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HomeMy WebLinkAbout37050-Z Q�S11F t�.coG Town of Southold Annex 8/3/2012 y P.O.Box 1179 54375 Main Road o • �� Southold,New York 11971 y�ol # Sao CERTIFICATE OF OCCUPANCY - - No: 35861 Date: 8/3/2012 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 54127 Route 25, Southold, SCTM#: 473889 Sec/Block/Lot: 61.-2-7.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/22/2011 pursuant to which Building Permit No. 37050 dated 3/8/2012 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: repairs and alterations, including covered front porch, rear first and second floor decks with stairs and ramp;to an existing commercial building as applied for per ZBA#6567, dated 6/21/12. The certificate is issued to Southold Historical Society (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37050 8/2/12 PLUMBERS CERTIFICATION DATED 8/3/12 George Fredricks taorize Signa ure - oz!� TOWN OF SOUTHOLD �Q�gUFFOIlreOGy� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37050 Date: 3/8/2012 Permission is hereby granted to: Southold Historical Society PO BOX 1 Southold, NY 11971 To: Commerical Alterations/repairs "as built" as applied for At premises located at: 54127 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 61.-2-7.2 Pursuant to application dated 11/22/2011 and approved by the Building Inspector. To expire on 9/7/2013. Fees: CO -COMMERCIAL $50.00 NEW COMMERCIAL, ALTERATION OR ADDITIONS $903.20 Total: $953.20 uilding Inspector 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 2110 of 1% lead. . 5. Commercial building,industrial building, mtiltiple residences and similar buildings and installations,a certificate of Code Compliatice-from architect or engineer responsible for the building. .6. Submit Planning Board Approval of completed site plan requirements_ For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings-and "p.re-existing"land uses: L Accurate survey of property showing all property lines,streets,building and.unusual natural or topographic - 2. A properly spmpleted application and consent to inspect signed-by the applicant_ If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons.therefor in writing to the applicant_ .C. .Fees 1_ Certificaie of Occupancy- New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling S50.00, Swimming pool $50.00,Accessory building$50.0%Additions.to accessory.building 550.00, 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$1.5.00,Commercial$15.00 Date. a 1 1 New Construction: Old or Pre-existirg Building: X (check one) Location of Property: S 4 l2 M/k k I%- n alVA-.� House No_ Street Hamlet, Owner or Owners of Property-: O U-n4'- 7 \( tia S-oC t 6� It Suffolk Eounty Tax Map No'1000,Section l, o b Block a d o a Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. . Applicant: S o v r*VG\S �4\STo•sL.<<x[~ �caL i cyr�/ Health Dept.,Approval: Underwriter's Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: (check one) Fee-Submitted:$ Applicant Signature �o'\N'pF SO�T�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 v' �Q Southold,NY 11971-0959 �` roger.richertCa-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Southold Historical Society Address: 54127 Main St City: Southold St: NY Zip: 11971 Building Permit#: 37050 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Brian Brooks Electrical Inc License No: 3613-e SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures 1 Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures F TVSS Other Equipment: 1-combination exit/emergency light, 1-exhaust fan, 90ft lighting track Notes: Inspector Signature: Date: Aug 2 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631).76571$02 54375 Main Road P.O.Box 1179 - Fax(63 l).76 -9502 Q Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: Building Permit No. 7 Owner: h;�0 ri CA� SD (Please print) Plumber: ��Q -QCX tricks lease print) I certify that the solder used in the water supply system contains less.than 2/10 lead_ (Plumbers Signature)"'.. Sworn to before me this day of 201a- :. CONNIE D.BUNCH Yolk hf otaN Public,State of New- No.01SU6185050 Qualified in Suffolk Coi4 2 Commission Expires AP ril Notary Public, S -County i I 2��D�— o��oFso�lyo �o TOWN OF-SOUTHOLD BUILDING DEPT.' 765-1802 1 NSPECTION [' FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � '�r\ � xj ea.f- L DATE INSPECTOR 70 of s0�ryo� COUtm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FO DATION 1 ST [ ROUGH PL13G. [ ] 0UNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] C RICAL (FINAL) REMARKS: — 14 DATE Y INSPECTOR �Jt �7G� ��OFSO(/r�, -- -_ - -- cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE `� �'� f� INSPECTOR ` L ho�apF SO(/T�olo -37os-o o . �ycou ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION. I ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: JQ DATE INSPECTOR f l o OF SO(/T,�,�� c0UN1Y,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [VfFOUNDATION 1 ST [ ] ROUGH PL13G. . [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ]. FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CO 6Ti -FIR SISTANT PENETRATION [ ] ELECTR L UGH) ELECTRICAL ( AL) REM R S. � /�-rr�� DATE //, �� INSPECTOR OF SODTyo`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ].ELECTRICAL (FINAL) REMARKS: ,✓ DATE �� INSPECTOR- SOUT�O`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .. .... [ ] FOUNDATION 1ST [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ ] INSULATION .. [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REWKS: AA DATE Z INSPECTOR SObTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1 ST ' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ti DATE 3 INSPECTOR 03/19/2005 07:30 FAX 16 001/001 J.P. HUNTER ENTERPRISES, INC. HUNTER IN5ULATION 675 Elton Street,Riverhead,Ny 11901 (631)283-4120 fax(631)283-4163 August 2, 2012 EC EC WE Mr. Bob Fisher AUG - 3 2012 Town of Southold Building Dept. BLDG. DEPT. Town Hall Anex Building TOWN OF SOUTHOLD I - 54375 Route 25 PO Box 1179 Southold,NY 11971 RE: Southold Historical Society 54127 Main Rd Southold, NY Dear Mr. Fisher: J'.P Hunter Enterprises, Inc. insulated the building listed above. All the spray foam used at this location is Class"A" fire rated and approved for residential and commercial construction. If you should need any additional information please call our office at 631-283-4120. Sincerely, ohn Hunter President I;YI ► .r a�• �7 o d � • 1 1; WA WA a WA - - WA 9 M_- WW WTAP •1 •/6 1 �ii � � - .I�!/- �.- _ V. _ MAMA WE W4 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board o.�Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning!Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application 2 Flood Permit Examined 7 ,20r2-- Single& Separate Storm-Water Assessment Form Contact: Approved Y'�20� Mail to: Disapproved a/c Phone: Expiration 200 Building Inspector APPLICATION FOR BUILDING PERMIT Date 1 , 20 H _ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0W !viaP" Name of owner of premises 'SO y i-�k 0 L,�> L Q7't/ (As on the tax roll or latest deed) If a li nt it�qeqA5o ation, s' nature of duly authorized officer (Name and title o corporate officer) Builders License No. 13 05 3 14 ( -,D.14!7 Plumbers License No. :tgp Electricians License No. '3(-►3 r--: Caa 1,1 1317o�k>) Other Trade's License No. --- 1. Location of land on which proposed work will be done: House Number Street Hamlet D61 , � o oa . 0 0 0o -+ , ooa County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy `�O S t tj e r S / C o.n-M L"? C k 4 L- b. Intended use and occupancy L t I 3. Nature of work (check which applicable): New Building Addition Alteration Repair- X Removal Demolition Other Work (Description) 4. Estimated Cost -4 -s-©' o o a Fee _ (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. G RLc-"'C 7. Dimensions of existing structures, if any: Front a Rear Depth �o Height 3 Number of Stories Dimensions of same structure with alterations or additions: Front a Rear Depth 3 ► Height D 3 Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Sto ' s 9. Size of lot: Front Rear 4 a Depth 10. Date of Purchase D o \ t Name of Former Owner 2 a a GM—\ cs- 11. Zone or use district in which premises are situated ki P-1.- `4t T 61" 5 N " e-J S 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOG Will excess fill be removed from premises? YES NO ->c 14. Names of Owner of premises s ,-� Address Snd nro� ,by ,< Phone No. -7 6s--S-S-a o Name of A=te64 c,r \�yam- Address s Phone No '7 Name of Contractor ��'��� rc .r,, Address S-,,C--L k N.y" Phone No. �3' L=�6� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? 'AYES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO >,, * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO '- IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) &e-b T:--V1 t -t (C. C�^" ' "JL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the i er-C—rA-a— (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. Swort to before me this day of I y" Y �V�'��,. 20 PENNY BEDELL otary Public,State of New Yoik Not "y P iblic in Suf99317 Gualiiied in Suffolk County l� Si iatu of Applicant Commission Expires Sept.29, — TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board o Health SOUTHOLD,NY 11971 4 sets o Building Plans TEL:: (631) 765-1802 Planning!Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit _Examined ,20�Z Single&Separate Storm-Water Assessment Form Contact: Approved Mail to: Disapproved a/c (� Phone: Expiration 20 v L. Building Inspector APPLICATION FOR BUILDING PERMIT Date 1 , 20H INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the,applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the wort: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. b J�1�171� {� ► -JRL0, 50C.i Z r Y (Signature of applicant or name, if a corporation) (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O�� � cn, Name of owner of premises 0-\-)4 q t-�> �k b 2 k C mot- S L 11��7-r-Y (As on the tax roll or latest deed) If a li /t i a eqpto ation, s' nature of duly authorized officer D 3 r? Yd GC4 t���✓7 t Y iC (Name and title o corporate officer) Builders License No. i 3 oS 3 H ( Plumbers License No. '—tR.0 Electricians License No. aa-- V<5) Other Trade's License No. -- 1. Location of land on which proposed work will be done: l 2 - I\ k 1 rJ t � S ® yi1 House Number Street Hamlet 06I 00 oa . 00 nod- , ooa County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy `�J S 1 �J r 5 / C L) M kNZ c ,A. L_ b. Intended use and occupancy i t 1 3. Nature of work (check which applicable): New Building Addition Alteration_ Repair_� Removal Demolition Other Work (Description) . 4. Estimated Cost A -5- Fee - (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front a a Rear ;> -CN- Depth Co Height `3 Number of Stories I S Dimensions of same structure with alterations or additions: Front Rear Depth } Height 3 Number of Stories I , S` 8. Dimensions of entire new construction: Front Rear Depth Height Number of Sto ' s 9. Size of lot: Front Rear Depth �- 2 10. Date of Purchase D o \ t Name of Former Owner. 2� a �M� G L I-L 40 11. Zone or use district in which premises are situated .p�r^ �F T �� 5, 1�•i �I S •� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOG Will excess fill be removed from premises? YES NO '>c t?.u. 14. Names of Owner of premises s �-� Address s,JT,ro. J,«� Phone No. -7 t s`so 0 Name of 4i �,3 ar ( r Address s Phone No Name of Contractor _J�3%'CLC_ a -r-*,4 Address k� N-y. Phone No. fib' L 15 a. Is.this property within 100 feet of a tidal wetland or a freshwater-wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS_ * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES;PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFF �+=YL�"� <<• �'�` I NL being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the F. L cam- (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. Swor to before me this � day of 1 y v � '�- 20�_ PENNY BEDELL otar Public,State of New Yoik 1 r-0099317 Not P blic Pied in Suffolk County Si iatu of Applican commission Expires Sept.29, ��� j� BOARD MEMBERS *OF SO Southold Town Hall (/j Leslie Kanes Weisman, Chairperson � y0lo 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer G Town Annex/First Floor,Capital One Bank George Horning p �� 54375 Main Road(at Youngs Avenue) Ken Schneider l'YC�� ,� Southold,NY 11971 http://southoldtown.northfork.net n �n ZONING BOARD OF APPEALS E TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 JUN 2 6 2012 FINDINGS,DELIBERATIONS AND DETERMI AT k G.DEFT. MEETING OF JUNE 21,2012 TONJN OF SOUTHOLD ZBA FILE: 6567 NAME OF APPLICANT: Southold Historical Society PROPERTY LOCATION: 54127 Main Road, Southold,NY CTM: 1000-61-2-7.2 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 27, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a .195 acre parcel in the HB Zone. The northerly lot line measures 42 feet, and the easterly lot line measures +/- 203 feet along adjacent properties. The southerly lot line measures 42 feet along Main Road, and the westerly lot line measures +/-202 feet along an adjacent property. The parcel is improved with a 26.4 ft. X 22.3 ft. principal structure, and a 26.4 ft. X 20.3 accessory structure, as shown, with a proposed new front porch addition for the principal structure, on the survey drawn by Wallace T.Bryan,Licensed Land Surveyor, dated Aug. 9,2011. BASIS OF APPLICATION: Request for Variance from Article X Code Section 280-46 (bulk schedule), based on an application for building permit and the Building Inspector's March 9, 2012 Notice of Disapproval concerning proposed front porch addition to existing building located in the HB District, at; 1) less than the code required minimum front yard setback of 15 feet, 2) less than the code required minimum side yard setback of 10 feet, 3) less than the code required total side yards of 25 feet. RELIEF REQUESTED: The Applicant requests variances to construct a+/- 100 sq. ft. open, roofed porch addition to be located on the front of the principal building facing Main Road. The Applicant requests a variance for a front yard setback of 3.75 feet, when 15 feet is required by Code, requests a variance for a 2.2 feet single side yard setback,when 10 feet is required by Code, and further requests a variance for a combined side yard setback of 17.5 feet, when 25 feet is required by Code. ADDITIONAL INFORMATION: The Applicant proposes to build the new porch within the original footprint of a porch that had existed at the same location on the structure for many years in the past, prior to being damaged by a storm. After the storm,the porch was partially removed, leaving only the roof and entrance stairs intact. The Page 2 of 3—June 21,2012 ZBA File#6567—Southold Historical Society CTM: 1000-61-2-7.2 �. I Applicant, the Southold Historical Society, and the new owner since 2011, now wants to restore the porch to this historic building as it had existed in the past, by utilizing the remaining roof overhang of the old porch. The Southold Historical Society expressed an intent to utilize this building as a small exhibition gallery for historic items now housed within their nearby headquarters building on Main Road. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 7,2012, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law$267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. A porch had existed on this building for many years in the same location as the proposed new porch. The porch construction will restore an original feature to this building in the exact footprint where it had existed for many years. Many of other the buildings in the adjacent neighborhood j along Main Road have nonconforming front and side yard setbacks. 2. Town Law V67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible i. for the applicant to pursue, other than an area variance. The roof for the proposed porch already exists with nonconforming front and side yard setbacks. The front porch can not exist again without the granting of variances. 3. Town Law §267-b(3)(b)(3). The variance granted herein for a 3.75 feet front yard setback is mathematically substantial, representing 75% relief from the Code required 15 feet setback. The variances granted herein for a single side yard setback of 2.2 feet and combined side yard setback of 17.5 feet are substantial since this represent a 78% relief from the Code required single yard setback of 10 feet, and a 30% relief from the Code required 25 feet combined side yard setback. However, the pre-existing porch roof and entrance stairs already have a nonconforming footprint, and this footprint will not be increased by the addition of a porch within the same area. I. 4. Town Law §267-b(3)(b)(4)i No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The porch will have a storm drainage system that conforms to Chapter 236 (Storm water Management)of Code. I 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created. The original porch of this pre-existing, nonconforming historic building was destroyed by a storm, with only the roof and steps remaining, and now the ` I. Applicant wants to re-build the porch in the same footprint that it had occupied in the past. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a restored front porch on an historic building, while preserving and protecting the I character of the neighborhood and the health, safety and welfare of the community. i 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 Horning, seconded by Member Schneider, and duly carried, to j GRANT, the variances as applied for, and shown on the survey drawn by Wallace T. Bryan, Licensed Land Surveyor, dated Aug. 9, 2011. CONDITIONS: The restored porch shall not be enclosed by walls, and shall remain open except for support posts and railing similar to those shown in the file photo dated circa 1910. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. ! . i i Page 3 of 3—June 21,2012 ZBA File#6567—Southold Historical Society CTM: 1000-61-2-7.2 I Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before I the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. I Vote of the Board. Ayes:Members Weisman(Chairperson),Dinizio,Schneider,Horning. This Resolution was duly adopted(4-0). Member Goehringer was absent. l vvw� )Z�C71'YvLL�t� Leslie Kanes Weisman, Chairperson Approved for filing /0�S /2012 i I i I I I i i I i Town of Southold :Erosion, Sedimentation & Storm-Water Run-oft ASSESSMENT FORM PROPERTY LOCATION s.c7�M7� THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A t rn , //a, STORM-W TER,GRADING, I NAGE AND EROSION' NTtiOI PLAN sbon a Toi— CERTIFIED lrV A DESIGN PROFESSI AL Ii1 THE STA'[E OF NEW YORK SCOPE OF WORK - PROPOSM CONSTRUCTION MW# / W6IRKASSE&3N E[VT•'. Yes No a. What is the Total Area of the Ptoled Pamel&?(Incivift Total Am of all Parcels within I Will tijis — the Scope of Work fbr Proposed Co bructim) ���Two p*fd on Sb? b. What Is the TotatArea of Land Cleaft (P:iMPa) (mis.ilefrt Vol kicluds all)'wtaoit treated byte X D atld/or Ground 01$W b nor for then proposed clearing and/or consintction 8ctivilles.118 Well as allSRO cor�trucgon mprovenlenis and the permanent creation of faF fAM) impervlousstlrtdces) PROVIDE BR1>7 PROJECT DFSCRU-hON �rwkNAddtlpny t3gea es Naaed) 2 Does the Site Plan and/or Survey Show AD proposed Drainage Shwhires Indicating Size S Location?This Item shall include all Proposed Grade Changes and • -- �.r n-T t-} s ro rzt t. r-,-L. Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion y N ism and sediment control•practices that will be used to control site erosion and storm water discharges. This z item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land'Filiing,Grading or k Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within-any Parcel? 5 Will this Applcadon Require Land Disturbing Activities Encompassing an Area In Excess of Five Thousand Cl X (5,000 S.F.)Square Feet of Ground Surface? L� 6 Is there a Natural Water Bourse Running through the Site? Is this Project within the Trustees jurisdiction u s General DEC,SWPPP Requirements: or within One Hundred(1007 feet of a Wetland or a Submissb S n of a WPPP is required for an Construction activities imotv[ng son or i disturbances of one(1)or more acres,including disturbances of less than one acre that iI are part a a larger common plan that win ultimately disturb one or more acres of land,• 7 Will there be Site preparation on Existing Grade Siopes which Exceed Fifteen(15)feet of Vertical Rise to ;� t including Construction activities involving soA disturbances of less than one(1)acre where orizontal Distance? the DEC has determined that a SPDES permit is required for storm.water One Hundred Fifte of H ater discharges (SWPPP's'Shall meet the Minimum Requirements of the SPDES General Permit 8 Wil'Driveways,Parking Areas or other Impervious for Storm Water bischarges"from Construction activity-Permit No.GP-0-i"o1:) Surfaces be Sloped to Direct Storm-Water Run:Off 1.The SWPPP Shan be prepared prior to the submittal of the NOL The NOI shag be into and/or in the ifirecdonof a Town ribtof-way? ' submitted to the Department prior to the commencement of construction aetivi 9 y? Z The SWPPP shall descrbe the erosion and sediment control pracdoe and where 8 Will this Project Require the Placement olMaterial. required,pmt-construction storm water management practices that Qtbe used andlor Removal of Vegetation and/or the Qortstrutdiori of any constructed Ica reduce the pollutants In storm water discharges and to assure compilance with the terms and conditions or this peme•L in bddrtbn,ore SWPPpsMa1 Item Within the Town Right••of-Way or Road Shoulder F-1 Man*Potential sources of pollution whkh may reasonably be expected to affect the Area?t nni•tror tnrknte the bhsbilatton a tANerray aprora) quaWalstorm water discharges. NOTE: NAnyAnswertotauestl i ona.on'o uhrough�Nina b Answered with a Check Mark 3.All SWPPPs that require the post•consbucuon storm water management practice in a Box and the wmiructlen she disturbance la between S.M-S.F.d 1 Acre in area, compor,04 shall be prepared by a qua6fi0d Design Prolessknal licensed in New York a StomrYValer Grading.Drainage 3 Erosion Control Plan la Required by Ure Town of that b krrorrfedgeable ire the principles and practices of Storm Water Management. Submrlted for Review Prior to Issuance o(Any BuRdi"Permit. M Ch eck POM Mack(11)andbr Answer Ax each Question B Requhed fora C-plete APpixapon) Sl A17 OF NEW YORK, l COUNTY OF............................... SS ....»....»................ r ' I PFrt�y l�. of bk ,at �mot). being drily sworn.deposes and says(lac he/she Is the applicant for Perrrut, , And that he/she is the Owner and/or representative of the Owner or Owners,and is dtdy 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 belitfi,and t > l that the work will be.performed in the manner set forth in the application filed herewith. Sworn to before methis; -• — _ _.oZ f..---- ay of..-- —- - 20.. Notary Public: ----•-----•----.... ' . / .................L%-...._/_�_.-.. Si a��reaAppkW) . FORM 06/1 o PENNY BF e of N Notary Public,State of New Yolk No.01 BE6099317 Qualified in u Sept.29 CountY Commission Exp STORIC9t�p *outborb 7totortrar 6ortetv Oy10 ISTORIC+9 lee 10 ° D ro 54325 Main Road o D ro j P.O. Box I j t Southold, Long Islaiid,NY 11971 I SOUNDED� Phoiie: (631) 765-5500 Fax: (631) 765-8510 A°UNDED'96� John Barnes President November 21, 2011 Michael Lastoria 1st Vice President Southold Building Dept. Melissa Andruski Main Road 2nd Vice President Southold,NY 11971 Margaret Cleary Treasurer Joan Latham To whom it may concern, Asst.Treasurer Elyse Please find attached our application for a building permit for work to be done SecretaryChris"wrack on the property located at 54127 Main Road, Southold,NY 11971. Michael Braverman We hope to move forward with the renovation and re-use of this historic Rudolph Bruer IV Constance Case 1860 s building iri manner that will improve both the look of and commerce Lois Cunliffe on Main Road in Southold. Helen Didriksen Larry Jungblut Maureen Ostermann Thank you again for all your help. Should you have any questions,please feel Mel Phaff free to contact me at any time. Judith Phinney Jennifer Raymond Ann Ristuccia Sincerely, Ron Rossi Trustees Geoffrey K.Fleming Director Deanna Witte-Walker Geoffrey K. Fleming Administrator Amy E.Folk Collections Manager Daniel J.McCarthy Archives Assistant Walter R.Jackson Office Assistant On The Web at. General Email: Directors Email: www.southoldhistoricalsociety.org sohissoc@optonline.net shsdirec@optonline.net P. �I SOUr� Town Hall Annex 41 Telephone(6311))7g6&1802 54375 Main Road rpggr,richert(dt aow(ri 1OUthO1 .nY.US - P.4.Box 1I79 . Southold,NY 11971-0959 BUMDING DEPARTMENT TOWN OF SOUTHOUD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Brian V-6 Date: la Company Name: ricvl ' Name: License No_: Address. Phone No.: JOBSITE INFORMATION: (*Indicates.required information) *Name:. - ' *Address: _5 7 *Cross Street: *Phone No.: Permit No.: � . Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �5�, •��k� �, oU{�� (Please Circle All That Apply) *Is.job ready for inspection: •(�)/ NO Rou h In ���,��✓ Final *Do you need a Temp Certificate: -YES / NO Temp'Infonmation (if needed} *Service Size: 1.Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ------------------- TAX LOT 8 LAND NOW OR FORMERLY OF GIOSASI EDGE GUARD RAILUTILITY ° , OF PAVEMENT °�� 50.709 PEE______._ S 1 6 15 10 E _ oz N ' U MONUMENT15 2. 19 UTILITY FE .1'w �" 4N o, o _.-_.._...._._______._..__._..__ O.H. WIRES —_....._ ._.__. PVMT.1.4'N o j S 16°26'30"E - D O i7 p _ BLDG-2..'W 26.4' BEDG.2.2' SIGIJI"' p Z li > � I _ _ J w 20.3' ��� ., 1-1/2 STORY J o 10, FRAME BUILDING Sri ;OD y,Qt: � J ¢ W cv 3N m w Z ¢ a �I �o # 54127 3.1 '. '' Of I—_ N W Q az p N W old 2 0� COI ri p9L ¢z❑ 26.4' p w �. It -I Z o z l 3� l - O r-J ~o; Q UJ 1WIl = o N ~'¢� �P CHIM. �; O =o (n 20.3' v x c� o o f o I 02 52.2' - u M Q z QI o Q V) ^ a EDGE OF PAVEMENT 201 .89 Y Z N 1 6° 17'30"W DRIVE Z Z w o j 7VMT.3.6' 1.1W p -I CL 4 ASPHALT PARKING .:.1 J � o LAND NOW OR FORMERLY OF SOUTi'-'IOLD PROFESSIONAL OFFICES LLC TAX LOT 7_3 j ± _ BECKWITH AVENUE SUFFOLK COUNTY TAX MAP DIST. 1000 SECT: 61 BLK: 2 LOT: 7.2 MAP NO: DATE: Wallace T Bryan ,, . LOT(S): Licensed Land Surveyor MAP OF: DESCRIBED PROPERTY MAINTAINING THE RECORDS OF �`5oU'T� BURTON, BEHRENDT & SMITH LAND LOCATION: SOUTHOLD THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, S OWN ARE NOT GUARANTEED. TOWN OF SOUTHOLD. COUNTY OF SUFFOLK, STATE OF NEW YORK 559MiddleRoad. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE Bayport, NeW York 11705 ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SURVEYED: AUGUST 9, 2011 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY CERTIFIED TO: SOUTHOLD HISTORICAL SOCIETY 631 472-1770 MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF EAGLE ABSTRACT CORP. THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NY ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON TITLE # FTI-S-22652 Fax 472-1771 FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SCALE: 1 "=20' FILE NO: 1 1 —253 (-TAX ILOT 8 j LAND NOW OR FORMERLY OF GIOSASI m fif GUARD RAILUTILITY 4jJ EDGE OF o� W 6-� " o > » PAVEMENT Rw acv °'.. - 0 MONUMENT 50.7 0' P,AQLE S 1 6.15 10 E ' UTILITY L. �L,` --- --- -- '- O' PUMT 1.4N o i S 16°26'30"E - - - - --- — --- O.H. WIRES _.---_�_ 152. 19 — POLE-:--- fEo.1—W - --- do`'�' m O -10.0' O LL u,I ° B10G.'2-j 26.4' BLDG.2.2'N SIGNI I Q m OU z ;I . M a I 20.3' 10 I 1'9.v cn M 1-1/2 STORY -I J a W z�I z 2� N FRAME BUILDING ui ;3N frm L w On � Z ¢ a' }o o N # 54127 W = w�I crJ 3I r ¢ Oct W= to om G� \Z oI� oz N �� W o ool Ln N � N 9 ¢m� 26.4' W _ ^N ' ��P/L90 CHIM. O xx W r of 20.3' Y F 0 Z <I 52.2' 0 v Z o M m m I\ a 0 (/) ^ N 1 6 17 3 0 W EDGE OF PAVEMENT ' . N i Z w o 201 .89 D 1.1'WRNE �.• J w �s I PVMT 3.6' ¢w•:.: ZW a ASPHALT PARKING 1� Q Z 15' J ' LAND NOW OR FORMERLY OF SOUTHOLD PROFESSIONAL OFFICES LLC Mi TAX LOs 7.3 �� BECKWITH AYENUE MAY 0� 2012 V BOA p SUFFOLK COUNTY TAX MAP DIST: 7000 SECT: 61 BILK: 2 LOT: 7.2 )r k: MAP NO: DATE: Wallace Bryan � f Ci F ::: '`�- ZBA FINAL MAP LOT s : Licensed Land Surveyor �.. SEE DECISION MAP OF: DESCRIBED PROPERTY QQJ r` MAINTAINING THE RECORDS OF BURTON, BEHRENDT & SMITH ' LAND LOCATION: SOUTHOLD } THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, STATE OF NEW YORK SS9MrddleROad THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE SURVEYED: AUGUST 9, 2011 � � B O New fork 11705 I ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. IiJ ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY / CERTIFIED TO: SOUTHOLD HISTORICAL SOCIETY 631 472-1770 MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF EAGLE ABSTRACT CORP. j THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ITY# FTINATIONAL TITLE INSURANCE COMPANY OF NY ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON TITLE FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON SCALE: 1 "=20' FILE NO: 1 1 -253 AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. COMcheck Software Version 3.9.0 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Historical Society Gallery Construction Site: Owner/Agent: Designer/Contractor: Main D C Southold,NY C Section 2: General Information - Building Location(for weather data): Suffolk,New York MAR 7 2012 Climate Zone: 4a Building Type for Envelope Requirements: Non-Residential BLDG. DEPT. Vertical Glazing/Wall Area Pct.: 13% TOWN OF SOUTHOLD Activity Type(!* Floor Area Museum 533 Section 3: Requirements Checklist Designcode. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists 533 38.0 0.0 0.027 0.027 Exterior Wall 2:Wood-Framed, 16"o.c. 756 21.0 0.0 0.062 0.089 Window 2:Wood Frame:Single Pane,Clear,SHGC 0.20 60 --- --- 0.320 0.400 Door 1:Wood,Swinging 21 0.400 0,700 Door 2:Glass(>50%glazing):Nonmetal Frame,Entrance Door, 35 --- --- 0.400 0.400 SHGC 0.30 Floor 1:Wood-Framed 533 19.0 0.0 0.051 0.033 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. 5. 'Other'components have supporting documentation for proposed U-Factors. 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. 10.Building entrance doors have a vestibule equipped with self-closing devices. Project Title: Historical Society Gallery Report date: 02/10/12 Data filename:C:\Documents and Settings\jdeerkoski\My Documents\COMcheck\historical society.cck Page 1 of 2 Exceptions: ❑ Building entrances with revolving doors. ❑ Doors not intended to be used as a building entrance. ❑ Doors that open directly from a space less than 3000 sq.ft.in area. ❑ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. ❑ Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped an ed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in co p' nce with this Code. Name-Title Sign Dat Project Title: Historical Society Gallery Report date: 02/10/12 Data filename:C:\Documents and Settings\jdeerkoski\My Documents\COMcheck\historical society.cck Page 2 of 2 COMcheck Software Version &9.0 Envelope Complianc Q _ E � V C� DO 2090 New York Energy Conservation Constructioo for ie dUN - 1 2012 _ li Or rPT Section 1: Project Information 17 _ TGWN OF SGUTHOLD Project Type:Addition Project Tide Construction Site: Owner/Agent- Designer/Contractor: BECKWITH HISTORIC BUILDING MARK SCHWARTZ,ARCHITECT CUTCHOGUE,NY 734.4185 'AC ;. Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Budding Type for Envelope Requirements; Non-Realdential Vertical Glazing/Wall Area Pet.: 8% Activity Tvoetsl Floor Area Museum 594 ' Section 3: Requirements Checklist PASSES:Envolope Climat"peciflc Requirements: Component MarrieAlescription Grog Cavity Cant, Proposed Budget Area or R Value R Value U-Faotor U-Factor(a) Perimnow Floor 1:Wood-Framed 694 21.0 0.0 0.046 0.033 Eider&Wall 1:Wood-Framed,16°o.c. 784 18.0 0.0 0.078 0.089 Window 1:Wood Frame:0ouble Pane with Low-E,Clear,5HGC 65 — 0.500 0.400 0.06 Door 1:Wood,Swinging 49 — — 0.300 0.700 Roof 1:Attic Roof with Wood Joists 694 30.0 0.0 0.034 0.027 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: 0 I. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material Installed In accordance whit the rrtanufacturees installation instructions. 0 2. Windows,doors,and skylights certified as meeting reakape requirements. Ll 3. Component R values&U-factors labeled as certified. Lj 4. No roof Insulation Is installed on a suspended ceiling with removable ceiling panels. 5. 'Other cornponents have supporting documentation for propo*ed U-17atdora. Q 6. Insulation Installed according to manufacturers instructions,In substantial contact with the surface being Insulated,and In a manner that achieves the rated R-value without oornpressing the insulation. L3 T. Stair,elevator shaft vents,and other outdoor air intake and exhauat openings in the building envelope are equipped with motorized dampers. 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fbMires Installed to the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. Q 10.Building entrance doors have a vestibule equipped with self-dosing devices. Project Title: —^--_� Report date:06/01/12 Data filename: Untitled.cck Page 1 of 2 Exosptions: ❑ SUAdfng entrances with revolving doors. ❑ Doors not Intended to be used as a building entrance. ❑ Doors that open directly from a space less than 3000 sq.ft.in area. ❑ Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. ❑ Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented In this document is consistent with the building plans,specifications and other calculations submitted with this permit appflcation.The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in CbMchock Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist When a Registered design Professional has stamped and signed this page,t ey are all sting a best of NOW knowledge,belief,and professional judgmesuch plans or specifications are In comp) s C Name-Title Signature Date Pro)act Title: _ ^.� �— -...Report date: 06/01112 Data filename:Untitled.ock Page 2 of 2 1 1 Beckwith House - 54127 Route 25 - Southold - 61-2-7.2 - 11-30-11 w ow \ is1 . re+ p Mi ' ' �=err � •' .I =., 1 40 ..• _ .��• �k���[N Fi 1,�.� .L iTi.T 765-9250 L WA � 1 IF 1:77— T � T�' l t_Tt 1 `"�•'` _1 T A}r 1 , 5 � } . 4 � !. pia �• af` �:.s u,a a '�. � .�� � it ,�M j. s �� 't � ��9� ` •+�• .h�>1t{;17•S ,'�t'�➢(/YI�. , >. �4, < •v •4, s` � Y .. *fin .�' N� m e . e w xe e .. i , .ti . �fnir .- ,oP tq_1- P�'p•f'..� "Y !�w , 3+ T,1 �lwr off ma, t � °'� - Pam► ,•- _ .,� 1 P9 3V 37 33 3 4 3 5 3 6 31mom 3 � . lit f> x � r C 4 _ d �,� _ �� "� ��� '4>�. �' :• �"I`1 rat� `�` . �r �' 41 It y M } R X ti. w y C'! ' O o WS - FIRE INSPECTION =; REQUIRED BEFORE = OPENING � 0 � o E) ECKWITH HOU5E d „-c (n N ELECTRICAL ?s' = O o o w l%NSPECT*v,& h- E AIRED W Q N Z PLUMBER CERTIFICATION z ON LEAD CONTENT BEFORE APPROVED AS NOTED w w CERTI j,.*,' .Ta,OFO000PANCY SOLDER U5E®IN WATER DATE'S � 'P, 0 S.UPFLi SYSTEM CANNOT FEE; 20 BY . -.1. ­ EMCEED 2110 OF 1% LEAD. = NOTIFY BUILDING DEPARTMEN I AT c� 765.1802 8 AM TO 4 PNI rOf= TFAY _z -. FOLLOWING INSPECTIONS PLUMBING 1. FOUNDATION -TWO Pr QUINLD SZ/ ALL PLUMBING WASTE FOR POURED CONCPETE &WATER LINES NEED 2, ROUGH•FRAMING PLUVLV TESTING BEFORE CO`r I :'!G STRD,PPING. ELECTR''�AL 6 CA<11 IZrNG N ' 3. INSULATION Z 4. FINAL•CONSTRUCTION Lte6lUcAt- z p cv ALL CONSTRUCTION SHALL MEET. .�'� � P OF t 0. � �''` MLST 8E COMFLE"�`E r• F-. 0 REOUIREMENTS OF TME CODE`;,c ALL CONSTRUCTION SHALL r,l,L:t Ids p _ �0 YORK STATE. NOTRESr'4NSJRLFf' REQUIREMENTS OF THE CD►,`�-flF t- o z DESIGN ORWNSTRUCTIOWEP"C'R YORK STATE NO9 RF�PQN 16Lr—Fv<z O O DESIGN OR CON STRUCTICI"S F-k4(,S / .,., IL, �� 91,� ,�¢ RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 p/ 9r` 9 i;°` 117" 0 ..�9F, , f: . �- OF THE TOWN CODE. LU j/ / e: �' '; �••z¢'' fir^, v ` _J.I a � L�• l ��� � r �.,. -ter..-. 4 ;s1M� �•; �.�• �•. 'J � Z � �•-++�.�r'� .ram`�, ,i-_ 1` .•', . . Lu Lu it FRONT ELEVATION [L t I 1' ' � ,may ,�µr `'^3�.:,., • SCALE: „ = I '-O" ��,•.f ' 'y '@°v.`t °�, : r •- �3 PE. ���1� 4,aq�• "�"Y ��:J i, e' � ' ^f � :`r ,�'r .n • s'T",., t, c y« e',> ..•Kr J Z.!f' • .. ..rn. a A•f d .> 6 } . .• :� t. �vy' p„ .�� p.W,y'7p �L, Y. Y T., r .• • b xl y;.} •:i,.he'�`..�,&.`x 3..='' i. a �� t _ _ ....:�.-._......_»..-�:.. - T301, lii 30.� w •. ��,.. - ..., Lu o s (n LLJ C) of NEW y DEE)y 0 O_0 -. w z PAGE: S 10NP I _ n_ N N Z O o O JU O N p J (1� Lu Q - Z Z W L1J p N p m z ITTII p J C U O WN H — O O o z O w Q O O CD U� — lW cl I J Q z O W i i i i i 1 r�--l-1 r�--L� rJ--L, r1--L, r1--L-I r1--L, \1J w i i i i i i i i O REAR ELEVATION U � SCALE: " = I '-0" O EX15TING ROOF OVERHANG TO REMAIN NEW REAR DECK = EN7PY 5TAIR5 cy z � � U FX15TING FRONT ENTRY 5TEP5 W r J m � U z U Q z z z o LEFT 51 DE ELEVATION SCALE: " = I ,- ,, W C) OF NEW 1, DE 00 �N ^ k �cr W PAGE: 10 0 072 <c� 2 N z N o— Lu O W DECK ~ N seciioN PROVIDE G" POURED CONCRETE O Oz p PAD UNDER STAIR STRINGERS- O N VERIFY LOCATION IN FIELD Q z 1 2"50NOTU13E W/POURED 4"X 4"ACQ P05T ON " CONCRETE FOOTING 4N3G- 7'-or' C�- --I- 11 2" 5ONOTUBE W/POURED z 2'-O"X 2'-0"X I'-O"d.; CONCRETE FOOTING BEAR 3'-0" BELOW GRADE3'-a' w (TYPICAL ALL FOOTINGS 6" G. 2'-O"X 2'-O"X I'-O"d.; Q � v Q BEAR 3'-O" BELOW GRADE pUNDER POSTS FROM ABOVE) 6'a (TYPICAL ALL FOOTINGS) �O— CGQ GIRDERoC3ONZ_ V U O N J J v N O W N N r� � I v J z I I l� p � V O O a 3'-1" 3'-5" 2'-3 I/2" 4'-5' O 4" 3 1/2" 6 Q — m m �'-o"' a'-6" O O 2"X 8" ACQ LEDGER BOLTED TO EX15TING FOUNDATION W/5" "LEDGERLOK"SCREWS @ I G"O.C.; W HANG D.J. FROM LEDGER WITH 51MP50N W25 CONNECTOR rQ V N z O LLJ Q U ° z O � � Lu w J O U0 EXISTING FOUNIDATION WALLS, E/ FOOTING, FRAME, GIRDER O COLUMNS TO REMAIN U z � W z o . >-- z L FOOTINGS FRAME FLAN z O 0 z SCALE: 4' = I '-0" z z o (� cn LLl �OF NE4,Y C) DEfRfr 0 � q etih ��� � C� PAGE: ° 072 ARO SSIO P 3 �'l VERIFY LENGTH IN FIELD TO GRADE Z N a L O w _12 N IT-0 O � o DECK O N SECTION � Q _ Z z 6-10 T-O W Lu Q F- -RAMP o nmml- o m c� z 2"X 8"ACQ BOX uP o FRAME PLATFORMS; o m 4"X 4" POSTS TO 12 U O FOOTINGS 1 0 0 } O El ❑ N DOWN U� Lu Z [- OUTLINE OF 5TAIR LANDINGS t LANDING = Q p N ❑ ENTRY 5'-O" o 4"X 4" P05 ST 70 U Q O DECK DECK ABOVE CDCD O O ACCESSIBILITY t SPECIFICATIONS 2GAG(EXISTING) AS PER 2010 REVISED ADA 1 UGULATIONS EXIT GRAB BAR B HROOM O HORIZONTAL W 0 HANDICAP ACCESSIBLE VERTICAL Q� EMERGENCY AIARM- COUNTERTOP B07H VISIBLE d AUp(BIF �J O 30GI5 KNEE WALL WITH W O WOOD CAP EXISTING WINDOWS TO EXISTING 3"X 4"STUDS z REMAIN; FRAME ACROSS WINDOWS EXISTING 3 2'X 8" G.J. @ 16" O.C. EXTERIOR WALL O TO ON INTERIOR SIDE, PROVIDE FOAM @ 24" O:. . TO REMAIN ~n BRICK BETWEEN STUDS,T)P. Lu INSULATION t 2' DRYWALL v O NEW TJI 540 1 1 Z" F.J. @ I G" O.C. Q X N � w N NEW GALLERY N N N NEW 2"X 4"STUDS, FLAT, O AGAINST EXISTING EXTERIOR F— WALL ' CDX PLYWOOD ON CEILING JOISTS THROUGHOUT; > _ SEcnoN g' FIRE RATED DRYWALL SEc70N A TO FINISH SIDE R-30 INSULATION A 21'-4" U FRAME DETAIL EXISTING DOORS PAGE 6 WINDOWS TO REMAIN z [\ WALL LEGEND: �0 co EXISTING 5TRUCTUUTO o REMAIN 7 - 1, 1 , t—i W m D 2"X 4" STUDS, FLAT TO EXISTING � EXTERIOR WALL @ I G"O.C.; Q BOAR ON INTERIOR 2 GYPSUM EXISTING ENTRY L STEPS REMAINING U O >- 4 I EXISTING ROOF 4 , l 2"X 4" @ I G" O.C.STUD z U STRUCTURE FRAME INTERIOR PARTITIONS; Q z 2° GYPSUM BOARD ON EACH SIDE; USE MOISTURE RESISTANT ff nn _OUTLINE OF EXISTING BOARD IN BATHROOM V a ROOF; ROOF TO REMAIN (n cn W 0 PORCH OF NEW,,, PAS . D E fR °p�r f I K5T FLOOK PLAN * A . r J u SCALE: = I -O m w 4 by 4, PAGE: 0 7 25 °F 4 D E (I) SECTION � � N m/ N O O N � -4 I lL LANDING STAI K DETAILLu z -� Lu � PAGE`.7 � � Q } In cn o m O _ z ENTRY m '14— DOS DECK AT m SZ/ oC LANDING U 1-4-NTKY DO N EXIT 28 � pQ � N 0 PITCHED �j Z O z ED O O J O I L.L 11J OI I I EX15TING 3"X 4"STUDS J z @ I G" O.C. EXTERIOR WALL J TO REMAIN Q ` BRICK BETWEEN STUDS,TYP. f n I I O EX15TiNG ATT1C I W Q N I U o' ° C) NEW 2"X G" C.T. SECTION SECTION Q A N I I I A U a- PITCHED PITCHED O WALL LEGEND: _ EXISTING EXTERIOR STRUCTURE TO REMAIN EXISTING PAIRWLNDOVVS TO REMAIN; EACH R.O. 2'-I 4'-G" 22'-4" z OUTLINE OF EXISTING QD PORCH ROOF BELOW Lu _ TO REMAIN J � Q U O Q U z SECOND FLOOK PLAN z Q 0 SCALE: �" = I '-O" W C) OF NEW y DEER �F 0�, _�7 -,I I * w PAGE: O �° 07 5 N I O O O U Z V p N tu 12 iti w NEW GROSS TIES 71 EXISTING EXTERIOR SHELL TO REMAIN z NEW TJI 540 1 1 8" F.J. @ I G" O.C. . . ��0� _ w w SITTING ON LEDGER,TECO TO �+ ° 2"X 1 2" BLOCKING BOLTED P N TO IXISTING STRUCTURE BLOCKING .. ,:..,,:.,.; .. .:.... ; . BETWEEN NEW F.J. ATTIC STORAGE o p � t EXISTING 3"X 4"STUDS NEW 3 CD PLYWOOD @ I G" O.C.TO RAFTER z SUBFLOO (;WED *SCREWED- PLATE p EXISTING RIM BOARD WITH 5 • : a � v � NEW FINIS E FLOOR ABOVE N +, '? IXISTING 3 X 4 STUDS R 30 INSULATION NIZ LEDGERLOK SCREWS @ I6 O.C. . @ I G" O.C. EXTERIOR WALL 2"X 4"STU D BOLTED TH RU U O r. TO REMAIN o NEW TJI 540 1 1 8" F.J. @ I G" O.C=- EXISTING 3 I" -' ---------_ 2 X 8 C.J.0 TO REMAIN EXISTING RIM BOARD WITH 5 oC } BRICK BETWEEN STUDS,TYP. - "LEDGERLOK"SCREWS @ )G"O.C. O N @ N ?" CDX PLYWOOD SHEATHING, j 2"X 4"STUDS, FLAT TO EXISTING .�' � EXTERIOR WALL 16 O.C.; a °' , HANG NEW JOISTS WITH GLUED O UNDERSIDE EXISTING 4"X 8" RIM = p o N 2" FOAM INSULATION 2' GYPSUM SIMPSON IUS/IUT/MIU SERIES OF JOI TED DRYWALL CONTINUOUS AROUND = Q -� BOARD ON INTERIOR FRAME DETAIL CONNECTOR / TO FINI ED SID OO O 8 NEW 2"X 4"STUDS, FLA U z ►z- O AGAINST EXISTING DOTE EW GALLS = EXISTING 3"X 4"STUDS w Q O O WALL o @ I G" O.C. EXTERIOR WALL ID � N — TO REMAIN o / o BRICK BETWEEN STUDS,TYP. FRAME DETAIL CKNEE W AP ROU D COUONDTER, F1 LAI` SUBFLOOR NOT TO SCALE TO RE AIN Lu J J Q z O EXISTING FOUNDATION WALLS, FOOTING, FRAME, GIRDER 4 I W O COLUMNS TO REMAIN O 0 oFL . . 0 U0 BUILDING SECTION "All ni 4"o ROOF VENT SCALE: 11, — I'-O" O ROOF `} r V J 4 L CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING 5EVERE FRO5T LINE DEPTH TERMITE MODERATE TO HEAVY DECAY 5LIGHT TO MODERATE WINTER DE51GN TEMP. 1 1 ICE 5HIELD UNDER- A5 PER MANUFACTURER'S --------- -- LAYMENT REQUIRED SPECIFICATIONS/STATE CODE z FLOOD HAZARDS BATH I REMODELED 13 DESIGN LOAD CALCULATIONS Ln F.A.i. I' ' z 1 114 1 12 [� w.c. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ib5f) J ch EXTERIOR BALCONIES GO <p FIRST FLOOR DECKS 40 c� • 114 3 ATTICS WITHOUT STORAGE 30 Z �c C.O.I a To suPFOE�couNlr p oCPf.oFNEALT7, ATTICS WITH STORAGE 40 v 4'C.I. snNITArYSsi5TLMM. ROOMS(OTHEKTHAN SLEEPING ROOMS) 40 Z O HOU5E BASEMENT TRAP SLEEPING ROOMS 30 Q z z z CRITERIA FOR CALCULATION OF DEAD LOAD SLOPE" 1/4"PER FOOT PITCH TO ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. — D DRAIN ARCHITECTURAL GRAPHIC STANDARDS W SNOW C) PLUMBING RISER DIAGRAM GROUND SNOW LO D 45 Ibs. Y NOT TO SCALE SEISMIC o DESIGN CATEGO n w PAGE: WIND WIND SPEED O �. 1 20 m h EXPOSURE CATEGOR O,cF7IZSjP� B 4"X 4" NEWEL POST HANDRAIL DETAIL N N (r) p i) 4" Z LU LU M O Z � p LU N CV 2"X 8"ACQ.LEDGER BOLTED TO EXISTING FRAME WITH 5" DECKBOARDS 4""LEDGERLOK" 6 SCREWS @ 1 "O.C.; N HANG D.J. FROM LEDGER WITH UPPER DECK IX - z SIMPSON LU28 CONNECTOR Q LU 4"X 4"POST W1 2"X 2" ` FUN HANDRAIL ALUSTERS CAP RAIL EXISTING ATTIC FLOOR 511 2 . 4 6 DECKING o z 1 h 2DJ 6A OC I"X 1 O" RIM BOARD ,��'�� 2x2 BALUSTER CONTINUOUSLYAROUND 14 CD BALUSTER BASE C� p 2- 2"X 1 O"ACQ GIRDERTHRU °L } N BOLT W1 2- Y2' CARKAGE BOLTS STAIR-RED O z� TYPICAL ALL POST LOCATIONS STA I R DETAIL o , = p N S Q � 4"X 4"ACQ POSTS CLOSED RISE O O U N.T.S. U z � o w Q O O - PR V. H2.5AZ EXISTING FIRST FLOOR 51 DEGKIN CO ECTOR HANDRAIL DETAIL 2"x8" CQ DJ I "O 2- 2"X I O" ACQ GIRDERTHRU }. BOLT W1 2- Y2"'CARRAGE.BOLTS N.T.5. _bf N TYPICAL ALL POST LOCATIONS W G ___._I RADE J SIMPSON ABU44 d CONNECTOR MT) N 1 2"SONOTUBE W1 POURED z O CONCRETE FOOTING F- 1= 2'-0"X 2'-0"X I'-O"d. LU j (TYPICAL ALL EOOTIINGS) O z O � n J O DECK SECTION _ ° SCALE: 4' = I '-o" S WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS, tJ5E TtiE FOI LOWING METAL CONNECTORS OR APPROVED EOUAL5 FOR PROPER WIND RF51'TANT CONSTRUCTION.FOLLOW MANUFACTURE'5 RECOMMENDED W5TAtt AT"tN97RUCTKMI5TO ACMFVE MAVIMLIM tTttFT LOAD CAPACfTY. j ,] 4•MA%. �J 4•MA%. Y DIA MAXIMUM 4._MAWUNI POST GIRDER,HEADH( � T E I 1 P05lJCOWMN _ 12 fLLLULE CONCRETE FGOT"IG !D DECK POST FrG.CONNECTION DECK PORCH NOTES• DECK/PORCH RAILING OCATIO USP MMBR DKCRIP ON APPUCAnON STAIP.RAILING POST-TO-GLRDFRMFADFR CONNFC ION �� Mµ I). Unless otherwise noted,all framing material to be#I ACQ pressure treated lumber. USE MIN.(2)5/8•DIA.GALV.BOLTS WITH WASHERS AND NUTS 1-12•SPACE All fasteners, hangers and anchors to be galvinized or stainless steel. MIMMUM , ` 2)_Girders for deck Joists to be bolted or anchored to each post or per with washers and nuts. HANDRNI.`i v Girders on concrete peers shall be anchored with proper steel connectors anchored G r Into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. POST GIRDERM FADfit_Ae 3). Posts supporting girders shall be anchored to a 12"x l 2'Ix 1 2"thick concrete footing. Cep Use a minimum 412"rha x 7"long anchor bolt With washers and nuts.Footings Shaff S J5T#S RMDFLKJOBr RMvoDDMN c c'EE111, -- ci OPEN EAWST1 ATTACH ED TO WALL - z60 4). DeCk J015t5 to have blocking at 810 o.c.. HANDRAIL CONNECTION a W ALLHANDRAILS BNALLBECCWNJOD5TNEMLLLHJ(Tilt POST-TO-DECK CONNECTION HFADEWGIRDEP TO-F05TOONNECTION y OFmESTAIRS.HJUJOGPJPPDPT"Jfl OFALLHANDRNIL 1LOCALON1 USP M m 5).A minimum of 10 inch flashing shall be installed between the building and ledger. SHALLNDTBELnsTHAN 1-114•NORMORE-2-11N USEMIN.m Irr DIA.GALV.BOLTS Wn WA511ERs AM MTs CROSS SFLIIONAL DRAD610IJ,OR THE 5HAPE SHALL Ledger to be fastened to building with 112"dia.bolts with washers and nuts PROVDEANEQUIVA£NTGRPPINGSURFALE GIRDERRIEADERTOPOST/OOLUMNCONNECNON " Q FW511ING TUCICEp UNDER • _ above PIEC£OF SIOIM AMI �y G).Concrete piers stmall be'a-minium m G"'above grade. APPED OVER FRS-�N N / L cIRD[RiHEnnDc PIECE OF SIDING BELON UNDISTURBED SOIL 7). All Joists to be supported with hangers and anchors.Each Joist shall also be anchored 12-o 13a75W/WASHERS IAYFLAS IC13— IRECLYON V to Irder(s). CONNECTED TO B DG.®IG'OC UMISNRB®Solt ORGANICS RDAOVED) LEVEL BASE 9 STAIR TR AD LT LEASE C ON NBEAM PWMB PmWOW.- L -- BRACE TUBE _ _ -_ fill AS pHtMANNEPLR)f13'iNSiRUCIiDIY'i RM BOARD MOOR F ING Z JOISTS - III=III=11= NAILINGSCHEDULE B�ER w." IT`allI� iIIr14 U li w.i' BLOLAG 50LO J015T HMGM 11 O JOINT DESCRIPriON #1 NOTES POST-TO-GIRDER/HEADERCONNECTION ACBOLS \\—/1 NAIL NAIL LOCH N USP MMBHC UC�CKIYIION APPU nON RIM JOIST/B CITY. SPACING °mu a DISTURBED/FLOOR SOIL Q JOIST TO: PER TOE STRINGER TODECK/PORCHCONNECTION DQUN xe AY4G• AEROFCRUSHEOSONEOR (n 4-8d COMMON °M " "AIre DECKIPORCH LEDGER CONNECTION G A SILL,TOP PLATE OR GIRDER JOIST NAIL IfVaANDCBA5C BYHAND LL1 LAY PLASTIC BASE ON CtY.t PACT®GRAVd FIT BASE BRIDGING EACH TOE aRAcTeccT�A DR""� TO JOIST 2-8d COMMON END NAIL ALLA5 PH MAMFACm RE5'IN5 RUGTI05 BLOCKING EACH TOE MOM n=1.=,_- TO JOIST 2-8d COMMON END NAIL =1i1=1u=11�1i1=uI-1Ti=nl=m=m=o ff NEW y BLOCKING TO: EACH TOE WOO C,rJ_ �EER O� 3- i Gd COMMON WOOD OB- asT BLOONNG CONC.PIER FOOT NG SILL OR TOP PLATE BLOCK NAIL SE �p F' BIG or To stsrl�ns Ioon w M Rni LEDGER STRIP EACH FACE GIRDER/IIEMD. IN ACCORDANCE WITH CTION104.11OPNY5.Kmumi.oammsDeS" * Q VG 3- I Gd COMMON WOOD 106T WOOD GIRDER cDM11-1-1-1NTErTT 1-00MAND—MATDuxDrrEc®B TO BEAM JOIST NAIL GIRDER NFADH ATLAS- EFQUIVALFM IN DU RABILI AND EH EC V@Y SOFT AT a/ {3 / JOIST ON LEDGER PER TOE mernvsloNOPcoDE£NFORcenEN ANDnnMINBRArosBNDSmisPRowc M' Lei ACCEPTABLE FOR U5E IN N.Y.5.BASED UPON ICED EVlWIATION SERVICE RBYJRi 3-8d COMMON FLUSH JOISTS WITH HEADER�IRDER M-545S AND SUBJECT TD THEmMWON5 mERHN ILL)TO BEAM JOIST NAIL SPLICED JOISTS OVER HEADER/GIRDER _ 2 ALL JOISTS CONNFCTF➢rOAFLUSn nFgpgt TO Br SUPPOIRim9J wNn SPLICED JOISTS OVER HEADERJGIRDFR PROVIo[BLOCKING BErWeEN JDBTs mar ARESPR-®Afu - `w _Er STEEL�NNECTOR 4J BAND JOIST PER END IF ABLE,SET FIR JOISTS APRO%.I4 HIGMERmAN LV HffADHS OCA ON SP MM O' OP RIP11 N APPUCA ON U5[W" RTIO DOWN AN OR5 /� TO JOIST 3- I Gd COMMON JOIST NAIL_ TO ALLOW FOR SHRINKA<,E W` BAND JOIST TO: 2- 1 Gd COMMON PER TOE NAIL SOJ�`Y��y SILL OR TOP PLATE FOOT 7 z O z z :� C) N Q O ,a DECK O N 2 secrioN PROVIDE G"POURED CONCRETE 0 °O z N � PAD UNDER STAIR STRINGERS - _ VERIFY LOCATION IN FIELD N u < ` O 1 2"SONOTU13E W/POURED 4"X 4"ACQ POST ON N CONCRETE FOOTING 411 T o' 1 2"SONOTU13E W/POURED Ln z 2'-0" O X I'-O"d.; CONCRETE FOOTING Lu J Lu DEAR 3'-0"BELOW GRADE 3'_6., 3'a' 6 6„ 2'-0" 0 X P-O"d.;(TYPICAL ALL FOOTINGS DEAR 3'-0" BELOW GRADE a UNDER POSTS FROM ABOVE) 6'a" (TYPICAL ALL FOOTINGS) �C- 2"X 1 O' 0) ACQ l O ACQ GIRDER o \ p J ro uO b �L V x Z! >1 c N ` \ :N O Lu z C Q � C L Qclz J _ N N O O 3'-1" 3-5" 2'-3 1/2" 4'-5 N 6 m U z n 4" m 0 C - 3 I/2" uj 0-I�" 2"X 8"AGQ LEDGER BOLTED TO EXISTING FOUNDATION W/5" "LEDGERLOK'SCREWS @ I G"O.G.; LU HANG D.J. FROM LEDGER WITH J -91 PSON LU28 CONNECTOR --� rQ V � z O W Q U O z O � L w J O U o EXISTING FOUNDATION WALLS, FOOTING, FRAME, GIRDER COLUMNS TO KEMAIN rOnn UJ U E z � MAY - 92012 W Z BLDG.DEPT. n TOWN OF SOLITHOI.D U � FOOTINGS FOAM E - PLAN OF NFw z U z SCALE: 4' = r-O" ' " ! (s) cn w U W r`u::3-.� Z 0 7,2 502 C� OFFSS mA PAGE: --) Osa 3 z O 4"X 4" NEWEL POST HANDRAIL DETAIL LU U Z N in 4" Q Z w O LL O ~ N M O 2 LL (- C L N C 2"X 8"ACQ LEDGER B wOLTED TO EXISTING FRAME WITH 5" DECKBOARDS O "LEDGERLOK"SCREWS @ 1 G" O.C.; N 4" CAI HANG D.J. FROM LEDGER WITH L17 U SIMPSON LU28 CONNECTOR UPPER DECK - LU z UJ II " II C u 4 X 4 POST W/ 2 X 2II Co RUN BALUSTERS 4�CAP RAIL m HANDRAIL Fz ISTING ATTIC FLOOR 4" G" DECKING ^ 2" U' 2"l ACQ z DJ I G"OC _I"X 10" KI M BOARD CONTINUOUSLY AROUND ��0 2x2 BALUSTER ti 2- 2"X 10"ACQ GIRDER THRU BALUSTER BASE� � BOLT W/2- %"CARKAGE BOLTS 0 w c TYPICAL ALL POST LOCATIONS STAIR TRED to z STAIR DETAIL T_ p c o 4 X 4.I ACQ POSTS = Q J N.T.S. OPEN RISE STRINGER O O u z D C PR QV. H2.5AZ m O C (STING FIRST FLOORR a"xG" DECKIN CO ECTOR 211l ACQ DJ I 11 O 2- 2"X 10"ACQ GI RIDER TH RU M A N D RA I L D ETA I L BOLT W/2- %2"CARRAGE BOLTS }- N TYPICAL ALL POST LOCATIONS N.T.S. �/ LU GRADE "J J SIMPSON A13U44 ° CONNECTOR(fYP) r n m 1 2"SONOTU13E W/POURED \J z CONCRETE FOOTING O 2'-0"0 X 1'-O"d. U-j (TYPICAL ALL FOOTINGS) W > O Ev LU w (f) DECK SECTION Q U_ a_ SCALE: 4iI = i I_OII WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING METAL CONNECTrOK5 OR APPROVED EQUALS FOR PROPER WIND RESISTANT ODNSTRUCfION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPUFT LOAD CAPACITY. O 4•MA 4'MA%. Y 0V MAGNUM W qM.MAXIMUM �. P05T GIROERRIFAOFR L 3 FOSVOOLUMN z 2k1r FOOT OT F cONCR[TE ING - fill I DECK POST FTG.CONNECTION DECK PORCH NOTES: DEGJPORCHRAIHNG STAIR RAILING POST-TO-GI P.DERtFIEADFR CONNECTION I).Unless otherwise noted,all framing material to be N 1 ACQ pressure treated lumber. USE MIN.(2)5/8"DIA.GALV.BOLTS WITH WASHERS AND NUTS All fasteners,hangers and anchors to be galvanized or stainless steel. MINIMUM"E 2).Girders for deck Joists to be bolted or anchored to each post or pier with washers and nuts. "AN—U5 Girders on concrete piers shall be anchored with proper steel connectors anchored GIR z into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. sT GROERmEAOER C9 3).Posts supporting girders shall be anchored to a 12N 1 2"x 1 2"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall BAwsEFs RAVOEcr Olsr o " rosvmwMN mNCRFePE ^ OPEN BAWST ATT EOTOWALL Ll� w z � 4).Deck Joists to have blocking at 60 O.C.. HANDRAIL CONNECITON ALL"ANDRats SHALL BE c NUOu5 THE FLU.Ur" POST-I FCnON OF mE5TA1R5.HAN[K;RIP PORTION OF ALLHANOIW41L5 T0Ilk, ,/r�IRDER-TO-POST."0. ION Fj ry� 5).A minimum of 10 inch flashing shall be Installed between the building and ledger. SHALL NOT BE IP55—I-Im NORMORE MAN 2"IN USE MIN.0 Ur OIA GALV.BOLM WIH WASHERS AND NITS T- LISP wMBER DESGPJPTION U `•/ c"oss sEcrroraL rnMENSION,ozmE SHAPE SHAW tom- Ledger to be fastened to budding with I/2"dia.bolts with washers and nuts PROVIOEANfIlUNA!£MGRIPPING5URFALE GIRDERmEADeRTOPosnca.unnNcoNNecnoN I��N� P. Q r_nJ rvsrtlNc rucrto uNOFR V J - TOP PIECE OF SIDING AND C).Concrete piers shall be a minimum G"above grade. IA"1M`OvM""5TCONBN. GIRDERIIFMER RFLE OF SIDING BEIDN UNDISTURBED 501L 7).All Joists to be supported with hangers and anchors.Each Jost shall also be anchored Ur Uk1 50ILM W/WASHERS IAr FI TICBASE MR UYON V W NNECTED TO SLDG.®16.OC UNOSTURBED 501L(ORGANICS REMOVm) to girder(s). STIIIRTRFAp LEVEL El FN CONSTAICIION TUBE AIO PURAB POST/GULIIMN _ FILL ASP MMAIFALNR®'11`,5mC ONS t RMt BOARD n FLOOR FRAMING ameT5 NAILING SCHEDULE SMNGFR IIEIiI NE„„III.ILL;III,III-111-III-11 — 41 1 BIDLpNG FOR JOST NANGER n�E 0 F N O W1 FDST-TO-GIRDEWHEADERCONNEGTION � �' r JOINT DESCRIPTION NAIL NAIL NOTES mcAnoN usPwMBER D 'i FPTl APPUCATON RMJ0IST)B. cj� �GJ QTY. SPACING ° EF LO i(1 DISTURBED/POOP 501L S J. D 11 J O 57RINGER TO DECK/PORCH CON NOTION 'O1°O01"" G t��•wrec or cwi5nm SroFf oR ((� JOIST TO: PER TOE � TM"" Q 4-8d COMMON DFCK/PORCH Le°c-EROONNECTION I>vRAND�nPAcrBVNAND > '%' �? SILL,TOP PLATE OR GIRDER JOIST NAIL wrP �BAseoNcoMPAtEncRAva �} O W BRIDGING EACH TOE - BRACOa CON "E"�P ""B 1Tt t';i Q 2-8d COMMON FILL AS I'm MANUFA URS'INSTWGTION" z - TO JOIST END NAIL 5 " BLOCKING EACH TOE -I-u-e II,- u= 2-8clCOMMON -- - -- TO JOIST END NAIL =.u1II nIII Ili-..III.Iii=)n=in-ll "�alb` (V BLOCKING TO: EACH TOE Woo IFT p� 0�250 C, SILL 3- ICdCOMMON wvoDmSr ro5T BpYNG CONIC"PIERFODnNG SILL OR TOP PLATE BLOCK NAIL BR,TOOT5YSTD.ISFOOTINGFORM NP LEDGERSTRIP EACH FACE GIRDERIFtEAOER IN ACQ�RDANCE WIRt 5ECNON 104.11 OF N.Y.S.RESID AL 000E 5pE5IGN 3- I Gd COMMON COMPUS WIRt mEIN1EM OF THE C-DE ANO mE MAIERinL OFFERID6 4} TO BEAM JOIST NAIL WDOD OBT GIRDER EAOER WOOD GIRDER �J AT EA rmE EW IVALEM IN OURABIIM AND EFFECTVENS5 OF THAT PRESCA510 IN mE CODE. F\ PAGE: JOIST ON LEDGER PER 70E COM EDUPOA"MINsmA ATUNwsMPRow \\`V\ 3-8d GOMMON Ell EBASEITIO-ICE-NAWATR NSERV CE R�OR FLUSH JOISTS WITH HEADER/GIRDER ER.5495 am wBla;r TO mE CONDITroNS mEREIN. TO BEAM JOIST NAIL SPLICED.101575 OVER HEADEPJGIRDER ALL JOBTS 0ONNE-L'TEOTOAR ELCODERTO BE SUPPOIRT[DWIM SPLICED JOISTS OVER HEADER/GIRDERFI- PROVIOeBmeRING BEIW¢NJO515m TARe SPICED ANO BAND JOIST PER END iFAB lLLs[TmRm EE15PEPPROX 4-HIGHEK� NLVL"tEADER� owFOR LOCATION LISP wMbEI' uLSt,wPTION PPPLICATION USE WN"Ril01YDOWN ANCHORS TO JOIST 3- I Cd COMMON JOIST NAIL TOAUs"RtN E. as.ToasaARAox BAND JOIST TO: 2- I Gd COMMON PER TOE NAIL SILL OR TOP FIATE FOOT 7 z O N z z � 0 N 6 ►= IL L.l O LL DECK O O N SECTION PROVIDE G"POURED CONCRETE U- 00 N ' PAD UNDER STAIR STRINGERS - VERIFY LOCATION IN FIELD N w O 1 2"SONOTUBE W/POURED 4"X 4"ACQ POST ON N CONCRETE FOOTING 4„ T ro 1 2"SONOTUBE W/POURED in z 2'-0"0 X P-0"d.; CONCRETE FOOTING L w BEAR 3'-0"BELOW GRADE 3'-c" 3'-a' 6 6„ 2'-O"O X I'-O"d.; a U Q (TYPICAL ALL FOOTINGS BEAR 3'-0" BELOW GRADE p � p a UNDER POSTS FROM ABOVE) 0-'a' (TYPICAL ALL FOOTINGS) 1 �O\ :�,2- 2"X I-or 1 C9 ACQ GIRDIER (30 o p J_ (10 K1 � � 1 O N \ uj N 1 1 \ 1 = Q o F- O O N 3-1" 3'-5" 2'-3 1/2" 4'-5 N 4'-3 N in 4" - 3 I/2" m 2"X 8"ACQ I EDGER BOLTED r^, TO EXISTING FOUNDATION W/5" hl "I EDGERLOK'SCREWS @ I G"O.C.;, Lu HANG D.J. FROM LEDGER WITH J SIMPSON LU28 CONNECTOR rQ V � z O W_ Q Uz z Ov w 1 o Un- o EXISTING FOUNDATION WALLS, FOOTING, FRAIME,GIRDER t COLUMNS TO REMAIN VI Ln Qo U z � w z o � . U } FOOTINGS t- fN/ \ PLAN z z SCALE: 4' = I'-O" z z o 4 E.OF o Q a _ � SSIONP� PAGE: 3 Z O N_ 4"X 4" NEWEL POST HANDRAIL DETAIL > O Z_ N N V/ C) — d in 4^ Z W M 0 O O O Z IL Z - 2"X 8"ACQ LEDGER BOLTED w (0 CV a N TO EXISTING FRAME WITH 5" — "LEDGERLOK"SCREWS @ i 6" O.C.; DECKBOARDS O N 4" CV HANG D.J. FROM LEDGER WITH L UPPER DECK z SIMPSON LU28 CONNECTOR U Q LU 4"X 4"POST W1 2"X 2" = I'-a' a n I D a ID I ALUSTERS t-CAP RAIL m 0) RUN HANDRAIL ISTING ATTIC FLOOR 4' G" DECKING ^ z" U' 2"x8"ACQ z DJ 16"OG I"X 1 O" KI M BOARD �� m C, J CONTINUOUSLY AROUND ���' 2x2 BALUSTER1-1 j �~ m 2- 2"X 1 O"ACQ GIRDER THRU ° BALUSTER BASE U OO BOLT W/2- %"CARRAGE BOLTS TYPICAL ALL POST LOCATIONS O l C. STAIR D ETA I L STAIR TRED z r NJ 4 X 4 ACQ POSTS = Q c OPEN RISE STRINGER O O N.T.S. _ z PR V H2.5AZ � � O C ISTING FIRST FLOOR sl CO ECTOR _.— 4'xG" DECKIN HANDRAIL DETAIL 2"x8" CQ DJ I " O 2- 2"X I O"ACQ GIRDER THRU in BOLT W/2- Iz"CARRAGE BOLTS }- N TYPICAL ALL POST LOCATIONS N.T.S. LU GRADE 'J _-_I SIMPSON ABU44 ° CONNECTOR MT) r n m 1 2"SONOTUBE W/POURED \J CONCRETE FOOTING O 2'-0" 0 X I'-O"cl. Q (TYPICAL ALL FOOTINGS) W > Fj O 0 0 U Q w DECK SECTION Q SCALE: 4" = I'-oil WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R/ U5E THE FOLLOWING METAL CONNECT(DR5 OR APPROVED EQUALS FOR PROPER WIND RESISTANT INSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPUFT LOAD CAPACITY. O 'P MA 4'MM. ^�//1 ' 4•DIA MAXIMUM V / 4•pIA"A%MUM �� POST GIRDER.t1EADER rO5-V=UMN a 12k1 - f IMmNCREie FOCI wo?wG - DECK PO5T FTG.CONNECTION DECK PORCH NOTES: DECKlfORGHRALING IM _ ' STAIR RAILING , POST-TO-GIRDER/tIEADER CONNECTION ITIM 1).Unless otherwise noted,all framing material to be#I ACQ pressure treated lumber. USE MIN.(2)5/5'DIA.GALV.BOLTS WTH WASHERS AND NUTS All fasteners,hangers and anchors to be 3alvinized or stainless steel. MINNUM 2).Girders for deck Joists to be bolted or anchored to each post or Filer with washers and nuts. HANDRA11s Girders on concrete piers shall be anchored with proper steel connectors anchored O" Into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. roar �• ((� MKDERMFADER 3).Posts supporting girders shall be anchored to a 12"x 12"x 1 2"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall f Twos ERs RAVDECKJDIST PoSVCvu MN c°'+cRErePir OPEN BAD)smR ATFAotEDTOWALL _ z L 4).Deck Joists to have blocking at 8'0 O.C.. HANDRAIL CONNECTION " W 1 ALLIIANDRAILS SHALL BE 00NnNuous T ERILL It1+�Ttt POST-TO-DECK CONNECTION HEADFWIRDER-TO-P05T CONNECTION f OF THE 5TAIR5.HMN MF PORTION OF ALL HAND 11-5 J ,SPA 5).A minimum of 10 inch flashing shall be installed between the building and ledger. S ALLNOTBE1E.s5—1-V4•NORMORE-2-11" USE MIN.(PJ 12 DA GALV.BOL5WR WA5HR6 ANDW S OCA?IU U5P N1,I+;R DE'x kll'IION APPUCAT ON "^I CRO555FLL1ONAL DMENSION,OR IHE SHAP[SnALL. (n Z- Ledger to be fastened to building with I/2"dia.bolts with washers and nuts PROVDEANRUNAEMGRPRNG9URFPLE GIRDERmEADERTOPosTcauMNcoNHrCTION FIA�HINGNCKPD UNDER � • 6).Concrete Filers shall be a minimum 6"above g lop Piwt Or sIIXNG ANDrade. IAPPEDOVRLFIRSTGONBN. >— Z L GIRMI,MPpDER R�.E A'S1pING BELDN UNDISTURBED SOIL O 7).All oats to be 5u orted with hancjers and anchors.Each Joist shall also be anchored 1/E•DIALAGBOLTSW/WA Em LA PwsnoBASEmREaLYON U O r J PFi 9 UNDI5TURBEDSOIL(ORGA IifMOVW) �NYlECIEp TO BLpG.®16'a LP/fl BCE t0 glyder(5). STAIRTREAD FR GONSTRDCIION NBE AIm PLUMB -- POST/DLUMN BRPLT TUBE ` V RM BOARD I. n - FILL AS PH(MAMJFALTUR6'IN5IRUCDON9 < Z FIOOR FRAMING NAILING SCHEDULE �JoSM Wiling - -- 11�pr Z —5TR),IGER =,LIE,,,111-1 M.III;III-III-111,JII-III=11 BUJCNNG FOR JOLST HArJGR[ r I 1 O P05T-TO-GIRDER/HEADER ODNNEC I NJ IAc BOLTS v JOINT DESCRIPTION NAI L NAIL NOTES ncnnDN usP wMBER D scwP ION APP CAT ON RM J05T,B. p`S E OF NF QTY. SPACING * ES DF �� DISTURBED/POOR SOIL JOIST TO: PER TOE STRINGER To DECK/FORCH CONNECTION ,�a^ uY 4 s•uracoF cRusn®sToi€oR 4-8d COMMON DECK/PORCH LEDGER CONNECTION Gw EL SILL,TOP PLATE OR GIRDER JOIST NAIL ca4PAcr BYnnao n (OO L I LAY PIlSnG BtSE ON COMPK:IED GFAVB ��l �"/ �� W BRIDGING EACH TOE B o�McnoNTBeEumnuMa M n Q 2-8d COMMON RUASPO MANUFALUP6'INSTRUGIIONS m TO JOIST END NAIL - - — BLOCKING 2-8d COMMON EACH TOE -,o m=,nI-III-1irIILIT'1IL='IITwII TO JOIST END NAIL ---u BLOCKING TO: EACH TOE N O0°�T SILL OR TOP PLATE 3- I Gd COMMON BLOCK NAIL wooDJDST 05T BD 0 G pO 5 CONC.PIER POOl1NG O �2 BIGFOOT SYSTD.IS IVOTIIG FORM (� LEDGER STRIP EACH FACE GIRDER"iFMER -0 IN ACCORDANCE Wr 5PLLKHJ 10,1.11 OF N.Y.S.RESIDENBAL OOM THIS DESIGN TO BEAM 3- I Gd COMMON JOIST NAIL oD DST GRDERAIeADER WDOD GIRDER -0 OZiM �F ryp p� ANDE EcmeNB50F to !+PRc,cwBEo w WOO— JOIST PAGE: ON LEDGER PER TOE ACCVrTvroNORU5EINNro.IWiMDUMNIM RATwION5EK REPMuc 3-8d COMMON FLUSH Jaws unm HEADER/GIROER ACCEPTABLE FOR USE IN N.YS.BASPD UPON ICW F/AUTATXJN SERVICE REPORT TO BEAM JOIST NAIL SPLICED JOISTS OVER HEADER/GIRDER ER-s455 Arm 5U&Fcr ro T EmNDmoNs mEPEIN ALL JOISTS CONNECTE PRO D TO APLU511 n PA N-R.E5UPFOPRED WIRi SPLICED JOISTS OVER HEADERIGIRDER PROVIDE BLOCKING BCR4QH J05T5 n1AT PRESPICED AND BAND JOIST PER END mEBMARSX.R/4'NNECTOR. "PBL�SEf RR JOISTS APROX.I/4•HIGHERTFIAN LVLHEADERS 1DCAlKJN LISP MIMBE pESCRIPTNJN MPLICATION USE WITn RFIO TYppWN ANCftORS TO JOIST 3- 16d COMMON JOIST NAIL TO Au 10RsnwNKAGE BAND JOIST TO: 2- 1 Gd COMMON PER TOE NAIL SILL OR TOP PLATE FOOT 1 7 z O z I— H O a O N Z O DECK O � sEcrloN PROVIDE GilPOURED CONCRETE tL N C PAD UNDER STAIR STRINGERS - 9 Q _ - VERIFY LOCATION IN FIELD N O 1 2"SONOTUBE W/POURED 4"X 4"ACQ POST ON N CONCRETE FOOTING 4. T-.a' 1 2"SONOTUBE W/POURED z 2'-0"O X P-0"d.; CONCRETE FOOTING w W BEAR 3'-0" BELOW GRADE a'-6, a'° 0 6„ 2'-0" 0 X I'-O"d.; Q(TYPICAL ALL FOOTINGS BEAR 3'-0" BELOW GRADE p T) o d UNDER POSTS FROM ABOVE) 6'`a' (TYPICAL ALL FOOTINGS) �- 2"X 1 O" ACQ GIRDER coo z 0 J Q O x 0 (V N - O_ lu Z C 1 \ 1 Nm =W O 3'-5" A'-3 I/2" �0 / 4 pz 4" 3I/2\ t OpOj CCC 2"X 8"ACQ LEDGER BOLTED TO EXISTING FOUNDATION W/5" "LEDGERLOK'SCREWS @ I G"O.C.„ Lu HANG D.J. FROM LEDGER WITH SIMPSON LU28 CONNECTOR fQ V � z O uj Q U ° z O � w J O U0 EXISTING FOUNNDATION WALLS, FOOTING, FRAME, GIRDER 4 O COLUMNS TO REMAIN ,,^^ vl Ln Z U z � W z p � . �-- z U O fOOTI NG5 (f FRAME PLAN Q U z SCALE: 4' = I'-O" z z o 0 s SE OF N cn o Fey W n N cc ApF 0;'250L FSSIONPN- PAGE: t � 3 z O N 4"X 4" NEWEL POST HANDRAIL DETAIL O Z N MAX p 0 � N 2 1L F- U Z N 2"X 8"ACQ LEDGER BOLTED a N lu Q TO EXISTING FRAME WITH 5" "LEDGERLOK"SCREWS @ 1 G" O.C.; DECKBOARDS O N 4" HANG D.J. FROM LEDGER WITH L UPPER DECK z SIMPSON LU28 CONNECTOR 113 Q� 4 X4 POSTW/ 2 X2 ALUSTERS �CAP RAIL m RUN HANDRAIL m� (STING ATTIC FLOOR sR _.- 4 G' DECKING O 2"x8"ACQ ° z DJ I G" OG 1"X I O" RIM BOARD �� m C) CONTINUOUSLY AROUND ���' 2x2 BALUSTER h� m 2- 2"X I O"ACQ GIRDER THRU ° BALUSTER BASE U cz OO BOLT W/2- %" CARRAGE BOLTS — O c TYPICAL ALL P05T LOCATIONS STAIR TEED cn z r �'L 4"X 4"ACQ POSTS STAIR DETAIL = Q o N.T.S. OPEN RISE STRINGER O O LU PR V H2.5AZ O C ISTING FIRST FLOOR a"xG" DECKIN CO NECTOR . 2"x8 ACQ DJ I "0!— 2- 2"X 1 O"ACQ GIRDER THRU HANDRAIL D ETAI L BOLT W/ 2- %" CARRIAGE BOLTS �-- N TYPICAL ALL POST LOCATIONS N.T.S. LU GRADE � \ SIMPSON ABU44 q CONNECTOR C") rr�nn m 1 2"SONOTUBE W/POURED V z CONCRETE FOOTING O_ 2'-0"0 X I'-0"d. F- (M'ICAL ALL FOOTINGS) W O 0 0 vl � w n DECK SECTION Q o U � SCALE: 41 = I '-o° WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS p/ U5E THE FOLLOWING METAL CONNECTOMS OR APPROVED EQUALS FOR PROPER WAND RESISTANT OCIN57RUCTION.FOLLOW MANUFACTURES RECOMMENDED INSTALLATION IN5TRUCTION5 TO ACHIEVE MAXIMUM UPUFT LOAD CAPACITY. O 4'M.. � 4 DIA.MATNUM r'1 N DIA_IAMNUM ��. P05T GIRDERNFADER —d CD PpSgGOU)MN a 121I � CONCRETE M FoMarlNc DECK POST FTG.CONNECTION DECK PORCH NOTES: DECrJNRGHRAnNG STAIR RAILING PO5T-1 NNECTION I).Unless otherwise noted,all framing material to be#I ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. MINA MP04° USE MIN.(2)5/8"DIA.GALV.VOLTS VOTH WASHERS AND NUTS 2).Girders for deck Joists to be bolted or anchored to each post or pier with washers and nuts. NAN-5 Girders on concrete piers shall be anchored with proper steel connectors anchored j WR°E into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. PQBr �- GIRDER,LIEADER 3).Posts supporting girders shall be anchored to a 12"x 1 2N 1 2"thick concrete footing. ( n Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings ShallLo D5 ER5 ADC O5T PosgmwMN �" R r+/ v OPEN IN—STER ATTK MTO WALL _ _ W Z Q9 4).Deck Joists to have blocking at 60 O.C.. HANDRAIL CONNECTION l aLL nANDRats snALL BE coNBNvous mE ruu Iac:m P05T_TO-DECK CONNECTION tIEADER/GIRDFR-TO-P05T CONNECTION OF mESTAIRS.HANDGRIP PORION OP ALLHIWDRNUS J M 5).A minimum of 10 Inch flashing shall be Installed between the building and ledger. SHALLNOTBEU--1-I/4'NORMOUTIAN2'11N USEMIN.(2)I/0VU, ALV.BOLT5WIRIWA5N6 ANVNUM O ATIUN LISP NIML+LK DE GGI'iION PPP KATIDN "! Ledger to be fastened to budding with 12"dia.bolts with washers and nuts amsssa roNA ONENSON,oRmEsnAPEsnAn ��� C9 FROv1DE AN-1—NT GRIPPING 51—F E GIRDE"fADER TO POST/COLUMN CONNECTION IaaA.e n Q nA iNGTUCWDUWM7OP • G).Concrete peers shall be a minimum G"above grade. WE rzcW1I-OOND � ZAPPED OVEt ERST CONlIN. � Z L GIR�RMEADER PIECE OF SIDING BEIDW UNDISTURBED SOIL ` O 7).All oats to be 5u orted with han,Aers and anchors.Each Joist shall also be anchored 1/2'DikI 15Ou5W/WASHER5 IAYPI/5TIOB5EDIRECFLYON O r J f P 9 UNM REED SOIL(ORGANO5 R VM) W NNECTED TO BLDG.®I 6'a � �E t0 glyder(5). STNRTRFADL FUNNSTRUCNONTUEEANDFLUMB POsgOOLUMN - BRACETUBE V RIM BOARD n FILL-PER MANfiA MN RdSTRUC110N9 Q z FIOOR FRMIING NAILING SCHEDULE RrI1FI= STRING— I -TIE.III=�E„„III=III=III_III_III_III-,p BIDCNNG FOR .gBTNANGFR ° P05T-TO-GIRDER/HEADIR CONNECTION i—elm JOINT DESCRIPTION NAIL NAIL NOTES IOcnnON v-1,UMBLR DL9-iIIN APPNCATION RN.a15T/5. �- 7 CITY. SPACINGP�E OF NFL u ieesua,Raa DISTURBED/POOR 501E JOIST TO: PER TOE SnaNGERTO DECIVPORcr CONNEcnoN ° x" wY-u"ROF CPuSH DSTa€OR SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL UwYPU *�� S J D�FQ �O U-j DECr TORCH LEDGER CONNECTION IEva AND OOk PA T BV NAND IAV PIlS11C CASE ON COMPACTED GRAVfl I-EV BRIDGING EACH TOE BRPLLLEEE >P �O TO JOIST 2-Sd COMMON END NAIL FILLASI RuaIDNmBEAPnFw4E N Q FILL AS PER MANUFACNRB'RJSl9lC110N5 ^ BLOCKING EACH TOE _I I-u I_o-I1_i-ll-u= rn 2-8d COMMON TO JOIST END NAIL =II m-nm nrm nr)u-uru N / cc BLOCKING TO: EACH TOE wooDJDsr71 wooDJDBT MIST 3- 1 Gd COMMON Q zy5 SILL OR TOP PLATE BLOCK NAIL CONC.PIER FOOTING IWMOT 5YSTD45 ROOTING FORM LEDGER STRIP EACH FACE GRDEPMEADER N cnRDANGEwNn5cT0N1oa.11oFN.v.5.R51DEmnLcoDEmisDSGN F 3- 1 Gd COMMON OOMFUES WNH mE INTENT OF m E GORE AND THE MATERIAL OFFEREDB ��FFSS►(3N TO BEAM JOIST NAIL WOQDX BT GRDEPNEADER WOODGIRDER 4J AT LFA5T THE EQUIVALENT IN DURABIUTYANJ EFPEGTWENI55 OF THAT FRESCRIBEO IN mE OD 1, mE D MION OF CODE ENFORCEMENT AIO ACMINBTKATIONS"NDS mB PROD(/ JOIST ON LEDGER PER TOE ' p EPTA MR.USE INN.Y.5.EASEDUPONICWEVALUATIONSERVICEREPORT PAGE: 3-BdCOMMON PLUSH JOISTSWFE!HEADERIGIRDER SPLICED J01SM OVER HEADER/GIRDER ER,54ssAw5UWI TOTHE oNDITIONSWKEIN. TO BEAM JOIST NAIL ALL.10BTsmNNECTED TOAFLUWHEF ERTOMBU PORUEOwrm BAND JOIST PER END THE PROPER STEELmNNEcrQR_ SPLICED JOISTS OVER HEADER/GIRfR rRnvIDE BIncNNG BErvarxN JDrsTsmAT ARE 5r1cED AND IF ABLE,SET RRJOISMAPMX.I/4'HIGHERTHANLVLHEADERS IOCATTON USE NIMBF D[iCWFTroN I APFUCATION U5EWNH RTIOTYDOWNANCIOR5 TO JOIST 3- I Gd COMMON JOIST NAIL roaurnv aRsnRN ACE. BAND JOIST TO: 2- I Gd COMMON PER TOE NAIL SILL OR TOP PLATE FOOT "X 4" POST W/ 2"X 2" AW5TEP5 * CAP RAIL, :;ONTINUOU5 AROUND z } 1 LANDINGS RAMP � � p 0 OWN z O N . �\ o z J rL 0 p Z LANDING p Z � p O w \O �O O 0—/ 0 N N LL- O 00 z N J VERIFY LENGTH IN O N Q z FIELD TO GRADE O N N Ln L0 Z_ J UJ ao6) om - 12— I �- sEc 1ION PROVIDE G" POURED CONCRETE s�cnoN N z PAD UNDER STAIR STRINGERS - - o VERIFY LOCATION IN FIELD 1 2"50NOTUBF W/POURED 4"X 4"ACQ POST ON CONCRETE FOOTING 4" 1 2"50NOTUBE W/POURED G'-la' 7'-a' OO 2'-0" 0 X I'-0"d.; CONCRETE FOOTING BEAR 3'-0" BELOW GRADE 3'-G" 3'-a' 2'-0" 0 X I'-O"d.; RAMP— � w N (TYPICAL ALL FOOTINGS G G„ BEAR 3'-0" BELOW GRADE = z UNDER POSTS FROM ABOVE) G'a' (TYPICAL ALL FOOTINGS) Q N \1 2"X 1 O" O 2"X 8"ACQ BOX EluP o lz w Q O O I� ACQ GIRDER o FRAME PLATFORMS; ( o m — C3 Ov b 4"X 4" POSTS TO 12 1 O\ N FOOTINGS A 1 0 N OUTLINE OF N DOWN STAIR LANDINGS n LANDING W N ENTRY 5'_0"� Q 4'-3 1/2" 4"X 4" POSTS TO - 3'-I" 3'-5" 2'-3 I/2" 4'-5' DECK r n DECK ABOVE 4 3 1/2 ACCESSIBILITY&SPECIFICATIONS Z B'-G" 2G4G(EXISTING) AS PEP, IONO REVISEDADA ,'�1 0 EXIT GRA AR W > 2"X 8" ACQ LEDGER BOLTED / U n HORIZONTAL TO IXISTING FOUNDATION W/5 B BROOM O o� "LEDGERLOK' SCREWS @ I G"O.C.; . HANDICAP ACCE5518LE VtKTICAL ( ) p HANG D.J. FROM LEDGER WITH w 51MP,5ON LU28 CONNECTOR EMERGENCY ALARM- / J O COUNTL-RTOP BOTH VISIBLE t AUD(BLE Q 30G8 KNEE WALL WTH O EXISTING WINDOW WOOD CAPS TO IXISTING 3"X 4"STUDS �— REMAIN; FRAME ACROSS WINDOWS IXISTING 3 X 8" C.J. @ I G" O.G. EXTERIOR WALL ON INTERIOR SIDE, PROVIDE FOAM 2 REMAIN F TO REMAIN — INSULATION z" DRYWALL @ x BRICK BETWEEN STUDS,TYP. z NEW TJI 540 11 a" F.J. @ I G" O.C. X N W_ N NEW GALLERY EXISTING FOUNDATION WALLS, N N N NEW 2"X 4"STUDS, FIAT, FOOTING, FRAME, GIRDER* AGAINST EXISTING EXTERIOR COLUMNS TO REMAIN WALL U 2' CDX PLYWOOD ON CEILING JOISTS THROUGHOUT; z SECTION 81, FIRE RATED DRYWALL 5ECT1 N r n^ A TO FINISH SIDE R-30 INSULATION A O� SEW y V W Z c9 QD 2 P-4" n �y t EXISTING DOO FRAME DETAIL. 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