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34991-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34269 Date: 04/12/10 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2360 VILLAGE LA ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 26 Block 1 Lot 15.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 14, 2009 pursuant to which Building Permit No. 34991-Z dated SEPTEMBER 14, 2009 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 FIRST AND SECOND FLOOR DECK ADDITIONS, WITH OUTDOOR SHOWER STALL, AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #5436 DATED 1/8/04. The certificate is issued to JOHN B HENRY REVOC TRUST (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ N/A PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural'or topographic features. 2. A pioperly 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 l. 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.' Avrl f0, 2016 New Construction: Old or P_re=existing Building: v (check one) Location of Property: 23 60 u16 law— House No. Street Hamlet Owner or Owners of Property: _Ip 0 k v, Q, /U eol, C4 Suffolk County Tax Map.No 1000, Section 4 e" Block / Lot /,S': .� Subdivision Filed Map. Lot: Permit No. 3,�q��Date of Permit. Applicant: JJ ©f4A) 9• Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:�- (check one) Fee Submitted: $ 5100 L c) Applicant Signature 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. 34991 Z Date SEPTEMBER 14, 2009 Permission is hereby granted to: JOHN HENRY 54 RIVERSIDE DR APT 16-B NEW YORK,NY 10024 for ADDITIONS/ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR AS APPLIED PER ZBA,TRUSTEES & DEC. REPLACES BP # 32524 at premises located at 2360 VILLAGE LA ORIENT County Tax Map No. 473889 Section 026 Block 0001 Lot No. 015 . 001 pursuant to application dated SEPTEMBER 14, 2009 and approved by the Building Inspector to expire on MARCH 14, 2011 . Fee $ 250 . 00 Authorized Signatur ORIGINAL Rev. 5/8/02 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. 32524 Z Date NOVEMBER 29, 2006 Permission is hereby granted to : JOHN HENRY 54 RIVERSIDE DR APT 16B NEW YORK,NY 10024 for ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER ZBA,TRUSTEES&DEC. (THIS REPLACES BP #30065-Z) at premises located at 2360 VILLAGE LA ORIENT County Tax Map No. 473889 Section 026 Block 0001 Lot No. 015 . 001 pursuant to application dated NOVEMBER 29, 2006 and approved by the Building Inspector to expire on MAY 008 Fee $ 250 . 00 ut or ' ed S gnature r ORIGINAL Rev. 5/8/02 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) 3asa� PERMIT NO. Z Date FEBRUARY 2 , 2004 Permission is hereby granted to: JOHN HENRY 54 RIVERSIDE DR APT 16B NEW YORK,NY 10024 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA, TRUSTEES AND DEC WITH FLOOD PERMIT AS APPLIED FOR at premises located at 2360 VILLAGE LA ORIENT County Tax Map No. 473889 Section 026 Block 0001 Lot No. 015 . 001 pursuant to application dated FEBRUARY 2, 2004 and approved by the Building Inspector to expire on AUGUST 2 , 2005 . Fee $ 250 . 00 l Au o ized Signature ORIGINAL Rev. 5/8/02 30CD(Ios 111 Fourth Avenue#2M 24190 Main Road ® Q New York,NY 10003 PO.Box 444 studioab@earthlink.net t.212 677 2887 Orient,NY 11957 www.newyork-architects.com/studioab f.212 677 7898 t.& f.631 323 1426 June 28, 2004 I F.`; ( gm lJ-re----I . �I, i, fl Building Inspector jf �' ? "'�''- 1201W ;�)' Building Department ' ,�� ' JUL ' 6 Town of Southold, Town Hall, 1 P.O. Box 1 179 ''._..- 53095 iviain Road - n Southold, NY 11971 _..' Building Inspector: Re: Addition to Henry Residence Tax Map #: 1000-026-01-15.1 Street Address: 2360 Village Lane Orient Contractor: Robert Christensen This letter is verification that the cylindrical concrete forms for the foundation were installed as per Building Permit Documents. The bottom depth was 36" below grade. Sincerely, Hideaki Ariizumi, AIA Z Architect 0237� p�� OF� 'Z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ 7UNDATION. 2ND [ ] INSULATION � AMING [ ] FINAL [ ] FIREPLA E & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARK ale ze DATE ,= d INSPECTO � J 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /- ✓��-^p - u/`� DATE - INSPECTOR o, a. SOl/lyOlo COUNOV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST" [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ l] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION t - REMARKS: C. OA.� DAT INSPECTOR �ls�/I—� _ pF SO�Tyo�o Comm,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ IN. [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMA KS: ffj�n�,,s c DATE y o INSPECTOR OF SOUlyo�o 3 *ql Comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE `� ���-1� INSPECTOR �, 'r FIELD INSPECTION REPORT7 DATE COMMENTS b FOUNDATION(1ST) ------------------------------------ - � C FOUNDATION(2ND) r7 S�o C�2 �i CID ROUGH FRAMING& PLUMBING d y a r INSULATION PER N.Y. H STATE ENERGY CODE FINAL -'� U 44 - w0 ADDITIONAL COMMENTS -(-, C6 _ Qalsn� L`b,Z �m - (o 0 Q 0 J cN � O � I x r� r y x d m b TOWN OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLI?%NY 11971 3 sets of Building Plans X TEL: (631) 765-1802 Planning Boaral approval FAX: (631) 765-9502 oc 7 Survey x www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. u e- Trustees rd b.P Examined Z 20_Z Contact: STUd(b a�b Approved ,20 Mail to: 446zr I - - --- Disapproved a/c 1!I FcvfA AVe , #2-M N Y,,N,Y, /0o03 �rr�� Phone: 2 ?— Expiration �i 20 ` C 1�- `G Buildin Inspector i - APPLICATION FOR BUILDING PERMIT Date .Ju 2c , 2003 ti INSTRUCTIONS a. T1�is 0 icatioh-MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicNLht or n one,if a corporation) 5 q Rig ei-&cue- br,'0e, Api A-D, N� Al (Mailing address of applicant)" 1002 y State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder D w vier Name of owner of premises J A h 6, He-mr- q (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 will be done: 2 3 GD Ur 11,t e Latin House Number St et Hamlet County Tax Map No. 1000 Section 2 Block O I Lot �� 1 .Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended us and occupancy of proposed construction: a. Existing use and occupancy 0 he— -r w0` 1 gr e 1114 b. Intended use and occupancy 5 iq M C 64 S A 80V C ' 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work CO (Description) 4. Estimated Cost Fee &35! O (To be paid on filing this application) 5. If dwelling, number of dwelling units 0 N C Number of dwelling units on each floor N A If garage, number of cars V�J f�- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 0ZA- 7. Dimensions of existing structures, if any: Front 36,, Rear 36, Depth 3 Q Height r '7 ` W " Number of Stories 1 -5 Dimensions of same structure with alterations or additions: Front2. Rear �t0 Depth -3 U Height 17 5 " Number of Stories T-.5 8. Dimensions of entire new construction: Front &f iG� Rear ) Depth Q IA- Height /A Number of Stories N //a- 9. Size of lot: Front (go Rear Depth o ff 5X 10. Date of Purchase M-aca 5, j ojc(�' Name of Former Owner C�a l kS ���p o Al 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO-�LWill excess fill be removed from premises? YES NO N,Y N,r/Crazy 14. Names of Owner of premises j o h n, 8. eM`'mil Address Jr 'aers e-�e dr., Phone No. Z 12--7 Name of Architect 5fad, o G/6 Address 2q/yQ Mli«, Rood /�WoneNo 6,31— .32-3—/ Z.6 Name of Contractor Ro bet-1- hrisfe-m5c- 1 Address R 0. doz/ Or,cot- Phone No. 631—32-3—2 6 16 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_X N0 * 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 * 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 S'u Fool ) �, being duly sworn,deposes and says that( h is the applicant (Name of individua signing contract) above named, (S) Ie is the O LU Ocr (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 day of - 20 Ll L Nota Public Signatu q f A licant LINDA j.COOPER Notm Public,State Of Nsw York No. 22563.Suffolk Cn fitly�7�k Terra E*rw 6; acamber 31, .� James F.King,President o��rjf so�ryo Town Hall Annex Jill M.Doherty,Vice-President 54 Main Road P..O.O.Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen Bob Ghosio,Jr. �Jj Telephone(631)765-1892 �yCot" Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0476C Date: October 2,2009 THIS CERTIFIES that the construction of a set of stairs from existing deck to the ground At 2360 Village Lane,Orient,New York Suffolk County Tax Map#26-1-15.1 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 1/31/02 pursuant to which Trustees Wetland Permit#5533 Dated 4/29/02 was issued and conforms to all of the requirements and conditions of the applicable provisions of law.The project for which this certificate is being issued is for the construction of a set of stairs from existing deck to the ground The certificate is issued to JOHN HENRY owner of the aforesaid property. Authorized Signature TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT FORMER OWNER,, _ ACR. ////(J '� tm+' ! �" ty°�- �. :f' ""+"`..._•,:.`�le«`uii` /.,:!�'Cf4.L. F �C,.-' i.'�'°b:,.'d I / !/ _ {J y �y�/� S(�'.�q �p W/ TYPE OF BUILDING t_-.6' `V' e 1 c%l.I� G o'o !��6 7 ^ ZES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value � e LAND IMP. TOTAL DATE REMARKS VA t? 0 »` L 0 i'ln 1V l Ci t �sOO (DO 4 000 1l9 �� �'-0.`"� . `i ' r�'� j � . e �� �b a-3 r• ���3 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 1 2 Tillable 3 v/oodland 3,Z — 2-1 ?(p Ct9 G Swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD ' House Plot DEPTH .. BULKHEAD Total DOCK y{ k � COLOR Ar t - gym, TRIM _�_—'�� .�•".r...wa e,""`r`.�-.- -�-vim:.:._,�_ry �-- 90- J I A. Bldg. �� ,� � oundation Bath Dinette xtension Basement rh, a Floors ® K. xtension Ext. Walls /Y - Interior Finish LR. xtension Fire Place Heat DR. ° Type Roof Rooms 1st Floor BR. Bch ' ' }a �r� creation Roo Rooms 2nd FloorFIN. B. orc f N Dormer ;reezeway - Driveway iarage i 'atio l ). B. T ota l i i APPEALS BOARD MEMBERS Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehringer P.O. Box 1179 Lydia A. Tortora Southold, NY 11971-0959 Vincent Orlando Tel. (631) 765-1809 James Dinizio, Jr. Fax 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS t TOWN OF SOUTHOLD JAN 2 1 20 - 1, FINDINGS, DELIBERATIONS AND DETERMINATION L _ MEETING OF JANUARY 8, 2004 Appl. 0-54Y6- JOHN B. HENRY Property Location: 2360 Village Lane, Orient; Parcel 1000-26-1-15.1. 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 4,522 sq. ft. parcel is improved with a two- sto,'y, one-family dwelling with garage. The northeast corner of the dwelling is 9.3 feet from the eWterly front property line along Village Lane and 11.1 feet at the opposite corner. The remaining yard setbacks are 14.7 feet from the north side property line, 16.1 feet at the south side, and 22.4 feet from the rear property line, at its closest points, as shown on the March 22, 2002 survey prepared by Joseph A. Ingegno, L.S., revised September 16, 2003. Based on the 2003 survey map, the existing lot coverage calculation is noted by the applicant to be 21.25%, or 961 sq. ft. BASIS OF APPLICATION: Building Department's August 14, 2003, December 3, 2003, and December 18, 2003 Notices of Disapproval, citing Sections 100-242A and 100-244, in its denial of a building permit application for new additions and alterations, proposed at less than 35 feet from the rear lot line and exceeding the 20% lot coverage limitation. In the final Notice of Disapproval dated December 18, 2003, the Building Inspector removed the reason for disapproving new construction within 25 feet on a side yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on December 18, 2003, 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: Applicant wishes to construct a new overhead door, proposed second-story bay window, proposed 21' x 8' ground level wood deck in the same footprint of the existing concrete patio with existing 167' upper level deck and 4' wide steps, and proposed exterior staircase/landings with guard walls, as shown on the survey prepared by Joseph A. Ingegno, L.S., revised September 18, 2003, and diagram prepared by Hideaki Ariizumi, R.A. dated 7/6/03. The proposed setbacks shown on the September 18, 2003 survey are (a) 22.4' to the rear property and (b) 10' to the southerly side property line, at its closest points. ` 1r Page 2—January 8,2004 Appl.No.5436—John Henry 26-1-15.1 at Orient ADDITIONAL INFORMATION: During the December 18, 2003 public hearing, the applicant and architect furnished a new chart with variables in lot sizes, lot coverages, setbacks, and new calculations for his property, based on different surveyor maps issued in 1999, 2002, and 2003. The applicant bases his variance requests on the most recent survey, revised September 18, 2003, prepared by Joseph A. Ingegno, L.S. REASONS FOR BOARD ACTION: On the basis of testimony presented:-,- aterials+submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing setback is +-22.4' to the rear property line, which will be maintained with the new deck construction. The new cedar deck construction will replace an existing concrete patio, and will be underneath an existing second-story deck. The southerly addition is for an exterior open staircase, on an angle, providing access to the second floor. The owner/applicant of this lot also owns the house on the adjacent lot to the south. 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 setback of the house is nonconforming at 22.4' to the rear line, and with respect to the staircase, there is no alternative access to the second floor, and the additional building area increases the lot coverage. 3. The variances granted herein are not substantial. There is an upper level deck existing, and the proposed ground level deck does not increase the footprint of the building. The staircase is necessary for access to the second floor. 4. The difficulty was self-created when the new construction was planned without conforming to the current Town Code requirements. 5. No evidence has been submitted to suggest that a variance in this residential community with smaller, improved waterfront lots, will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant has also requested and obtained written authorization from the Town Trustees under the Town Wetland Ordinance dated on or about April 29, 2002. 6. Grant of the relief requested is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions, 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 Orlando, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the survey prepared by Joseph A. Ingegno, L.S., revised September 16, 2003 and diagram prepared by Hideaki Ariizumi, R.A. dated 7/6/03. This.action does not authorize or condone any current or future use, setback or other feature of the 'w Page 3—January 8,2004 Appl. No.5436—John Henry 26-1-15.1 at Orient subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Tortora, and Orlando. (Member Dinizio, newly appointed 1/6/04,)abstaine ), solution was duly adopted (4-0). Ruth D. Oliva, Chairwoman 1/16/04 Approved for Filing r FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 1, 2003 AMENDED: August 14, 2003 TO: John Henry AMENDED: December 3, 2003 54 Riverside Drive, Apt. 16B New York, NY 10024-6553 Please take notice that your application dated August 1, 2003 For permit to construct additions and alterations to an existing single family dwelling at Location of property 2360 Village Lane, Orient NY County Tax Map No. 1000 - Section 26 Block 1 Lot 15.1 Is returned herewith and disapproved on the following grounds: The proposed addition to this non-conforming single family dwelling on a non-conforming 4,522 square foot parcel in the R-40 District is not permitted pursuant to Article XXIV Section 100 242A which states: "Nothing in this article shall be deemed to rrevent the remodeling reconstruction or enlargement of a non-conforminR buildirfg 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 pertainin to such buildings." The existing single-family dwelling notes a rear vard setback of 22.4 feet an existing single side vard setback of 16.1 and a total side yard setback of 30.8. Following the proposed additions and alterations the dwelling will maintain a rear yard setback of 22.4 feet and create a new total side yard setback of 25.2 feet and a total lot coverage of 23 2 percent Therefore, the proposed addition is not permitted pursuant to Article XXVI Section 100 244 which states that non-conforming lots measuring less than 20,000 square feet in total size require a minimum rear yard setback of 35 feet a minimum total side vard setback of 25 feet and a total lot covera e o 20 feet. Authorized Signature CC: file, Z.B.A. /.04 MON 10:22 FAY 212 362 4383 PANDA COPY . 121 002 0 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER EFFECTIVE DATE 1-4738-03058/00001 Aril 11,2003 FACILITY/PROGRAM NUMSER(S) PERMIT EXPIRATION DATE(S) Under the Environmental Conservation Law Aril 11,2008 TYPE OF PERMIT ■New ❑ Renewal❑ModiFlcation❑Permit to Construct ❑Permit to Operate ❑ Article 15,Title 5.Protection of Waters ❑ Article 17,Titles 7,8:SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Article 19:Air Pollution Control ❑ Article 34:Coastal Erosion 0 Article 15,Title 15:Water Transport ❑ Article 23,Title 27:Mined Land Management Reclamation ❑ Article 15,Title 15:Long Island Wells ❑ .Article 36: Floodplain Management ❑ Article 24:Freshwater Wetlands. ❑ Article 15.Title 27: Wild.Scenic and ❑ Articles 1,3,17,19, 27,37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380:Radiation Control ❑6NYCRR 608:Water Quality Certification ❑ Article 27.Title 7; 6NYCRR 360: Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER John Henry212 799-4816 ADDRESS OF PERMITTEE 54 Riverside Drive, Apt. 16B, New York, NY 10024 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER En-Consultants, 1329 North Sea Road, Southampton, NY 11968 631 283-6360 NAME AND ADDRESS OF PROJECT/FACILITY Henryroe , 2360 Villa a Lane, Orient, NY 11957 COUNTY TOWN WATERCOURSE NYrM COORDINATES Suffolk Southold Orient Harbor DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a 7.5' x 21'deck over existing patio. Construct a 4'-6.5'x 18'stairway adjacent to dwelling. Install bay window. All work must be done in accordance with the attached plan prepared by Joseph A. Ingegno last revised March 6, 2003 and stamped approved by NYSDEC on April 11, 2003. By acceptance of this permit, the permittee agrees that the perm it is contingent upon strict com piiance with the ECL, all applicable regulations,the General Conditions specif ied (see page 2&3)and any Special Conditions(see page 4+) included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters George W. Hammarth (SLA) Bldg, #40, SUNY, St on Brook, NY 11790-2356 AUTHORIZED SIGNATURE DATE Page 1 of 4 April 11, 2003 � Ham„ �� /.• �'r :t _ .�`..�'��i a 7F � trsSY`•—,: .A.S`i.'.. r �+Li ba Board Of Southold Town Trustees F > SOUTHOLD. NEW YORK , t: April 29, 2002 PERMIT NO. ... �1..7� - DATE: ..._........................... '. JOHN HENRY ISSUED TO _..................... Pursuant to the provisions of Chapter 615 cf the Laws of a the State of New York, 1893; and Chapter 404. of the Laws of.the « State of New York 1952, and the Southold Torrn Ordinance en- R titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the .,r REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS FROM LANDS UNDER TOWN'WATERS;•,' end in accordance with the Resolution of The Board adopted at a meeting held,on .April 24,_ 50 00 f . 2002: and in consideration of the sum of ........._._._- paid by John Henry ...................................................................... _ 1 ,g Orient N, Y. and. sub'ect to the 1 of ................................................. 1 Terms and Conditi�ns listed on the reverse side hereof, . " of Southold Town Trustees authorizes and permits the following: Wetland Permit to co struct a 91X36' ground level deck, remove 1 window and install an overhead door, and construct stairs from existing deck to the ground,. on the south side of the house,-wi the condition that there is a staked row of hay bales fxo" ` all in accordance with the detailed specifications as presen a �n « .the originating application. property line to property line, 15' y out from the edge of the building,, placgci doyen fo e c nstructi IN. WITNESS WHEREOF, the said r of 1 rustees 1i,ere- by causes its Corporate Seal to be affixed, and these presents to be subscribed by a_ maloedy of the said Board as of this date. o. Trustees ho��pF SO�ryolo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Telephone(631)765-1802 Southold,New York 11971-0959 �O BUILDING DEPARTMENT TOWN OF SOUTHOLD July 19', 2006 John Henry 54 Riverside Drive Apt 16B New York, N.Y. 10024 RE: 2360 Village Lane SCTM# 026 0001 015.001 Dear Mr. Henry, Please be advised that your Building Permit#30065 issued February 2nd, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$250.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. ho�*pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 �0 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 13t", 2009 FIRST NOTICE John & Sarah Henry 54 Riverside Drive Apt. 16B New York, N.Y. 10024 RE: 2360 Village Lane (Additions/Alterations) SCTM: # 1000-26.-1-15.1 Dear Mr. & Mrs. Henry, Please be advised that your Building Permit # 32524 issued November 29th, 2006 have expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $250.00; at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT COPY jVp4114 T. TERRY P.O. no.x 117() I-OWV CLERK cfl S-11101d. INC- Ytirk- Fax (5 101 765-jg2 A ItEGI:yf-RAP OF VITAJ,STATISI]CS MARRIAOF OFFICER Tdcphonc 0 161 765- 1 RECORDS MjV4AGEME:NT'O1--FICEI1 FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations 1-j of the Code of the Town of Southold: "Floodplain Development Permit Appliration" (FDP(93) ) , and ',"Certificate of Compliance f r Developme nt L in Spiecial Flood Hazard Area (C/C(93)] _ D TOWN OF SOUTPIOLD A d/t h T e- r r y Southold Town Clerk August 25 , 1993 • i i APPLICATION >d r PAGE I of 4 TOWN OF SOUTHOLD )'LOODPLA.IN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and si�): 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. IC revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if oo work is commenced within six moaths of issuance. 6. Applicant is hereby informed that other permits may be required to ftilfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator-or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT'S TO _ THIS APPLICATION ARE, TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE. _ (APPLICANTS SIGNATURE) t DATE S 10 2co q /SECTION 2: PROPOSED DEVELOPt//lENT (To be completed by APPLICAI)M NAME ADDRESS TELEPHONE . APPLICANT J Col � (� �'�t1tr� 4 (✓vim l0r^� ' BUILDER In U . Rode' a 56?7 ENGIrIEER � C� t�0`rE�t � PROJECT_LOCATION: To avoid delay in processing the application, please provide caou¢h information to easily identify the project location. Provide the. sweet address, lot number or legal description (attach) and, outside, urban areas, the distance to the nearest intersecting road or well-known landmark. A sketcb attached to this application showing the project location would be helpful. 2-,3 60 lfa 14R �eqt FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residendal (1-4 Family) Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (FloodprooFing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ DemdGtioo' R ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?. ❑ Yes) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill O Mining O Drilling O Grading A- ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ( ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for rct�ew. SECTION 3• FLOODPLArN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: O Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is:" Ft. NGVD (MSL) ❑ Uoavailablc ❑ The proposed development is located to a floodway. FBFM Pancl No. Dated ❑ Scc Sccuon 4 (or additional instruclious. SIGNED DATE APPLICATION # PAGE ] OF 4 SECTION 4: ADDM NAL INFORMATION REQUIRED To be com Ieted by L CAL ADMINISTRATOR The applicant must submit the documents checked below before the appbcadon can be processed: O A silo plan showing the location of all existing structures, water bodies, adjaceot roads, lot dimensions and proposed development. ❑ Dcvclopmcnl plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first Moor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or (andform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). : ❑ Floodproofulg protection level (non-residential only) Ft NGVD (MSL). For floodproofed structures, appla':aot must attach certification from r,,-gislered engineer or - architect. ❑ Certification from a rep' ercd engineer that the proposed activ t�in a regulatory floodway will not result inany increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Other- SECTION 5 PERMIT DETERMINATION fTo be completed by LQt; ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Ls B. El Is not in conformance with provisions of Local Law if , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Dcvclopmcnl Permit upon payment of designated (cc. If BOX B is chcckcd, the Local Administrator will provide a written surnmary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of AppcaJs. • APPLICATION W PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the lop of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2 Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Ar:y work performed prior to submiaal/of the above information is a( the risk!if the Applicant. SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL, ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on iaspcction of the project to ensure compliance with the community's local law for flood damage pmvenoon. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Certiftcatc of Compliance issued: DATE: BY: Attachment B i SAMPLE CERTIFjICATE OF COMPLIANCE for Development in a Special Flood Hazard Area s TOWN OF SOUTHOLD CERURCATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND - ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH `ITTE n_EQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) �o of soar �3 .go � Town Hall Annex Telephone(631)76 sd2 54375 Main Road - Fax L631}g65-9502 P.O.Box 1179 ell- Southold, �OQ ___ New York 11971-0959 0 Comm BUILDING DEPARTMENT TOWN OF SOUTHOL ` L CA- s OA-f February 25, 2010 , John B Henry 54 Riverside Drive, 16B New York, NY 10024 RE: 2360 Village Lane, Orient TO WHOM IT MAY CONCERN: 7The Ilowing items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Ericlosed) 'lectrical Underwriters Certificate. A fee of$25.00 Fi 1�Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34991-Z additions/alterations —r u A,0 SURVEY OF PROPERTY \ SITUATED AT - ORIENT O�F ONE sal \y�� t x\ TOWN OF SOUTHOLD K E� �.�� _ • � -: - �= SUFFOLK COUNTY, NEW YORK Eg G'go-v �rs c 11$ oo poi s.o \ F� CESSPOOL o �o x— �� e ,� �y ^ 1 S.C. TAX No. 1000-26-01-15.1 SCALE t =20 MARCH 22, 2002 og Z a dG o I O / MAY 11, 2002 ADDED PROPOSED ADDITIONS �iF g �•- \ -.\ a- JUNE 27, 2002 REVISED AS PER EN-CONSULTANTS, INC. c� �� MARCH 6. 2003 REVISED PROPOSED DECK 7A Z 6oC)� �o� 11o0g r 103-P d 9 %C TO RE LINE)O�S204.3B sq. ff. N 6 6.7yZ 95 o "\ oho N , ®►`�� 225 pond a NOTES: G U' 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM \x� \ r�` E� ° ^_\ EXISTING ELEVATIONS ARE SHOWN THUS:5.4 uT co\ 4e� W ion EXISTING CONTOUR LINES ARE SHOWN THUS: — 5 — — �• \^ _ 2. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD w -� n gap y� \ c , a\"" OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 3. EXISTING LOT COVERAGE (INCLUDING ALL CONC., HOUSE, DECK, DRIVEWAY & CHIMNEY) s.s/v`'� \ d a\ x 6 = 1,078 sq. ft. OR 23.84% OF TOTAL LOT AREA. •0 PROPOSED LOT COVERAGE (NOT COVERING AREA COVERED BY EXISTING STRUCTURES) \ ' 80 sq. ft. OR 1.77% OF TOTAL LOT AREA. �'��\ \_uo \ 2 ::•° �/�\ Hc'FA TOTAL LOT COVERAGE (PROPOSED + EXISTING) 1158 sq. ft. OR 25.61% OF TOTAL LOT AREA. 2Go C6 "oo •o APPROVED N f S D E:C AS PER TERMS o��,, y� \ 6.13 0� '� y"`� AND CONDITIONS OF S 6y �x*11— �y % C PERMIT NO. l- - -� DATErol, VNI _ S TEST HOLE DATA (TEST HOLE DUG 13Y WDONALD GEOSCIENCE ON FEBRUARY 8, 2002) J0Kg G "CERTIFIED TO: PREPARED IN ACCORDANCE WITH THE MINIMUM ELEV.es o. F6 p`N "� JOHN HENRY SI nt S.AFOR_ :SURVEYS AS EST oUSH PTED FOR S RK STATE LAND NOOD SAND h LOAN bE E - ST �,N SANDY CLAY� K-I� � ELEV.3.0 28, cc {. WATER RR BROWN SANDY CLAY CL p 4 O. ' N.Y.S. Lic. No. 49668 UNAUTHORIZED ALTERATION OR ADDITION WATER N BROWN CLAYEY - TO THIS SURVEY IS A VIOLATION OF SAND WITH 20Oi GRAVER sc SECTION un�N2LA THE NEW PORK STATE Jos ph A. Ingegno CESSPOOL COPIES OF THIS SURVEY MAP NOT BEARING ,HE LAND SALLL OAL INKED SEAL OR Land Surveyor T' 1 TO BSA VVAIDLTRUEE COPY. BE CONSIDERED y WATER N BROWN FINE TO OWJSE SAND WITH 20X GRAVEL SW - 'CERTIFICATIONS INDICATED HEREON SHALL RUN tY ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSMUnON LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTI— TLmON. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 ,THE EXISTENCE OF RIGHT OF WAYS MAILING ADDRESS AND/OR EASEMENTS OF RECORD. IF OFFICES LOCATED AT ANY, NOT SHOWN ARE NOT GUARANTEED. 13BO ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 / SPECIFICATIONS Project: Renovation of Henry Residence(Guest House) Owner: John and Sally Henry Site address: 2360 Village Lane,Orient,NY 11957 Mailing address: 54 Riverside Drive,Apt.16-B,New York,NY 10024 Telephone: 516 323 3952 212 799 4816 ARCHITECT: Studio a/b Hideaki Ariizumi Glynis Berry 111 Fourth Avenue#2M New York,NY 10003 tel.212 677 2887 fax 212 677 7898 24190 Main Road Orient,NY 11957 tel.&fax 516 323 1426 D 'SRC 1 Aq���4 date:7/6/03p� 37 OF N '� TABLE OF CONTENTS: Page SPECIFICATIONS DIVISION 1 -GENERAL REQUIREMENTS 2 DIVISION 3-CONCRETE 03330 CAST-IN-PLACE CONCRETE 6 DIVISION 6-WOOD AND PLASTICS 06100 ROUGH CARPENTRY 7 STRUCTURAL WOOD FRAMING SCHEDULE ---..-....._..__................._..........................................._.._..........-------.---...._..........................-_.................................._...._._. PLYWOOD SHEATHING SCHEDULE CONNECTORS,HANGERSSCHEDULE 8 NAILING SCHEDULE 06200 FINISH CARPENTRY 9 DIVISION 7-THERMAL AND MOISTURE PROTECTION 07500 MODIFIED BITUMEN ROOFING 10 07600 FLASHING AND SHEET METAL 07700 ROOF VENTS 07900 JOINT SEALANT 11 DIVISION 8-DOORS AND WINDOWS 08200 WOOD DOORS 12 08600 WOOD WINDOWS -- _-.-... 08700 FINISH HARDWARE 13 DOOR SCHEDULE 14 DMSION 9-FINISHES 09900_ PAINTING 15 FINISH SCHEDULE _ 16 DIVISION 15-MECHANICAL 15050 MECHANICAL 17 15250 MECHANICAL INSULATION 15400 PLUMBING 18 1 DIVISION 1:GENERAL REQUIREMENTS The General Requirements contained in this Division are intended to supplement conditions and requirements of the Work set forth elsewhere in the ContractDocuments.If these General Requirements conflict with other requirements of the Contract Documents,the conditions imposing the most stringent requirements shall control. I. SUMMARY OF WORK A. The work of all divisions,sections and trades is subject to the requirements of the Contract Documents and this Division. B. Scope: The work as required by Contract Documents shall include furnishing all labor, materials,appurtenances,equipment and services necessary to complete all work shown or reasonably inferred on the Drawings and/or specified herein: Guest House addition and renovation,including: l. .New exterior stairway and wood lattice screen,with gate doors,relocating the existing exterior shower on the south wall to new space under the stairway. 2. Rearranging existing deck canopy and eaves on the west wall 3. Replacing upper level deck railings 4. Installation of patio deck on the existing concrete pad on west 5. Installing new sliding patio door and glazing protection panels on the west wall of lower level 6. All related cut and patch work C. "Provide"means furnish and install. All work indicated on Drawings as"N.I.C."or"Owner supplied"will be furnished by others and installed this Contract. D. The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces.The Contractor shall participate with other separate contractors and the Owner in reviewing their construction schedules. H. GENERAL REQUIREMENTS A. All work shall conform to the latest edition and addenda of the New York State Building Code, State Department of Environmental Conservancy,Town of Southold Codes,and all other applicable codes and laws,rules,regulations,and requirements of governmental Authorities and insurance companies having jurisdiction or coverage of the locus or Owner. B. Work shall be executed by licensed practitioners and personnel skilled in the trades. C. Guarantee:General Contractor shall guarantee all Work and Materials for a period of one(1) year from the date of final Certificate.Neither the final Certificate Payment,nor termination of the guarantee period,shall relieve the Contractor of the responsibility for negligence or faulty materials or workmanship within the extent and period provided for by the law.More extensive warranties shall not be affected by this guarantee. D. Carry all necessary insurance to fully indemnify Owner and Owner's representatives harmless against all losses,expenses and claims for death,personal injury,and property damage arising out of Work done by Contractor or subcontractors. E. The Contractor shall arrange and comply with all inspections required by local codes. 2 DIVISION 1:GENERAL REQUIREMENTS(continued) F. Special Conditions: 1. During the construction,the Contractor to maintain Owner's accessibility to all the property except this renovation part,ready-to-use condition for all the existing equipment and systems for the Owner's use. 2. When the construction requires temporary shut-off of electricity,gas,water,waste,telephone and/or like,or when any other part of the property needs to be worked related to this construction,the Contractor shall previously notice to the Owner with the schedule of the work. H. PREPARATION A. Contractor shall examine the conditions and preparations made for the performance of each section of work and notify the Architect of conditions detrimental to the proper and timely completion of this work.Do not proceed with this work until conditions are made satisfactory for the performance of such work. B. Verify all dimensions and job conditions prior to construction and report to the Architect any discrepancies or omissions which would interfere with satisfactory completion of the work prior to the start of work or construction of work in the area concerned. C. Contractor shall protect all existing fixtures,surfaces,appliances,windows etc.from damage. Contractor is responsible for damage to existing conditions.Contractor shall patch and repair all existing conditions not within the contract limit which may be disturbed by the construction. III. INSTRUCTIONS,CHANGES,SUBST rUTES A. Supplemental Drawings and Specifications:As finishes and details become further developed and refined by the Architect,drawings&specifications will be issued during construction.In the event that the Contractor feels these drawings affect the cost of work that has already been bid,a Change Order will be negotiated prior to the execution of the work involved. B. Verbal Instructions:it is the Contractor's responsibility to advise the Architect regarding any additional costs resulting from the Architect's verbal instructions;such advice shall occur before any additional work is executed. C. Considerations of substitutions:burden of proof of the merit of proposed substitutions upon the proposer. D. Approval by architect is required before installation. If substitute material or equipment is installed before it is approved,the Contractor shall be liable for its removal and replacement at no extra cost. 3 DIVISION 1:GENERAL REQUIREMENTS(continued) IV. SUBMITTALS A. The following Divisions and/or Sections require submissions prior to purchase or installation: Title Catalog. Sample System evaluation and ro osal Glazing protection panel Door HW B. Manufacturer's recommendations and installation instructions shall be adhered to for all materials used.Copy or original installation instructions shall be provided to Owner. V. CONSTRUCTION SCHEDULES A. Submittal:the first schedule shall be submitted prior to the start of the Work;include commencement,order and completion dates for the various parts of the work;submit subsequent schedule changes as they arise. B. The contractor shall schedule connection to existing building and systems at a time that will be convenient for the client and cause minimum disruption to all parties involved. VI. CONSTRUCTION ADMINISTRATION A. Job site:the Contractor shall maintain on the premises an up-to-date and complete set of drawings,specifications,supplemental details,shop drawings,specification submittal,and Architect correspondence for the duration of the project,for the sole purpose of keeping an accurate record of changes made during the construction. B. Telephone:Quick and accessible communication shall be provided in a manner acceptable to both the contractor and the architect. C. Supervision:the Contractor or Contractor's superintendent shall supervise and coordinate all the Work defined by this document and Drawings whether by his own or his Subcontractor's forces. The Contractor's superintendent shall be personally present at the site for at least a portion of each day that the work is in progress whether by his own or his subcontractor's force. D. Contractor shall resolve all problems of related work.In case of conflicts due to improper coordinating by the Contractor,the Architect's resolution will be final.No compensation will be awarded for extra work required resolving the conflicts. E. Trash removal: Contractor shall remove all trash from the site on a regular basis in accordance with all regulations. F. Material receiving,moving,storage and protection: 1. It shall be the Contractor's full responsibility to make all arrangements and pay all charges for material moving,storage,removal etc. 2. Protect all equipment,materials and installations until final acceptance of work. 3. The Contractor shall be responsible for the security of his materials and equipment and those items bought by the Owner and installed this contract.He shall not receive any additional payments for replacement of such which are lost,stolen or in any way damaged or unfit for use. Contractor shall be responsible for securing the site whenever the Work is not in progress. 4 DIVISION 1:GENERAL REQUIREMENTS(continued) VII. PROJECT CLOSE-OUT A. Substantial Completion:the Architect shall issue a Certificate of Substantial Completion after the permanent utilities are in operation and the Work has progressed to the point that the Owner could occupy the project for its intended use with full access and all occupancy permits and approvals by governing authorities and franchised services are complete;the Certificate shall establish responsibilities of the Owner and Contractor for security,maintenance,utilities, damage to the work,and insurance,and shall fix a deadline,negotiated between the Contractor and the Owner,for the completion of all Punch List items;all warranties required by the Contract Documents shall commence on the date of the Certificate of Substantial Completion. B. Punch List:the Architect shall attach to the Certificate of Substantial Completion a Punch List setting forth the remaining work required to close-out the Contract;the Punch List and deadline may be amended repeatedly as further deficiencies in the Work arise;if the Punch List work is not completed by the deadline,the Owner may carry out the Work. C. Cleaning:the property shall be left spotlessly clean and in first class condition and repair. The entire interior of the property shall be vacuumed dust free including all cabinet interiors,window sills,etc.;all floors shall be thoroughly cleaned and dust-mopped,damp-mopped,or vacuumed as appropriate to the finish;all wall tile,glass,light fixtures,plumbing fixtures,and hardware shall be spotless;the entire exterior of the project and site shall be cleaned with the ways appropriate to the finishes and configurations;replace water filters if units were operated during construction;cleaning operations shall be completed just prior to Owner occupancy;Comply with manufacturer's instructions;Remove labels that are not permanent;replace damaged materials;clean the landscape development of litter;repaint any marred or stained surfaces;each Punch list item performed after Owner occupancy shall be subject to the above cleaning requirements the Owner may carry out the Work. D. Owner's Manual: Provide Owner with all Owner's Manual and product service warranties;also include a typewritten list of all subcontractors and their phone numbers and addresses;submit to Architect. E. Final Payment:after the Contractor has completed the Punch List,submitted the Owner's Manual,and submitted a complete release of liens to the Architect from every entity,including Contractor,who could lawfully and possibly file a lien arising out of the contract and related Work covered by the payment,the Architect shall issue the final Certificate for Payment.The final payment to the Contractor shall be made no later than 30 days after the date of issue and 7 days after the expiration of the final date for filing labor and material liens. F. Upon completion and final acceptance of the work,provide one complete check and adjustment, including any refitting that may be required of all operating doors. This work is to be performed at a time acceptable to the Owner between six and twelve months after Substantial Completion. 5 DIVISION 3—CONCRETE 03330 CAST-IN-PLACE CONCRETE PART 1: GENERAL 1.01 Scope of Work: Work of this section includes all labor,materials,equipment and services necessary to complete the cast-in-place concrete work,reinforcing,inserts,anchoring,bearing plates,grouting,equipment pads,and the like required for: A. Foundation for the new exterior stairway and lattice screen as shown on the Drawings and specified herein. 1.02 All work shall conform to the requirements of New York State Building Code and: Specification for Reinforced Concrete,ACI 301-84 1.03 Verify all existing conditions,dimensions,etc.before beginning any demolition,fabrication of materials or construction at jobsite and report any discrepancies to the Architect and the Structural Engineer. PART 2:PRODUCTS 2.01 Cast-in-place concrete shall be normal weight with a minimum compressive strength of 3,000 psi at 28 days,except as indicated otherwise on the Drawings. 2.02 Concrete slump shall be 4"+or- 1". 2.03 Cylindrical pier form: Sonotube or equal. 6 DIVISION 6-WOOD AND PLASTICS 06100 ROUGH CARPENTRY PART 1: GENERAL 1.01 Scope of work: including all labor,materials,equipment and services for fabrication and installation of site built and site finished items such as wood framing,blocking,cant strips, bucks,nailers,furring,grounds,stripping,and the like,sheathing,and all miscellaneous work required of a carpenter and not specially called out under other headings;including rough hardware to join members and anchor to other construction,supporting members for other works,including but not limited to: A. Cutting existing CMU wall w/shoring for existing joists,framing for the new sliding patio door. B. Exterior stairway and lattice screen framing C. Roof canopy over the existing deck. 1.02 All work shall conform to the requirements of New York State Building Code and: National Design Specification,Nation Forest Products Associate. 1.03 Verify all existing conditions,dimensions,etc.before beginning any demolition,fabrication of materials or construction at job site and report any discrepancies to the Architect and the Structural Engineer. 1.04 Keep carpentry work dry during delivery,storage and installation. 1.05 Inspection: Prior to all work of this section,carefully inspect the existing conditions and installed work of all other trades,and verify that all such work is complete to the point where this installation may properly commence. PART 2: PRODUCTS STRUCTURAL WOOD FRAMING SCHEDULE: Use Grade Specie Note Floor Joists No.2 Douglas-Fir Larch or Use Laminated Veneer Lumber(LVL or MICRO) Girder Southern Pine,or better As par Drawings Roof Framing Use ACQ Treated Lumber for framing exposed to weather Blocking Plates,Sill Bridging Column 4x4 red cedar Patio Door 4-Micro 1 %"x7'/4" Contractor shall notify the Architect,if there is additional space Header for deeper header Laminated Veneer Lumber:Trus Joist Corporation`Micro=Lam Lumber' or approved equal. PLYWOOD SHEATHING SCHEDULE: Use I Type San Rating Thickness Roof sheathing Sheathing Grade,C-C,C-D 24/16 7/16" CONNECTORS,HANGERS SCHEDULE: Use Type Fasteners/Locations Joist Hanger Simpson ITT;U or HU Post Base Simpson PBS44 or EPB44,orequal 7 DIVISION 6-WOOD AND PLASTICS(continued) NAILING SCHEDULE Joint Description Number of Nails Nail Spacing Roof Framing Rafter to Rim Beam End-nailed 2-16d er rafter Rim Beam to Girder Endnailed 6-16d per girder Blocking to Rafter Toe-nailed 2-8d each end Girder to Column 2-1/2"bolts each column FLOOR FRAMING Blocking to Joist Toe-nailed 2-8d each end Ledger Strip to Beam Face-nailed 3-16d each joist Band Joist to Joist End-nailed 3-16d perjoist Band Joist to Sill or Top Plate(Toe- nailed) 2-16d per foot ROOF SHEATHING Structural Panels 8d 6"edge/12"field 8 DIVISION 6-WOOD AND PLASTICS(continued) 06200 FINISH CARPENTRY PART L GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for fabrication and installation of site built and site finished items,including but not limited to: A. Fascia,rake board on the extended canopy over the existing deck. B. Soffit over West Wall C. Exterior and interior door frame and trim,standing and running trim,coping. D. Decks,exterior stairway,latticed gate doors,and lattice screen. E. Exterior hand rails. F. Cutting and patching all woodwork required to accommodate other works:including but not limited to existing and new piping,ducting,wiring,accessories,and the like. PART 2:PRODUCTS 2.01 Exterior work: A. Fascia,rake board,standing and running trim: 1xX clear red cedar. B. Decking for Landings:red cedar 5/4x6 decking on ACQ framing. C. Columns:4x4 cedar. D. On grade Deck on existing concrete pad:red cedar 2x2 on ACQ sleeper shim. E. On grade Deck in Shower Booth:red cedar 5/4x6 on ACQ frame. D. Deck handrail coping:red cedar 2x6 on ACQ framing E. Stainless steel cable handrail facing:suspension Balustrade cable,3/16"dia. 7x7 stainless steel cable,302/304 grade,no coated;with Deck Toggle System hardware,316 stainless steel,by Hayn Lines (tel.800 346 4296,fax 800 441 4296)or equal. G. Soffit:V-grooved siding,painted white,otherwise,match existing. H. Lattice screen:2x2 or lx4 red cedar,as per Drawings,on ACQ treated lumber framing I. Exterior stairway:5/4x6 cedar on 2x12 ACQ treated lumber stringer J. Stairway hand rail:2x4 clear cedar 2.04 Interior work: A. Door frame and trim,standing and running trim: Unless noted otherwise,clear white pine where painted. PART 3:EXECUTION 3.01 Finish Carpentry Installation: A. All trim shall be securely fastened to solid backing with fine finishing nails. Leave no hammer marks. Blind nail where possible. Set nails for putty stopping. Draw tight against finished product. B. Joints: Cope at returns and internal corners and miter at external corners. All standing and running trim and the like shall be installed using longest practical lengths so as to minimize joints;joints shall be crafted so as to be as invisible as possible,except for joints detailed otherwise. C. Door frames: Set frames plumb,square,and free from twist,in proper relation to wall surfaces. Install shims at anchor/fastener locations so work is not distorted when secured in place. D. Surfaces: after installation,all woodwork must be free of warping,splintering or other defects, and sanded smooth,free of planar marks and blemishes. 3.02 Adjusting,Cleaning,and Protection: A. Correct nonconforming and damaged work.Remove and replace work that cannot be satisfactorily corrected. B. Leave work clean and ready for finishing. Do not build in or cover up dust,scrap,debris,or excess material;protect finished carpentry work from damage by subsequent trades. Remove all wood,including form lumber,scrap lumber,shavings and sawdust,in contact with the ground. Leave no wood buried in any fill or backfill. 9 DIVISION 7-THERMAL AND MOISTURE PROTECTION 07500 MODIFIED BITUMEN ROOFING PART L GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete installation of asphalt shingle roofing over the extended window. A. Extended eave over the existing deck. B. All related patching work. 1.02 Quality Standards: All work shall be carried out to the highest quality of the industry and shall be guaranteed for not less than 12 years. Drain water entering at joints and condensation occurring within the construction to exterior. Allow no uncontrolled water on the interior face of roof panels. PART 2:PRODUCTS 2.01 Modified Bitumen Roofing to match existing. Otherwise,single ply modified bitumen roll roofing,Ruberoid Torch by GAF,or equal. PART 3:EXECUTION 3.01 Check Project for conditions that affect work.Do not begin work until unsatisfactory conditions are corrected.Defects resulting from unsatisfactory conditions or untimely installation shall be corrected at no cost to Owner. 3.02 Install roofing in strict accordance with manufacturer's instructions and specifications(including overlaps at joints with vertical surfaces). 07600 FLASHING AND SHEET METAL PART L GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete installation and testing of the Work,including: 1. Aluminum drip flashing at the roof edges.. 07700 ROOF VENT PART L•GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete installation of roof air vents. PART 2:PRODUCTS 2.01 Roof ventilation strip: manufactured by Cor-A-Vent,Inc.(tel.800-837-8368)or approved equal. 10 DIVISION 7-THERMAL AND MOISTURE PROTECTION(cont.) 07900 JOINT SEALANT PART E GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services necessary to furnish, delivery and install joint sealant inclusive of. sealant for exterior vertical and horizontal wall joints of lot line window; perimeter of mechanical,electrical,and other items that penetrate exterior wall finish interior sealant and joint fillers. 1.02 Quality Standards: Comply with the applicable referenced standards of the American Society for Testing and Materials(ASTM)specified hereinafter. PART 2:PRODUCTS 2.01 Exterior walls: Single component silicone rubber sealant ASTM C920,Type S,Grade HS,and as applicable to joint substrate as manufactured by Dow Corning Corp,Type 790-795,or equal. Color:as selected by Architect. 2.02 Interior walls:Jamb,sills,head of windows,doors,and other openings where similar or dissimilar materials abut and when high movement is not anticipated.One part non-sag acrylic latex sealant;solids not less than 85%acrylic as manufactured by Remco Manufacturing Co., acrylic latex caulk,or equal. PART 3:EXECUTION 3.01 Comply with manufacturer's recommendations for installation and curing. Install sealant to depths as recommended by sealant manufacture. For joints with acrylic sealant,fill joints to a depth in range of 75%of joint width. 11 DIVISION 8-DOORS AND WINDOWS 08200 WOOD DOORS PART E GENERAL 1.01 Scope of work:including installation of all new wood gate doors as shown or specified. PART 2:PRODUCTS: 2.01 Red cedar lattice custom gate door,as per Drawings. 2.02 Glazing Protect Panel for the new Sliding Patio Door: A. Door: Horizontal lx4 cedar lattice @ 6"O.C.on''/z"plywood sheathing,as per Drawings PART 3:EXECUTION 3.01 Examination: Before manufacturing verify all existing dimensions of openings,and before installation,verify again that openings are plumb and square and of proper dimension.Report frame defects or unsuitable conditions to the Architect before any proceeding. 3.02 Installation: A. Use finish nails for wood trim. B. Care shall be taken not to mar surfaces in handling and application of doors.Doors shall be hung plumb and straight with proper binding.After hanging,protect doors as necessary from damage. Replace damaged doors.Doors shall be prepared to receive hardware according to door and hardware schedule.Provide necessary clearances at head,jambs and sill. 3.03 Adjusting and Cleaning: A. Adjust door to work freely with hardware functioning properly.Re-adjust at completion of the project if directed. B. Remove visible labels. C. Leave doors and glass in a job clean condition.Final cleaning of glass shall be done under Division 1. 3.04 Protection: A. Cover doors and frames during spray painting or other construction operations that might cause damage. B. Protect composite sills from damage by chemicals,solvents,paint,or construction traffic. 08600 WOOD WINDOWS PART 1:GENERAL 1.01 Scope of work: including installation of sliding patio door as per Drawings. PART 2:PRODUCTS: 1.01 Sliding Patio Door:Marvin Clad Trimline Patio Door,CTPD8065XO PART 3:EXECUTION 3.01 Examination: Before installation,verify that openings are plumb and square and of proper dimension.Report frame defects or unsuitable conditions to the Architect before any proceeding. 3.02 Storage,and Handling: A. Protect from weather. B. Store units in an upright position in a clean and dry storage area. 12 DIVISION 8-DOORS AND WINDOWS 08600 WOOD WINDOWS(cont.) 3.03 Installation: A. Install windows according to manufacturer's instructions.Use installation clips for pre-finished units,unless otherwise noted. B. Install sealant and related backing materials at perimeter of assembly in accordance with Section 07900 Joint Sealers.Do not use expansive form sealant. C. Install accessory items as required. 3.04 Adjusting and Cleaning: A. Adjust operable sash to work freely with hardware functioning properly.Re-adjust at completion of the project if directed. B. Remove visible labels. C. Leave windows in a job clean condition. 3.05 Protection: A. Cover windows during spray painting or other construction operations that might cause damage. B. Protect composite sills from damage by chemicals,solvents,paint,or construction traffic. 08700 FINISH HARDWARE PART E GENERAL 1.01 Scope of work: including all finish hardware as shown or specified. PART 2:PRODUCTS 2.01 Mortise Hinge for gate doors:Stanley#FI79BP,steel galvanized,with brass pins,or equal 2.02 Thumb latch:Stanley#CD1290,black finish(US 1D),or equal 2.03 Heavy-duty door track,rollers,and stay dividers by National,or equal PART 3:EXECUTION 3.01 Installation: A. Hardware shall be the proper kind for its use and shall fit its intended location perfectly.All details shall be checked by Contractor who shall be responsible for the correct materials being furnished for all conditions.Should it develop that hardware as specified,or for certain locations,is unsuitable because of detail or size of members to which hardware is to be applied, provide in lieu thereof hardware of correct size and design,and obtain Architect's approval of such change. B. Provide suitable templates,together with the approved schedule,to the respective trade,as required,to insure the accurate setting and fitting of finish hardware. C. All hardware shall have the required screws,bolts and other accessories necessary for its installation packed in the same package with the hardware. D. All hardware shall include adjusting tools and instructions as furnished by the manufacturer as standard practice as well as identification regarding locations.Upon completion of the work,the Contractor shall turn over to the Owner all such tools and instructions,including references to specific hardware. E. Mounting heights of new hardware on new door shall be the same as on other nearby existing doors. F. Strip,paint if required,and clean existing hardware before reuse. 13 DIVISION 8-DOORS AND WINDOWS(coot.) DOOR SCHEDULE: Opening Dimensions,Type,Products: Door# Room/use Width x Height Type/Finish/Note GD.1 Exterior 3'-0"x 6-31/" Wood lattice gate door stairway approx. GD.2 Exterior 3'-31/"x 3'-9'/2' Wood lattice gate door shower approx. GD.3 Glazing 8'-9"x 6'-4" Wood lattice on plywood sheathing Protection approx. For New Patio Door Panel GDA Glazing 6-0"x 6'-4"approx. Wood lattice on plywood sheathing Protection For Existing Lower Patio Door Panel (Optional) Lock Functions,Hardware: Door# Room/use Manufacturer Other Hardware,Note GD.1 Exterior Stanley Galvanized mortise hinge stairway Thumb latch GD.2 Exterior Stanley Galvanized mortise hinge shower Thumb latch GD.3 Glazing National Heavy-duty door track, brackets, rollers,stay dividers Protect Panel GDA Glazing National Heavy-duty door track, brackets, rollers,stay dividers Protect Panel 14 DIVISION 9-FINISHES 09900 PAINTING PART 1:GENERAL 1.01 Scope of Work: Including all labor,materials,equipment and services for complete finishes on all exposed surfaces as per specified herein. 1.02 Submittals: Purchase and apply test samples for approval in actual locations of all stain colors F-0"square minimum sample before purchasing required quantities. PART 2:PRODUCTS 2.01 Paint Manufacture: Benjamin Moore,or Pratt Lambert,Glidden,Fuller O'Brien with Architect's approval. Color to be selected by Architect with Moor-O-Matic II Universal Color System. 2.02 Paint Types: Type: Products: A. Interior Gypsum Wallboard: Latex Flat. - 1 st coat:prime Regal First Coat Interior Latex Primer/Underbody(216). -2 coats:Regal Wall Satin(215),color:match existing. D. Interior Wood and Ferrous Metal Alkyd Low Lustre - 15`coat Fresh Start Alkyd Enamel Underbody(217),or Fresh Start All Purpose Alkyd Primer (24),or Spot prime as needed for the repaint. F. Exterior Wood,Painted: Acrylic Latex Soft Gloss. - 1st coat:Moorewhite Primer(100)for wood,or Moore's Retaldo Rust Inhibitive Paint(163)for ferrous metal. No primer to be required on Cement Board. -2 coats:MoorGlo Latex House Paint(096), color:determined. G. Exterior Wood,Preservative:Linseed castor-tung oil raisin,penetrating clear -2 coats:Moorwood Penetrating Clear Wood Finish&Preservative(088) H. Exterior Wood,Weathered:Linseed Alkyd Bleaching Oil. - 1 coat :Moorwood Weathered Wood Finish(083),or Cabott Bleaching Oil. 15 DIVISION 9-FINISHES(continued) 09900 PAINTING(continue) PART 3:EXECUTION 3.01 Verify all colors,including whites,with Architect prior to execution. 3.02 Existing woodwork,including doors,door and window frames and sills,wall molding and base molding,exterior trims,fascias and rake boards,and other surfaces called out to be refinished, shall be cleaned of loose paint,imperfections and holes shall be filled or repaired,sanded and primed. 3.03 Remove hardware and accessories,device plates,lighting fixtures,factory finished work,and similar items,or provide surface-applied protection. Reinstall removed items. Any such item which is lost or damaged during this operation must be replaced with matching item at Contractor's expense. Remove protruding objects and unnecessary wiring. 3.04 Apply painting and finishing materials in accordance with the manufacturer's instructions. Use applicators and techniques best suited for the materials and surfaces to which applied. Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers as required. Sand lightly between succeeding coats. Apply each material at not less than the manufacturer's recommended spreading rate,to provide a total dry film thickness of not less than 5.0 mils for the entire coating system of primer and finish coat for 3- coat work. 3.05 Finish door tops,bottoms,and edges,same as faces,unless otherwise directed. 3.06 Touch up and cleaning:at completion of the work,spots and splattering shall be removed from all finished surfaces. Correct any painting related damages or imperfect by cleaning,repainting or replacing and refinishing. All finished works shall be thoroughly cleaned and left in a neat and perfect condition. Do not use any plumbing fixture or waste pipe for disposal of any material. Finish Schedule: Exterior Part Description Wall Shingle Red Cedar shingles,bleaching oil Section 09900 Type H Fascia Red Cedar,bleaching,oil Section 09900 Type H Wall Trim Red Cedar,bleaching,oil Section 09900 Type H Window&Door Trim Red Cedar,painted,Section 09900 Type F Soffit Cedar plywood,painted Section 09900 Type F Deck Frame ACQ,bleaching oil,section 09900 Type H Decking Red Cedar 5/44 decking 2° Floor, 2x2 15 Floor),wood preservative,Section 09900 Type G Top Rail Red Cedar 2x6 on ACQ framing,bleaching oil,Section 09900 Type H Railing face Stainless cable,sec.06200,2.02 D Deck Stringer 2x12 ACQ,bleaching oil,Section 09900 Type H Stairway Treads 5/4x6 Red Cedar,wood preservative,Section 09900 Type G Lattice Screen Red Cedar 2x2 @ 3"O.C.vertically,on ACQ framing, Top:cedar 2x6 on ACQ 2x4,bleaching oil,Section 09900 Type H Partially, 1x4 @ 6"O.C.vertically Partially,both sided staggered,as per Drawings Lattice gate door Red Cedar 2x2 on cedar 5/4x6 vertical boards,bleaching oil,Section 09900 Type H on Lan din Lattice gate door Red Cedar 1x4 both sided,staggered,on cedar 5/44 vertical boards, at Shower Booth bleaching oil,Section 09900 Type H Rail 2x6 Red Cedar,bleaching oil,Section 09900 Type H Interior Part Descri Lion Patio Door Wall&Ceiling GWB patch as required,painted,Sec.09900TypeA around the window Trim:painted,Sec.09900 Type D 16 i DIVISION 15-MECHANICAL 15050 MECHANICAL PART L GENERAL 1.01 Coordination with Other Trades A. Closely schedule the work so that work will be installed at the proper time without delaying the completion of the entire project. B. Where the work will be installed in close proximity to the work of other trades,or where there is evidence that the work will interfere with the work of other trades,arrange space conditions to make a satisfactory adjustment.If work is installed before coordinating with other trades,make necessary changes to the work to correct the condition without additional cost to the owner. C. The mechanical contractor shall prepare and submit for approval terminal point to terminal point,completely coordinated and integrated wiring diagrams for all wiring requiring field installations by the electrical contractor. 1.02 Codes,Permits and Inspections A. All work shall meet or exceed latest requirement of national,state,county,municipal and other authorities exercising jurisdiction of the work of this project. B. Any portion of the work which is not subject to approval of an authority having jurisdiction shall be provided in accordance with national fire protection association requirements. C. Comply with applicable utility company rules and regulations. D. Comply with occupational safety and health act(OSHA)requirements. E. Secure permits and inspection certificates and transmit same to the owner at the completion of the work. 1.03 Verifying Existing Conditions,Removals and Alteration A. The contractor shall visit the premises to determine existing conditions and compare same with drawings and specifications and satisfy himself of all conditions prior to the submission of a bid proposal. No allowances will be made for the failure to comply with these requirements and a bid proposal shall be construed as evidence he has done so. 1.04 Removals and Alterations A. The contractor shall remove,relocate,replace,adjust,adapt and modify existing equipment and/or systems as required when such work is uncovered and found to interfere with completion of work in this contract or other contract work. B. All removed equipment and material shall be removed from the project site, or to a location as directed by the owner. 1.05 Special Conditions A. The contractor shall schedule connection to existing systems at a time that will be convenient for the client and cause minimum disruption to all parties involved. 15250 MECHANICAL INSULATION PART I:GENERAL 1.01 Scope of work:including all labor,materials and services necessary for the installation of thermal insulating material around exposed piping. 17 r DIVISION 15—MECHANICAL(continued) 15400 PLUMBING PART E GENERAL 1.01 Scope of work:Including all labor,materials,equipment and services for complete installation, testing and proper operation of the existing and new systems and work specified,shown or as reasonably implied;including but not limited to the following: A. Installation of exterior shower B. Relocation of existing hose bibb,as per Owner's direction C. Contractor to supply all plumbing related items required to connect owner supplied fittings and fixtures. PART 3:EXECUTION 3.01 Unless otherwise noted,Contractor shall provide all equipment and fixtures with necessary connections,fittings,trimmings,valves,supports,vents,access panels,protection and covering required,specified,or indicated on the Drawings.Plumbing and drainage work shall be done in strict accordance with the applicable requirements and approval of jurisdictional authorities,as well as all applicable building rules and regulations. 18 7 i SUMMARY OF CODES COMPLIANCES 1. USE(S)AND OCCUPANCY CLASSIFICATION(S): R-3,One Family Dwelling 2. BUILDING HEIGHT: 17'-6". 1.5 story, Fire Area:(UU 3. TYPE OF CONSTRUCTION: Type V,Wood Framing 4. DESIGN CRITERIA: Engineered Design 5. FRAMING ELEMENTS: see Drawinq S-01,02 and Schedule 6. DESIGN LOAD: see Structural Calculations 7. WINDOW AND DOOR PROTECTION: see Drawing A.02,06 and Schedule 8. LOAD PATHS: see Drawing S-02. 9. NAILING AND/OR CONNECTION SCHEDULE: see Structural Calculations,Drawing A.07 and Schedule 10. MEANS OF EGRESS: n/a 11. PLUMBING RISER DIAGRAM: n/a 12. FIRE PROTECTION EQUIPMENT: n/a 13. TRUSS DESIGN DRAWINGS WITH CERTIFICATION: n/a 14. ENERGY CALCULATIONS: n/a ,D ARG,'yiT AR//2 �C? .N, S� 4j t -ids ^w 9' �'�O p SUMMARY OF PROJECT: Project: RENOVATION OF HENRY RESIDENCE GUEST HOUSE Owner: JOHN HENRY Street Address: 2360 Village LaneOrientNY11957 S.C. Tax no: 1000-026-01-15.1 Zoning: R-40 1Acre Zone, Nonconforming lot, AE9 Flood Zone Occupancy: One Family Dwelling Construction: Wood Frame ExistinglProposed Codes Requirement Note Site Area: 4,522.36 sft 40,000 sft Non-conforming Building Area: Main House, existing 821.35 sft Patio & Deck 125.25 sft Total Existing 946.60 sft Exterior StairwaV 82.66 sft Total Addition 82.66 sft Total Building Area 1029.26 sft including Proposed Addition Total Lot Coverage 22.8 % 20 % Building Height Mean Roof Height _ 17.5 ft 35 ft OK Stories 1.5 2.5 OK Side Setback Sou", 10.4 ft 10 ft_ OK North, existing 14.7 ft 10 ft OK Both sides 25 ft 25 ft OK Front Setback 9.3 ft 35 ft As existing Rear Setback 22.4 ft 35 ft As existing STRUCTURAL DESIGN CALCULATIONS Project IHenry Resldeice Date 71$/2003 TABLE OF CONTENTS PAGE OVERALL BUILDING DESCRIPTION 2 LOAD TABLE 1 ROOF FRAMING 3 1.1 Rafters 1.2 Rim Beams 4 1.3 Overhang Girder 1.4 Roof Sheathing 5 1.4.1 Roof Sheathing Spans 2 ROOF CONNECTIONS 2.1 Uplift Connections 2.1.2 Roof Sheathing Attachment,Uplift Capacity 2.1.3 Uplift Connections,Deck Roof to Column,Column to Foundation 6 3 WALL FRAMING 8 3.1 Wall Opening 4 WALL CONNECTIONS 10 4.1 Shear Capacity for Open Buildings from Wind Loads 5 FLOOR FRAMIMNG 13 5.1 Floor Joists 5.2 Decking 14 6 MISCELLANEOUS 15 6.1 Deck Railing 6.2 Staircase Railing,Guard Rail 6.3 Staircase Railing,Handrail 7 NAILING SCHEDULE 17 �R&D ARC QyA� Rlj�GC' �A s x ; o f >Ne 1 OVERALL BUILDING DESCRIPTION Building Type Open Building'3=sidesOpen 31-side attached to existing building Existing Building 11'existiri' CMLI mason' 2F•existin '' 2x4 fremm New Construction Open Deck '• 4x4 columns;wood decking Fence wood iattice Roof configuration Mono Roof Pitch 1':12 4.81 deg Mean Roof Height "19 ft New Construction w d Overall Building Dimension Part 1 ''s..;; 16 5 7;51 Deck Roof Alteration Part2 4 17.2 Exterior Staircase #of Stories 2 First Floor Wall Height 7 ft Second Floor Wall Height 10 ft 1 F Floor Structure Span Max. 7 5 Ift 2F Floor Structure Span Max. 75 If LOAD TABLE Wind Three second gust windspeed: 120.00 mph Exp. C ": Fig.R301.2(4) Fastest Mile Wind speed V 100:00 mph Mean Roof Height MRH 19:00 Seismic Seismic Design Category 8 Not regulated Short period design spectral response acceleration (Scs) Na One second period design spectral response acceleration (SDI) Na Seismic response coefficient (Cs) Na Snow ASCE 7 Ground Snow Load (Pg) 45i00 psf Fig.R301.2(5) Roof Snow Load (Pf or Ps) 47i25 psf ASCE7 Sec7 Sloped roof inducting unbalanced loads Roof Roofing Asphalt Roofing r psf WaterproofincAspt>altfett 100z Sheathing 11 51&Plywd Sheathing 1 88 Rafters 2x10 @16 O C 2 811 Ceiling alx4sidrn9 az .: f , .:3:00 Roof Dead Load,total Total 10:69 psf Roof Live Load 20A0 psf Roof Live Load,alt. 47:25 psf R301.5 Floors 1F Live Load 40:00 psf R301.4 2F Live Load psf Stairs Live Load 40.00 psf 2F Dead Load rr decking i1x6x, y � 1 „ 3751 Joists i2io mr O.G.".'-1 total „ •-8.7$;psf Railinn R301.4 Top Rail 200:00;Ibs concentrated load in any direction at any point 2 1 ROOF FRAMING 1.1 Rafters Roof Snow Load: 47025 psf Live Load: 20 psf Dead Load: 111 psf Three second gust winds peed: V= 120 mph Exp. Fastest Mile Windspeed � �L/100 mph Mean Roof Height h= 19 Roof sloe 1.0:12 deg. Required Span Horizontal Projection): 12:9 ft. lRafterspacing I 16.0 in Rafters deflection designation: Def max. U180:slo a>=3/12,No finished ceilin attached to rafters U 240 U240:other than above -' Span Adjustment Factors: Overhang Load NYS Building Code 1609.6.4.1 p= =26w51b2 2 uplift,vertical Table 1609.6.2.1(1) Height and Exposure adjustment factor i' _,M 1'29 Table 1609.6.2.1(4) Adjusted pressure p= 36.7?iIb/ft2 uplift,vertical Dead Load w= 10W69lb/ft2 gravity Uplift Load total p-w= 26:08Ib/ft2 uplift,vertical NSow= I ..9I.,psf Wind Factor. Fw Hc:Vertical distance of rafter tie location above wall plate 0004i ft Hr..Top of ridge from wall plate b 36 ft Hc1Hr Thrust Factor. Ft= 1/4x HC/Hr x 2-HcJHr 'r2_ Required Value: fb>= w.L/(8S) E >_ (1/Def)x5wmL/(3841) While S=bd/6 in 1=bd'/12 in wt.t.= plin wow= plin L(w nd adj.)=L(actual)/Fw in L(thrust adj)=L(actual)/Ft in Def max. in Selection of Species,Grade and S acing: Spacing im. ecies � ou tas Fir- arch ustment actors Grade, ';: #2`1 Size Flat use Wet Service Repetitve Member Load Duratlon Shear Stress Size .,n;ZX10j CF Cfu CM Cr CD CH l .. b d 85 . , >v'.=s,1:2 - - 115 01 ,6 1.5 :- 9.26 No2;21e notflat .,;;notwet: repmibve;ato,o Snow Na.,. e. Fb ;�;;8 5 Require in a st ued L adjusted Fb ed 1129 Uri fb>= �898.: ..898: :.OK E •:,11tWu,Uuu=,,psi 1E>= 611,589 611,589;. OK acing 4m. ecies em-Fir Adjustment Factors Grade, #2:; size Flat use Wet Service Repetitive Member Load Duration Shear Stress Size '; x2x1U_a CF Cfu CM Cr CD CH b d No.Z200 "not net, notwet :c,tepetinve,•'2K1 o..:�snaw';'_ n7a , Flo - 0:�• Require m a ustedLL adjusted Fbed' <�1097 tin fb>= 898. 898. :_OK E 1,300,00 o£ Si E>= fit ,589 f fi11589 K,. pacing Min. ecies outhem P ne A justment actors Grade, #2" size Flat use Wet Service Repetitve Member Load Duration Shear Stress Size •Zx1Q;< CF Cfu CM Cr Cip CH tl 4. 0. -1!5 e9:25 N0.2;h'1b.., -not flat_, - trot wet _ repetrtNe 2A0 x;�Snow;,<< Na Flo Required In a uSted ad uste Fb ad' .17fi0 in, fb>= 898 -' 898 'OK E 1,600,000` si E>= 611;589' 611589' :OK i 3' pacing 164n. ecaes Spruce-Pine-Fir FRel".cl ment Fa ors Grade, Y�-F.- "�.'.;'#2 Flat use Wet Service Repetitive Member Load Duration Shear Stress Size x •2X I Of Cfu CM Cr CD CR b d g:. ,11 4_ 0:85 . 1.2 _."-�,�t'1b z1 ,5„ „9,250 ndtflat ?0otwaf,:;�: repebWe;2de .Snovv,„o „a,_ .li Fb �.,.-,.,875. ! it a Usted ad usteFbad' 1129 ina 898 898' OK E ' .h1;400,000;:psi E>= ';6 1,589 ''s6 1rb89'+ K:�" 1.2 Rim Beams Roof Snow Load: i 47'.25 psf Live Load: 20 psf Dead Load: 11 psf Required Span: „may-:........._.....>:?;8;0 ft. Spacing: :,; ...�,.__.i.54 ft. Def.Max U• z240 Selection of Member Spacing 540n. Comb.# Species Douglas Fir-Larch Adjustment Factors Grade, .'�,: #z' Size Flat use Wet Service Repetitive Member Load Duration Shear Stress Size CF CfU CM Cr CD CH .'J5 w.,9.25 No.2,2xe ndtHat nbtwet• �.,z. Fb "8 - -1 Required In a uste ad usted Fb adj 1026. %in' fb>= 5w " '585 3K E ; ;600,000,�psl E>= 495,178:t -495,"1.8 K 1.3 Overhang Girder Supports Rim Beam Ground Snow Load: 3:_'>:<'. 47t25 psf Deflection D=((wLo/24EL)x(4L62L-L3+3Lo)+PL02(L+Lo)/3E)/1231x Live Load: i '° 20.00 psf cantilever w live load Dead Load: 11 psf W:(p/ln)UNIFORM LOAD Load on tip of cantilever,if any 2086 Ibs P:(p)LOAD at THE TIP Required Span: r':.75 ft. L span Overhang: 1;5 ft. Lo overhang length Spacing: a 't.8 ft. Ix=bd3/12 Def.Max Lf = -"'240 BENDING fb=M/S=(W'LA2/2+P•L)/S<ad)Fb Selection of Member cantilever acing 96iin. comp.# 2i e es Douglas r- arcAdjustment Factors Grade, #2> Size Flat use Wet Service Repetitive Member Load Duration Shear Stress Size 2X10, CF CfU CM Cr CD CH b d 1.1..X ,.� '085 K s ,1 x k 1i15 1-1M�. „;�^'.111;25 No.2,2X10 notflat > rV' `Wet' not repecdVe"Im. SritiJi ,: ,,.I ;':z?. Fb '"' 'y ,v Re ulre ro erbes: Fb ad) _941 , in fb>= (wt wL/2+PL)/S=," '646 OKF i' E �" .'%?-p600;000. psi = e x o x o - + o . o +D =I :'-_358, 9..' KM•�:�sy 4 1.4 Roof Sheathing 1.4.1 Roof Sheathing Sans Ground Snow Load: 45 psf Snow Load 47.25 psf Live Load: 20 psf Dead Load: 1]psf DL resisting Uplift 7 psf Three second gust winds peed: 120 mph Exp.0 Fastest Mile Windspeed V 77 700 mph Mean Roof Height MRH 19 Wind suction Load Overhang Load NYS Building Code 1609.6.4.1 s 26 5=1b/ft2 uplift,vertical Table 1609.6.2.1 1 P= - P () Height and Exposure adjustment factor 1 67 Table 1609.6.2.1(4) Adjusted pressure_ p= ,7 36 77'lb/112 uplift,vertical Dead Load wr [_ — t0,fi9Ib/ft2 gravity Uplift Load total p-w= F— ,26:0811b/ft2 u I'rft,vertical Combination Loado in Suction Loada use an raw y Loa 6.11rd om ina ion of SnOW Load and Deadoa Rafter truss acfn '1tx m. ea mg ype woo ru ura pane or oa seat mg: y,�ppt1 nel _ Selection of Min.Grade&Thickness of Roo ea i0 2Gade Thickness 5116 in. Thickness 6in.Grade 20/0LL 2 ROOF CONNECTIONS 2.1 Uplift Connections 2.1.2 Roof Sheathing Attachment,Uplift Capacity Three second gust winds eed: 120 mph Exp.0 Fastest Mile Windspeed -4 !100 mph Mean Roof Height .«19 ft Roof Slope 1 :12 4.76 deg Rafter/Ceiling Joist Spacing �,# :_i,16 in. Roof dimension normal to wind direction B= <>18 ft Roof dimension parallel to wind direction L= 4'9 ft Roof Sheathing Suction Loads Overhang Load NYS Building Code 1609.6.4.1 p= � ; 26•$Ib/ft2 uplift vertical Table 1609.6.2.1(1) Height and Exposure adjustment factor x.?" 129s Table 1609.6.2.1(4) Adjusted pressure I ,.,M 36:77';Ib/ft2 uplift,vertical velocity pressure at mean roof height 0.00256xV7x MRH/33 m—I '> 21.9;psf End Zone Z 10%of Lmin.,not less than 3 ft Z= j 3.0 ft End Zane Panel Area Aend= 12,0'>ft Interior Zone Panel Area Ainterior— t d _32.0 ft2 perimeter zone GCH= -1.6-1.7x(log(All00))/(log(10/100))= _-q.37 interior zone GCpf= -1.4-0.5xVog(A/100))/(Iog(10/100))—; -1.65 monoslope root suction load perimeter zone p= gxGCpf ` 7 73:58,psf interior zone — GC f— =36.02 psf dualslope roof suction load perimeter zone p= gxGCpf— '60r3„psf interior zone — GC i—r 29.5'psf Perimeter Edge Zone 4 r psf Interior Zone 29'611psf Selection of Roof Sheathing Attachments Raften Tlruss Spacing: s 161 in. Sheathing Type (wood structural panel or board sheathing) StfueturaI heathin Thickness Nail Size a 8d') Uplift Capacity er a nail Douglas-Fir-Larch (Gravity 0.50 Hem-Fir (Gravity 0.43 0. s66fIb/nail Sorn Pine (Gravity0.55 k-97,Ib/nail S race-Put he ine-Fir (Gravity0.42 ?u. ' ,r 66=1b/nail Nail Spacing ed Common Nails Edges IField ,%K Framing Matedai Doug-Fir-Lamh,S-Pine =•'�2i ,z Hem-Fir,Spruce-Pine-Fir Gable Endwall Rake with Lookout Block r Q 4 5 2.1.3 Uplift Connections,Deck Roof to Column,Column to Foundation Three second gust winds peed: 120 mph Exp. Fastest Mile Windspeed 100 mph Mean Roof Height 19 ft Roof Sloe 1_:12 4:76 deg Rafter/Ceiling Joist 5 acin 16 in. Roof dimension normal to wind direction B= ,?1 9 ft Roof dimension parallel to wind direction L= Overhang Load NYS Building Code 1609.6.4.1 P= { _ 26 5 Ib/ft2 uplift vertical Table 1609.6.2.1(1) Height and Exposure adjustment factor 1 29€ Table 1609.6.2.1(4) Adjusted pressure p= 36.77'Ib/ft2 uplift,vertical Dead Load w ( µ T 1069tlb/ft2 gravity Uplift Load total w S <' rr 26.08`::Ib/ft2 uplift,vertical Required Uplift Connection Loads per Rafter to Rim Beam from Wind Fw= [" '` "156[Ib uplift,vertical,per rafters Require number of 160 Common ails Framingecies ravrt in each rafter/ceiling joist to top plate Douglas-Fir-Larch 0.50 1 End-nailed connection: Hem-Fir 0.43 d End-nailed Southern Pine 0.55 f'End-nailed Spruce-Pine-Fir 0.42 1 End-nailed Required Uplift Connection Loads per Girderto Rim Beam from Wind Fw= ('- -":- ' 7431Ib uplift,vertical,per Girder Required num er o 6d Common ails ramrn ecres ravit in each rafter/ceiling joist to tap plate Douglas-Fir-Larch 0.50 5 End-nailed connection: Hem-Fir 0.43 6 End-nailed Southern Pine 0.55 5 End-nailed Spruce-Pine-Fir 0.42 6 End-nailed Required Uplift-Connection LoadsforRoofto Columnfrom Wind,per connect on Fw cla = ou a-s ear connection nomina u gau or one bolt:smallest value from followings from P37 Mode Im Dt,,,Fm/(4K) f96d!Ib Models Dt,F/2K 9471b Mode His I3DZaF_/[1.6(2+R,)K] 734 lb Mode IV D1/1.6K[(2Fa Fyb/{3(1+R,)}]'r` W V 973 Elb where D= ;1/2,boIt diameter,in tm= $5"thickness of main member,in 4= i ;I 6Fthickness of side member,in F { 5600:dowel bearing strength of main(side)member,parallel load to grain,psi or 31581dowel bearing strength of main(side)member,perpendidar load to grain,psi or _ 315&raring strength of main(side)member,angled Toad to grain,psi Fn 5606E Fn 31581 K= j, 1,25€ k3= 1.32, Ra F_/F. 1.77 Fyn= >'46,,bending yield strength of bolt,assuming A307 bolt,ksi A= ? 90j angle 0 to 90,deg Smallest I r`�Mode IIIs4 ,<ez•X� 734,t Assumed: bolt diameter,inch -.112 total#of bolts _, l #of bolts in a row 1 6 Z adjusted= Z(CDCMCtCsCd)= 58? where Co= load duration factor F,.'1t6 wind CM= wet service factor "" i0.4 Ci= temperature factor �=>1 Ca group action factor- m(1-m 4n{1+R.m")(1+m)-1+m ]x(1+RE�)/(1-m)= Rom= smaller ratio of members stiffness= lesser of E.A./E.A.or EA",/EA, Em 1000000 modulus of elasticity of mein member,psi Am= 12 25 gross cross-sectional area of main member,in2 Esc,=100000Q modulus of elasiticity of side member,psi A,= 10 875gross cross-sectional area of side member,In2 E.AJE,,,A. 0.89 m= u-(u2-1)2= 1 U u= 1+r(s/2)[l/E A,"+1/E.A,]= 101; s= center to center spacing between adjacent fasteners in a row,inch= 2 r- load/slip modulus for connection,Ib/in= 180000(D')for bolts or lag-bolts in a wood-wood connection= 63640 270000(0'-)for bolts or lag-bolts in a wood-metal connection= 95459 500000 4-in dia.Split ring or shear plate connectors 500000 400000 2 1/24n dia.Split ring or 2 5/8-in.dia.shear plate connectors 4000D0 n= #of bolts in a row 1 Cd= geometry factor- furnished end distance/base end distance Required Design End distance Members in tension:7D:Softwood 5D:Hardwood ., - Members in compression 4D 4D plus, 2112 Edge dislanc for UD<=6 1.5D a 3 row spacing, n whichever is a W , UD= 10.5 for UD>6 la er 3.66 xN; ' 1.75 I:length of bolts in connection Center-to-center spacing 4D 4D - 2 Rowspacing min. outer row of bolts<=5 in. 1.5D t� Double Shear Bolts Connection bolt diameter inch 112 total#of bolts ' J x.2 #of bolts in a row Other gravity Loads to the column Deck: (" ' "_1121Ib gravity Required ost Base uplift connection capacity Fw= t"=_'-- "`631lIb uplift,vertical ost ase a action: rmpson ' ABU441Py 77 ` or d PBS44° or •„ .EPB44 ,orequal 3 WALL FRAMING 3.1 Wall Opening 3.1.1 Window# i..... width 8€ft Location Existing 1FL mheightT 7)ft Window Headers Lateral Capacity from Wind Three second gustwinds eed: 120 mph Exp.0 Fastest Mile Windspeed V o —100 mph Wall Height: 71:8 ft. Mean Roof Height MRH 17.5 ft velocity pressure at mean roof height = 0.00256xV2x MRH/33 yr=( '274 psf GCpf(End Zone)= -1.1-0.4x(log(A/500))/(log(10/500))= -1.423 GC,f(interior Zone)= -1.1-0.2x(log(A/500))/(log(10/500))=1 1:261 pmax= gxGCpf= -30.38lbs w= E, .r 122 plf Selection of Species,Grade and Spacing: cam Species MICrO'' Size b d cz'71/4' . 1314 Required Fb 3,3781in lfb>= wiaa = 3153 OK Headers Gravity Loads Capacity Window# Deflection for Live Load 3M/L Roof Loads Dead Load 11jpsf Live Load 47.251psf Roof Load Sparing,includingoverhan 14,251 Wall Loads Dead Load g. ;8((psf Wall Height,applicable total 1011ft Floor#1 Loads Dead Load i 8.75psf Live Load 40 j psf Floor#1 Spacing ;10.5!Ift Floor#2 Loads Dead Load ' ,O.Ooipsf Live Load 0 psf Floor#2 Spacing 01@ Roof loads wed= 152 plf w'.= I I 673 plf Wall loads wd�d= 80 plf Floor Loads w.= 92 plf wa = 420 plf Multiple Levels Reductions,0 B total = 324 :: 1093 If wtow= 1,4177 plf Selection of Header Specie,Grade,and Size: comp. , Species Micro, Size b d >3/4 >>;'7'114 Required Fb 2,784�in fb>= wioai = 2219 OK E sz,•. .d1,400,000+;Psi E>= e x w _( ::4,722 OK. Number of Jack Studs Reaction R= 1/2(w total x L)=9 5,670 lb Fcpm u i,r Douglas Fir #2'° 625 (Header) Hem Fir Southern Pine 1#2 2x12 565 Spruce Pine Fir"#2'= Ain' A= 10,51 in.z Number of Jack Studs Required= R/Fc pm_d /A= Douglas Fir #2 r77771.00 Hem Fir Southern Pine i#2" 1.00' Spruce Pine 1`002' ' , 2.00 8 Bader Uplift and Lateral onnect ons Window# Loadbearing Wall or Non-Loadbearin Wall LB or NLB LB FL 1 :s ilof FL above „ Headers an 1- '8(ft Three second gustwinds eed: 1 126 mph Exp.0 Fastest Mile Windspeed 100 mph :. Rafter/Ceiling Joist Spacing - •16 in. Rafter/Ceiling Assembly Dead Load a,11 plf Dead Load resisting U Lift 7' Roof Span �'22.5 ft Overhang length =315 ft Roof Sloe ` _ /12 Mean Roof Height 19 ft 0.00256xV)((MRH/33 =i 219.psf Windward Overhang GCp= -15 Windward Roof GCp= 1.4 Leeward Overhang GCp= 1 Leeward Roof GCp= T W.0. Pressure Pwo= gxGCp= -32.8 psf W.R.Pressure Pwr= gxGCp= „ -30.6 L.0.Pressure Plo= gxGCp= 21.9 L.R.Pressure PIr= GC = -21.9 W.0.Vertical Load Vwo= 123,0 lb W.R.Vertical Load Vwr= 344.4 L.O.Vertical Load Vla= -82k L.R.Vertical Load Vlr= -246.0 W.0.Horizontal Load Hwo= -10.2 lb W.R.Horizontal Load Hwr= -28.7 L.0.Horizontal Load Hlo= -6.6 L.R.Horizontal Load Hlr= 20:6 W.0.Dead Load Rwo= 26.,lb W.R.Dead Load Rwr= 802 L.0.Dead Load Rio= 26.7 L.R.Dead Load Rlr= 80.2 Fw:Required Uplift Connection Loads for Roof to Wall from Wind Fw= ' 339 plf Required header connection uplift Pu lift= w x headers an /2= ,, '1367€Ibs Lateral Load w= [::--I .. plf Required Header connection Lateral Capacity: Plateral= -.,4861Ibs Required number of 16d Common Nails Framing Species gravity end-nailed Douglas-Fir-Larch 0.50 10' Hem-Fir 0.43 11 Southern Pine 0.55 10 Spruce-Pine-Fir 0.42 11 9 4 WALL CONNECTIONS 4.1 Shear Capacity for Open Buildings from Wind Loads ASCE 7 6.5.13 West-East Three second gust winds peed: 120.00 mph Exp.0 Wind Receiving Structure Mondslo e`Roof Mean Roof Height h= 19 ft Roof Sloe 1:12 4i76 deg Roof dimension normal to wind direction B= 19 ft Roof dimension parallel to wind direction L= 9 ft F=%GCfAr= 23$28'lb horizontal projection load from wind where pressure at height z 9�=0.00256KZKttICdV2I= ( _ 28.2>D Ib�` Velocity where Kz= ±" 0 bOJ Velocity pressure coefficients at heiqht z from ASCE 7 Table 6-5 Kzt 1 Topographic factor,from ASCE 7 Fiq.6-2 Kd= 0.85;Wind directionalitv factor from ASCE 7 Table 6-6 V= ;; 120;6.5.10,Basic wind speed from Fig.6-1 1= 1 Inportant factor from ASCE 7 Table 6-1.based on Classification in Table 1-1 G=€ 0:85 Gust Effect Factor for rigid structure,SACE 7 6.5.8 Cf 0.7€ net force coefficients from Tables 6-9 through 6-12 Af 14.2,Ift2 projected area normal to the wind except where Cf is specified for the actual surface area South-North Three second gust winds peed: ]20:00 mph Exp. Wind Receiving Structure #Lattice Framework Wall hei ht z= 10 ft Wall width 7. ft Solid area ratio e= 0.5 F=q�GCfA,= 1358a lb horizontal projection load from wind where q:=0.00256K,KaKdV21= _ 26,63 Ib� Velocity pressure at height z where Kz= 0851 Veloc ty pressure coefficients at height z from ASCE 7 Table 6-5 Kzt= 1;Topogravhic factor,from ASCE 7 Fiq.6-2 Kd= .0.8¢,Wind directionality factor from ASCE 7 Table 6.6 V= 12M6.5.10,Basic wind speed from Fig.6-1 1= _- µ;me Inportant factor from ASCE 7 Table 6 1,based on Classification in Table 1-1 G ' I . Gust Effect Factor for rigid structure,SACE 7 6.5.8 Cf=i 5 1.6 net force coefficients from Tables 6 9 through 6-12 Af=— _ 37.5112 projected area normal to the wind except where Cf is specified for the actual surface area Diagonal Brace Column 4x4 cedar Column length ft Shorter distance of Brace connection location on the column a k 1 5 It a<b Longer distance of Brace connection location on the column b 5:5 ft Brace AA cedar Brace angle rr�45:0 deg #of Braces ,- .: Column bending capacity Load on column from brace per connection,perpendicular to column P= r`"77—""67g:21 lbs Species Westem Cedar A justmen actors Grade, "4Z size Lnotw��,oll,,,'_v-,'w Wet SerAce Repetitive Member Load Durabon Shear Stress 5120 >......,,.4X4-i CF CM Cf CD CH b d .,, .,1.6 ,..13. No.2;4w3` ;; et:• t0.mlriutee.wind - rda. „ ... Fb o:. Required Fb adj 1428••. _]In fb>= Pab/L/S=3` 1344 OK E �.::,;1,600,000i<psi E>= (1/Def)xPab(a+2b)(3a(a+2b)] 33;929 1 OK. 10 Brace to column bolt connections shear capaci Verticalshear Load in connection of column an race P= r 7, 679111bs Z= Single-shear connection nominal design value for one Dolt:smallest value from followings from ND Mode Im DtmF_1(4K) f050 lb Mode Is Dt,F„/(41<) 2450 Jb Modell k,Dt,FJ(3.6K) 913j1b Mode Illm k2DtmFem/[3.2(1+2Re)K] 1654 41b Mode Ills k3Dt,F,m/[1.6(2+R,)K] j 2206 lb Mode IV D2/1.6K[(2Fn Fyb/(3(1+R,))]'r` 1432Ib where D= -;1/2<bolt diameter,in tm= r1.5s thickness of main member,in 4,5thickness of side member,in Fe= dowel bearing strength of main(side)member,parallel load to grain,psi or 3158 dowel bearing strength of main(side)member,perpendiclar load to grain,psi or 6600"dowel bearing strength of main(side)member,angled load to grain,psi Fem � 0 Fm 5600` K= 1: k,= 0,34 k2= k3= 1.08', Ra F,,,/F_ 100 Rp tm/4= 0.41 Fyb= '[45=bending yield strength of bolt,assuming A307 bolt,ksi A= g Oe angle 0 to 90,deg Smallest I Modeal= d:�''913! Assumed: bolt diameter,inch 1/2 total#of bolts 1 #of bolts in a row 1 Z adjusted= Z(CoCMCtCsCd)= w 1023 where Co= load duration factor '1.6 wind CM= wet service factor 0.4 Ci= temperature factor 1' CB group action factor— m(1-m°)Qn(1+RE,m")(1+m)-1+m:')]x(1+REA)/(1-m)= ( 1, REA= smaller ratio of members stiffness= r i; lesser of EvVEmAm or EmAdE,A, Em I 1000000i modulus of elasiticity of mein member,psi Am= i kY 12 26 gross cross-sectional area of main member,ing Ea 100664.modulus of elasiticity,of side member,psi Aa 12 25 gross cross-sectional area of side member,ing E,A./EmAm I E"A"dE°A.= m= u-(u2-1f= ( 101 u= 1+r(s/2)[1/EmAm+1/E,A,]= 1 Uf� s= center to center spacing between adjacent fasteners in a row,inch= 2 r— load/slip modulus for connection,Ibin= 63640 180000(D'')for bolts or lag-bolts in a wood-wood connection= 'r' 63640 270000(D')for bolts or lag-bolts in a wood-metal connection= 95459 500000 4-in dia.Split ring or shear plate connectors 500000 400000 212-in dia.Split ring or 2 5/8-in.dia.shear plate connectors ;' 400000 n= #of bolts in a row ) � t Cd= geometry facto— furnished end distance/base end distance Required Design End distance Members in tension:7D:Softwood cf i 5D:Hardwood s'U,^u R Members in compression 4D 4D plus •`3-:112 Edge distanc for VD<=6 1.51) row spacing, whichever is VD= 10.5 for VD>6 larger 3.81) < } 1.76 I:length of bolts in connection Center-to-centerspacing 4D Rowspacing min. outer row of bolts<=5 In. 1.5D Double Shear Bolts Connection bolt diameter,inch 1/2 total#of bolts 1 #of bolts in a row 1 11 Brace to end-beam bolt connections shear capacity Angled shear Load in connection of end-beam and brace P= [ 960 5j lbs Z= Single-shear connection nominal design value for one bolt:smallest value from followings from NDS Mode Im Dte,F.W(4K) 1570.75459lb Mode Is DtaFa/(41<) 2178 lb Mode11 k1DteF./(3.6K) 859j'(Ib Made lllm k2D6Fe,,,/[3.2(1+2Re)K] '1457,lb Mode ills I3DteFe/[1.6(2+Re)K] 1843jlb Mode IV D2/1.6K[(2Fe,"Fyy/{3(1+Re))]"2 ;?165131b where D= _'.1/2=bolt diameter,in tm 3 5=thickness of main member,in thickness of side member,in Fa( coµ' cWµ 5600 dowel bearing sVength of main(side)member,parallel load to grain,psi or] 3158;dowel bearing strength of main(side)member,perpendidar load to grain,psi or 4039dowel bearing strength of main(side)member,angled load to grain,psi Fern 7-d038 Fes %00 K= i 1,125 kr= ] 0.36 ks 0.95 k3= 1.281 Re= Feml`es—p...: 0.72j Fyb= 451 bending yield strength of bolt,assuming A307 bolt,ksi A= F,..._ 45angle 0 to 90,deg Smallest Z :.FMotle111 •uF'':859; Assumed: bolt diameter,inch i,,,:1/2 total#of bolts ( #of bolts in a row �•'2 Z adjusted= Z(CoCMCtCaCd)= 887 where Co= load duration factor i z,: 6 wind CM= wet service factor Cr= temperature factor ='1 C,, group action factor— m(1-m )qn{1+REAm")(1+m)-1+m ]x(1+REA)/(1-m)= 1: REq= smaller ratio of members stiffness= 1 13 lesser of EJ1JE A,or EA",/E.A. Em 4 s 1'00000Q modulus of elasitidty of mein member,psi Am= 10 875 gross cross-sectional area of main member,in2 Esc°1000000;modulus of elasitidty of side member,psi Aa 12.25Igross cross-sectional area of side member,in2 E.AJE.Am 1.431 E,A",/EA= 0:89 m= u-(u?-if= i 1...`I .011 u= 1+r(s/2)[1/E,,,A,e+1/EeAJ= 101 s= center to center spacing between adjacent fasteners in a row,inch= 2 r— load/slip modulus for connection,Ibfin= 1, .?,_..63640 180000(D'-)for bolts or lag-bolts in a wood-wood connection= ;,M40 270000(D'')for bolts or lag-bolts in a wood-metal connection= 95459 500000 4-in dia,Split ring or shear plate connectors 500000? 400000 2 1/2-in dia.Split ring or 2 5/84n.dia.shear plate connectors 400002� 0 n= #of bolts in a row L Cd= geometry factor— furnished end distance/base end distance= U5' Required Design End distance Members in tension:7D:Softwood 5D:Hardwood I -' Members in compression 4D 4D plus, 2 112 Edge distant for UD<=6 1.5D row spacing, whichever is VD= 10.5 far UD>6 larger 3.613 < 1.75 1:length of bolts in connection Center-to-center spacing 4D 40 plus, i 2114 Rowspacing min. outer row of bolts<=5 in. 1.5D t Double Shear Bolts Connection bolt diameter,inch 112 total#of bolts f "2 #of bolts in a row 2 Shear capacity re ulrement for post base Require s ear cepaaty for 4-columns 1 s Per Column 340k1bs Post Base Selection: lmpson 44, .or EPB44 r or equal 12 5 FLOOR FRAMIMNG 5.1 Floor Joists Floor Joists 2F Live Load: 40 psf Dead Load: 9 psf Required Span: 75 ft Def max. L/ for Live Load Required Value: fb>= wto.L/(8S) E >_ (1/Def)x5wi;,,L/(3841) While S=bd/6 in 1=bd3/12 in" wtow plin wit. plin L(wind adj.)=L(actual)/Fw in L(thrust adj)=L(actual)/Ft in Def max. in Selection of Species,Grade and Spacing: Spacing Min. S ecies Dou as Fir-Larch A justment Fa ors Grade, #2'€ Size Flat use Wet Service Repetitive Member Load Duration Shear Stress Size 2X6E CF CfU Cm Cr cc CH b d 0.85 .1.35 w .•-1 �1 ...�n<1. d..5 Nat,2a8 ° not flat wet, frapettive,2x6'-0 Ocoopenry�x".->Na'- -Fb W" Required Fb adj ,1305 'j in fb>= w.,L/(8S)=j --544,, OK E ,',A;600,0001 psi E>= e x wrNe = 547708- OK acing m. ecles Hem-Fir I A justment actors Grade, #2: size Flatus. Wet Service Rep etitive Member Load Duration Shear Suess Size ;2X6# CF CfU CM Cr CD CH b d 1.3 1• v 1 0:85 r. 1.35 1 . 1 �1[ '5.5 Na2,2x6�^ notflat �;wet epehGve„fie Occupanq 1 Na Fb bbu Required Fb adj 1268 in fb>= w.,L/(BS)-I - �,544' !OK" E `1 300,000„psi E>= e x wti„ _( 5.7.706 OK Spacing lZi n. Species Southem Pine Adjustment Factors Grade, 4, #1 size Flat use Wet Service I Repetitive Member Load Duration Shear Stress Size 2X6 CF CfU CM Cr CD CH b d 1 �1 - �0;85 1.35 r,�a11 1Yb 5.5 No2,2xs notnar wet eperthe;29'>-a occupancy, Na Fb Required Fb adj �1721, in' fb>- w.,L/(BS) l ,'5,¢4"< �OK psi E>= e x wr„ _, '547,708,1 OK aan9 im. atlas Spruce-Pine-Fir I PNo.2,2-xV�1-4,- ctors Grade, ?> zn�.�.:d#2�� Flat use Wet Service Repetitive Member Load Duration Shear Suess Size :2XB:i CfU CM Cr CD CH b d ,.:;b.6 netfiat_, ,,. :-wBtrepetitive,Ze:n Occupancy nla Fb .,r::;$ -n 4:1=Fb adj 1305 in' wt.L/(8S) 544' OK psi e x w,,,e =)', 54.7,708= OK 13 6.2 Decking Dec n Live Load: 40 psf Dead Load: 4 psf Required Span: 1.3 tt Def max. L/ for Live Load Required Value: fb>= wrowL Alls) E >_ (1/Def)x5wil eL/(3841) While S=bd/6 in 1=bd3/12 in' wtwel plin WM plin L(wind adj.)=L(actual)/Fw in L(thrust adj)=L(actual)/Ft in Def max. In Selection of Species,Grade and acing:acing: Spacing S In. ewes Western Cedars Ad ustment Factors Grade, r,, i #Z Size Flat use Wet Service Repetitve Member Load Duratlon Shear Stress Size �,w ZX2; CF Cfu CM Cr CD CH b d '1.5: 1 ?.0;85 -•�," �-1`r5 a. `•K .6 No2.W, `�.;;flat wet _.� 'repetArve?2¢`. ,Oaapancy.-s We Fb , 0 :,+- Required Fb ad) 893 IF fb>= wrL/(BS)=? 30 OK E -'1,000,000 psi E>= e x wjK =j 22,123- '.OK Selection ot b pecies,Uraae and bpacing: Spacing I m. eaes Western edars d ustment Factors Grade, -�' `#2 Size Flat use Wet Service Repetitive Member Load Duration Shear Stress Size 5i9 X_6 CF Cfu CM Cr CD CH b d „tsa' =0;85 `. No.2.IXIB,, fiat"' �.,,;;,wet,,- - repemive.axs, odcupanry .,,•s. Na Fb 7777U= Required Fb adj 1149, In fb— wruL/(8S) i 48 OK E ,Y.;,1',OOQOOD,.psi E>= e x ww, _€.. OK 14 6 MISCELLANEOUS 6.1 Deck Railing Live Load: Re Uired S an: 200 Ibs 7B It concentrated Def max. Re utred Value: L/360 for Live Load Fb edl'=fb= M/S=(Pab/L)/S E '= Pab a+2b 3a a+2b /271LxDe While S= 1=bd3/12 in a=b in' P in center applied MSme Ibs L plin in Def max. in Selection of S ec es,Grade and S acing: eGes Dou las Fr. arc Grade, z3x A ustment actors Size Sbe Flat use �`✓-v 'n^ZXG.f Wet semi,,. Re b Cp Cf U peEtive Member Load Dumaon shear Stress d 13 r CM Cr C Fb 5.5 No'2 Da, 1 0 85 �; ° CR r: .-;�; nottlat s ..; wets„ 1 1 1 Fb ad 967 -< tin Re ulretl A,800,000,-, si ab/L is 618 4.378 e 4es em Fir e OK, Grade, +°. x Ad ustment actors ' #2 size Flat use -x2x6 C Wal Service Repetltive Member Load Duratlon shear Stress b F Cfu d CM 5.5 8 No2,?xe C p not a k r 1 at Fb ad' 939 )in fb>ulretl occupancy_x Na ;, E>= a a+ a a+ Pab/L/S 61B'. e 4,3 9 OK eGes out em P na Grade, k�K A ustment actors size Slie Flat use ° `+ r �rZX6' Wet service Re Peh ve Member Loed Duraaon Shear Stress CF CfU s�,; ;5 d �•w z 1 r CM ,._08 Cr C0 Fb "AXas 65 Ne 2, - C H Fb ad' 1 Re uiretl� potnat wet 1 E 1275- >.In' fb>= occup2n�y eGes 1600;000; si E>= a a+ a a+ ab/L/S 618 S - e $379;; OK race Pine-Fir OK;:- Grade, ;,, Ad ustment Factors #Zi lie sae S ; 2X6, Flat use mce b x CF CfU et Se Repehtrve Member Load Duration Shear Stress a Y d 13 s g CM Cr C Fb s a ,-;;<55 No2,ag;, a nottlat J'1 .'0.85 - �1 ° CH x, Fb ad E In' E Re ulre`967 �> - , x:1 400 000 Est E>= ab/L/s OK 6.2 Staircase Railing,Guard Rall Live Load: Re uired S an: 200 Ibs ft concentrated Def max Re utred Value: U 360 r . ?;for Live Load Fb edl>=fb= M/S=(Pab/L)/S E>= Pab a+2b 3a a+2b /271LxDe While S=bd/6 1=bd'/12 in a=b in' p in center applied wr- Ibs L plin In Def max in Selection of S ecies,Grade and S acing: ecies OU rc Grade, �. ustment actors Size s S6B Flat use ' Wet Serdm .. b {�YX9,d CF CfU C RepetMre Member Load Duretlon Shear Stress � M Or Fb _ S5 h::< .n3.5 No22xs ib xaQ � Co CH Eb ad ,1116 tin ulretl not8at ., wet,i <` ; oceupanc7i;�z 1 Na<-:<,. ,s1 1i600,000: sl E>= a ar a 987,z' OK. 15 Species Hem-Fir Adjustment Factors Glade, size Flat use Wet Service Repetitive Member Load Duration Shear Stress Size ; 2X* CF Cfu CM Cr CO CR b d 21 0,85 ... :-fin 1 -•..1 1 7 not ifiat i.,;.. ..-. wet -_ Occupancy " , , `�Na- a Fb .777F= Required -1084 "in fb>= ablL is 906? OK E ,1;300,000-psi E>= ecies Southern Pine Adjustment Factors Grade, �� # Size Flat use Wetservice LRepebtveMember LoadDuration ShearStress Size '': 2X4 CF Cfu CM CD CH 3.5 Nc.2,20,,,..�...,F Fb :i:15Wc' ;,s Re uired Fb ad' ;,1275' lie fb>= Pab/L/s 906i OK E i,,1,500,000;,psi E>= a a+ a a+ a i5,987+ OK;,•• ': Species Spruce-Pine-Fir I Adjustment Factors Grade, ;• , ,;�-„#Zlli size I Flatuse Wet Service Repetitive Member Load Duration Shear Stress Size .• 'r �,.,-."2X4':'= CF Cfu 1C. ICr CD CH b d 17 777.7, 77 7 1" a5j, Smnaw m 1-5 a.3,5 No.2(2x4 ..u,x<notflat ',.rk, , wet r•{4=a OcbupanW nta Fb 1 " Required Fb ad' :11,16 . in' fb>= Pab/L/S 906`, OK E 1,400, 00:_psi Er_ a a+ a a+ a ,g ., 6.3 Staircase Railing,Handrail Live Load: 200 Ibs concentrated Required Span: 4:6 ft Def max. L/360 for Live Load Required Value: Fb dI>=fb= M/S=(Pab/L)/S E >= Pab a+2b 3a a+2b /271LxDe bd While S= /6 in 1=bd'/12 ir° a=b in center applied P Ibs WU. plin L in Def max. in Selection of Species,Grade and Spacing: Species Cedar Adjustment Factors Grade, =s ,#ZE Size Flat use Wet Service Repetitive Member Load Duration shear Shess Size 'r2x4 CF Cfu CM Cr CD CH b .:, d 1.3 7 0.85 1 1'♦6 - 1 Not:2K4. 1wets; ,..:; .' cox n/a Fb L=7M Required Fbad' , 1238 )in' fb= PabIL Is_ _ 906•d OK - E ,�`.A,0psi, E>= a a+ a a+ a ;98„ Species Hem-Fir A ustment Factors Grade, j• #21 Size Flat use Wet Service Repetitive Member Load Duration Shear Stress Size :• •"!.k„, U41 CF Cfu CM Cr CD CH b d A 85 No2,2i(d .:,:�:noCllaf .,> v, wet .^.„_,.. .:,Y. a..� ..awz :e Na Fb Required Fbad' 1734 [in fb>= PabIL is 906'. OK E ,300,000i;{ sl E>= a a+ a a+ a ,g 7,. MR Species Southern Pineµ Adjustment actors Grade, d`� LT�S Size Flatuse Wet Service Repetitive Member Load Duration Shear Stress Size %_ ` x2X4 CF Cfu CM Cr CAD CH No2,201N� notfiavZwr Fb Require Fb ad' °2040'"' `:in' fb>= Pab/L/S 906;, OK E 4,600,00 psi E>= a a+ a a+ a Species Spruce-Pine-Fir I Ad ustment actors w Grade, ��,-; •„z„#2I„ size Flat use Wet Service RepelNve Member Load Duration Shear Stress Size 2X4: CF Cfu CM Cr CD CH b d ?: .,F 1.5 7T, 7 70.85 , 77 1,6 :.:1 a�- _ 3.6 Flo ,m: Require Fb ad' 1785.,,F in' fb>= Pab/L/s 906 OK _ E ":T,00,000i psi E>= a a+ a a+ a 7,.. - l 16 t 7 NAILING SCHEDULE Joint Description um er o ar s Nail Spacing Reterence Roof Framing Rafter to Rim Beam(End-nailed) 2.16d per rafter 2 1.31 Rim Beam to Girder Endnailetl 6r,18d ,,j per girder ,2.1t3P Blocking to Rafter(Toe-nailed) 2-8d each end Girder to Column 2.1l2":fiofls each column FLOOR FRAMING Blocking to Joist(roe-nailed) 2-Bd each end Ledger Stripto Beam(Face-nailed) 3.16d I each joist Band Joist to Joist(End-nailed) 3.16d I per joist Band Joist to Sill or Top Plate(roe-nailed) 2-16d 1perfoot ROOF SHEATHING Structural Panels 8d 6"edge 1,12"field __.'2 1.21 17 t:vii.L±l! y iv i •,iviii i i �il'illlil i�i� i.iiL�`l 1 -i.3 � DATE REVIEWED: cP-/& /09 j- APPLICANT: � �X DATE SUBMITTED: 62 �- SCTM#DISTRICT: 1,000, SECTION: Q6 ,BLOCK: �, LOT: M. i SUBDIVISION: 'Esc- ADDRESS: 03� 1!/w;r ( ,CITY: �h,; ZONING DISTRICT: CONFORMING?A) BUILDING PERMITS OPEN/EXPIRED: PRE CTCY�OR N tSJ3� BP6`�5�-Z/C/0 Z-aczg-ci , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , ]NFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at an time after' REQ. LOT SIZE: ACT. LOT SIZE: 3�� , REQ. LOT COV. 0070 ACT. LO V REQ. FRONT PROP. FRONT REQ SIDE lorj,� ACT. SIDIE REQ. REAR PROP. RE A .LA REQ. HEIGHT PR I PROJECT DESCRIPTION: � ��-�2.��-�(1 ESTIMATED PROJECT COST: CR HIT T/ENGINEER: WATERFRONT? DESCRII'TION: (�keN L PANEL # — FLOOD ZONE: Z� G APPROVALS REQUIRED SUFFOLK COUNTY HEALTH PT: YES or O (BED ft DTE:_/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y o N NEW YORK STATE DEC: PRE- C w1/75 YES r NO DTE: _q__LILL3 PERMIT SOUTHOLD TOWN TRUSTEES: or NO DTE: / / PERMIT#: �5"3 3 TOWN ZONING B01ARD APPROV r NO - - DTE �/ / PERMIT#: J TOWN PLAN. BO/�iRD APPROV �C_ DT /_/_ PERMIT#: TOWN HISTORIC'.AL PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2):�ESNO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: c=P,? SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. �SF)- ( SF)= SF X $ =$ +$ +$ =$ 2. ( —SF)- ( SF)= SF X $ _$ +$ +$ _$ 3. (_SF)- NSF)= SF X $ _$ +$ +$ _$ FINAL TOTAL: $ l /oo NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRU ON: DESIGN CRITERIA. NGINEE /PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATION&. LIVE: Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMEN _S: Y/N l EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N f%VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULEC/N EANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) �7- ��s7o-dsa-�✓ 222005 G. :� "'T. OFF1 PROJECT: ADDITION AND RENOVATION TO HENRY RESIDENCE �q OWNER: JOHN HENRY COMPLY Vy'ITN .qLL C DES OF 2440 23l395 Lane Orient,New York 11957 APPRO PROVED AS NOTED NEW YO R K S TA Y ,�. '_;wN CODES 631 Village 3952,Lane Orient, t,New �� DATE: B.P.# AS REQUIRED : )ITIONS OF ARCHITECT: STUDIO A/B,ARCHITEc'fs UU f � HIDEAKI ARIIZUMI O L ii+ n GLYNIS BERRY iFEE:- �� BY: ���I PIU=u SA O ;NOTIF BUILDING DEPARTMENT AT rt 111 FOURTH AVENUE#2M SOU�'HOL� ,Ov ��I!���N�g�p� O I_ NEW YORK,NY 10003 765-1802 8 AM TO 4 PM FOR THE iJ Q FAX 212 677 7898 FOLLOWING INSPECTIONS: SOUTHOLD Tu NN 7.. FOUNDATION - TWO REQUIRED L N.Y.S.DEC 24190 MAIN ROAD FOR ORIENT,NY 11957 TEL.&FAx 631 323,42s POURED CONCRETE2. ROUGH - FRAMING & PLUMBING cq 3. INSULATION co 4. FINAL - CONSTRUCTION MUST OCCUPANCY OR m BE COMPLETE FOR C.O. SUMMARY OF WORK and NOTES LIST OF DRAWINGS ALL CONSTRUCTION SHALL MEET THE USE IS UNLAWFUL w A. EXTERIOR STAIRCASE AND GUARD WALL T01 TITLE SHEET REQUIREMENTS OF THE CODES OF NEW WITHOUT CERTIFICATE.. w YORK STATE. N T RESPONSIBLE FOR B. CANOPY OVER THE EXISTING UPPER LEVEL DECK A01 SITE PLAN rn A02 ELEVATIONS DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY C. REPLACEMENT OF RAILING AT EXISTING UPPER LEVEL DECK A03 STAIRWAY AND DECKS PLANS A04 STAIRWAY SECTIONS A05 CABLE GUARD RAIL PLAN DETAILS Z>- D. WOOD DECK ON EXISTING CONCRETE PAD A06 TYPICAL DETAILS 1 E. INSTALLATION OF A NEW SLIDING PATIO DOOR ON THE WEST WALL OF EXISTING A07 TYPICAL DETAILS 2 a� LOWER LEVEL STORAGE A08 GATE DOOR#1&2 DETAILS I I S01 STRUCTURAL LAYOUT, LL CONSTRUCTION SHAC.0 1. GLAZING PROTECTION PANELS TO BE INSTALLED ON HEAVY-DUTY DOOR TRACK S02 STRUCTURAL LAYOUT 2,LOAD PATH DIAGRAMS C�9 F. PLUMBING WORK FOR EXTERIOR SHOWER FLOOD ZO A ``66 G THE REQUIREM€NTS OF THE= -0 COMPLY WIT CHAPTER °46" �BES®f NEW YAR{fi STATE. o FLOOD DAMA E PREVENTION cu SOUTHOLD T WN CODE. 0 NOTES ABBREVIATIONS LEGEND&SIMBOLS N 1. WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL AFF ABOVE FINISHED FLOOR TYP. TYPICAL LAWS,BY-LAWS,STATUTES,ORDINANCES,CODES,RULES,AND REGULATIONS. THE & AND V.IO.N VER EY IN FIELD RWISE NOTED DO NOT PROCEED WITH CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT OF ANY PORTIONS OF THE WORK IN °C rn THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. NO WORK SHALL B.O. BOTTOM OF W WIDTH FRAMING UNTIL SURVE00 PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. CLG. CEILING W/ WITH RPROOFING o8 DETAIL&SHEET NUMBER pF FOUNDATION LOCATIO 14 CONC. CONCRETE WP. WA, HAS BEEN APPROVED. ' CONT. CONTINUOUS WD WOOD 2. ALL MATERIALS,ASSEMBLIES,FORMS,METHODS OF CONSTRUCTION AND SERVICE N EQUIPMENT SHALL CONFORM TO THE BUILDING CODE. DET DETAIL 08 SECTION&SHEET NUMBER DIA. DIAMETER z N 3. VERIFY ALL DIMENSIONS INFIELD. DIM. DIMENSION x DIM DIMMER + s+ n.os a ELEVATION&SHEET NUMBER w DWG DRAWING 4 4 00 ELEV. ELEVATION 00 EXIST. EXISTING O DOOR NUMBER N ELEC. ELECTRIC EQ. EQUAL Oz WINDOW NUMBER N EXT. EXTERIOR FIN. FINISH N FL. FLOOR z+s ROOM NUMBER w FT FEET GA GAUGE cr) GWB GYPSUM WALL BOARD j------5 s• STRUCTURAL DIMENSION C3 HT HEIGHT o HRDWD HARDWOOD G HVAC HEATING VENTILATING AND 9 FINISHED DIMENSION I�GD Rcy, z AIR CONDITIONING y Y MAX. MUM MAXIM CAL CJ�� , AA ,y � I LI } MEMB. MEMBRANE MIN. MINIMUM >r X v MTD. MOUNTED U Z �' MTL METAL N.I.C.. O C. NOT IN CONTRACT NTS. NOT TO SCALE' Z ai PLY PLYWOOD �nr��` Q W Q OR.C. ON CENTER @� �'9 GCa7T � .�0 READ. REQUIRED TF OF N W W L0 RM ROOM SF SQUARE FEET = ') SIM. SIMILAR (n O S.S. STAINLESS STEEL W se STL. STEEL r— is TEL. TELEPHONE z J o TH. THICKNESS W I- o T.O. TOP OF t rn r _T_ O U ' N O a N A 00 NIA co N O � N 00 ch CD ch X 32 � m 0 ca Lo Lo rn z C N O V V X O . m O n 7'-6" -o c0 EXISTING HOUSE EXISTING F NCE& �° \ EXISTING S OTTED ROOF m w m O N C w 41 O ¢ m EXISTING DECK, UPPER LEVEL — co '' W > _ co 1� N O NEW ON-GROUND DECK ON��N m N EXISTING ON-GROUND CONCRETE SLAB,LOWER LEVEL 00 w N r- EXISTING CHIMNEY co co N N N ARcyT M C. 22 4„ cc j� Y 17'-52� at�, �y > a� o � CPq ���� � NEW EXTERIOR STAIRCASE wi Zg �2d 1 TF OF NEB 0 Q Z 11 } J o z W ~ DRAWN BASED ON SURVEY MAP BY JOSEPH A. INGEGNO LAND SURVEYOR,DA ED MARCH 22,2002 o W t= °? 2U) v N 1,5 1,5 7 SIM. A. 7 CO EXISTING ROO AND EAVES rn C V O NEW CANOPY OVER EXISTING DE 0 n REPLACED COLUMNS REPLACED COLUMNS 1 NEW RAILS NEW RAILS o N s NEW LATTICED EXISTING EXI TING WINDOWS A.os .os GUARD WALL u co N co 00 � M _ _ O A.05 A.05 x DOUBLE DOOR RAIL rn ai GATE DOOR#GD2 SEE _ NEW FATIO DO rn A.0 A.OB r z i= A — o PROTECTION PANELS EXISTING PATIO DOOR #GD3,4 EXISTING DOOR 1 0 A. m NORTH WEST nn.. cu 0 0 ca N O O c0 NEW CANOPY OVER EX l TING DECK r N_ N 2 x w A.04 r• NEW LATTICE GUARD WALL 3 N A. to t• EXISTING EXISTING N N N Ch O O O ED ARp U z �C? a ' . G� CA p z GATE DOOR#GD1 ON LANDING IS NOT SHOWN ' SEE �45 k .t1c W ai W O ,0 4 OFN WJ a? --0_0 = W -COO y co m M O ° 1 of ' I a 14" I I DIMENSION 7'-6"+ FROM FOUNDATION SURFACE TO CENTER OF COLUMN co N M ji N M � M (D W CEDAR DECKING X ca ca @ 1 3/4"O.C. ON ACQ TREATED LUMBER SHIM/SLEEPER @ 16"O.C. + ON EXISTING CONCRETE PAD CLAD SURFACE CMU FOUNDATION SURFACE j C) z STAGGERED FOR DRANAGE I k,l I A.04 IIJWIIII � � 0 co a_ I I � m GATE DOOR 1X4 CEDAR HORIZO ALS @ 6"O.C. + 0 f DOUBLE SIDED,STAG ERED I °' N 1X4 CEDAR VER ALS @BOTH ENDS M I DIMENSION SO FROM FROM TRIM SURFACE N TO CENTER OF COLUMN \ X4 CEDAR 3'-7 3/4"+_ rn @ 6"O.C. EXISTING HOSE BIBB I co TO BE RELOCATED(OPTION) DIMENSION FR M FOUNDATION SURFACEco 2X2 CEDAR 7_7TO ENTER OF COLUMN N @YO.C. i/ — — — - - - - � I - - - - X 1X4 CEDAR EXTERI R @ 6"O.C. SHOWE /� / A.04 N �� z I co IL -- - - - - / co N 2 � N 5/4X6 CEDAR ON-GROUND DECK 2 ELEVATION FLASH TO — _ c� N A.04 CD 0 2X2 DECKING CA — Z 00 2X2 CEDAR @ 3"O.C. GATE DOOR 1X4 CEDAR @ 6"O.C. — Y J z ON 1X4 CEDAR VERTICALS @ BOTH ENDS p�FID ARC 0 a 3'-74' 3'-104" 3'-111 -5" ��ale AR�� p Y 3 �t.' G �1 W U z 3 w Z" A.04 /}� Z s�: ty3' U o N ai U) Q W U- LOWER LEVEL UPPER LEVEL 1 1/4"=1'-0" L 1/4"=1'-0" Z Q o Lu 0 2W -o w rn rn 12 o a 1'-6" - 04 N O � DECKING co 04 5/4x6 CEDAR,TYP. STAINLESS STL WIRE CABLES M @ 3"O.C. co N x co 1X4 CEDAR @ 6"O.C. U as 1X4 CEDAR @ 6"O.C. 2X6 TREATED LUMBER ON cn A.06 LATTICE SATE DOOR 2X4 TREATED LUMBER 1X4 CEDAR @6"O.C. 3 A.06 Z c a� N " OPENING -iN HEAD,JAMB, .=N ? SILL v 2X6 CEDAR m 5/4x6 CEDAR co 1X4 CEDAR b`~ v m M N / � O NN101, m + 2X2 CEDAR CC) Y @ 3"O.C.\ M \ co co rD m 1X4 CEDAR @ 6"O.C. Z 2X2 CEDAR @ 3"O.C. 04 u o n co M� N CD CD N 1 SECTION 1 � SECTION 2 � SECTION 3 N 0 ARC AR/ G�� U Y Lu r Lu Z z 62 i Z I— .. W U °' 0237�� �O p W a' ' OF Nam' � �' zQ o w Z = cn -0 �, STAINLESS STEEL ANGLE 1 1/2"X 1 1/2"X 1/8" DECK TOGGLE&SWAGE W/1/4"DIA.HOLES W/TURNBUCKLE m rn ' ^ — rn C) - - - - - - - - - - - - -- - - - - - - -7TYP. 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