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HomeMy WebLinkAbout30839-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32119 Date: 01/08/07 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 40735 CR 48 SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 59 Block 7 Lot 29.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 3, 2004 pursuant to which Building Permit No. 30839-Z dated DECEMBER 9, 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5922 DATED 8/17/06. The certificate is issued to ALFRED & JULIET FRODELLA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 100655C 12/20/06 PLUMBERS CERTIFICATION DATED 11/29/06 CUTCHOGUE EAST PLUMBING A horized Signature Rev. 1/81 _1�5 _SSS y Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT .M 8 ^ TOWN HALL 765-1802 .r ].YLIC�TION 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 I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 Date. ± r� b New Construction: Old or Pre-existing Building: V (check one) Location of Property: 9 0 13 S` Lt So Car U,0 id House No. Street Hamlet Owner or Owners of Property: J "A I Lt Q eek /Q 41`ak V--rel e,,► 1 C� Suffolk County Tax Map No 1000, Section lock Lot Z6i• Subdivision Filed Map, Lot: Permit No. 3 0 g Date of Permit. y Applicant: ��©O(e 616— Health 6Health Dept. Approval: _ Undenvriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 2' .00 Applicant Signature CQei, 3�1 ►q 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. 30839 Z Date DECEMBER 9, 2004 Permission is hereby granted to : A & J FRODELLA 40735 MIDDLE RD - RT 48 SOUTHOLD,NY 11971 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 40735 CR 48 SOUTHOLD County Tax Map No. 473889 Section 059 Block 0007 Lot No. 029 . 002 pursuant to application dated DECEMBER 3 , 2004 and approved by the Building Inspector to expire on JUNE 9, 2006 . Fee $ 636 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 12/20/06 375 Dunton Avenue 100655C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. Frodella Street: 40735 North Road (Route 48) Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: Brite Star Electric Lic. # 3398-E Was examined and found to be in compliance with the National Electrical Code. _? Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor ❑XI Indoor [XI Basement ❑ Hot Tub Residential ❑ Det. Garage X❑ Attic ❑ 2nd Floor X❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 17 28 35 10 7 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 1 20 1 30 1 1 gas Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 x 5 Meter Amps Phase UG(OH Jacuzzi Television CO Detector 1 200 1 / 1 1 Bldg. Permit: Other Equipment /f 00amp main breaker panel /20amp well Isconnect Hug S. Surdi President Rough Inspection: 07/21/2005 Inspector: John McMahon III Final Inspection: 12/13/2006 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Fax (516) 765-1823 Town Hell, 53095 Main Road as m Telephone(516)765-1802 P. O. Box 1179 p �� SOUMD!d, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Z D� Building Permit No. �6g3q Owner: (please print) Plumber : ackt),6 (please print) $ 7 7— I certify that the solder used in the water supply system contains less than 2/10 of it lead. i . Plumbers Signature) i a Notaof New York Sworn to before me this No.4 f]uallHed CommissI"mr. .Z day of DO County Notary Public, �� 3oS� 3q-E� APPEALS BOARD MEMBERS EDF $OVjy Mailing Address: Ruth D. Oliva, Chairwoman �Dy� Q� Southold Town Hall 53095 Main Road• P.O. Box 1179 Gerard P. Goehringer # Southold,NY 11971-0959 James Dinizio,Jr. G Q Office Location: Michael A. Simon Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman �Y�'0U ��` 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631) 765-9064 22 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 17, 2006 ZB File No. 5922 -ALFRED and JULIET FRODELLA Property Location: 40735 C.R. 48 (a/k/a North Road or Middle Road), Southold CTM 59-7-29.2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's property is shown on the February 27, 2006 survey prepared by Joseph A. Ingegno consisting of an area of 198,499.72 square feet with 100 feet along the north side of the North Road (C.R. 48 or Middle Road), in Southold. The property is improved with a single-family dwelling and two separate accessory sheds. BASIS OF APPLICATION: Zoning Code Sections 100-242A and 100-244, based on the Building Inspector's April 24, 2006 Notice of Disapproval concerning as-built additions/alterations to the existing dwelling and ZBA Interpretation #5039, for the reason that the new construction will constitute an increase in the degree of nonconformance when located less than 60 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 27, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant has an as-built construction area on the east side of the dwelling, and is requesting a +/-47 ft. nonconforming setback from the closest point of the right-of-way easement. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This 198,499.72 square foot parcel contains a 50 Page 2—August 17,2006 ZB File No. 5922-ALFRED and JULIET FRODELLA CTM No. 59-7-29.2 foot wide right-of-way easement along the entire easterly lot line, which extends in a northerly direction, from a point along the North Road, 745.49 feet to the northerly property line. The property is a flag shaped parcel with 100 feet along the North Road, and 318.38 feet in width at the greatest portion of the lot. The new construction is a squaring off of an outside wall of their home. This includes a staircase to the basement, which is an external 7 ft. by 9 ft. exterior wall, which does not impact either the physical or environmental characteristics of the immediate district or neighborhood. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling is existing and most of the new construction is for interior alterations, and minor addition, shown on the amended construction diagram Sheets 1 and 2 prepared by Michael Hand Design Services dated August 5, 2005. 3. The variance granted herein is substantial. 4. The difficulty has been self-created. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the February 27, 2006 survey prepared by Joseph A. Ingegno and amended construction diagram Sheets 1 and 2 prepared by Michael Hand Design Services dated August 5, 2005. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva, Goehringer, Dinizio, Simon, and Weisman. This Resolution was duly adopted (5-0). CJS--t.J& & (S"�, Ruth D. Oliva 9/0Z) /06 Approved for Filing JAMES J. DEERKOSKI,P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. 17 1 U i rr Re: Frodella n 40735 CR 48 Southold,NY 11971 Permit#30839 To Whom It May Concern: After an Insulation inspection was preformed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. r ti�NEW Y cc Sin rely C) ppg aP� James J. osk( n JAMES J. DEERKOSKI, P.E. 260 Deer Drive Matt#mcck, N.Y. 11952 (619, 7y $ 7116 - -� To: Town of Southold Re: Strapping/Framing/Plumbing Inspection Frodella 40735 CR48 Southold, NY 11971 Permit# 30839Z To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing/Plumbing Inspection was also Performed on this Structure, and all framing and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. NEltir Y DEEg4o s r ` w 10, Si erely 90FE. S Ja es erkoskiP.E. JAMES J. DEERKOSKI, P.E. I ,y L, 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5.506 DC--. DEPTL__ J.�W?_.QF To: Town of Southold Re: First& Second Foundation Inspections Frodella 40735 CR 48 Peconic, NY Permit# 308392 To Whom It May Concern: This letter certifies that first& second foundation inspections were preformed on the above mentioned property and was all done correctly and meet all state and local building codes. Any questions please feel free to call. �Of ya S•1 "Sincerely � y . 07 J s koski P.E. v CESS% . sauTyo9 30737 z *®� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE f / INSPECTOR aof souTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ( FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /r ^^ '�✓ �- '/Z ly , DATE INSPECTOR / r FIELD INSPECTION REPORT DATE COMMENTS b 77� FOUNDATION(IST) ,�st ------------------------------------ FOUNDATION (2ND) z 0 ROUGH FRAMING& PLUMBING H too r m INSULATION PER N.Y. - H STATE ENERGY CODE (t) AA 6 _ � �/llC/P2 I /i1��✓T FINAL 7 Iia W to D //*_ 174 U 0 -�� ADDITIONAL COMMENTS a` a � k O z x — -- zr c b 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey ✓ o� dung www.northfork.net/Southold/ PERMIT NO. !3013 Check 4t- Septic Form N.Y.S.D.E.C. Trustees Examined f �,20� Contact: Approved12�1,20-2�- Mail to: Disapproved a/c q Phone: Expiration ` 1,20* — Building Inspector APPLICATION FOR BUILDING PERMIT Ff, 3 200,1 Date 120 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. 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. n(Signature of applicant or name,if a corporation) K40 3,S- "da IC Po 6L Su--4 i,,o1�1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder o(k)ne.r nn Name of owner of premises rfod e,1 to /9 Wr Cdr C 7/' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wiJJ be done: gO-73s Middle �eoaot- u�+- 1616t House Number Street Hamlet County Tax Map No. 1000 Section 51 Block ] Lot q, Subdivision Filed Map No. Lot (Name) k- 2. 2. State existing use and occupancy of premisesd intended use and occupancy of proposed construction: t a. Existing use and occupancy O nt,.'1 Vjy i leo r 7 (`.e d e ✓ Cs b. Intended use and occupan 3. Nature of work(check which applicable): New Building Addition__)C _Alteration Repair Removal Demolition Other Work 4. Estimated Cost Doo . Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 1J j R 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear DD th 10. Date of Purchase j 0/q G- Name of Former Owner ` q-r-foJc 11. Zone or use district in which premises are situated ( e J ld e X_�A 0_0 / 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO t/ 13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES_NO 14. Names of Owner ofpremisesl,rode l 1 a,. Address qU73S h&e Qd Phone No._10S"S�Q Lf Name of Architect Mi lC a A a fd Address ML+14� Phone No A/L l u M e r Name of Contractor Address Phone No. �- 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 $EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NC t/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF So 4�tlL) S <J 1 1 r iy cl.£ LL rti being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 8 w.11 8-r (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 30 day of IJ 0 y 20 o r Notary Public U Signature of Applicant CAROL ANN OAKLFY Notary Public,State of New York No.52-4321203 OuaEif4,,; m Suffulk County Corrmissicr:txr.rc,Jerre:ao,ts-�v RUL 1 L1� I` — — NT �XJ —'fit Applicant/ Date. OwnersNaaneReviewed: z q Architect/ Date Engineer: Submitted: SCTM #: District: .000Section: 131ock1 Lot: 9 Project Subdivision Location: 13 _--- — Name: r Sigle&separate Required certtftcation: (Yes!No1— {- Req. Req. , ��/ Zoning Oistrict: '�/ (I.ot Sim AcmaI: ( (ht covcrag`e kl Proposed � Req. Iteq. Req. - (Front Yard Proposed:� (Sidc Yard Proposed: (Reu Yardfir_ Proposed I D 1A fi-ff Project Description: ,.GEN J E$WTS Permit UIRED FOR REVIEW MA� NO SES Number Suffolk County Health Dept. Now York State. D. E:C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? Flood Zone: .-c_ _ rf� 7-r-2-9. 2 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 1; a 6 VILLAGE DIST. SUB. LOT p ed C J� cw I CR ; SO ?j.,a Id S -,-,10 '04' /Zl.lven 'Ye, FORMER OWNER N E ACR , et 0 )f� 1/ e • SO S W TYPE OF BUILDING ES.?/, SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKSy-� - 6-Q- EH.0ed �-15--/0. 1666 0P, DoO /D/'/ 177 /f' ,9 1e U -7'- Fete !7 Iwo 32 m 3,760 6 9 YZ117 7-41 12% ,0"r"#`I Z 114,w Ze. .Ze ossa" ' bD z o d o-0 70 a J i 7* 7"-- / 17 -4r" 'O -Pc 32oc, Al000 '72K�e� z Y 4 7 3/ - e E 3 Actdber k— illable 3,` a0 ao FRONTAGE ON WATER /oodlond FRONTAGE ON ROAD ioo,GT. leadowland DEPTH louse Plot l litav, BULKHEAD otal ��a-o ■ ■■ee■■■■■■■■e■■■■■■■■■■■■■■ �...■■...........�........... ■e■■■■■■■■■■■eu .■■........ ■■■■e■e■■■■■w■■e■■■■■ ...... ..■e.■■■■■■■■■■■■■ONE■� .■■■■ ..■■■■■.■e■■■■■ ■ -_ ■■■■■■■■■■■■■MEN■■■■■■■■■■■■■ ..■e■e■■■■■■■MEN■■■■MEN ■.■.■■ ■■.■■■■■■■■■.■■■■■■■■■■■■■■■. w ■■■■■■■.■s■■■SOME■■■mom IN ■■■■■. ..■�■■�■■■■■■■■■■ ■w■■■■■■■■■ ■■■ ee■r�w■■■■■ie.■Emil M■■.■■.■ .■■■■MEET aw■■■ Ni■lf■■■e■■■■. �s ■■�■■e■mom■■.■■i■wa�;■■T■■■■.■■■. ■■■i■iiii�iimmin ii®iiiii■iiimom ■■■■■■■■■■■■■■e■■■■■■■.■s■mom I' T p ----------�e ---------,\\ •---.---•- o��Grl3GRNIGLS (6M 298-2250 I dGBw4A@oPtOFI)iI12.fl1$ I y I I all � - 'y � w = z ❑ . - - - -=' »- - - - - - - t aA � Zo ALTERATIONS: I I Ij DaSf1NG FOUNDATION RB,OVm AND REP1A(ED vim s-r NIGH FOUNDATION. 2).r PC WALLS,DANPPROOF MOIERIOR w/16"0'cont I I FOOTINGS.FOOTINGS HAVE 2-t4 CONTINUOUS REBAR.FOOTINGS ARE TF a/-BELOW GRADE. - - a).FOUNDATION HAS 4 THICK CONCRETE SLAB. DRAWN BY: MH FOUNDATION PLAN 4)•FLOOR FRAMING R04AVOMTHE SAME gust 05, 2005 SCAU: us•=ro' 5).AS ORIGINAL PIAN.ADDITIONAL GIRDER WAS ADM. S).BOTH GIRDERS HAVE Srtg COLUMN,WITH 2'-M'-rxlr ODNC SME: 1/8' = 1'-0" FOOTPM of: N W yo n'VENTS EMENTTWIND s�s ORIGINAL ON CANON F`"®wm,2 y� y�-DEEq� � 0SHEET NO: B)-BUILT INSTALLED TO MAINTAIN INTEGRITY BU �FOUNDATION. e SHEET Lu ASM ' 9).STAIRS TO ABOVE FLOOR ADDED IN. Z 14 BUDDING IS SQUARED OFF IN RENI/AIGHT PORTION OF HOUSE. TIIy Q. 72 Opq�FE vcswr�scRvrss M� -q (6M 298-2250 dTaW4U�0I1l1T1E.T1N?t R x w 1 I I = z W I - - - - — — I I � A � ---------------------------- Z-----2 VM4 K__ If/@ o LLJ O rA �w ® � I I I I O Q W FET: Q z I I I I ALTERATIONS: Q 1).MLOO AND ACCESS HATCH OMITTED. 2).MINOR ALTERATIONS TO SOME OPENING LOCATIONS DRAWN BY: MH 3).REAR/RIGHT PORTION OF NOOSE IS SQUARED OFF FROM ORIGINAL DESIGN. 4).MINOR ALTERATIONS TO SOME INTERIOR WALLS. August 05, 2005 5).STARS TO NEW RM04 MT ADDED. 1ST. FLOOR PLAN 6).CEILING DESIGN CHANGE IN IOTCHEN,DINING AND LIVING ROOM. DE Yo SCALE: 1/8" = V-0" SCALE: 1/8"= 1,-0, 5 5 /ro 4 s� SHEET NO: � w ip oFES 1�N FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 24, 2006 TO: Alfred Frodella 40735 CR 48 Southold,NY 11971 Please take notice that your application dated April 24, 2006 For permit to "as built" alterations/additions to an existing single family dwelling at Location of property: 40735 CR 48, Southold NY County Tax Map No. 1000—Section 59 Block 7 Lot 29.2 Is returned herewith and disapproved on the following grounds: The additions to a non-conforming dwelling, on this 4.5 acre lot, in the AC District, is not permitted pursuant to Article XXIV Section 100-242 which states: "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The dwelling notes an existing front yard setback of 47'. The"as built" front yard setback for this lot, with two front yards is continued at 47'. Pursuant to the ZBA's interpretation in Walz (#5309). such additions and alterations will thus constitute an increase in the degree of nonconformance. Pursuant to the Bulk Schedule, such buildings shall be located a minimum of 60'. Note: The initial permit issued in 2004 for additions & alterations did not include this work which is non-conforming. Authorized Signature SURVEY OF PROPERTY SITUATED AT SOUTHOLD \ F TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0l9 \ o S.C. TAX No. 1000-59-07-29 .2 SCALE 1 "=40' FEBRUARY 27, 2006 \ o ° 9y11i�for/ c'yga AREA = 198,499.72 sq. f}. a R � 0 q�. 4.557 ac. B °.O °P.°', � '•s -s q \ A F \ vj, p �•? �° •\ p O eA \ O •\ O p 00: \ p O ,Q FP- \ / p �j 01' e/ / 1p9 O 40. / \ ask b lee 4:0— PREPARED IN ACCORDANCE WITH RIE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABIISHED BY THE L,IA LS AND APPROVED AND ADOPTED \^ \ uJ FOR SUCH USE BY T E NEW TORR STATE WIO PTI£ ASSOCIATION, OF NEky 0q�pv , .N AS• D�1 r 1�00A7. 00, 5 Lic No 49668p IF Ego UNAUTHORIZED ALTERATION OR ADDRION yyS \ 'F �OO • O�r Jose h A. In a no TO THIS SURVEY ISA NEW YORK OF SECTION UR OF ME NEW YORK STATE `\ �, Q I •• LandP 9 9 CCCP6TIOF THIS SURVEY IMP NOT BEARING Surveyor THE UND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL NOT BE CONSIDERED � TO BE A VM1D TRUE COPY. �.' ` -` CERTIFICATIONS INDICATED HEREON SHALL RUN , o Q V ONLY TO THE PERSON FOR WHOM THE SURVEY •IA�- TINe Surveys — Subdnisioos — Site Plans — Construa6on Layout IS PREPARED, AND ON HIS BEMLF TO THE lS Q °¢ TRIE COMPANY. GOVERNMENTAL AGENCY MID Q� G I O• Lm ENDING INSTITUTION USTHENDON, AND PHONE (631)727-2090 Fax (631)727-1727 To THE ASSIGNEES of THE LENDING IND- •� 9%, Q A7 TUDON. CERTIFICATIONS ARE NOT TRANSFERABLE 0, k 0 OFFICES LOC4TED AT MAILING ADDRESS 322 ROANOKE AVENUE P.O. Box 1931 THE EXISTENCE OF RIGHTS OF WAY 0f', RIVERHEAD. New York 11901 Rt+erhead, New Yofx 11901-0965 AND/OR EASEMENTS OF RECORD, IF ' r ' ANY, NOT SHOWN ARE NOT GUARANTEED. ' 26-048 2 a x O J O W y N � r E am � z z z FNJ O LU z LU- - - _ 0 _0 O - _ LU -i ¢ O nn QooV, - - -- FRONT ELEVATION a M X a LL Y Q tl tl Y m x u m X z ' t tl N z M ✓I _ - CERTIFICATION LLCONSTRUCTIONSHALL NAIOFLQNECTIO NSDJH�gEN gCODES-OFWYpKS7AT - U Is - [ EIG - - r RZFFICAT_LON PLUMBIC_-__ - - - - - - - - - - —_ ALL PLUMBING WASTE -- - - - Q CUId-T-EIVT BEFORE— 8 WgTER LINES-NEE- - I TESTING BEFORE-COVERI - - - - - A t=QF OCCI.PANCY q7C 1 _ CF _ _ r,.Fl-FTFR USEDiN WATER— - - - xy `-SYS7EMCANNI - -_ �- 1%LEAD=_ 1 REAR ELEVATION DATE:I B.P # �I FEE: G 5�) . BY: NOTIFY BUILDING DEPARTMENT AT OCCUPANCY OR 765-1802 8 A TO 4 P FOR THE �M FOLLOWING INSPECTIONS: USE, IS UNLAWFUL I. FOUNDATION - TWO REQUIRED WITHOUT CERTIFICATE2RETE . ROUGH - FRAMINGFOR POURED ^& PLUMBING OF OCCUPANCY 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOh C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHECODESOFNEW a you Alp COMPLY WITHCHAPTER "46„ DESIGN OR CONSTRUCTION ERRO�$TAIN STORM WATER RUNOFF FLOOD'DAMAGE PREVENTION PURSUANT TO SECTION 45-10C SOUTHOLD TOWN CODE. UNDERWPITERS CERTIFICATE OF THE TOWN CODE. 0 Q 2 O W O N a N II p U V N Z c IA � U' G ro Z Z Z S w IL m LLJ Uj ED in 0 J W coq J LL - --- - - - -- - -- - --- - -- _ LEFT ELLEVATI10M x a LL 40 Q O O Y rn x wN �f W o0 a O N Z I TJ M I N�g ITJ _ 1 ^ dr `�/1 O W I RIGHT ELEVATION LL O w U a T}-- - - z G J 11 -6 o N a I __- _ _ -___ — _ _ _ _ _ _ ----------------------- " ra.ln Y 7 o m n p' O w TIP Fr FIA cads. 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Jr rPwlsE IJGTEui ,'; I Of F 1�_ _ - TI II' -F III OF H II F IJ TI AN HEADER' OVER NEW UP IAIMG; RDR PII W F PORI r TEM TO BE IIJ TAIIE] F_ cU IG O1t1G Dr/;' 3'_0 'r� - - - _ IVAII_ TO HF IPI ALG-/ NUIIT UP o fowl 1 n 110131IT To Hr rerW w/ - RLOF OVER IHV. PARI TO RE P.EPLA_I D - - I REST OF PORI — _ (T, HE Rw1.1�6 R uwTPnL TOP) 1 PLO VFPIF, ETIIFTIWG WINDOW 9 DOOR OITIH O1O(LlI TIE li -- El TO D FUR �J- 14'-0" otl 1 ST. FLOOR PLAN � 24' _6" - - - --- 5' 0" 5-0" 7'-6' 14'-3" 13,-8 5'-=4.. ._�,. 17._7,. 10._G„ - 40._ y„ w ------ - --- 70' G' a z Y � J O W N Q p o � � II mp U N � v m ` E u � r Z Z Z a < a uj U a � O m ❑ ❑ I O U) u10, � >- z0 LU Orn _ ❑ Ix W 0 � ¢ Ll O -i WMO adofn Ov of —� LL. m PAFTFRS TU RI VFRIFItL III O PIELP MITT, OG PI PLA, E A', PEFREO. 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III -1�1=1 -Viii ll -Illi4illl-III-11111=11 11-Ill -1ll_ IIIJIL III� 1- 11 Q SEC 1-ION A- A u a o h 2 ro r M RIDGE '0 w >SPHAII IIINOLF'. IFq fFITNI.I ILEIP ,T t IPI 1 Ll, ^H->T ml W FIT#- RnTGFrn RT01 nrRR Lsc pw W - - -- - \ I unE 0lr lir, � N X8L OIL I'll F-PMO- GARAOF �ELTIurI OF.r n�E' 1 u _� II nlrr L W - O "^ — - TO BE fEF➢NLT TO UJIJr� - 'FF PlN 4PAI� F >u W Inr ll I 1 TI UFH-AWAIJ 1 W IVFW FI OOP/WAI�'RU F WI IRI,-Ir 0 wrl - 1 Ilr.r h In - -- A o F f L Ill, TIM- n W IT 1-1 1 .I r r c �� LJ °NP DF1I ra"II oU 11 1 1 111LIME1 r -�iL_ SIIL �' _ "X1 71! g? mAf i 7 71 rl 11 1147 1 7 i17>7 1 1' 7'. 1.1 7 7 !L - 1�]7_�t 1717 IT PI AT PLUMBING SCHEMATIC SII _/IZP I, Ivl GWNG: T-MCAIJ,1ITF In A 1116 SLGLE'1M PER Fom PITCH TO DRAIN la _ III .AS�1 F(ISIING 11P. ITXF COLIC Rll PIFR FOUNI ATIP11 lOF _"v-4 COAL FTG. O SECTION C -- C TOM PT O LLI C'1 Q a Z Q a d � o W o N Q � Y N P p U C9 o m Z Z Z W Q Q F O y O ❑ w WIND— BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL cn "I10� z FOR WALL OPENING PROTCC ZION OF120 VPH 3—SECOND WIND GUSTS Z O W WINDOW ��� R �� �--� �� EXPOSURE 6 ( MAXIMUM MEAN houF HEIGHT: 35') IZZ O w 0 p v ¢ x _00 -- - MEAN ROOF HEIGHT: I.3'-3" W LIVING SPACEEXT, WALLS DOORS / WINDOW J w M 0 � o EGRESS GLAZING UNIT AREA MIN.DP MIN. D.P SHUTTER ASSEMBLY ¢ 0 MANUFACTURE CATALOGUE NUMBER DESCRIPTION U-VAWE QTY UNTFDP- NOTES \ O S.F S F 5 F. ZONE 4 ZONE 5LL N I S- ANDERSEN 3046-3 DdL HUNG 59 100 035 150 1 40 50 USE DESIGN-PRESSURE UPGRADE FOR CODE COMPLIANCE FOR PANEL SPANS" \ : _ _ - 0 < 4'0 WIDE SPAIN ANDERSEN 3016-2 DHL HUNG 59 10.0 035 150 2 35 40 50 USE DESIGN-PRESSURE UPGRADE FOR CODE COMPLIANCE 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD o ANDERSEN 24210 DBL HUNG 27 47 0.35 ]7 4 30 35 50 USE DESIGN-11RESSURE UPGRADE FOR CODE COMPLIANCE (OVERLAP AROUND OPENINGS 11") ANDERSEN 24210-2 DHL.HUNG 27 4.7 035 77 I 35 50 USE DESIGN-PRES5URE UPGRADE FOR CODE COMPLIANCE ASSEMB LY: Y m ATTACHING STRUCTURAL PANEL: FASTEN 10 BUILDING wj - - IZLD OR STAINLESS STEEL _ g10 (w/ AASHERS) CALVIN STAINLESS� _ _ - _- WOOD SCREW @ 16"' O.C. M ANDERSEN C24 CSMT. 5 5 Ila 0.35 160 ! 40 50 b — — --- - -- -- - ALTERNATIVE IASTNER FOR SHUTTER TO BUILDING: '' ANDERSEN cw14 CSMT 68 ]2 0.35 95 2 35 70 #10 TEE NUTS AT IACHED 10 RI-DG. w/ #10 ( W/ WASHERS) w ANDERSEN CN14-3 CSMT 3.2 4.8 035 68 I 35 70 UNIT MUST HAVE TEMPERED GIASS MAC HNC BOLT C 12' O.C. Y a o O > 52635E --- - 2-1/OXG/BSL -- – 2.0 02] G7 I -- 35 --- 65 _ - — - - �\ = W THERMATRU 5210 3/0X6/8 ENTRY DR. 20.0 0 T6 210 30 \ K Z rn – Z r M THERMATRU 5262 2/8X6/8 ENTRY DR 177 5.5 02H 18.7 2 40 GS "1 MULTIPLE SECTION ASSEMBLE. 74 1/4" THICK BOLTS @ 2' OC 74 '_ -w 1 u ALTERNATIVE FOR OPENING PROTECTION w � TABLE 1609. 1.4 II II II CS WINDBORHE DEBRIS PROTECTION FASTENIIJG IP - I`I SCHEDULE FOR WOOD STRUCTURAL PANELS SHUTTER ASSEMBLY ,� o FASTNE' sPAUNG (wLHO5) FASTNER PANEL SPAN 2 FEET,PANEL 4 FEET,PANEL 6 FEET,PANEL 'TYPE ,2FEET SPAN,4FEET SPAN,GFEET SPAN <BFEET FOR PANEL SPANS. 21/2"46 -- - 4' OR WIDER SPAN WOOD SCREWS iG ifi 72 9 ...\ e$ 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD z-7%z us 16 1G 16 12 (OVERLAP AROUND OPENINGS 4") LI� `I- WOODSCREWSP' 'Q O WOOD STRUCTURAL PANELS WITH A MIPIIMUM THICKNESS OF 7/16" AND MAXIMUM 2X4 STRONG—BACKS OO 24" OC PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENINGPROTECTION IN 11 L wWe ONE— AND TWO— STORY BUILDINGS. PANELS SHALL RE PRECUT TO COVER GLAZED ASSEMBLY:, PREASSEMBLE PLYWOOD TO 2X4S. w WASHERS) G'AL7ED OR VIIII OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ) ' / ) 11 (REFER 10 SECTION 1509.1.4, 1609.6.5 AND (ABLE 1609.1.4) STAINLESS STEEL WOOD SCREW a0 12"1f 10 (O.C. 2). ATTACHING STRUCTURAL PANEL, FASTEN TO BIJILDIPIG w/ A+r #f O (w/ WASHERS) GALVINIZED OR STAINLESS STEEL " .,R�_• �-�� WOOD SCREW @ 16" O.C. ALTERHAIIVE FASTHER FOR SHUTTER TO BUILDING #10 TEE NUTS ATTACIIED TO BLDG. v;/ #10 ( W/ WASHERS) MACHINE BOLT @ 12" OC. 0 O WW w Q a � J O W WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS daga SOL) a � L) HSE TIDE FETLOWIll CR APPROVE_ LLSP METAL COHI•IECTORS FOR PROPER WIND RESISEANT CONSTRHCTION. FOLLOW MANUFACTURE'S RECOMMENCED INSTALLATION !NSTRUOTIOFI, TO ACI-'NEVE MAXIMUM UPLIFT LOAD CAPACITY'. E — 41, ob 0 a: MAY J W S i a-CIA MADINWtd ¢- DE x a-DIA MAXIMUM _- _ If POST ❑ ❑ CIROGR/IIGDER�� - - PORT/COLUMN— F] �Fr YVA LDNCHEIh SOOTING Tjffl� 0 . Q ��" 7 _Q L DECK POST FTG CONNECTION (q J O �\ DECK/PORCH RAILING LacAnoN use NUM¢ER DssGRIPnON - ' APPHCAROIJ h w Q J STAIR RAILING \; oxa rdsr Pnw LaRwrnn POSTI¢enM�AcHnE APPLY TD!f roanN� POST CONNECTION _ Q Q O Xti POa PAUvEORWEba PGSr/eEAM '12.RAPPY TU EACHFUOfINh 5f - - - USEMIN (2)112"DI,GBILLSV BOLTS WITH WASHERS AND NIIli -- - - - - w LPI'SPACE / I- _j Ur) :n MINIMUM /���� J w ED O CD LANDRAILE ;/ / v' O GIRDEP- -� w GIRDER/HEADER OAW 6TER6 1 RIMrUEOI( Nis ° A � � / GONCRETEPIEP. \ / PosT/cGLUMN OPEN aATSIFE AT Ul \ Y b HANDRAIL CONNECTION no Al u IANnRAII.SHALL SE GUNTINJrn1S THE FbLL LENGTH POST-TO-DECK CONIVL CT ION + FIEAUER/('IRDER-TO-POST CONNECTION OF THE STAIRS IIAPIOGRIP PORTION GAIL HAPIURAl1G m SHALL NOT BE LESS TITAN I-IMC NOR MORE THAN C'IN S, LOCATION USP NOMDER T)DEAIP AD APPLICATION USE MIN (2f 112"GIA GAI V POLTe WITH WASHERS AND NUTS CR0669EGTIONAL OIMEN610N,OR THE ERASE 611ALL " 9)BE PAWlA OR WEAR POST/BEAM ANCHOR AFPL'ITO EACH PIER Pr<ovmE AN EQUIVALENT GRIPRNG Sitar--ace GIRDER/HEADER TO POST/COLUMN CONNECTION IE)¢EArs Pales dll v.E.;E POST eenM nrvcHDe nrELY TO EACH PIER DER NGT SDUN IDOPIECBOF HIDINEAND Q< Y0 FAILED.111FI ETIN O PIECE OF SIDING BLOW m OffUNDISTURE3E O SOIL m GIRUER/HEADGR�� `�\ IAV PLASTIC BASE DIRECTLY ON = W E \, V."DIA LAG SOUS W/WARDERS UNDISTURBEU SOIL(ORGANICS REMOVED) ~ m OONNEOTEDTOHLDG w V.0 d N /� FIT CO2AGE STAIR TREAD�-O _ / FIT CONSTRUCTION TUBE AND Pww¢ POST/COLUMN -� BRACE TUBE Z cy /� v BRACE PERE -ACTOREG'IN TRCTIONC cp RIM BOARD— "� / A A�1I���� I LOCH FXAnnrvl. aJOIHTs IIIA =-II-1�lr=_� a3=III= %" "% T,IIH-SIFT-,111-,))LFII TIIrllllllll STRINGER j O, 4� ¢LOCKING FOR \JOISr Hal POST-TO-GIRDER/HEADER CONNECTION LAG Pot Ts _ _ LOCATION USP NUMBEk fi_SCf IP;OA APPLI64TWN RIN IRI/BD' sand:AlC.I.Il pas.w/resEa Pn<cw P73sr cnP HNcrIGR APPo TO EAcdcol ur�lru j Df5TURBED / POOR SOIL STRINGER TO DECK/PORCH CONNECTION 6.6 HOLLOW KOBEPOSTCAPANm TOR APPLY TO EACH COLUMN - GFAYJ RAVE^LAYeR OF causHen STONEOR HOLLOW COWMItl 31MPGON 9fRR112 LIC ANCHOR APPLY TO EACH COLUMN GRAVEL DECKIPORGH LEDGER CONNECTION LEVEL AND COMPACT PrMPA LAI'PLASTIC RASE ON COMPACTED GRAVEL LEVEL BASE u') 1 TIT CONST RITC PION iLHE ANp PI OMR CSRAGTUPF_ r"I rILI A5 PER MANUFACTIIRFF'IN4TRIICTIONfi ry4 WOOD JOIN I WOOD JOIST JOIST - - — Oma,\\� \ �% T � BLOCKING ��III � v�N CONC PIER FOOTING GGRSOT 5L STEMS FOOTING-FORM GIROERIIREADF'+ - A 'j 11B ACCORDANCE WITH SELI ION IM I t OF N Y 9 RESIDENTIAL CODE THIS DESIGN YYY COMPLIES WI TI I THE INTENT OF TI IF_GODS AND [HE MALARIAL OFFERED IS WOno JOIST F wOOD GREER �I T� I� 1 61RDER/HeaDER .��:/ El - /or LEAST THE EQLJ1,AIENT ICE DURABwrr AND EFFECTIVENESS OF THAT IMT PnrscR BED IN THE CODE- THE NELSON OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS TI INPIRODUCI ACCEPTABLE FOR USE W N Y 5 BASED UPON IG¢0 EVALUATION SERVICE REPORT FLUSH JOISTS WITH HEADER/GIRDER "i' SPLICED JOISTS OVER IIEADERIGIR-DEP Ea-ems aNesu¢JECT TO THE CONDITIONS THE REIN ALL TRIPLE CONNE�r ED To A FLUSH HEADER TO DE SUPPORTED WITH I LTJ IIIF PROPER S ELL NN C I'OR SPLICER JOISTS OVER HEADER/GIRDER PROVIDE NocNwc OF TWEEN JOISTS THAT ARE SPICED AND LCI IF ABLE,9ET R4 JOIGTS APRUX OA'HIGHER THAN LVL HEADERS LOCATION LISP SHIA FR OESCRIPTION APPLICATION USE911TH RTI)TYUONIN ANCHORS Q T." LOWFORSHRININOF JOIST I O GIROERIHEAOFS FILE TYDOWNANCHOR CONNECTTO EACH JOIST DECK & PORCH NOTES: HAILING SCHEDULE 1-i unlcis olrernlse noted.au rranuny marcral I bL tl Ac0 W-Wall ULoIra WILL, ---- A11OLDer, BeRl anaan,rarn In on gnlvrnl_aa or fl.mleas steel JOINT DESCRIPTION NAIL NAIL NOTES _ __ _ IOU urr sPanN_ '-1 Cbaer:far 111,totals lv ee bouea ar°nrgnrerua aaeb nae'ar pierwwr wannere anJ rmG. JOI ST TO A - Gnaert an vonarala plels shall ha anabarca with prepay steel eonnaovia andrwea M CUMMW PILL TDPPIDGI Da GlanaH JursT :aslL r aer�.ramwaeammlpmmvz',a I T' ,anrna,muwnh wama�.annnuI, CLIMATIC DESIGN CRITERIA am0Gw0 ;_sa CoemlDl, ueR roc ria TEJON GRODND WINO SEISMIC FROST WINTER IiCEPHIELD TEJO NG Er\CH TOE 3) PneGanppmhng Airtlera mall boand�metl laal['419'^1a"Ihvnrnnude Tnvtng 6NOW 6PEED O[PIGN WEATIICRING LINE FERRITE DECAY DE3IGN UN@ERLAVMENT FLOOD .- Useeminlmumll'1"ate 4 T Long anaher boll will Rol old its PonriogREVll - HNAR06 TOIOI¢l a-NCOMMON ENO NAIL London,ovro 112 LOAD (MPIII CATEGORY DEPTH TEMP- FEDUIREU _ - - -_-_-BLOCKING EHCII TOE MODEMTE PMGMT TD 3-1So COMMON AJ Dedgn6ly la llpve.hlodong al P'llor. BILBN. Y1a D SEVERE 3R. 11 f1�NER' - sILLORTGPPLATE i"A"'I NAIL -I.= MODERATE _-_nV LEDGER STRIP GCIi PACE E] Aminrmumnf l0 rich Anshlnpehall he lnslalloe bLlwuen lhu burldlny anlllatlVor TO SPA."' 3-1fia COMMON JOIST NAIL 't E. ahvfv etl{o hulltllnh unLM1 11'L"ala ho"amih wa-°h and nula JOIPION LLDG FA PLR lOL- talyoJ ha LONDON TO REAM JOIST NAIL 6) Convelo pier shall be a minlmum a"above grade RANO JOIST 3-1 ad COMMON PcR I END TO JOI6T JOINT TAIL LL ]I All lmsls lobe srpponeawlW hangar bdvrmhnn Earle JA','Fellalsahennchmaa BANDJOIBI tO 2_Id COMMON PER TOENAIL- 0 lagena) SILL ORTOPPLATE FDD) W C7 a Z 2 WIND COAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS o m u o O N N INSTRNCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 115E THE FOLLOWING APPROVED NSP METAL CONNECTORS FOR PROPER WIND RESISTANT a GOOD CONSTRUCTION. FOLLOW MANNFAGTNRE'S RECOMMENDED INSTALLATIO > > %' D m z zz KINGFLUOeSIT WALL BTUD ' RAFTFR�-��i�(J' "��\ I 50-OM PLAIE {{ �/• ❑ N ❑ ❑ (` LNOWALL CRIPPLE STUD - - - J j% gAI IITUB- "\ J / gyp\ RIDGE- - ,t V LEDGER _ / LOURIEdOISr J� / HEADER �n RAFTER \� SIUEWAL 7 %/ �V j/ A� JACK STUDS - Ll�\- A FLOOR USP BUD HER DESCRIPTION APPI(CATION _ A �/� A\ 161 BUDFDXHOLO DOWN 60NNRT TOISIDF Of ALL CORNERS -- EACH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Z ANCHOR TO FOUNDATION WI ANCHOR BOLTS SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR _ w _ CONNECT T015NE OFALL CURPIGR30N LOCATION USP NUMBER DESCRIPTIOIJ APPLICATION LOCAfIDN USP NUh1BGft DESCIYIPTIOIJ APPLICATION RAFTER 312E USP NUMBER OESLRIPTION G ICAFT JOIST DIRECTION WITH(:LIOISTS UNDGR WALL OLD DOWN BOTH 90T.PLATE OF]NO FLOOR AND TOP - r5 LSTAt¢ -II•I"ziS IDga STMP-AFEEATO EACHJALK STUD �� A"2Ba5TRAP APPLY OVER 13106E TO EACH RAFTER 2xCrlxq IB2F Igyn SLOPE HANGER APPLY TD EACH RAFTER REOGGR FOR,IOISTNOT DICTION UNDO PARALLEL WALLS,PROVIDE N ALL OPENIN.a _ YC R LCL O J 2ND. TDX5 ANCIiOR FLATFEET IST FLOOR CONNECTTHROUGH 1%t0 L52i0 lsgy SLOPE HANGEl3 APPLY IDEACH RAFTERILEDGER DI OCKING Qa]8J"OC WN ❑ J THE FLOORS TO EACH OTHER WI THREADED ROD ALL OPENINGS RT30R RT1 TVDOWN ANCHOR MPLVTOEACHCRIPPLESTUD Q LL Q Q WALL STUD II IROUGH-ROOF EXHAUST LEI Q r- VENTS VENTS SELECTED AND \ ,J Do / \ (LOCATED BY CONTRACTOR \ CO 0 VENT LAUGH CHANNEL ,,CCC A��\\ Q Q METAL STREP CRICKET AT 70P-SIDE OF AS REQUIRED CHIMNEY RAFTER /A A� Q NIMBI -- �J - �. /,� RAFTERS Mnwrpw \ %A\ � LL . WAI( SHEATHING VENTILATION WOOOJOIST -���� SILL ATE(s( —r - / SIDEWALLFLASHING RI OCI(INC BLOLKING •. .. % TOP STAFF �ti-� hSLEDGGR FOUPIDAIION �� - _ J FINISH`/VALL AND MOISTURE \ �� _ ?KM1 GOFFIT JOISTED ` BARRIER TO LAP FLABIIING V i ATTIC SHALL BE PROVIDED WITHA -FASCbI A \� \�\� STAPPING TO BE ATTAf.HEDTO WALL STU06 ENA OC /V �' ATWAIT. MAINTAIN GAP �V '/ MINIMUM NET FREE VENTTHEAREA 0 1pL AND ALL WINDOW/➢OOROPENING JACK STUDS \ / BFJWEEN WALL FINISH AND WALL STUD - J NOT LESS THAN IH50 Of THE AREA OF /-U GJTIER N/DOD GIROGR- FLOORJDIST DC-PTH USP N'.IMBGR D63CRIPTION FA ,� CATION RODFIpIG TD AVOID BOAI(ING THGSMLE VENTILATED ALL OPENINGS COMIN SCREENED VENT \\\ -- - - 40"OLSUN L BE COVERED WITH GORR0510N- CDNTINOFFIT I EST PLYWOOO W LBTAtn vu,r•xzd"zoee-STRAPK sruDS ( \ \ PENINGS OF A INCH IN FARME aS, SOFF TED EA/ERESISTANT METAL WESII WITIIMESHOPR TEAM '� %^� PROVIDE HEMMED EDGE AT_- _ " FI ASKING TO FORM CHANNE LOCATION USP NUPABF.R DESCRIPTION _ APPLICATIONF'll"OC �. 'S \- AND SO AS TO MAINTAIN AIR - - CNNECT TO Oq'-IA" LSTA30 t-IIJ'Y30"iD9a STRAPCI(5T \; _GMTO PREVENT CAPILLARY F'-5'RAFIEH RT10 1G-31n'e 10pa TVDOWN ANCH012EACH RAFTER PROVIDEBLOLERBERING WLLS ANLEADER ARE SPICED AND Ly OPervmcs '1` ACTION - - - -- ROOF VENTILATION / Ovea BEARING woos AND HEn➢eas F, m -- - - -- -- -�N3I ASLe'n"Oe \, CONNECT TO h- T ��\, q^-n^RAFTER RTzn zI-ue^.zgya rvo➢wN ANCHOR EpGNnArrER 50FFITED EAVE DETAIL - m TI lo. ORT itll"e3G"lova STRAP ANOJACI(BTUDS � \ �\ \ KEEL ROOFING NAlI50UT —_ ON ALI OPENINGS OFFLASIIIN6 X ! \� F1,LrO WAI I. \� >� � - ` �� Y \ � ao➢nuc 1 tPs nnsE FLASHINGI IHCM1EsRIOGe GAP OF SAME \ % QrmFTER /vBASEFLASHING WRAR6GORNEfBMATERIAL AS I300FING / �C%TENDE UNDER SHINGLES AT dlNAILED TO SHEATHING \SID°LE4INOHG6 PND LAPS '� _ THROUGH VENTHINGLES AT BASE MIN A INCI IES /�. ] WOOD•ICIST / (" ZC)TOP PLATE /% % GIRDERIHPADERSIDE WALL FLASHINCxIrrWQDDJDISTRWALL STAPPINGN BE ATTACHEOTO WALL STW$®n8"DC METAL FLASHING-AT ALL EAVES,SIOEWALLS, WALL STUD- t7 AND ALL WNDOWIDOOR OPENING JACK STUDS L RAFTERSANW RAKES--FRONpE HEMMED EDGJOIST DEPTH USP NUMBER DESCRIPTION APPI(CATION AS TO FORM DRAINAGE CH?NNELS ANG - - INETALLnb"OC PREVENT CAPILLART ACTION LOCNION USPNUMBER DESCRIPTION -� APPLICATION _ PRE,MANUFACURED AECP SHEATHING MIN t4l2" ALL JOISTS CONNECTED TO A FLUGIIHEAOER TO BE 3UPPDRIED WITH q' LBTA3G -IM1I'136"iPye STRAP AN0eAO1(BTWS - - CONNECT EACH RIDGE VENT FOLDS FROM PCA((TO ALLOW FREE THE PROPER STEEL CONNECTOR ON Al L OPENINGS RAFTER/PERE IS tU TVOOWNANCHOIi RAFTIERTOPLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET PIR JOISTS APRON V5 IICHERTHANLVLHEADENS IN DJACK'STUD CONFORM TO SLOP TO ALLOW F013 5HRINI(AGG S REDUCE BUMP OATS --- corvwETT OVER uFRGDr- 6"- IG" MBTAJO 1-ICI"xnq"tGRa STNAP ANDJPLK STUDS PL ATEANALL SPfI In CTUDPIAfGPNCIIOR PUNT AS TO EACH STUD ON AI L OPENINGS DBLsgI PInc LATE q .m gANN' / \ % J- -LJOIL' JOISTS U) TERM ITS SIIIELO — - SILLGASKET %'e T at-� 'niCnY LED SIGNS Y6 /2t0 GONI1NBOy6 WOOp FLA fE PTo I / / GRANUI ARL ILL STEEL COWIe1N - � �� % fie %x µODE ACI( ( I, / MOLTS 48' Wlt4 / GOING BLM �T,y • • 1/2 " MIA TO STEEL BE' TYP.CONC FOUNOAIIOIV r A GASKET I%! " DIA c STAG- ry DAMPPROOF EKTERICR �/ / / {T� GRILL POLI'ON Fi'TERIOR / - A ,� STEEL BEAM u �� t CONC MAS - ✓ /' ^ - .• �I h al/J re oTEEL TII / `t IDP AND ao ANC ELME V� COMPACT FILL ROOFING LAPS A �/ A) �^ in" R r 6 ANCHOR BOLI BASHING AT T /!" GROVT ICY � �' _�n / (,/ USE WITH 3x3 SQUARE.WASHERS SIDES ANO TOP ��� /t KEnvnr�ODlwc �'. C tout rrc ANCHOR BOLT CONNECTION _ " /0 u3P LBPsse DR OP5a3) \\ \ ` �� \ ~- 3° ¢TEFL coWnN O ?�T� FOUNDATION 61B"➢Ih AN6HOR BOLT 10 KIPS J r' Ix 1. FFIOING BAR rALIN01 BOLE CONNECTION SDPPOI3TING MA%(MUM SPACING PLASHING LAPS OI3AIN TILE — I" -��—J ROOFING AT BOTTOM � \ TE TO FOUNDATION iSTOav zaDc r \ TYPICAL BEAI'9 DETAIL CE OR FOUNDATION TE TO FOUNDATION zsraRlEs 3Fl TO STEEL / BOTTOM BEARING}, IVPILAL CONC FOBNDATION APPLY PILASTERS rylIN 3"STEEL COWMN AKCHORED TO]J"x2:'x12P'COKC FIG ACGORFOUNDATI ONI WIIGRENEEDED FOR 5TRLICTMM BRACING M PLATE TO FOUNDATION t?STORIf.S 5]"OC ROOF JACKET a VENTS DETAILAFUDM GRNQE SUB TO R / 1 �` DOUR FRAME .?�gy� CONC SLAB Di 1 6%G1m10 VNNw � � � �� FORSU sTi BPPN I. Lyu COMPACTFILL I FOR BLOCKOUT s" SLAB SLOPE ����'� W/ 6%6 WMI-I p"DRIYELAY-� NOTCIIJAIIAND ATEIF NEEIGHT PI PLATE ,%-j/. i� y( ( 'c - N T v2. TOBE ArliOlx�t?oRPAP RT1HAN IIx"AIRSPACE +� "' /5( AT END ANO e - - ' STEEL BEAN TO ALLOW FOR SHRINKAGE .�DC30=WOOD , A A (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED( i �(� GRpfE -- ;SCAMS Tc H� �l 'L 'A I� I�J off- —suBBODR L NOT CH BEAM FORMUDEILL IF REQUIRED-MAXIMUM AN of Wr �� HOIST --� � NOT c11 C0UALStII DEPTH OF BEAM MIN REINFORCING 8XT . 0 r -'REINFORCING BIkZ - Ia - /I "x -STEEL BEAM SHEET METAL 13B•Y FELT UIJDER BEAM AT POINT ym_ k ms MLR DI(AINTILE (n J \ OF LORI WITH WNOREFE OR CORE BLOCK - III IIIA 2 PL4TE(BOLTED DO REAM) SI IMS TO LEVEL BE VM TVPICAI-CONC MONCLITHOFOUNDATION REINFORCE WITH(MAI REINFORCING BARS THICKEN SLAGE BENEATH BEARING WN L6 AND COLUMNS � 3"MINIMUM BEARING FOR WOOD BEAM GARAGE DOOR BLOGKOUT REINFORCE FOD TING WII11(2)AI REINFORCING BARS LL Q BEAM POOKET w (Dr Q a z Q soJ U WQ O N O _ es _U �� g /� t� I ^-rC WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: __ 0 9 aS A O I & ROOF FRAMING: OCCUPANCY CLASSIFICATION_ R3 RESlDENrIAL (9 p m �` 1) RIDGE-TO-RAFTER ASSEMBLY' RESIDENTIAL DWELLING z Z Z 1-114"x 20 gauge strap shall be attached to each pair of rollers in accordance 1.fable 34 JOINT DE5GRlPTIDN NAIL NAIL NOTES ELD hj N USE DTV. SPACING w When a so'or is used in leu of a edge strap,Ihn mlmhnr of tOd common nails required — BUILDING HEIGHT IE-II m eerh eud of the conal lie need not exnseJ the tabulated nurtlbm of Bd nails in the strap RAFTER TO B'WALL'3-8d COMMON EACH TOE-NAIL TO-AL SO. F'. OF CONSTRUCTION LIVING SPACE 1914 S.F. , DECKS. 528 S.F. N 0 CONSTRUCTION NOTES: TOP PLATE Ill 4-ed COMMON RAFTER r p The lnlormalwn wilMn his set of wnslmcn.n documents is related to basic design '-) RAFTER-TO-N/ALL ASSEMBLY CEILING JOIST 8'WALL 3-8d COMMON EACH TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND intent and framing details They are Intended as a constmch.n aid,net a x shlule Lateral framing and shear wall connections for ratter,ceiling or tress to mp plate shall be in TO TOP PLATE 10'WALL'4-ed COMMON JOIST 19-5 SBO HIGH WIND EDITION WOOD FRAME CON5TRUCTION MANUAL for normally accepted good building practice.and cempllance with current Ne ork accordance to table 33 Whenaafteror Wes do not fall in inewdh studs belov{ra¢ea - FR.AMING ELEMENTS AS PER FLOOR PLANS, CR0555EGTION AND GENERAL NOTES Solebudding codes The General Contractor is responsible forpmviding standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER ASWFCMASBC3] LAP( NAIL EXT. BALCONIES 60 construction detalls and procedures to ensure a professionally finished,structurally thelothevdall studwith uplift cannel.tions.Roofs Worhangingthe him side of the building LU sound and a weatherproof completed product shall be c...rated with uplift connections in accordance with table 3 3c CEILING JOIST LAPS AS PER TABLE 37 EACH FACE DECKS 40 U OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 2) Th.General Contractor is responsible fol ensuring that all wortand conslmcllon 3).WALL-TO-WALL ASSEMBLY COLLAR TIE AS PER TABLE 34 EACH FACE ATTICS ./ STORAGE 20 (n W meets current federal,scala,county and local codes,orJinanaee and requlalions,etc Wall slatls above and studs below a floor level shall he attached with uplift .-,-actions in TO RAFTER WFCM-SBC END NAIL RESIGN LOAD CALCULATIONS These codes are to be considered as pad of the sp, eFinmerdkers for this budding and accordance with table 3SJ,When wall studs above do not fall in hoe with crude below,the BLOCKING EACH TOE (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD( 45 Z p z should be adhered to even d In variance with the plan sWtls'shall be attached m a common member in the Floor assembly wrth upLft connectors in TO RAFTER 2-BA COMMON END NAIL ROOMS (OTHER THAN SLEEPING( 40 O Fn J 0 accordance with table 3 3 — 3) Dimensions shall lake precedent over scaled drawings RIM BOARD 2.15d COMMON EACH ENO ROOMS (SLEEPING) 30 4) WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL STAIRS 40 Q O (OG NOT SCALE DRAWINGS) First wall studs shall be connected to the foundation,sill plate,.r bottom plate with uphR WALL FRAMING: GAURDRAILs (ANT DIRECTION) zoo 4).The designer has not been engaged for conslrucuon supervisor and assumes no connectors.Steal slaps shall have a minimum embedment of]aches in concrete B W J respunsibilily lorcansWcllon ro.rtlinatlnB with these plans,nor responsibili'ys.fet foundation heplate and nalotl m"e oniancewnletable 336 Whblock en steel straps are lapped untleunddations,orlappeder the JOINT DESCRIPTION NAIL NAIL NOTES EXPOSURE CATAGORY DTV SPACING ~ J construction means,methods,techniques,sequences,or procedures',Or f" y t - LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION J W M O Presenters andns,programs in connectionwishthe work There are nnwarranties fora bottom plate,3 inch square washes shall be used with the anchor bolts-Anchor boll TOP PLATE TO 2-lad ODMMUN PER FACE NAIL (ROOF - FOUNDATION) DETAIL AGUE r GENERAL NOTE PAGE QQI� U) specific use expressed anaphor In the use of these plans- spacing is to be spaced and acted n,accordance to table 32a In addition to spacing, TOP PLATE _ FOOT SEE NOTE 1 anchor bolls are t°be spaced between 6-12 Inches from the end of a sill plate ad rill JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAG-E p carders. TOP PLATES TERSECTION 4-16d COMMON 5) Refer to the Window and Door schedule for exlenor openings INTERSECTIONS EA SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 24" FACE FIRE PROTECTION Sym.. 6) The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD TO 2_i6d COMMON SEE FLOOR PLANS or exceeds manufacture's specifications and applicable codes- Type l exterior shear walls with a minimum of Ph6 inch wood structural panel on the exterior STUD O C NAIL (SMOKE t G02 DETECTORS) attached with ed common nails at G".c at the Panel edges and 12"o r In the field,and HEADER TO find General Contractor to consult with the owner for allbwlt-in Items V2 Inch gypsumwallboard"athe annoraltached wide Ed coolernailsall"an.aIpanel HEADER EAfind COMMON 18"O C FACE ALONG EDGES NAIL TRUSS DESIGN N/A - STANDARD StIGK FRAME CONSTRUCTION m edges and 10"o.c in the fold shall be m accordance with the length regwrements spoofed - ENERGY CALCULATIONS RESCHEDK 3.5 RELEASE such as bookcases,shelving,pantry,closets,tams,ole in table 3.15.-b TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TOSTUD 3-16d COMMON PER2x6STUD NAIL an 8) Wind load requirements shall be taken into account during construction fit.TYPE II EXTERIOR SHEAR WALL CONNECTIONS BOTTOM PLATE TO FOUNDATION NOTES: PER FACE NAIL U en Type PE11 norshearwallsshall meet the requirements of tabic 315.-b bans the appropnale FLOOR JOIST,BANDJOIST, 2-IINCOMMON FOOT SEE NOTE 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adluslment factors in table 316 END JOIST OR BLOCKING -- 1) The General Contractor and en Masan to review plans,elevallens,rotors and notes 1. 1— u�i N determine referred heights o(flnished floors)above typical tare ] .INTERIOR SI IEARWALL CONNECTIONS FLOOR FRAMING: GROUND WIND SEISMIC FROST WINTER ICESHIELO SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENTT HAZARDS H rn Allowable s'idewall lengths provided in table 314 shall be permifted to be increased when NAIL NAIL v m JOINT DESCRIPTION NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REOWREO 2) At footings to rest on undisturbed lmrgin)soil interior shearsels are used Sheathing and sonneationssholl be in accordance with OTY. _SPACING 2442and224respeclrvely JOIST TO PER TOE MODERATE SLIGHT TO h' 31 Provide 112"expansion l.mt material between concrete slabs and abutting SILL,TOP PLATE OR GIRDER I-ed DOMINION JOIST NAIL 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 LL concrete or masonry walls recall extahor or uahaated latero,areas 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS Y Hendershot.,girder connections shall be attached with uplift connections in accordance BRIDGING 2.Ad COMMON EACH TOE 4) Any now concrete wells both, designed to singing concrete strustareshall with table 35 Window eft plains shall behave star lcome.ckiaccordance with table TO JOIST _END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: a o be installed with 114 re-baf,16"long at 12"o c.Use approved epoxy for installation 36 BLOCKING2_Bit COMMON EACH TOE O > ce TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATEUs 5).Unless olherwtse doled,all slabs on grade to be 2500 ps.i Concrete to be 9) CATHEDRAL CEILING ASSEMBLY BLOCKING TO. EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES = LOU m pouted on 4ach thick s.adergaval flllwilh 6.6 we mesh,einlbrrdng therimslabs Nrnereandgeislohe used asaslrucluml beam,therafleashall either be nached and 3-t6tl CONAMON t°be minimum 3-112 inch(hick. anchored on lop of the beam or slope connectors shall be attached t°each rafter-m-ndge SILL OR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE ed COMMON @ fin O C. ed COMMON @ 6"O C. SEE NOTES H 0 Z along the open ceiling partes the building Connections to the nota and wall shall be be LEDGER STRIP EACH FACE INTERIORZONE ad COMMON @ B"O C 8d COMMON @ 12"O C SEE NOTES 1 (BOTH FIELDS) O r 6).Crawl spaces to be provided with a minimum 18"x24"access opening Install one TO BEAM 3-15d CON+IMON JOIST NAIL NOTE 2 FOR PANEL F GLO Zere al elfind with the aboverequirements 8x16 cast Iran foundation vent for every ISD sq It chorea. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Bit COMMON PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS Ed COMMON@4"OC ad COMMON@4"OC SEE NOTES:1,3 rp TOBEAM JOIST NAIL NOTES 7) Dampproof exterior of foundation with bituminous eating as per section R406 of pressure PER END N.Y.S Residsm al Construction Code A 5-red polyethylene film shall be applied over 1).Unless otherwise noted,all 11.Francea Untan a be it1 ACD treated lumber BAND JOIST 3-16tl COMMON JOI51' NAIL the belowgmde potion mf nitons walls prior to bwalnnlling- All fasteners,Hangers and antl,.rs to be 9nlvimmetl or stainless steel. TO.IOIST THESE NOTES ARE ONLY TO BE REFERRER TO IF MENTIONED IN SCHEDULE NOTES ONLY BAND JOIST TO 2-16d COMMON PER TOENAIL 2.Girders for deck juice 10 be bolted to each post with washers and nuts SILL OR TOP PLATE FOOT SEE NOTE-1 1) For roofstieathing within 4 feet of the perimeter edge of the roof,including 4 feet on cash side ofthe roof peak, B)-Drainage as per secure R405 of N Y 5 Restlenlia Consrruclion Code. ) 1 proper s FRAMING NOTES intNmncrete With leelconaeamraanoluts ROOF SHEATHING: e4m.1perimeteredgeaneallanhnrenlaagWredoberbenand into concrete w¢h a minimum 112"ria x 7"long anchor boll milli washers and nuts 1 .All hearing leahhi ues and.,.leads as reseri live rest 11995 SBC Hi n Wag JOINT OESCRIP" NAIL NAIL 2) Tabul.ted 12 hash a c.nail spadng..'amens sheathing attached to rafter l truss framing members with G>049 g q p p resign o g 3).Posts supp.Nng giMers shall be anchored to a 12"x12"x12"thick Concrete forcing. DTV. SPACING For framing members with<042<G<049,the nail spacing shall be reduced t°6 inches o 0 Edition Wood Framing Construction Manual Use a minimum 1l2•ria x]"long anchor holt with washers and nuts.Footings Shall be 3(I. q5 PER TABLE 3 B below grade.Parches with covered roofs shall have 12"din concrete piers for the girders STRUCTURAL PA NEL Bit WFCM-SBC 31 Tabulated 4 inch°c not spacing assumes shealhing to railer I tress framing members with G>049 For 2) Unless olhenvi.'e noted,all framing and stmatural wood malenal to be it2+BTR Douglas Ftr 4)-Deck lasts to have blocking at 8'0 a a CEILING SHEATHING: iraminp members with n 42<G<0 49,the rad spacing shall he reduce.to 31na es.c 3) Floors,walls,connote and refters to he spaced at 16Inches o c unless noted 5) A mindoum.11flesh Nishun g shall be installed between the building and ledfor JOINT DESCRIPTION NAIL NAIL w .marw.e Ledger to be f..Inned 1.bdadmg vnm,lr ria b.us with wasner..nd oats GTv SPADit_ING WALL SHEATHING REQU_ IREMENTS FOR WIND LOADS: 4) Unless otherwise Haled,all bearing wall headers lO be 12)2x1DM12 t BTR Doug Fr. where neetletl. GYPSUM WALLBOARD Sd COOLERS 1❑•p C FlELD SI IEATHING LOCATION NAIL SPACING (NAIL SPACING AT INTERMEDIATE NOTES W Bearing wall headers m have(2)lack studs and(2)full length studs on each sloe of all 6) Concrete piers shall be a minimum 6"above grade. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD openings LVL headers t°have(3)jack surds and(2J full length studs on each side of WALL SHEATHING: 4'EDGE ZONE Bid COMMON @ C 0 C 8d COMMON @ 12"0 C SEE NOTES 1,3(BOTH FIELDS) openings Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joisls to be sappoded with hangers aad anchors Each Join[shall also be anchored NAIL NAIL NOTE 2 FOR PANEL FIELD (� operate between A'1 and G'0 and 2xfi wall.pendigs between Ytt and 0'a Provide fire [.girder(.') JOINT DESCRIPTION ATV SPACING INTERIOR ZONE ed COMMON @ 6"O C ad COMMON @ 12"O.. SEE NOTE 3 7�i and flocking where opphc.bl. STRUCTURAL AS PER TABLE 39 NOTES 94 8) C.vered Seats shall be assembled and anchored the same manner as a typical holding PANELS 8d COMMON WER TABLE C Q 5) All flush bcamslheaders to be installed with heavy duly galvinaed hangers and - carborswhere apirhrabl.to all corrosion hoists PLUMBING NOTES 711 F` 6d COMMON 3"OC EDGE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES Oil - Q PLYWOOD 6"O C.FIELD 6) Double tip feminists under walls that ren parallel to the Floorjoisl and under hathtubs 1) All water supply,drainage and venting to be installed as per NY S Residential - GYPSUM P' OC EDGE Floors 1.have ceramic toe III ad shall be verified for proper load capacity unless noted Conslmch.n Code ad COOLERS 1).For wall shealhmg within 4 fee[of the corners,the 4 fool edge zone allachmnnl requirements aha on plans N/ALLBOARD 10"O C FIELD be used. 2) Ventyseptic system with the Engineer for Suffolk County Health Department approval FLOOR SHEATHING: 2) Tabulated 12 inch a. nail spacing assumes sheathing winched to swd framing members with 7) Provide blorkmglbrld9ing in 9o.rlrnsis at e'0 a Use solid binrkmg in Ooorjoisls 3 If wall studs, laces or oleic are cut out during installation for any plumbing relalerl work, NAIL NAIL G>049 For homiest members with 042<G<,the rad spacings shall be reduced to filnches o.c t ;1•'. Under all hearing walls ) p 1 JOINT DESCRIPTION pTY BPACING 0 provide adequate orating and plains to protect and secure the structure Verify with the r. e) Provide insulation baffles al save vents between rafters.Install draft blocking as slate code and manufacture's recommendation for maximum hole size and spacing permitted STRUCTURAL PANELS 6"O C EDGE 3) For exterior panel.'ding,galvmrzed box rads shall be pnrmdted t°he substituted for common nails 1' OR LESS ell(•OMMON 12"D C FIELD headed HVAC SYSTEM NOTES //.� ��fyLLL`I^I - 9) Unless olhervdse noted,all roofs and walls to have a minimum V2"thiel(,4-ply Fir 1J Mechanical subc.nlraamrls resp.nsible f.r.dh..riEq to all applicable codes and safety NOTES: WALL LEGEND l \D ^ ' COX evictor sheathing grade plywood Plywood to cover over pinles and headers. requirements- I HESE NOTES ARE ONLY TO BE REFERRED TO IF {� 10) Unless othoomse noted use 314"thick T&G PTS Fit,,,Advausch plywood sObn.Or 2) HVAC subcontractor is to fully coordinale all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY NFW WALLS adhered with PL400 adhesive and screwed to floor joists Finished Boor to be installed equipment suppll er, mi.r subfloor as per manufacture's Instructions 1)-N.Jing requirements are based on wall shealhmn EXISTING WALLS � 3) HVAC sebconlracm,l°provide foal system layout drawing and Sul to the General nailed V rHander at the panel edge.If..If shealhmg eUock Gma ewallseed is oared 3".n-center at the panel edge to obtain higher WALLS TO BE REMOVED .isluxshoistanlshe q r m wands revel 2"!hick m far final e e t crural Its[o frau_1/ and owner ° U cls fors m 11).All bathroom wall � Contactors � ceilings and over furnace to have 5/9"thick type-xsheetmck.All other of fail n A N membeapacilies,nailing rr,oremn to have regular 10"sheetmck All walls to be taped and finished ELECTnOCAL (VOTES; mchas hear b.douhall be sedtalternmconnectors, such as shear plates,shall be used lO maintain load path. ITMO 12) All roof with a pitch less than 412 shall be installed wish an Ice 8 Water border or 1) All elnsional to be installed as per N Y S. R.sidenfial Conslructinn Code 2) When wall sheathing is co"lin°.us ever connected approved equal-Flat mots all be applied with a Fiberglas base sheet with an EPDM torch down type manual over 2) All rentalmode shall be approved by a qualified W,derrvnter membetabulated number malls shall be peimltted to be reduced tot-16d nail per to fool Tom 13) All sill plates and wood in contact with connote to be pressure treated SIII plates In TiInstep Smoke deteclms and Carbon Monoxide detectors throughout as par social R317 a he installed with a roam sill gasket and cop-rvtex termite shield or approved equal. of N V 5 Residential Co"slaction Cod. 0 r Ill � firm a