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HomeMy WebLinkAbout37481-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37521 Date: THIS CERTIFIES that the building PORCH Location of Property: SCTM #: 473889 1665 Shore Dr, Greenport Sec/Block/Lot: 47.-2-30 4/22/2015 4/22/2015 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/1/2012 pursuant to which Building Permit No. 37481 dated 8/29/2012 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: SCREENED PORCH WITH DECK ABOVE AND OUTDOOR SHOWER STALL TO AN EXISTING ONE FAMILY DWELLING AS PER ZBA DECISION #6560 DATED 05-17-2013 AS APPLIED FOR The certificate is issued to Gardner, Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37481 06-27-2013 Permit #: 37481 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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) Permission is hereby granted to: Gardner, Elizabeth 2932 Davis St Oceanside. NY 11572 Date: 8/29/2012 To: construct a Screen Porch with roof deck above per trustees & ZBA #6560 approval as applied for' At premises located at: 1665 Shore Dr. Green SCTM # 473889 Sec/Block/Lot # 47.-2-30 Pursuant to application dated . 8/1/2012 To expire on 2/27/2014. Fees: and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: Building Inspector $310.80 $50.00 $360.80 Form No. 6 TOWN OF SOUTfIOLD. 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 E`.• For Bevy building or cneiv-use: I. 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. -Sw.orn statement from plumber certifying that the solder used -in system contains less than 2l10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings. and installations, a certificate of Code Compliauce-front 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) cion -conforming uses, or buildings and "Pre-existing" land uses: 1- accurate survey of property showing all property lines, streets, building and. unusual natural or topographic features. _ 2_ A properly cpmpleted application and consent to inspect signed -by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor' writing to the applicant. C_ Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00. Alterations to dwellittg-$50.00; E Swimming pool $50.00, Accessory building $50.00, Additions to accessory, building $50.00, Businesses $50.00. 2. Certificate of Occupancy on PFeexisting Building - $100.00 3_ Copy of Certificate o€.Occupaincy. - $_25 4. Updated Certificate of Occupancy - $50.00 • 5- Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. -2.0%- 2 Vew Construction: Old or Pre-existing Building: (cheek one) �Amtion of property: ' r House No. Street Hamlet ?caner or Owners of Property: ;tffolk County Tax Map No -1000, Section Block Lot 3Cj lubdivision Filed Map. Lot: Date ofPermit. Applicwti P, j-laOe_E Wth Dept. Approval: Underwriters Approval: tanning Board Approval: :F -quest for: Temporary. Certificate Final Certificate: (check one) ee Submitted: $ Applicant Sienature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 �4J�suFFO�,��oG CD cc i2 oy nv1 # Sao BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 rocler.richert(cD-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: E Gardner Address: 1665 Shore Dr City: Greenport St: NY Zip: 11944 Building Permit #: 37481 Section: 47 Block: 2 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DCP Electric Inc License No: 32418 -me SITE DETAILS Office Use Only Residential X Indoor x Basement Commerical Outdoor 1st Floor New Renovation 2nd Floor Addition Survey Attic INVENTORY Service Only x Pool Hot Tub Garage Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures 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 Time Clocks Disconnect ri Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: SCREEN PORCH, 1 -paddle fan Notes: Inspector Signature: Date: June 27 2013 Electrical Certificate.xls qf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION FOU ATION 1ST ROUGH PL13G. F UNDATION 2ND INSULATION EZMit FRAMING / STRAPPING FINAL FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) DATE INSPECTOR so Nri TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, -FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION A ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 1 INSPECTORV<7k(i�E���� pF so 0 1 � a� ouNmN, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 6 Z7 / INSPECTOR rjf so u TOWN OF SOUTHOLD BUILDING.DEPT. 765-1802 INSPECTION* FOUNDATION 1ST R GH PLEIG. FOUNDATION 2ND SULATION FRAMING /STRAPPING FINAL FIREPLACE& CHIMNEY FIRE� SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. 7 �� Examined Z' , 20_/_?-, Approved , 20f Disapproved a/c Expiration , 20 LJJ AUG - 1 2012 BLDG. DEPT. TOWN Of SOUTHOLD Contact Building Inspector Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Mail to: — Phone: (Q 1— q 3 �J CATION FOR BUILDING PERMIT INSTRUCTIONS Date_ 7S ' � — , 20 �9' a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ,signature of applicant or name, if a corporation) .7 A .�(P ailing address of applican V State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises E(_ ( Z. /c�L—n� G t A (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: House Number Street County Tax Map No. 1000 Section Subdivision (Name) Block c�e _ Filed Map No. Hamlet ,2,°•`l - Lot, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy t CI crje-- b. Intended use and occupancw P" /N � � ��[.M.Cx!u-ee 3. Nature of work (check which applicable): New Building Addition. Repair Removal Demolition Other Work 4. Estimated Cost C'_ -;/-o BD 8 Fee 5. If dwelling, number of dwelling units If garage, number of cars Alteration C (Description) (To be paid on filing this application) Number of dwelling units on each floor-' 6. If business, commercial or mixed occupanc , specify nature and extent of each type of use., �d 7. Dimensions of existing structures, if any: Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12- - 70 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO_)!� Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES C 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. STATE OF NEW YORK) SS: COUNTY 016U FCba } y (-� —\ LC'C N C �-A c�(i'e being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the �\ 4.r� 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'�'J Nota Public BETSY A. PERKINS t4otary Public, State of New York No. 01 PE6130636 Qualified in Suffolk Coun Commission Expires July 18, J Signature of Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7833 DATE: JUNE 20, 2012 ISSUED TO: ELIZABETH OARDNER PROPERTY ADDRESS: 1665 SHORE ROAD, GREENPORT SCTM# 47-2-30 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 20, 2012, and in consideration of application fee in the sum of $250.00 paid by Elizabeth Gardner and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a 131x13' screen porch over existing deck landwai of bulkhead; patio; existing deck; split -rail fence; and drywell; and as depicted on the site plan prepared by Mark K. Schwartz, AIA, last dated May 7, 2012, and stamped approved on June 20, 2012. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. O�4gt%FF0t�C �> r C J �dyeO � p�� J ��, �, re�C YY►�. `� cr— James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11.971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE # 0884C Date: August 14, 2013 THIS CERTIFIES that the construction of a 13'x13' screen Rorch over existing de landward of bulkhead, patio, existing deck, split -rail fence, and drywell At 1665 Shore Road, Greenport, New York Suffolk County Tax Map # 47-2-30 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 30, 2012 pursuant to which Trustees Wetland Permit #7833 Dated June 20, 2012, 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 13'x13' screen porch over existing deck landward of bulkhead, patio existingde�plit-rail fence; and dUwell. The certificate is issued to ELIZABETH GARDNER owner of the aforesaid property. ),4-- ---7, 4, Authorized Signature FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 8, 2012 TO: Elizabeth A. Gardner c/o Patricia Moore 51020 Main Road Southold, NY 11971 Please take notice that your application dated March 2, 2012: For permit for Screen porch with outside shower additions over existing rear deck at: Location of property: 1665 Shore Road Greenport, NY County Tax Map No. 1000 - Section 47 Block 2 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed additions on this non -conforming 12,700 sq. ft. lot in the residential R-40 District is not allowed pursuant to Article XXII section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ...exists... shall be set back not less than 75 feet from the bulkhead." The site plan shows a setback of 45.5 feet from the bulkhead. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. k� , BOARD MEMBERS "Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Horning Ken Schneider http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 Southold, NY 1 E E rp AYMAY 2 4 2012 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 17, 2012 BLDG. DEPT. TOWN OF SOUTHOLD ZBA FILE: 6560 NAME OF APPLICANT: Elizabeth A. Gardner PROPERTY LOCATION: 1665 Shore Road (adj. to Pipes Cove), Greenport, NY CTM 1000-47-2-30 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. 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 March 29,2012, 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 e)tempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The Applicant's property. is a 12,700 sq. ft. waterfront parcel in the R-40 Zone. The northerly lot line measures 100 feet along Shore Drive. The easterly lot line measures 127 feet along an adjacent parcel. The southerly lot line measures 100 feet along Pipes Cove. The westerly lot line measures 127 feet along another adjacent parcel. The property is improved with a single family dwelling with an attached deck, breezeway and attached garage as shown on the survey prepared by William R. Simmons, III, LSPC dated 1/8/2012. BASIS OF APPLICATION: Request for a variance from Article XXII Code Section 280-116(B) based on an application for building permit and the Building Inspector's March 8, 2012 Notice of Disapproval concerning screen porch with outside shower over existing deck to a single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance to construct a 13ft x 13 ft screen porch over a portion of an existing deck, and an outside shower adjacent to the proposed porch, with a bulkhead setback of 45.5 feet rather than the code required setback of 75 feet. AMENDED APPLICATION: The applicant's agent on May 7, 2012 submitted a revised plan, prepared by Mark Schwartz, Architect, dated May 7, 2012, that shows a new proposed roof alteration, as well as the location of all new drywells to be installed to contain all storm water run off on site, as required by Code, bringing the plan into more conformity with the codes. ADDITIONAL INFORMATION: The Applicant received variance #4053, dated Sept. 26, 1991, for construction of the deck with a setback from the bulkhead of not less than 40 feet. A condition of the variance granted stated ' Page 2 of 3 — May 17, 2012 ZBA File#6560 - Gardner CTM: 100047-2-30 that the "proposed deck shall remain open and unroofed, as applied". The Applicant is now proposing some degree of relief from the condition imposed when that variance was granted in 1991. At the public hearing the Board requested. that the applicant submit documentation regarding other non -conforming bulkhead setbacks in the neighborhood. On May 9, 2012, the Board received extensive documentation of previous variances granted with similar non -conforming bulkhead setbacks near the subject property. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 3, 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Non -conforming bulkhead setbacks of less than 75 feet are quite common within the waterfront properties of the neighborhood. The Applicant is not requesting to reduce the setback already established through grant of a variance in 1991. 2. Town Law 4267-b(3)(b)(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 existing nonconforming deck setback from the bulkhead was established by the grant of a variance in 1991, and the proposed screen porch over a portion of the deck requires variance relief from a stated condition that the entire deck remain unroofed. The proposed screen porch is within the 75 foot setback required by code. However, the screen porch will cover a portion of the existing deck and will not be closer to the bulkhead. Additionally, the outside shower is located further from the bulkhead than the screen porch. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 39% relief, however, it is mitigated by the fact the screen porch is within the previously granted setback. Additionally, it represents the removal of a condition stated in the variance granted in 1991, when the existing nonconforming bulkhead setback was established. That condition specified that the entire deck remain open and unroofed. There is no reduction to the established bulkhead setback. _.. 4. Town Law > 267-b(30)(4) 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 Applicant will install roof gutters and drywells to contain all storm water runoff on site as required by Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been. self-created. The Applicant could conceivably construct a similar sized screen porch in a more conforming location on the property, possibly without requiring any variance. However, the dwelling was constructed prior to zoning and is located within the 75 foot bulkhead setback, so any additions to the rear of the dwelling will require a variance. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 13x13 ft. screen porch with a nonconforming setback from a bulkhead, 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 267-13, motion was offered by Member Horning, seconded by Member Weisman (Chairperson), and duly carried, to GRANT the variance as applied for, and shown on the site plan dated May 7, 2012 by Mark Schwartz, Architect sheet number S-1 and elevations labeled A-1. Subject to the following condition, Paige 3 of 3 — May 17, 2012 ZBA File#6560 - Gardner CTM: 1000-47-2-30 CONDITION: 1. The remaining portion of the existing deck shall remain open to the sky. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or 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 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. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Schneider, Horning. Nays: Member Dinizio. This Resolution was duly adopted (4-1). �&- 4U-4- 4'"L.,- Leslie Kanes Weisman, Chairperson --- Approved for filing _�; / R3/2012 rsf spry Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION UESTED BY: `D.AVj5 freiryL- F, pady Name: -t.,0 P gl eegVc- -r-Jr. No.: 329 IS- MC No.: 7 JLS-a- �rr J013SITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: 'Phone No.: Permit No.: Tax -Map District: T o n - . JUN 1 9 2013 BLDG. DEPT. 1000 Section: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) A7�r7i rt 0 o"J 0�-- Pa jec-L1 (Please Circle All That Apply) *ls job ready for inspection: *Do. you need a Temp Certificate: Block: YES NO. Rough in Tomp Information (if. needed) *Service Size: 1 Phase 3Phase 10o 450 200 300 350 40 ''New Service: Re -connect Underground Number of Meters Change of Service Additional Information: PAYMENT DUE WITH AcPPLICATION B24RequW for Inspedon Form Final Other . Overhead Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 July 22, 2013 ,pF SOCA (/j�,o� jig O �ISS NT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD Elizabeth Gardner 2932 Davis Street Oceanside, New York 11572 RE: 1665 Shore Drive, Greenport TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) _ Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT: 37481-Z porch addition SURVEYED FOR:ELIZABETH GARDINER LOCATED AT GREENPORT,T/O SOUTHOLD,SUFF.CO.N.Y. LOTS 25 & 26 MAP OF "GREEN PORT SHORE" SEC. 1(#1759) SCALE 1 "=20' S . C. T. M . 01000-047-02-030 0 NO.47887 WILLIAM R.SIMMONS III.L.S.P.C. 1 128 CARLETON AVE.EAST ISLIP.N.Y.11730 1 1)581-1688 FX.(631)581-1691 SCALE: I"= 0 1 S 39021'30" E 127.00' _ n\• 1!.�• .1 O HEDGES PROPOSED 55' SPLIT RAIL FENCE G.O.L. /x O O in 00 rn N O L H LOCATION: AREA: LOT COVERAGE: PROPERTY: 12,700 SQ. FT. 0.29 ACRES EXISTING HOUSE: 1423.5 SQ. FT. 11.2% EXISTING DECK: 268.2 SQ. FT. 2.1% SCREENED PORCH 167.9 SQ. FT. OVER EX. DECK: 1.3% TOTAL: 1859.4 SQ. FT.1 14.60/. Lu LOT 26 EXISTING DECK 41.5' QEXISTING HOUSE �, p Lu PROPOSED --------- ` RECEIVED SCR. PORCH �1 W/ DECK ABOVE Lu _ 0MAY 7 2012 -------- V a ,'SHRUBS i O me SLATE EXISTING ; OWALK BREEZEWAY '` _ BOARD OF APPEALS T 1. (f� EXISTING A • Cif m i LOT to ASPHALT DRIVEWAY GARAGE O O •`'; '' PROPOSED PORCH ROOF AND O' (y1 DECKAREA:190SQ.FT. Q QD i f.: AT 100% RUNOFFAT2'RAIN (Y1BBQ 11. PER HOUR: 92 CU. FT. O O INSTALL: r Lei MINIMUM 2HIa. K Yde DRYWEU. z ni PROPOSED • m CAPACITY: 42 CU. FT. DRYWELLO, � 20.0' EX. SPLIT RAIL FENCE G.O.L. c WOOD DECK ALUMINUM WALK FLOATING 127.00' N 39021'30" W 57.0' ZBA FINAL MAP(L/� SEE DECISION SITE PLAN _ SCALE. I = 20 -01 REVISIONS: i l .. ,`.1. ,,, 0 N m G m � n ��y b z O H a FSI � V] q d a� V DRAWN: MH/MS SCALE: 1" = 20' 70B #: May 07, 2012 SHEETNUMBER: S. I PROPOSED REAR ELEVATION SCALE: 1/8" = 1' EXISTING REAR ELEVATION SCALE: 1/8" = 1' RECEIVED MAY 7 2012 BOARD OF APPEALS f-"- &ok- =DECI f REVISIONS: 0 N U � a a m b 4 0 a � w w A w 0 P, a a rA A d� a� � xF-rill DRAWN: MH MS SCALE: 1/41=1'-0" JOB 4: May 07, 2012 SHEET NUMBER: A-1 Lu J O 0 M _ C10 M 0 0 Ln z SITE PLAN SCALE: 1" = 10'-0' FEE: > BY�L = ",17HOU I CFP iR I"rf`tTC NOTIFY BUILDING DEPARTMEN 765-1802 8 AM TO 4 PM FOR It O C r; LJ P f r.. FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH -FRAMING, PLUMBING, ELECTRICAL STRAPPING, ELECTRICAL & CAULKI' e , '. E .. � � � 3. INSULATION INS CTl0. 4. RE Ull a ,k]n 4. FINAL - CONSTRUCTION i ELECTR' I' r MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CObI`S OF NEVV YORK STATE. NOT RESPONS18LE I`OR DESIGN OR CONSTRUCTION ERRORS RETAIN STORM WATER RUNOFF PURSUANT TO) CHAPTER 236 REVISIONS 0 N U � M O U z � z H a w H H H 0 0 0 WW N 0 Z U) W rc� Lo W (� rrc `.J DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB N: July 19, 2012 SITEET NUMBER: S.1 5 00 PROPOSED SOUTH ELEVATION scue iia^ = r PROPOSED WEST ELEVATION SCALE: 1/4" = 1' !l*7 +�.r'�'�"-•'T;x-;j,x �.t � "z-, t+� F� Ett +- -,-r.; i.� ��`. i!rri.,_.i. !��{.'. i•Y.--'.=� iii^. .-.. 44�i��>, PROPOSED EAST ELEI .v - SCALE: 1/4" REVISIONS fid© bb 0 0 N Ln N F►] C m ~ u ° to d w y b C) e -t � U M w yVr U z 0 s a v] z 0 H � w a w H O v� w ^H � O A w 0 a O a 4J 0 O 0 w 0� O CL VJ O Z fn w Lo W C V c - T�/`r�l`VTJ' y DRAWN: MH / MS SCALE: 1/4"=P-0" JOB 4: July 19, 2012 SHEET NUMBER: A-1 O 00 m /EXISTING/ PAVERS ON GRADE (TYPICAL) / / 'EXISTING/ EX. OUTDOOR SHOWER TO BE RELOCATED (VIF) POSTS TO BE SECURED TC E"dia. CONC. PIER 3 CELOW GRADE (TYPICAL) 2, $„ O 00 LAMP POST I • I FIRE PIT I 1 ►,.� 1' -- ----------1- '_,,•- ----------------- 5'- 4 ----------------5 -4 27'-3" b -u �•'� 2'-4" 3'-4" 2'-4" Y4. h K cA,VINnF.IOIT, W/"M,HFRf 5'- 4" I ,�-410u TYPICAL MULTIPLE OPENINGS 2,—$„ o l: lit o O o C14 D D D D D o D D I • � • 4 • v • �, • b G b G b C „ $1„ -437 4, 5'-$9' „ 10 9'-p„ M M � � BARBECUE FIRE PIT xw 1 •"ane nw,w• As;wul, �•'� ac,l nvus cr+"rcrn ,.esmRw," nAmaesssrta Y4. h K cA,VINnF.IOIT, W/"M,HFRf AW HUR.IY.C. TYPICAL MULTIPLE OPENINGS l: lit O r N yiV• ,� M M � � s U u x ILI d d � z �z 1it It o_ En E-� ¢ o R1. + 1 ( , dQ iT I( 1 •"ane nw,w• As;wul, �•'� ac,l nvus cr+"rcrn ,.esmRw," nAmaesssrta Y4. h K cA,VINnF.IOIT, W/"M,HFRf AW HUR.IY.C. TYPICAL MULTIPLE OPENINGS (MORE TITAN 4'-OXB'-0” OPENING) ie 1 ` 1 1 1 oC oL SIO QIP;' 1 t�z Z.1 �IH 10"X10" CONC. PIER �' 10"X10" CONC. PIER O w/ 24"X24" CONC. FTG. OI �! w/ 24"X24" CONC. FTG.// / / / 1 a T IELOW GRADE Y" ,'' T BELOW GRADE / %/ EXISTING / LU 1LL 0 w 1 II L'LLI Lu 'oa -i•'/' cz ;• SCREENED PORCH •; //�j // /// / i/� / �J OVER EX. DECK L 1 TRIPPLE DECK JOIST UNDERWALL ' -r--- =--- ----L- - - - -- -- --�--� -- t--Z� --- 3'-3 ----- LAMP POST ri J l i V +{ , J ' �1 IfAIA.FN AVw'M.EnTHMG `; it 1 j ) � 1'} � �i� I (AITF"NATVNfIAt•.f l) � 5 �—� r�� 1� � ���+�tl (.M n•TrAlE. ,Af,F•,IATVfvE ,AP.S11 n.stAmusnm ; 1H 4LLVANR" , ,` n. nAmnrst ncn wAMu.u•..c. I," TYPICAL WINDOW OPENING (LESS THAN 4' -OXT' -D" OPENING) TYPICAL DOOR OPENING (LESS THAN 4'-OXS'-O.OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4. N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION OF NOT USING IMPACT GLAZING) WINDiORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS Wr H A MINIMUM THICKNESS OF 7/w AND MAXIMUM PANEL SPAN OF A FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PREM TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CDDE). THIS IS NOT A SURSTTRITION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. EXISTING FOUNDATION PLAN SCALE: 1/4" = 1' FLASH UP SIDE WALL MINIMUM 12" L EX- FJ EXISTING EXISTING HIGH RAILING 5/4" DECKING OVER ACQ SLEEPERS EPDM OVER 3/4" EXT. T&G SHTG. 1-3/4X7-1/4 ML P16"OC 10"X10" CONC. PIER INSTALL (3) FLUSH ACQ JOIST R WALL ABOVE Z O �r SECTION A -A SCALE: 1/4" = 1' REVISIONS �•'� 24"X12" CONC. FTG. Y4. h SECTION A -A SCALE: 1/4" = 1' REVISIONS O r N yiV• ,� M M � � s U u x d d � z �z �o o_ En E-� ¢ o Q z� 1� Q � dQ O 4-4 O 0 It 0 0 IZ `JAL/ C/) W L0 LLI NN c� 0 03 DRAWN: MH/MS SCALE: 1 /4"=1'-0" JOB #: July 19, 2012 SHEET NUMBER: i G.C. TO VERIFY EXISTING =STRUCTURAL CONDITIONS w/ ARCHITECT WHEN EXPOSED 2ND. FLOOR PLAN SCALE: 1/4" = V wil -. FLOOR PLAN. SCALE: 1/4" = 1' NOTES: 1). EXECUTION: A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2). PREPARATION: A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. MINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING MINT. 3. INSTALLATION: A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1). GUTTER TO BE PITCHED TOWARDS LEADER 1" TO 2' FOR EVERY AY OF RUN. 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a). COPPER / LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B). ALUMINUM: RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEN. CONNECTION WATERTIGHT. 4). PROTECTION: A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B). TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. REVISIONS `fid• �b 0 N \� b U T, � M fi 0 z a rx Z CO wn Q O� O O vii O w H 0 O Oz h+�l w w a �w Lo Cct� DRAWN: MH/MS— H/M5SCALE: SCALE: 1/4"=P-0" JOB 4: August 29, 2012 SHEET NUMBER: .A.-3 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. 4" DIA. MAXIMUM 1.1/2• SPACE MINIMUM HANDRAILS T-11 -1 DALUSTERS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL DE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4' NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE LEDGER WOOD JOIST 4" MAX. 4' DIA. MAXIMUM 414b- CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. DOLTS @16.00 WITH WASHERS FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW 1/2" DIA. LAG BOLTS W/ WASHERS CONNECTED TO BLDG. @116" OC FLOOR FRAMING 2x JOISTS CLOCKING FOR JOIST HANGER LAG BOLTS KIM JOIST / 1D. DECKMORCH LEDGER CONNECTION RAFTER RIDGE RIDGE -TO -RAFTER CONNECTION LOCATION USP NUMBER1 DESCRIPTION APPLICATION ROOF I LSTA24 1.1/4"x24" 20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION APPLICATION CONNECT TO 4" - 6" RAFTER RTIO 10-3/4"x Iiga. TYDOWN ANCHOR ER EACH RAFTER 1"- 12* RAFTER RT20 21-1/2'x 20g2. TYDOWN ANCHOR CONNECT RAFTER TO PLATE EACH RAFTER JOIST GIRDER/HEADER WOOD JOIST GIRDER/HEADER WOOD JOIST RT10 ITYDOWN ANCHORICONNECT TO EACH FLUSH JOISTS WITH HEADER/GIRDEK ALL JOISTS CONNECTED TO A FLUSH HEADER TO IF SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX, 1/4' HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. WOOD JOIST BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RT10 TYDOWN ANCHORS LEDGER RAFTER !AFTER -TO -LEDGER CONNECTION ;ER TO BE CONNECTED TO BLDG. USING 1/2" DIA. DOLTS ,li"OC WITH WASHERS TER SIZE USP NUMBER DESCRIPTION APPLICATION x6-2xB I LS26 liga. SLOPE HANGER APPLY TO EACH RAFTER /LEDGE 2X10 I L5210 113ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGE RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION RAFT-E"LATI RT15 TYDOWN ANCHOR CONNECT EACH SPAR IN WINTE RAFTER TO PLATE PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD GIRDER/HEADER POST/COLUMN LOCATION USP NUMBER DESCRIPTION APPLICATION 4x4 SOLID COLUMN P1644 / PISE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN ixi SOLID COLUMN PRSGf / PISE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON MRI/2 I H.G. ANCHOR JAPPLYTO EACH COLUMN STU vvzl PLATE DOUBLE 2x (MINIMUM) �) FOR HEADER I OR BEAM ROD I' :QUIRE! FORSTU I I THREADED ROD CNW COUPLER NUT MINIMUM ��END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRRI/2 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION JUSP NUMWER DESCRIPTION APPLICATION LL OPENINGS LSTA12 1-1/4'x12" 20pa. STRAP I APPLY TO EACH JACK STUD POST RIM/DECK JOIST EACH POST-TO-DFCI( CONNECTION USE MIN. (2)1/2' DIA. GALV. DOLTS WITH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST-TO-GIRDE"FADER CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CONCRE HEADER/ClIDER-TO-POST CONNECTION LOCATION I USP NUMBER I DESCRIPTION APPLICATION (2) BEAMS I PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH PIE (3) BEAMS IPAU66 OR WE66 IPOST / BEAM ANCHOR APPLY TO EACH PIE POST 12"x12"x12" CONCRETE FOOTINC DECK POST FTG. CONNECTION LOCATION USP NUMBER I DESCRIPTION APPLICATION 4X4 POST PAU44 OR WE44 1POST / BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAUi(.OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTINGII CI IMATIC L r,FrWAARHIC nFCIC.N CRrrFR1A GROUN WIND SEISMIC NOTES FROST CITY. SPAR IN WINTE ICESHIELD Id SNOW SPEED DESIGN ATHERINI LINE TERMITE DECAY DESIGN UNDERLAYME FLOOD LOAD (MPH) I CATEGORY NAIL DEPTHJ AS PER TABLE 3.7 EACH TEMP. REQUIRED HA2ARD5 45 LIS. 120 1 SEVERE 3 Fl MODEE RAT SLIGHT TO 11 NONE NAIL COLLAR TIE AS PER TAI LE 3.4 EACH FACE • TO HEAVY MODERATE NAIL !LOCKING to DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvanized or stainless steel. 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2' dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete footing. Use a minimum 1/2' dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. 4). Deck joists to have blocking at YO ox ­ 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts at li" o.c. 6). Concrete Piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). t). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with 2 -MAX tripple protective coating or equal for any contact with ACQ. NAILING SCHEDULE ■nnc cuc arurwli. JOINT DESCRIPTION QN NAIL NOTES CITY. SPAR IN STRUCTURAL PANEL Id AS PER TABLE 3.1 FACE NAIL TOP PLATE 10' WALL: 4-2d COMMO WFCM - SIC OE -NAIL ■nnr CD •AAIAIf.. JOINT DESCRIPTION QN NAIL NOTES SPACING RAFTER TO B' WALL: 3-1d COMMON EACH FACE NAIL TOP PLATE 10' WALL: 4-2d COMMO RAFTER OE -NAIL CEILING JOIST /' WALL: 34d COMMON EACH TOE -NAIL TO TOP PLATE IU WALL: 4 -Id COMMO JOIST NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SIC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SIC LAP NAIL COLLAR TIE AS PER TAI LE 3.4 EACH FACE TO RAFTER WFCM - SIC END NAIL !LOCKING to EACH TOE TO RAFTER 2 _ td COMMON END NAIL RIM BOARD 0 EACH END TO RAFTER 2.16d COMMON END NAIL MA11 rRAAAINC.• JOINT DESCRIPTION QTY NAIL NOTES SPACING TOP PLATE TO2 _1Gd COMMO PER FACE NAIL TOP PLATE FOOT NAIL TOP PLATES AT 4 - lid COMMO JOINTS FACE INTERSECTIONS -� EA. SIDE NAIL STUD TO 2 - l6d COMMO 24" FACE STUD U N O.C. NAIL HEADER TO lid COMMON Ii" O.C. FACE HEADER H ALONG EDGES NAIL TOP OR BOTTOM 2 - 14d COMMOP PER 2x4 STUD END PLATE TO STUD 3 - Bid COMMOt PER 2xi STUD NAIL BOTTOM PLATE TO: to PEP TO BEAM FLOOR JOIST, RAND JOIST, 2 - lid COMMO OOT FACE NAIL END JOIST OR %LOCKING 0 r LRi s TO JOIST DFCK FRAMING, JOINT DESCRIPTION QTY. NAIL NOTES SPACING JOIST TO: 4 • Id COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL /RIDGING 2 _ td COMMON EACH TOE TO JOIST -� END NAIL BLOCKING 2 - Id COMMON EACH TOE TO JOIST U N END NAIL BLOCKING TO: 3 -16d COMMO EACH, *T E SILL OR TOP PLATE H t CIC LEDGER STRIP 3 -lid COIv) TO /EAM ST P� n JOIST ON LEDGER 3 •d to TOL<,. TO BEAM 01 NAILT4I BAND JOIST 0 r LRi s TO JOIST 3 - 1 i 4 RAND JOIST TO:E 2 " liO O w13 a� T IL SILL OR TOP PLATE (n 11J " fir, •t;R.Y ,+1y REVISIONS sy- 60 ©b Q 7 r rV .yr Ir U -� N a M CO o, •� U Z Ln f w U N C � U 0 .s V1 � a z H O � z Q P� n to Q U 0 OZ W X ct!O �a z (n 11J CD LIJ W �"1 Cfl 0 DRAWN: MH / MS SCALE: 1/4"=P-0" JOB: July 19, 2012 SHEET NUMBER: A-4