADER TO HEADERFACE NAILED lad IF OIC ALONG EDGES responsibility for construction coordinating With these plane,nor responsibilHy for , TOP OR BOTTOM PLATE TO STUD END NAILED Zd6d PER 2X4 STUD construction means,methods,techniques, sequences,or procedures,or for safetB.All beams to have adequate basting at each end or as specified- 3-16d PER 2x6 STuo 4-16d PER 2X8 STUD Precautions and programs In connection with the work. There are no Warranties for a BOTTOM PLATE TO FLOOR JOIST, specific Use expreSsed or implied In the use of these plana„ 9.All flush beam and joist Intersections Io have galvanized hangers. BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2A6d •- PERFOOT 6 Refer to floor plans,exterior elevations,and Window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with K"erderior grade plywood or FLooR RAMING windows, All Windows to be Andersen high performance gUaky or approved equal. 7116"OSB plywood,group 1,APA Tafed, Plywood to span Overall plates and JOIST TO SILL,TOP PLATE,OR GIRDER " TOE NAILED 4ad PER JOIST headers. BLOCKING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO JOIST TOE NAILED Md EACH END 7.Door and Window headers to align unless otherwise rioted, BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-I6d EACH BLOCK 11. Provide insulallgn baffles at one vents'betweBn'mfters. ' LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST 8. General contractor is to ensure that mason and prefabricated fire law - JOIST ON LEDGER TO BEAM' TOE NAILED -16a3-8d PER JOIST masonry p BAND JOIST TO JOIST END NAILED 2 red PER JOIST construction McBte or exceeds all manufacturers 9peC15Catigns and applicable Ctlde6, 12. nays,Exterior fleshing to be ponetr lions ed at all ed by approved edtitecons roofs,Wella, BAND JOIST TO SILL OR TOP PLATE TOE NAILED 246tl PER FOOT chimneys,projections,and penetraOona asTebulred by approved wnsmydbn 9.General contractor to Consult and coordinate With the owner and the plans for all practices. ROOF SHEATHING - built In Items such as bookcases,shelving,pantry,cloolFW,etc, 4'PERIMETER EDGE ZONE-16"OIC-FAT PANEL EDGES 13 General Contractor to Provide adequate aIfIC ventilation and roof veSTRUCTURAL PANELS nts. " fid AND AT ERIORZON -IATESUPPORTSIELTHE PA14EL FIELD EDGES AND 10. Provide hardwired smoke detectors,with battery backup, or all ficare and in each INTERIOR 20NE-18"OIC-VAT PANEL EDGES AND 12" bedroom,verify with Ipcal code requirements as per Section R317, Now York State 14.Provide appropriate soffit ventilabon at overhangs. ad AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD R'esid8ntial Const ruction Code Install carbon monoxide detectors'as porcode. GENERAL PLUMBING NOTES FOR ROOF SHEATHING WITHIN W-F OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0 - PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED GENERAL FOUNDATION NOTES I. Plumbing subcontractor tsafety requirements. o be responsible'for adhering to all applicable code and CEILING SHEATHING GYPSUMWALLBOARD 56 COOLERS 7"EDGE/TO-FIELD - . ' 1 General Contractor to review plans,elevations,'and details to determine Intended - ALL HBATHI c heights of finished floorfa)above typical grade., 2. If Wall plates or joists are cut during the insfaltation of plumbing,fixtures or g'E GE N -1B"OIC-6"AT PANEL EDGES AND 12^AT - - eduipmbm provide bracing to tie flaming back together STRUCTURAL PANELS ad INTERMEDIATE SUPPORTS IN THE PANEL FIELD 2 Ail foOfings to rest on undisturbed tad. INTERIOR ZONE•18"OIC-s"AT PANEL EDGES AND 12- ad HVAC SYSTEM NOTES 8tl AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 3.Provide)4"expansion joint material between all wncmts stabs and BbutOng FIBERBOARD PANELS 25MTFIW ed 3"EDGE I e"FIELD 1,Mechanical subcontractor is responsible for adhering to all applicable codes antl z6/Jz• ed 3'EDGE 16-FIELD concrete or masonry walls Occurring in exterior grunheattltl intefkr areae p p, GYPSUM WALLBOARD stl COOLERS 7'EDGEFIELD safety 2gUireme0f9: 4'EDGEZONDIAT-16" PO.6"AT PANEL EDGES AND 12"AT 4.Concrete on 4"aand or gravel fill OIC minimum,With 6x8"10110 Wire mesh reinforcing. - HARDBOARD 8tl INTERMEDIATE SUPPORTS IN THE PANEL FIELD Interior Slabs to be placed on 6 l stabilized polyethylene vapor bonier. 2. HVAC fid subcontractor to fully coordinate all system data and requirements Wath the INTERIOR ZONE-AT INTERMEDIATE StS -FAT PANEL EDGES AND 12"UPPORTS IN THE PANEL FIELD equipment supplier. S. Provide crawl space ventilation per local wtle I6quiremants, FLOORSHEATNING 3,HVAC subcontractor to provide final system layout drawing and submit it to general STRUCTURAL PANELS-1"OR LESS 8tl V EDGE 112"FIELD 6.General Contractor to install cop-r-tex(or copper)stleetmotal'termite shields' contractor,owner,and equipment supplier for final review and approval between 811 mod surfaces that act exposed to CpOCretB OP masonry SUrtBCds. ;ANAL G REGUI EMENTS ARE BASED ON WALL IF t RING NAILED 6"OIC AT THE PANEL EDGE 'IF WALL SHEATHING IS NAILED 3"OIC AT THE NEW CODE [PANEL EDGE Tq OBTAIN HIGHER SHEAR CAPACITIES,NAILING 0.EtlU1REMENT5 FOB STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE ONNIE7 DampproofextenoroffoundabonwlthabitumanOU0w ting:aspen coria and soil GENERAL WINDPROTECTION�CQNNECTION NOTES WHENWALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TD BE Conditions. E0UCE0 TO 1016tl NAIL PER FOOT. (Atlapted from Standard for HuMWna Reslatdnt'f2esldelrkal Construction;SSTD 10.19 and 1995 SBC High Wind EdI ion Wood Frome,Construcborl GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame ConstruClJon 1.Dimensions shall take precedent over wait drawings{do not scale drawings). 1.A continuous load path between footings,foundations walls,floors studs and roof ��, /�'�✓ - - / -��-- - framing shall be provided.' 2,All interior Wella to be covered wrath Ys"gypsum,board with metal comer reinforcing. Tape,float,and sand(3 wets) 2.Approved connectors,anchgra and other fastening devices noNnchAded In the Standard Building Code„Table 2306.1 shat]be installed in accordance with 3 Wells common'to garage and house to have a layer of 518•,pre,rated gypsum board manutaotul rewmmandabons. at garage sidewith 5'-O"return on adjaderut walls and ceiling. Manufactured lumber requires 2 layers of 5/$",fire rated gypsum board, 3.Mata[plates,connectors;screws,bolts,and nails exposed directly tathe weather or subject to salt corrosion In Costal areas,shall Be stainless steel or halt dipped j 4.All bath and toilet area walls and ceilings adjacent to wetarese to have water galvanized resistant gypsum board,or well Ole set on wpnderooard or equal. 41 4.Where windows and doors interrupt wood structural'panel sheathing and siding, DESIGN LOAD CALCULATIONS framing anchors or connsclors shall be provided at the top and boftom of cripple I - studs,header studs,and at least one stud at each side of opening. /e MINIMUM Nl ORMLY DISTRIBUTED LIVE LOADS' bsf / �- 5, Ridge straps shall be attached to each pair Of'opposing rafters excepCWhp're cellar ' Ii c,-\ EXTERIOR BALCONIE6 00 DECKS 4p flee of 1X6 pr 2x4 lumber is(ocaled'in`upperthlyd of stltc'speea,and abash tq each Petr ,11.1 Er _ a0. - of rafters. ATTIC S'W ITH STp RAGE 40 6 Uplift wrfectore shall be provided at each rafter bearing. - ROOMS (no, OT ER THAN SLEEPI G ROOMS , ' 40io� p322s41 SLEEPING ROOMS 30 1.,Floor to floor hold-downs to be provided every"48,'and every l8"wbhln 4'of exterior comers. CIIMATIC'ANQG60GRAPHIC'D1251ONCRIT IA p�OFEssIONP` CRITERIA FOR C LG LA O OF OfiAD GOAD - .71HERING SEVERE L/ ACTUAL WEIGH OF A RI L N ' E OA.LA. B.SIII Plate Foundation Anehareger Sill plate shall be anchored to the foundation FIROST LINE DEPTH 3'A" ARCH'ITEC,TURAL GRAPHLC'STANDA GS . wahanchgrbolts having a min.bolt diemeterdf5iW'and3"x3"x1tr" heM A RMI MOpERATE TO HEAVY minimum of one anchorbolt shall be provided estllin'8 to 12 Inches of each endgf" DECAY SLIGHT TO MODERATE S N W - each plate. Anchor bolts shall have a minimum embedment of 7 Inches Ingonorelel - GROUND SNOW LOAD 451bs, masonry foundations, Anchor bolts'shill b'e located Within 12 mcHea of comers andat WINTER DESIGN TEMP 11 spacing not exceeding 4 feet on center. _ -FCP SHIELD UNDER. AS PER MANUFACTURER' SEISMIC - --^ ��--- --- -�-' LAYMENT REQUIRED -- SPECIFICATIONs TVATE - "- DESIGNCATEGORY _. ____. -__- , - _._.._.-..-_ .. _� FLOOI]IWZAi0US _ THESE NOTES ARE GENERAL CONSTRUCTTON NOTES, THEY ARE NOT W IND SPECIFICALLY WRITTEN FOR THIS PLAN THEY ARE T09E CONSIDERED AS-i A OA IND SPEED 120 m h GENERA L'GUiDELINES ONLY AND SHOULD BE DIScuesi D WITH YOUR EXPOSURE CATEG DRY BC�ENERAL'GONTRAC70R BEFQRE CONSTRUCTION BEGINS RIDGE - - - - - RAFTER USP RS250 AT 21" A ,RAFTER/RlDGE/RAFTERWITHcr- - KING STUDS - - ,-, RAFTER RIDGE ._-__ ._____ RAFTER STUD USP RT16 OR(2)RT7 ---- - - _ HEADER - - - - - t'J ' RAFTER ._ -G �i TOPPLATE -_ -_ _ F> TOP PLATE_. _ -_ _ _ - - USP RT3 USP RS250 AT 21 --- USP RT20- -- -USP RS250 AT 16• - -- - CONNECTION USP LSORIMI IES- WALL STUD- ---------- Cj WALL STUD --- - ---- F� USP RS250 AT 12' -- f A RAFTEP IRAFTEPJPID13FJRAFIER WITH CT TTCT 82502aDUp'f NUMB JACK STUDS - - - - - 7 . - +0SH179 B RAFTER/PLATE/STUD RT20' . RAFTERIPLATE R 16 or 2)RT7 PLATEBTUD RS2501g' A1_'' RAFT£R/RIDGE/RAFTERwwcT, B RAFT,ER/PLAT UD B RAFTERIPLATE, PLAT I^�TUD C ,HEADER/STUD. HEADER/JACK C HEADER SKID S __ HEADEWJACK STUD R3250 12 - � D FLOOR TO FLOOR KLFTA or R3250 36" E STUDIPLATEfSILL RS250 36' STUD/PLATE R6250 16" PLATEISILL MP6F F ANCHOR BOLTS 57916 - G POST ANCHOR FOR DECKS PAU SERIES POST ANCHOR FOR COVERED PORCHES-CBE SERIES 1%6 OR 2X4- 18"OIC DOLLAR 7fE5 MIN I I POST USP CBE----- P.C,FOOTING— - - 2ND.FLOOR WALL STUD' ----0 2ND.FLOORWALLSTUD ---- 0 _ 1ST.FLOOR WALL STUD --- 1ST. FLOOR WALL STUD - - G POST ANCHOR goa COVERED rortcHEs. 2ND.SUOFLOOR PLATE - `- 2ND. FLOOR PLATE - = I ------ SUBFLCOR-- �-- 1ST.FLOOR PLATE ---- J 1ST.FLOOR PLATE RIM BOARD-- -- E:1 SUBFLOOR - ------ SUBFLOOR - -- RIMBOARD - O � _ USP KLFTA -- - '. USP R5250 AT 36 - USP RS260 AT 36 -- - - USP R$250 AT 16 RIM BOARDRIM BOARD 1ST.FL60R TOP PLATES- 1ST.FLOOR TOP PLATES--- - -- - -- DOUBLE SILL PLATE -- POST- ----`- O DOUBLE SILL PLATE ___ __ USP MP6F �, - - �E3' IST FLOOR WAIL STUD -- r.) 197 FLOOR WALL STUD �- ��� F1 � FOUNDATION WAIL � " FOUNDATION WALL USP PAU ' --- (.f m �032264-I P.C.FOOTING / d D FLOOR TO FLOOR D ',FLOOR TO FLOOR R E ,STUDlPLATElS1kL, . = E STUp/PLATE._- PLATE/ SILL _ -- - - - . SILL , G Pl7_STANCHbR5FaRo€c q of r ----------- - STRUCTURAL WOOD PANELS.F0 INE'DEB IS PROTECTION`_ _ IMA%MUMMFIN ROOFHGGHt.561 FOR WtMfINDQW ANQ l7t t S. HEMLE ALL OPENING PBOTEDRON bP119MPN686CbNU WMO iG ' - ' ,r--_M1.101PUE SECTION ASSEMBLY: va - _ - ' - GLASS EFFECTIVE PRESSURE PRESSURE `^ THICKBOLTS•7g1,2'OC . . .. CLEAR OPENING AREA WIND AREA ZONE RATINGD DESIGN PRESSURE &. rP IM`rf . G� vtt' G'. 08 /low ZO zL . _31. nP 56 E)4 IPA* -4 :., �Ic45': //,b G'J ¢• 2 " h�6.'9 4P,Sd '50 • 1- (0 z 3,7_ — z 711 1 bp4 l +25. 2 7 DP¢/ FALL WINDOWS fO'BE ANt3E25N HIGH PERFORMANCE OR APPROVED EQUAL rInTTERd CALCULATIONS1OR WINDOWS BASED UPON EXCOSURE B !MUSTADE KIT. HAVE NYE TATEDIC PG REDS E UI EMEN I F G Q R 7S NOR PANEL 9.1A NELS4PANS:'0<4`^p"WIDE SPAN - �TABt.E'R 301 2 �� NEW YORK STATE BUILDING CODE .. I IFOR HABITABLE SPACE F _._ C2SL f !3 ._6 dm SIG WIND SPEED AS PER E CUSTOM GRILLES ESEE ELEVATIONS DE'PLYWOOD(OVERLAP AROUND OPENINGS 4") __ 23/32"APA SPAN-RATEDgerza SHEATH)NGGRA, iWALL OPENQM-INGS,INCLUDING WINdOWS AND DOORS SHALL BE UP TO-PRO07-TECTED WITH REMOVEABLE S!B WOOD STRUCTURAL PANELS LABEL ACCORDING TO LOCATION. Es,a EDGEs. FO 6f�A1S UP TGQ 8-0"SFWLL 8E 2T1EE#8 ATR2" O1CS TABLE 81]1:2.12 6E 2 tl2 #8 WOOD SCREWS AT 15' O/C, FASTENERS USE ACGRADEW/2 COATS E7fTER1pR PAINT 2 SID S PAN _ _ . _ — '-- _ _ ._.. K3"(W/WASHERS)GA, USE: _ .._ .. _. . ATTAASSECHING STRUCTURAL PANEL:FASTENTO Bk14LDING,w/f18 LVINI2ED OR w _ . .. .._.-_ _. . . ._. .. , - I-_ ._ .._ . .,. .. . .. . . _._ . i ALLWAMOUNE WINDOL�IS MUST USE f 8 ALTERNATIVE FAsrNER FOR SHUTTER To BUILDING: HEIGHTAND REQUIRE THE INSTALLATION OF'A SPECIAL SASH LIFT INCLUDEb WITH DP'UPGRAD (SILL STOPS TOTAL A 1-1/4" STAINLESS STEEL WOOD SCREW :Ifi"O,C.OR,BETTER I 1/2 NEIGh!'I"3W- 6TOP (pR,S70QL)AND THE ADbIT10N OF 112 X 3/A DP UPGRADE SILL S70P. '#l0TEE'NUTS"AYTACHEDTOBLDG M#*f ( ATT TALL UNffS MUST MEET OR EaSCEED THE MIN PRESSURE PRESSURE REQUIRED ANY MULLED UNITS MUST M E)T OR EXCEEIJ 0x11tz" 'W/V'VASHERS)MACHINESOLT� 12' O.C. UT LZIN VIERE SCREWS ON RESISTANT ANCHORS MASONRYASO GA'MINIMUM WITHDAAWL CAPACITY ATTACH TO OR MASONRY STUCCO,THEY SHALL BE ACHED NT Rs HAroIN' I � _ _ _ _ "tD THE ROUGH OPENING SUBSIItATE. ALL EXTERIOR i GLAZING-MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORKENITAL CQNSIRUCTION CODE. TTY oF4atlms. ,1 STIMES THE DESIGN PRESDURE REQUIRED AND MWSTTRANSFER LOADS SHl1TFER ASSEMBLY IREFER TO SECTION R 18091.4 FOR ALTERNATNE OPE_NTNG PROTECTION, STATE RESID —' -- - - _ - FOR PANEL SPANS;4'4+'OR WIDER SPAN I SPECIFICATIONS AND ASSEMBLY IDENTICALTO 0,<4'-0"'SPAN. I, _...__ .__ ... .'.,,..____L...... ___ ._ _w __ ,. . ._. _ ., __: . , . _ _.. '.-. .__,_ .. - .•_.__ ._ , .._ _ ._ .. _ ._ _ _ _ .. . _ NOTE ADDITIONS:' 2x4 STRONG-SACKS 0 24"OG . - ASSEMBLY; - - 1). PREASSEMBLE PLYWOOD TO 2841S;t 10x3"(W(WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW 0 12"O.C. - ALTERNATIVE, F!jIt OPE''NIN'G PROTECTIQN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/10"AND MAXIMUM PANEL SPAN OF SHALL BE PERMITTED FOR OPENING PROTECTION IN 014 AND TWO STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED (REFER TO RECTION 1609.1.4 AND 1600 6.6 AND TABLE 1609.1 4) TABLE 1809.1.4 WINOBGRNE DEBRIS PROTECTION FASTENING'SCHEOULE FOR WOOD STRUCTURAL PANELS - FASTENER SPACING Y CHES PANEL SPAN a-Y' § 0't PANEL 4'-0' 1 PANEL0'-0`4 PANEL FASTENER TYPE SPAN<4'-D" SPAN a 61•0" SPAN 16•.0" 21I2; ,Y6WOODWS 16' 16. 12 j 6 Z1/7" 6 WOOD SCREWS ., 't6 , . 16 .., A,THIS TABLE IS BASED ON A MAXIMUM WIND SPEEb R SECOND GUST)OF 130 MPH AND MEAN ROOF - F0 O342S4-1 Ila HEIGHT OF BT-&OA LESS - B: FASTENERS SHALL BE INSTALLEAAT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. - pAOFESSIOl' G• ,WHERE,SCREW S•ARE ATTACHED TO'MASONRY ROR MASONRY ISTUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHORAWL CAPACITY OF 490 LBS. 1 / L J// U /oc�F�h ISE �- - I