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HomeMy WebLinkAbout40135-Z 110 UFFO,t Town of Southold 7/5/2016 111 (E. P.O.Box 1179 53095 Main Rd 7 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38365 Date: 6/27/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1145 Jackson St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/21/2015 pursuant to which Building Permit No. 40135 dated 9/29/2015 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: NON-HABITABLE ACCESSORY GARAGE PER ZBA DECISION#6876,DATED 08-20-2015, AS APPLIED FOR The certificate is issued to Warlan,Michael&Warlan,Erin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40135 04-28-2016 PLUMBERS CERTIFICATION DATED 71/644*.e < 4 Au orized Signat re ,.4SUFEnt��o TOWN OF SOUTHOLD �� y� BUILDING DEPARTMENT TOWN CLERK'S OFFICE E) . 0' ,4 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#: 40135 Date: 9/29/2015 Permission is hereby granted to: - Warlan, Michael &Warlan, Erin 201 E 69th St Apt 10A New York, NY 10021 To: construct an accessory garage as applied for per ZBA approval. • At premises located at: 1145 Jackson St, New Suffolk SCTM # 473889 - Sec/Block/Lot# 117.-9-8.1 Pursuant to application dated 9/21/2015 and approved by the Building Inspector. To expire on 3/30/2017. - Fees: ACCESSORY $368.80 CO -ACCESSORY BUILDING $50.00 Total: $418.80 •.4rInspector . Foi m No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN [-CALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. - 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall"state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pb61$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy 61-Certificate-of Occupancy- -.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. V/ //*(.•c New Construction: `t Old or Pre-existing Building: (check one) Location of Property: /(y -1 -c '-k) j 7 , House No. Street Hamlet Owner or Owners of Property: Ala- —Suffolk County Tax Map No 1000, Section //J.-2 Block_ Lot 66 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: 'Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check'one) Fee Submitted: $ . - � p licantig— - � ` Town Hall Annex i * iiig Telephone(631)765-1802 54375 Main Road ; c� s Fax (631)765-9502 P.O.Box 1179 ` G .r ® .1 roger.richertRtown.southold.ny.us Southold,NY 11971-0959 ° �yc®UN �`i,o,, '_-_iii -'0,, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To• Warlan Address: 1145 Jackson Street City: New Suffolk St: New York Zip: 11956 Building Permit#: 40135 Section: 117 Block: 9 Lot: 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: D.C. Electric License No: 4076-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture 3 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 60A Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment Notes: Inspector Signature: ,- Date: April 28, 2016 V-7-A--- 4 Electrical 81 Compliance Form.xls 24(6/36::&-- - :* a • TOWN OF SOUTHOLD BUILDING" DEPT. - 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: \57-670kae-K._ •WmmTlitian C2,‘Wioul • Lc /6 / 15(4*(141 4-0111.1.4. Cnkki"e_e 876 INSPECTOR ' DATE '4417, :1st' SOUTyolo :) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 3 Ao' INSPECTOR 1I,�o� OF SOiT,y�( • 41 401.4;' s , ts TOWN OF`SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION : [ ] FOUNDATION -1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 'i% ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 67442#4 &� DATE t- /4INSPECTORT4e;;72 . - y \ l3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING / STRAPPING [ (FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ;4‘ / ' DATE D6/3' 5/6 INSPECTOR M4-e- e--"(f, .._ l3 /4° so---- I �'YOOUPIiY,��'' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINA Fes`- 1t_! j''`' 6vz--' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0""`-'61'-41--4%-# .41--oe-m/...--cit-et0 � t DATE `��� INSPECTOR 0,4 1 FIELD) SPE QN REPORTDATE , r y CONJ ,NTS , 3 � 6 if _.5.,� o ,cyp 'OUND,�i ON(1ST) . • - 42 . 1., � �5.� • C2 / CN r v FOUNDATION(2ND) . • � , r p y ROUGH FRNG& R N PLUMBING . • - Rl l0 y INaULATION'PEA N,Y. —"'''' c STATE ENERGY CODE • G . F. ... . . . . . . . .. . . . . . . .0, ,,, ...,..._ , ,,, .c., . ,. . _. . .. . . . . 4-j-71.1.7---49' '4' 44* 0 -24. 0 •vit?1-.• -te!.P-' -1.4-4._ —!,:li .44,-%-.. ..":..-. 04/t* -'71 ?A-J.4... ., ,:i .,c).. . , . . i .,e=r Ole' 03 '.''' - je sz . k709 0.4401"....) FINAL ; ` tX ,4,,, .. 44/6 /OF . /4"7". / 0 4!..4°," .ctee: , • i _. . i ../ 'Ah1 h 0 cykI ( ,_-___.41, me,' ► T , / 20 -I ,9';-±4, , -c. 1, • •lea , 3.. 55[ : o :--Li . • . tf* 7"--4S-- m d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check • Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate �� l —� Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: � J _ I Expiration.: I' I- ,20 i, --� • i ding Inspect 1r SEP 21 2015 APPLICATION FOR BUILDING PERMIT BLDG DEP( T:'l'r'h Or.,r;l ,l.n!r, Date ?-- /9 , 20 J 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) 0, boy 773 //96-2_ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder e2 Name of owner of premises . - v (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: f 1148- 3cf cNc sc of1 1 V....- House Number Street Hamlet 1.:itaw,'L! ..ii/ County Tax Map No. 1000 Section //7 `a t'—I 'Black l C r�r., wt Lot 00 , 00 (plc..'L+:;i'11r1' to f?;'. �.__r. :1•Jirtt,+_.9.til 7s:di 1'l�}I^,tt�[�,�,:..� 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 m.rAniv-c A.. b. Intended use and occupancy \ Sc kt,,-` 3. Nature of work(check which applicable):New Building .�CNeU kdditi� Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee /Lc 000,0-o (To be paid on filing this application) 5. If dwelling, number of dwelling units Cv e Number of dwelling units on each floor i'/r4 If garage, number of cars 84 1/4 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /1) A. Se-E_4--msc e_c L CLU 4_y 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories, ;. wzti, r s, ,.. 8. Dimensions or entire new construction:'Front Rear Depth Height ,) Number of Stories 9. Size of lot: Front `1'5. 10 Rear AIM-i 6� 0 Depth G1.7- ,(veli 10. Date of Purchase 8/23/7_0 13 Name of Former Owner ✓ cf,_ VZ4� -1-17-0A‘ l 11. Zone or use district in which premises are situated 12_ v40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO )( Will excess fill be removed from premises? YES NO g, 'A1 seikA•a.k di-C)2i 113 B o a 06i- A %ok 14. Names of Owner of premises u5 �(2.1_4_,\_, Address L.'/. /QJ.y'. /01,,a) Phone No. Z/a 9f4i, 1)57 Name of Architect Address Phone No Name of Contractor? ., I -F4uJ//r.¢.2Stij Address _Phone No. (n3/-05--4/g4i 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X, * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S� BK)COUNTY OF ' 1-0,5t0"-.tiL.--AA-1 A- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t.„Lo before me thiii" / 9]✓ day of \ em1fr 20 1JAULQqof°. i id Notary PublicRACEY L. Signature of Appy cant NOTARY PUBLIC,STATE OF N r YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2_011.1 / e ' �+ BOARD MEMBERS �,,"' �� so' ; Southold Town Hall Leslie Kanes Weisman,Chairperson .°i• �� ,;,. ."7.,,,, g'Q ' 53095 Main Road• P.O.Box 1179 i AO "f ' . ,'c Southold,NY 11971-0959 Eric Dantes ;�% x 4`14,0' ,.0' 5, • .{. tom* 444-1341, Office Location: Gerard P.Goehringer 1 , , , ,e tTown Annex/First Floor,Capital One Bank George Horning : xo -,. .,�. ie 54375 Main Road(at Youngs Avenue) 4' OUN '{ as Southold,NY 11971 Kenneth Schneider _ _____ __�' , L;\-- - j , http://southoldtown.northfork.net la! AUG 2 1 2015 I U I ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 1 t.._ -------- — ITel. (631) 765-1809• Fax (631) 765-9064 i FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20, 2015 ZBA FILE#6876 NAME OF APPLICANT: Michael and Erin Warlan SCTM#1000-117-9-8.1 PROPERTY LOCATION: 1145 Jackson Street(New Suffolk Avenue),New Suffolk,NY 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 August 3,-2015 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 conforming 119,872 S.F. parcel in the R-40 zone. The northerly lot line measures 405.60 feet along New Suffolk Ave. and the easterly lot line measures 301.02 feet along adjacent residential parcels. The southerly lot line measures 445.10 feet along Jackson Street and the westerly lot line measures 267.65 feet along other adjacent residential parcels. The property is improved with a new house currently under construction, as shown, with the proposed swimming pool, proposed pergola and proposed garage on the survey drawn by BBV Civil Engineers& Surveyors, dated 6/29/15, last updated on 8/7/15 to show increased setbacks and side yard evergreen screening for the proposed detached garage. BASIS OF APPLICATION: Request for Variances from Article III Code Section 280-15 and the Building Inspector's June 19, 2015 Notice of Disapproval based on an application for building permit to construct an accessory garage and an in-ground swimming pool, at: locations in other than the code required rear yard. RELIEF REQUESTED: The applicant requests two variances in order to construct a proposed swimming pool in a side yard, where a rear yard area is required by code; and a proposed detached garage in a front yard area where a rear yard area is required by code. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on August 7, 2015 submitted a survey increasing the new garage front yard setback to 55 feet on New Suffolk Ave., from the originally proposed 50 feet, and increasing the easterly side yard setback to 30 feet, from the originally proposed 25 feet, bringing the plan into more conformity with the codes. The applicant also indicated that 10 foot high evergreens would be planted on the easterly property line to provide evergreen screening from the neighboring house, as shown on the newly submitted survey dated August 7, 2015. The Page 2 of 3—August 20,2015 ZBA#6876—Warlan SCTM#1000-117-9-8 1 applicant also agreed to reduce the conforming ridge height of the proposed accessory garage from approximately 20 feet to 16 feet, as shown on the amended survey dated May 8, 2015 last revised 8/7/15 prepared by Barrett, Bonacci &VanWeele,PC and on the amended elevations dated 6/12/15 pages 1 &2, prepared by Digital Design. ADDITIONAL INFORMATION: The easterly neighbor expressed concerns at the public hearing about the need for evergreen screening along the property line. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6, 2015, 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 as shown on the amended application will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Several variances have been granted in the past within the neighborhood for the location of accessory garages in front yard areas. The applicant has a large, 2.75 acre conforming parcel, and lot coverage will be 4.0% after the proposed construction, where 20% coverage is allowed by code. Both the swimming pool and garage will be screened from view from the streets and neighboring houses. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant as shown on the amended application cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property is characterized by having two front yard areas, and there is no rear yard area in which a conforming swimming pool or garage can be located. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code. However, there is no conforming rear yard where the pool and garage could be located. An existing, non-conforming accessory garage located closer to New Suffolk Ave., and closer to the easterly side yard has been removed. 4. Town Law 267-b(3)(b)(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 must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief, as shown on the amended application, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new swimming pool, and accessory garage, located in other than the code required rear yard, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Dantes, and duly carried, to GRANT, the variances as applied for in the amended application, and shown on the survey drawn by BBV Civil Engineers & Surveyors, dated 6/29/15, last updated on 8/7/15 to show increased setbacks and side yard evergreen screening for the proposed detached garage. Subject to the following conditions; Conditions: L ~=Page 3—August 20,2015 ZBA#6876—Warlan SCTM#1000-117-9-8.1 1. Evergreen screening shall be continuously maintained. 2.Accessory garage shall not exceed 16 feet in height. 3. Pool mechanicals shall be placed is a sound deadening enclosure. 4.Drywell for pool de-watering shall be installed. 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 minim is in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes: Members Horning, Dantes, Goehringer (Acting Chairperson) (Absent was: Members Weisman(Chairperson , Schneider) This Resolution was duly adopted(3-0). - zr V G . d P. Goehringer,Acting Chairpersfon pproved for filing 6/o / /2015/ Li 0 BOARD MEMBERS �, 0� $Q(/�, = Southold Town Hall Leslie Kanes Weisman,Chairperson d• �� yQ 53095 Main Road• P.O.Box 1179 ,`O , _ 1p Southold,NY 11971-0959 Eric Dantes * * Office Location: Gerard P.Goehringer G " ' 1i Town Annex/First Floor,Capital One Bank •George Horning /Q a���� 54375 Main Road(at Youngs Avenue) Kenneth Schneider ;."COtwo\ �� Southold,NY 11971 01°S0_ http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax (631)765-9064 IECIEDVE D March 10, 2016 *AR 1 1 2014 Paul Pawlowski BUILDING DEPT. RE: Request for de minimus determination,Warlan—ZBA#6876 TOWN OF SOUTHOLD 1145 Jackson Street New Suffolk,NY Dear Mr.Pawlowski: I have reviewed your letter dated March 9, 2016 requesting a de minimus determination in the above referenced ZBA decision. Your proposal to keep the accessory garage with the front elevation of 15'-8"and a rear elevation 16'-10" is shown on the following documents which you submitted with your request: photos of the construction showing all elevations. Based upon the information provided above, I have determined that your requested modification is de minimus in nature because no additional nonconformity will be created since the code permits as of right an accessory garage at 22 feet in height based upon the size of the subject property, and the intent of the original ZBA decision will not be altered. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Building Department. If you have any questions,please call the office. i 1 Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector Scott A. Russell ° � �TcO>RMCWA\TER FFQ SUPERVISOR t o MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 Ny_ �� Town of Southold alp., esti,o e CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) Da A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ ] B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. DM D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑M E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. , F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. _ _ t APPLICANTA (Propel ty Otn ner,Design Professional Agent.Contractor Otheil S.C.T.M. fi. I OOO Date 1 . 11 Dngt NAME IV,\ �() �C-1 C� �, 'Z(.3 r.�- -- Sect BIoc4. Lot ""' FOR BUILDING DEPARTMENT USE ONLY e " Contact information.e'kfis-NA../(Ok4.96,I.1 I N� 30`)P , Reviewed 13. . Date 9 f Property Address/ Location of Construction Work: ,\ppro\ecl foi processing Building Pel mit e�/ f qt5 ((��7 1cfCA -e!� ‘t' Stormwatel Management Control Plan Not Regwl ed 1.J�J ,w�.�r0` 1--, —� 1 1=1 Stormwater Management Control Plan 1,Required trot\v aid to Engineering Department for Re\rev FORM SNICP-TOS MAY 2014 _61 ' • 111 k)4t!. 't ;Town Hall Annex 4 /1 ; Telephone(631)765-1802 .,4375 Main Road c/a .k4yr 1x(631)765- 5 P.O.Box 1179 , 1: ' roger.richertdeoxt .soutf9ioQd.ny.us Southold,NY 11971-0959 0 �•,.w, �,, (A-46•11 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: j / r a __.._..— Date:;2a0Z�0/bf Company Name: i_ _ `f/,/ /1 c Name: License No.: VN—/1/C- Address: O)( a/o UCUQJ —4 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: f g f *Address: //G/(5— *Cross Street: *Phone No.: 6 5-2 ---36e) Re' Permit No.: 4/0-1? 5 Tax•Map District: 1000 Section: Block: .09- Lot: t *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 64 DiSCO (.? q / e • G (Please Circle All That Apply) . *Is job ready for inspection: YE / NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 1,_:0 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION gGao-7,a ev �-- �l , 9) 82-Request for Inspection Form n , k' Date 3M File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint: 114 5 JciNc4 SCTM # \ Y 7-9 o Property Owner:\�r- lQn Phone Address:gb l 'E ViA-h k b fi' ' / NN Lndc- 1 NATURE OF COMPLAINT: 0e,(4" &A/,-at\il 6%-1D-e- 6P 0 • ACTION TAKEN: �. Optional: Complainant: By Phone Mail _In Person • Address Phone: Report Taken By: Date Date Referred to Code Enforcement: -CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: — og,•# *of sout4; Town Hall Annex �� ~® l0 Telephone(631)765-1802 54375 Main Road * * Fax(631)765-9502 P.O.Box 1179 e Southold,NY 11971-0959 iO �� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Michael & Erin Warlan P.O.Box 666 New Suffolk, New York 11956 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1145 Jackson Street, New Suffolk, New York TAX MAP NUMBER: 1000-117-9-8.1 Pursuant to Section 280-153 of the Town of Southold, New York, you are hereby notified to immediately suspend all construction until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit#40135 CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals and the Building Department have issued approvals for all changes. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: March 9, 2016 Are Peter Doherty Code Enforcement Officer IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. The offsetsmenor re dimensionslashown from structures thito the propertyflinesoare for a specific purposet andr use,yandprepared therefore,are not intended to guide in the erection of fences,walls,pools,patios,additions to buildings and any other construction Subsurface and environmental conditions were not examined or considered as a part of this survey Easements,Rights-of-Way of record,if any,are not shown Property corner monuments were not placed as a part of this survey Certifications on this survey signify that the survey was peparein accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc The certification is limited to persons for whom the survey is prepared,to the title company,to the governmental agency,and to the lending Institution listed on this survey Said certifications indicated hereon are not transferable SUFFOLK AVENUE - r NEW S - _ - ,00�� E 405.60' 506.93 T__ S 7834 N \rj • in o N \ \ . — _ — +19.7 �\ Z j0,3 +296 TAX 1 STORY F 37, 30 35.0' :4132 LOT GARAGE +30.1 RD 24 2' ROG.F.= 31.9O' rnRIDGE=47.9' 7N o 312 24331.2 39.9r Jt` I,. 31.0 +31.7 313 31.2 1QO i ��1 31.3 I— #1145 31.8 31.7 Q / JACKSON STREET 110 32.0 In F— I I 32.3 0l S / ' 1 5 .401" J II�V F-'1 I �fJ IC) �„ +32.0 N ' E c� iS 78.34 00 t - 31.82032.11 ' ' 31.7 ; 31.9 3AM -10 o 1.1.3 I 1 r a ' '1 > NOTES ' ce 1) ELEVATIONS REFER TO NAVD OF 1988. d' / 32 32.2 - 2) THIS LIMITED SURVEY WAS PREPARED FOR USE IN OBTAINING A CERTIFICATE OF OCCUPANCY FOR THE GARAGE, N 9 ' w J NOT ALL SITE IMPROVEMENTS AND FEATURES ARE SHOWN. 1, z 1 3) SUBSURFACE UTILITIES AND STRUCTURES NOT SHOWN. 00 \ (0 w {— J J O Z CO Q 32. ir.„ 0 I - i\S* r \ LI 12f? K,..‘ to 32.4 In V7 Date Revision 327 Tax Map: DISTRICT 1000 SECTION 117 BLOCK 9 LOT 8.1 3y733t •• • , Ageif PINNACLE ___ _ _ _ _ _ _ 1=1111 •=1•1111••N 74'24'20” W 445.10' X GATE x ' LAND SURVEYORS L L'bF 332 4155 VETERANS HIGHWAY,SUITE I I 631 648 9273 327 RONKONKOMA. NEW YORK I 1779 WWW PLSLI.COM 331 02016 PINNACLEtaNOSURVEYORS LLP 21ECEDVED JACKSON STREET FINAL SURVEY for GARAGE APR 2 0 2016 SITUATE NEW SUFFOLK BUILDING DEPT. TOWN OF SOUTHOLD SUFFOLK COUNTY,NY .<t� OF�7_oTO ®� Date unaumonzed alteration or addition to this survey Is a v oianon 2016 of Section 7209,sub dmvon 2,New York State Educationw La APRIL 5, Scale 1"= 50' Sheet No. .c.,s' l 1 of 1 �/ Project No Copies of this survey map not bearing the land surveyor's 160113 embossed seal and vgnatur shall a l not be considered to be a tVIEW: Nand 1 MOVE WINDOW It 28'-O" 27,-9„ CONT RIDGE VENTING _ 1/2 COX PLYWOOD CEDAR SHINGLE ROOF r '5'--3�-0 ' p'"�'i 18' +" — 3068 26411 Z 2"X 10"DUG/FUR RAFTERS r -1 ^ - — -- _ r A I= 4' X 12"MIGROLAM RIDGE A A �� � —1i Ip I U a. , 2"X b"COLAS TIES 5"'0/C OW 2"X 10"CEILING JOISTS 16"0/C I t' I W 1 J CO U� - - - mo < W 0'-2" ow .. `}'-2 ---)-IO'-1" 4 FT PLYWOOD (n UJ STORAGE — F I > 9ft GARAGE DOOR �L I I r W I 4FT HANGING STORAGE _ Q CEDAR SUFFOT 2" X 6"STUDS 16"O/C -o-- I — b — _ O MATCH MAIN HOUSE N i N N I I I N tY CEDAR SHINGLES� ( I m MATCH MAIN HOUSE I 2 1/2"CDX PLYWOOD \ 2"X 6"CCA SILL TWEK HOUSE WRAP 1/2 ANCHOR 6OLT5 I I I 8"FOUNDATIONS WALL A 4"CONCRETE SLAB FLOOR i GRADE 8"BELOW FOUNDATON / E8 GRAD I - i'' COMPACTED GRAVEL FILL R I t UDERSLAP) 1 _ Z o r L I J Y r -� — \ Ir, J CROSS SCTON, L L _J 0 1- rt REMOVE WINDOW K1- Z 27-9" > E 28'-O" o IL X v OLiNDAT1ON PLAN FLOOR PI AN LU o U . III Z a� rZ� o Z<DA:. D � rZ ID KdIli - K Z A II 1 1 IRO 11 f I _ I . 1. 1 1 1 1 1 . 1.. ... 1 .. 1 1 - 1 - 11i1 ilri 1.. 1,. 1. i iI1 : 1 . 1 1 ,. 1 � CT I I I 1 ( f L I I L I I II 1 1 '1 [. .1. 1. 1. l, 1, 1I 1 1 I 1 1 1 I IL LJ _ I_ I_ I_ _ 1 1 _[ _ 1_ 1 1 1_ 1 L l_ l _ 1 _ 1 _ .1 1Ir . 1 [ 1 1 Ii 1 1 1 1 1 1 1 1 1 1 I 1 I1L _ _ _1. 1: : 1 : 1. ( . I., I1 _ 11 _ .. -1 -I _ . I I . I I : I : I : 1 1 i I H ' H 0 / co 0 X o HHnMuu - M®®�®n0 ®®®®®® I u u-) 1.— Ea ,Asu :r - ,,.• j z 0 1 . ALL GONSTUGTION PROCEDURES AND INSTALLATION MEET--0---- EXCEED NYS CODE DATE: 2. DEPTH OF FOUNDATION 1 1 5 COMPLETED AS DETAILED ON PL NSqu\r- 6/20/16 3. NAILING SCHEDULE IAIAS COMPLETED AS DETAILED ON PLANS Elevation 4. ALL STRAPPING NA5 COMPLETED AS DETAILED ON PLANS SCALE: 5. ALL AMENDEMENTS ARE NOTED AND APPROVE ,,K, y:1 -1 FT p\.. ECEDVE ----- 4,:51* . 1s : SHEET: - JUN 2 1 2016 F�,, 60 rro \ �4©FRorEss0,,cz1 F- i BUILDING DEPT. TOWN OF SOUTHOLD , . , - - - - - - - -• - .- - - - - - -- • -- - • - - --- - - - - - - - - - --- • --- • - - -- • - - - - - - - - • -- -- - • - - • - - - - - -------. ------- ------.. -- - - . -.- —- .. - - --- - - ..- .- -- ....-- _ , . . ._I ..1.4 / 4. / . 1. 1 \ CONT KII:N=3 vnivriNG I . 1 , Alik\ . . I 1 Ell , \ ME.TTL ff..Koori N6,5Y5TDA MATCHj NG MAIN HO L.I.5 E. .iimmommosh. \ ttrincvEDt.r:, Ncv.:76,7)51:: ,_ ,, DiATEq ols--B, .. . . _ .,.. 7„. . . . . II, 1 I NOTIFY BUILDINC1 IX:PAi.1 I I.ENT AT . Czac) wsl. mil . . • . I ---, ...•, . 0 • 4 it3/4%, , ff i FOLLOWING It.ISPEC;TIONB,: .-: . . 1 " )\\1•\\\\ 1. FOUNDATION - TWO REQUIRED . • A 1 \\\ ______,------------------ 1,, - f. • .411111111111111111111 III i 11111111116 \ \------ N \ \\ FOR POURED CONCRETE : . .+ • , \ T------•--.____ I a•X l'COLAR TJ E.5 16'0/C. 2. ROUGH - FRAMII IG & PLUMBING Mff-TAL KOOF MATCH HOLI 5 \ a'X s'CEJUNGJOiSTS f.'0/C 3. INSULATION • I \ i . i , , \ 1 1 \ 4. 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W41:4,.....:H-2"---,--__,------61KAP Es'bEL016/1"OLINDATOt4 ...-... 41 . ---•.-- ' . • G.]:r ! • COMPACT .P6r-AVL riLL Z -4. . , L C..11X-K 5LA15 ...->ici., OCCUPANCY OR li:1 "f7': IS UNLAWFUL . . i. 1. E.... li ::.,:,._„... 17 ki igksia...... ‘. L. „, -_ p . ,„ . 1 . ..:.. . .. — — . .” -=, ., Milt ',,),71-1-10UT CERTIFICATE _._ . . • F , .., - . . ' . Sr. ;'---• i . 1 •,,, . .• ._ ,, „ .. , - ., , . —• • -r - ... ... . . . „. , _ ,_ '--- _ „ : - . _ .. . . . . . • -----' ilL• ' - : .---... ,•, '-' ': '''- '` ' -' '- - --' • 0 OCCUPANCY - . • - ,. 111P-' :. -- .. - _ . .' .f _ , - • 0: 111,_ . ., • 1 . . . • - . _ -:__ -, ..+1:- :; '•: Alli - T -"- -- : '' , - - , _ _ , . ‘ ,, . -_. • . 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I '' • .. . i IMSOCOOMPANi __-------- -- ------- -- IMENSICINED WOOD FRAMING NOTES; WOOD EAaENERS NOTES: - -- -- 1 THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED 1 WOOD COMPONENTS ARE TO BE FASTENED TOGETHER AS INDICATED IN THE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - - AS FOLLOWS: FOLLOWING SCHEDULE UNLESS SPECIFICALLY INDICATED OTHERWISE ON — SUBJECT TO DAMAGE FROM I rt: SHEILD MOOD AIR INT NAILING SCHEDULE TABLE 3.1 THE PLANS. GROUND WIND SEISMIC n JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING I DESIGN 1.",3 LAY) ENT HA ZZARD FRE NG � !� r , L N � DESIGN FROST LINE � v I • 0 JOISTS AND RAFTERS: DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH SNOW TSP REQUIRED INDEX ROOF FRAMING r NORTH), NO. 2. P'4!Ll1�y;�QtJF.I?S!� LOAD SPEED (MPH) CATEGORY �i'EATHERING � DEPTH TER ITE D-CA, 3-8d PER RAFTER TABLE 3.4 COLLAR TIE ATTACHMENT i ( 9L!A!dlDL - �- RAI RAHER TO TOP PLATE (TOE-NAILED) J Fb (BASE) = 850 PSI, SLIGHT CEILING JOIST TO TOP PLATE 3-8d PER JOIST ROOF PITCH ROOF SPAM (FT} I PO E = 1,600,000 PSI �ONNECTPGN /� �SI SIT` '� OR SPACING MOD. TO MODERATE TTO11. YES NO 452 Vel CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3,7 EACH LAP 11Ompt' 120mph 20 PSF 120 MPH C SEVERE 3'-0' HEAVY MODERATE CEILING JOIST LAPS OVER PARTITION FACE-NAILED) SEE TABLE 3.7 EACH LAP 3:12 12 4--10d 4-10d STUDS: DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH STUD TO SOLE PLATE 8D COMMON 4 TOE-NAIL OR '�' 16 5-10d 6-10d 16D COMMON 2 END DIRECT COLLAR TIE TO RAFTER, (FACE-NAISEE TABLE 3.4 PER i.E (NORTH), STUD GRADE. BLOCKING TO RAFTER (TOE-NAILED)) 2-Bd EACH EIID 20 6-10d 10 s-',o Fb (BASE) = 650 PSI ° 110 MPH, EXPOSURE C RIM BOARD TO RAFTER (END-NAILED) 2-16d1EACH END 32 $-tn�d s E = 1,400,000 PSI STUD TO CAP PLATE 8D COMMON 4 TOE-NHL OR 160 COMMON 2 END DIRECT FRAMED BUILDING I FALL FRAMING 3sMIL PEI/ 2 THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS DOUBLE STUDS IOD COMMON. 13" O.C. DIRECT MEAN ROOF HE'GHT > 30 FLEE t . TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d PER FOOT 4:12 12 3-10d 3-10dg us IS EdASED ON THE LUMBER HAVING A MOISTURE CONTENT AT THE TIME OF BUILDING ENCLOSED TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH SIDE 16 4-10d 4-10d INSTALLATION OF 19% OR LESS. CORNER STUDS 16D COMMON 9" O.C. DIRECT ROOF JOISTS SPACED 16"OC Eml �_ STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. 20 6-10d 6-104 "CROWN" 16D COMMON 8" O.C. DIRECT HEADER TO HEADER (FACE-NAILED 16d 1610.C. ALONG EDGES 24 •5-10d 6-10d 3 JOISTS OR RAFTERS ARE TO BE INSTALLED WITH UP (I.E. POSITIVE SOLE PLATE TO ° ° } 28 6-10d 7-10d CAMBER) AND WITHIN 1/2 INCH OF STRAIGHT, END-TO-END ALIGNMENT. JOIST OR BLOCKING - TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD 32 7-10d 8-tod ___ + 3-16d PER 2X6 STUD 36 B-10 4 SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER DOUBLE CAP PLATE 10D COMMON 16" O.C. DIRECT ,� �. A-ITAC�IM•IDT �T'ELE 3.8 ROOF SHEA HI : 4-16d PER 2X8 STUD 612 12 2-104 3-10d SHALL NOT BE USED. 3 - BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d ' PER FOOT 16 3-10d 4-10d CAP PLATE LAPS 100 COMMON 2 DIRECT �I•xI� - 'Aq`a: 24 4-10d 4-t0 5 NOTCHES IN THE TOP OR BOT70M4 OF DIMENSIONED LUMBER JOISTS OR ,� 9i ATl.,rG LQCA� FC', 0d HAttS tr) MOIST OR BLOCKING (FACE FLOOR ) 24 5-10d 6-lod RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT I RIM/BOX JOIST TO 160 COMMON 3 END DIRECT 0 11G°- '11�'" ' �� 3 FLOOR FRAMING 28 6-10d 7-10d BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT A JOIST END �� F JOIST TO SIL, TOP PLATE OR GIRDER (TOE-NAILED) 2-16d PER MIST 36 6-10d' 7-10d EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE e F 4'PERI°rETETt ITS Za`i' 6 El ICI MI tezi G TO JOIST TOE-NAILS 4-16d EACH END 6:12 12 2-10d 3-10d WITHIN 2" OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR DIAMETER ROOF RAFTER 10D COMMON 4 TOE NAIL TO PLATE 1 INTEFdCY7 ZONE BRIDGING ( ) SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH. GABLE ENO ALL RAKE l BLOCKING TO JOIST (TOE-NAILED} 2-16d EACH END is 3-SOd� 3-104 liami 20 3-10d 4-10d ROOF RAFTER 16D COMMON 3 END DIRECT OR BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 16d EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 2-16d EACH JOIST 24 28 4-10d 5-10d 4-40d 6-10d IAMINATFL�Q NEER t UMB1 R AND PARJIEL STRAND LUMBER (PS ) NOTES; TO RIDGE 10D COMMON 6 TOE-NAIL E -NAIL SPACING AT PA)ia Ewa(IN.) F- NAIL SPAC#IG AT I?;Iu<EUA7ItTS it;JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-16d ' PER JOIST 32 6-10d 6-10d 1 LAMINATED VENEER LUMBER SHALL BE "MICRO-LAM" AS MANUFACTURED BY JACK RAFTER 10D COMMON 4 TOE-NAIL OR THE Pd$EL F NT HAND JOIST TO JOIST (END-NAILED) 4-166 PER JOIST 36 6-104 7-tOd - TRUS JOIST MACMILLAN, "G-P LA.M" AS MANUFACTURED BY THE GEORGIA TO HIP 16D COMMON 3 DIRECT R FtXL ROOF E PA.NEIING ?TE , fPEi OF WE PETER BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d I PER FOOT 7:12- 125 12 2-lcd 2-1 d PACIFIC CORPORATION OR "GANG-IAM" AS MANUFACTURED BY THE LOUISIANA F2 OF Tris ROT,I CI`=0:'!a 4 F' T ON I l Si S0E OF 16 3-10d 4-10d PACIFIC CORPORATION. PARALLEL STRAND LUMBER SHALL BE "PARALLAM" AS FLOOR JOISTS TO 10D COMMON 4 TOE-NAIL TEE ROOFOPEAK, THE 4 RV FERNETER ZONE ROOF SHEATHING 20 4-10d 4-104 SILL OR GIRDER 24 4-f0d 4-tOd MANUFACTURED BY TRUS JOIST MACMILLAN. r ATTACWME'1T REQtr!I�1�It S°A'...t'�UM . ,_.,.., ... STRUCTURAL PANELS 8d PER TABLE 3.8 4-1od 6-1od l- 32 5-10d 6-10d 2 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS SHALL BE AS EDGE FLOOR JOIST 1OD COMMON TOE-NAIL 8" O.C. CEILING SHEATHING 1 36 15-10d 6-10 FOLLOWS: TO SILL GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" RED CEILING JOIST 160 COMMON 3 TOE-NAIL Fb = 2600 PSI WALL SHEATHING EQUIVALENT BASIC IND SPLLDS TABLE301.2.1.3 Fc = 2310 PSI (PARALLEL TO GRAIN) TO PLATE IV Fc = 650 PSI ( PERPENDICULAR TO GRAIN) CEILING JOISTS [ ] PER TABLE 3.9 3-SFC(�{0,GUST 900 106 1110 120 126 930 140 Fv = 285 PSI LAPS '10D COMMON 4 DIRECT ----._--. - ---- - r-1 • STRUCTURAL PANELS " 18d " 6" FASTUT �33 I85 190 100 1061110 11201 (OVER PARTITION) Z►'� FIBERBOARD PANELS (7/16 } 6d 3 EDGE / FIELD E = 1,900,000 PSI PLYWOOD Si-UTTERS: GYPSUM WALLBOARD 15d COOLERS 7" EDGE / 10" FIELD CEILING JOIS1S 10D COMMON 5 DIRECT CiD ` HARDBOARD 8d PER TABLE 3.9 TO RAFTER I. ALL WINDOWS AND EXTERIOR DOOM TO , 1 PARTICLEBOARD PANELS 8d PER TABLE 3.9 COLLAR BEAM 100 COMMON 5 DIRECT HA' 1 6" �F` M 0 0 WALL SHEATHING TO RAFTER 1 PLYWD.SHUTTER FABRICATED AND LABELED I EACH 4.4 SHE T 11G PANELS NOTES: WINDOWS AND DOOR a.THEY ARE TO 13E FASTED TO ALL WINDOin AND DOORS PER TABLE 8301.2.12 BELOW.SI -TER6 ARE TO '4 1°C- 4- TABLE STRUCTURAL PANELS - 1 OR LESS 18d 6" EDGE / 12" FIELD BRIDGING TO JOISTS 10D COMMON 2 DIRECT STORED INSIDE IN ACCESSIBLE PLACE ARID LABELED FOR �'+ 1� 1 SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SiaALL 8D COMMON 3 TOE-NAIL TABLE 3.2A SIL OR BOTTOM PLATE TO FOUNDATION CONFORM TO U.S. PRODUCT STANDARD PSS 1, AND BEAR THE APA GRADE- EAC4-1 WINDOW AND DOOR.. BOLT TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY PLYWOOD PLYWOOD ROOF AND 8D COMMON 6" 0.C. EDGES T, J_ 1@3®12.12 .� ANCHOR CONNECTIONS SHALL BE USED ON FLOORS. I WALL SHEATHING 10" O.C. OTHER LUIND�BR301. DEBRIS PROTECt!'J1q! FASTENING AGI-3 i.SL D BASEMENT/CRAWL SPACE 5/8'ANCHOR BOLTS 3'-O OC SPACING 2 SHEATHING PANELS FOR FLOORS ROOF AND WALLS SHALL BE APA RATED PLYWOOD SUBFLOOR 8D COMMON OR 6" O.C. EDGES WOOD STRUCTURAL PANELS+ 1 � SLAB ON GRADE 5/$°ANCHOR BOLTS 2'-�O.0 SPACI"fG SHEATHING, • EXPOSURE 1, WITH A MINIMUM SPAN INDEX RRATING OF 32/16. (3/4" OR LESS) 6D ANNULAR 10" 0.C. OTHER �— FASTENER SPACING i ` �.pd PRROVIDE 3'SQUARE WASHERS,ANCHOR BOLTS TO BE PLACED 6'TO 12' SEE ARCHITECTURAL PLANS FOR THICKNESS. ' r-t 4 FOOT xr�AN 6 FOOT SPAN >� FROM END OF EACH PLATE SECTION (GREATER THAN 3/4") 100 COMMON I 6" O.C. EDGES MD FASTENER PANEL SPAN <PANEL SPA!.; <PANEL SPAN 3 SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE ' 10" O.C. OTHER I • rt x GRAIN PERPENDICULAR TO SUPPORTS AND CORITINUOUS OVER TWO TYPE s 4 FOOT s 6 FOOT <0 FOOT i BRACING WALL PERIMETER EEG.NAIL SPACI ICS 6 0C OR MORE PENDI SPANS. c 2 NAILS AND SPIKES SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN FEDERAL SPECIFICATIONS FF-N-105B. PNEUMATIC OR ELECTRIC 2 1/2II of216" 1211 3" 4 WALL SHEATHING AND FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING POWERED HAMMERS TYPICALLY UTILIZE IJGf ITER GAGE FASTEFNERS AND L00OD 3Gi�IJI MEMBERS WITH CONS IItUCTION ADHESIVE SUCH AS PL200, LAID IN A 'NORMALLY REQUIRE ADDITIONAL FASTENERS TO BE INSTAI I FD. CONTINUOUS 1/4 INCH WIDE BEAD ALONG THE MEMBER LENGTH. FASTENER SPECIFICATIONS MUST BE SUBMITTED TO THE ENGINEER FOR 2 SII �8 16" 16" 12" t APPROVAL PRIOR TO INSTALLATION IF POWERED HAMMERS ARE TO BE WOOD SCREWS • 5 AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING SHALL USED. TABLE 3.3 ROOF RAFTER CONNECTION REQUIREMENTS FORBACKED SPECI IED PANEL EDGE NAILING BEEN STUDS TO PROVIDE BACKING a.THIS TABLE IS BASED ONN 110 MP1-1 WIXE, SPEED'S ALD 33-FOOT 'SN ROOF PEN ?T.. REQUIRED CAPAgTY OF CONNECTION U■ x LOAD 3 LAG AND WOOD SCREWS SHALL COLIFORM TO ANSI/AS IS STANDARD 818,6.1 b.FASTENERS 31-TALL BE INSTALLED AT OPPOSING ENDS OF WOOD STRUCTURAL PpNEI. ROOF SFAs I U L S L.SPEAR L LOAD - 19.81. 12 FT 264 235 280 ( ���R! f' a,NAILS SHALL BE 10d COMMON OR Y,td BOX NAILS. 1 gegi 16 325 5■SPEAR LOAD 4 BORED LEAD HOLES FOR FASTENERS SHALL BE AS FOLLOWS. d.WNE1E SC1MWS ARE ATTACHED TO MASONRY OR MASONARY'/STUCCO,THEY S;-LOLL SBE 16'00 SPACING 20 386 (PARALLEL) . ATTACHED UTILIZING vieR,ATI'oN-i SISTANT ANS HAYING A MN.ULTIMATE 24 447 A NAIL AND SPIKE LEAD HOLES ARE NOT REQUIRED UNLESS TO PREVENT WITHDRAWAL CAF4ACITY OF 430 PONDS. 22 32 570 70 SPLITTING OF WOOD. IF REQUIRED, LEAD HOLE DIAMETER SHAL_. NOT • EXCEED 751; OF NAIL/SPIKE IDOMETER. 'Z . 36 632 %v.' @ WOOD SCREWS - LEAD HOLE DIAMETER EQUALS 7/8 OF UNTHREADED SHANK DIAMETER IN CONNECTED WOOD PART AND 7/8 OF DIAMETER AT (12) 9 . • ROOT OF THREAD IN WOOD RECFiVING THREAD. TABLE 3.7 RAFTER/CLC JOIST VEIL JOfM};T CONNECTION -- U C LAG SCREWS - LEAD HOLE DIAiJcTER EQUALS SHANK DIAMETER FOR RAFTFJ� REQ`� NU.�BER OF RCd ls PER EXTENT OF UNTHREADED SHANK, AND 60% OF SHANK DIAMETER FOR , 2 o t.... . • SLOPE NTopoli A U THREADED PORTION OF SHANK. - - -- te: Z C-ci ' — R00F SPAN ( —rte D THRU BOLTS - LEAD HOLE DUAVETER 1/32" TO 1/16" LARGER THAN , 12 20 28 36 _ _ —. �__, 3:12 6 8 0 l r 1 114"x 20 ga. STEEL STRAP EVERY RAFTER NOMINAL BOLT DIAMETER. - _ €*'' -- 4:12 0 6 11 % (8)Sd lNP.ILS EACH END 5 INSERT THREADED SCREW TYPE F.U"TENERS BY TURNING WITH ::) t!:1 7:12 © 6 0 9 AG SCREWDRIVER OR WRENCH. DO) NOT DRIVE BY HAMMERING. FACILITATE - -- la • 7:12 6 A INSTALLATION BY PLACING SOAP OR OTHER LUBRICANT ON THREADS. - — -- _ 1'12 Irsil©�� 6 PROVIDE STANDARD ROUND WASHERS UNDER THE HEADS OF ALL THRU 4. ; �� +'dx'� �"►EQUIV12:12 3 00)0 ��EQUIVALENT NA!uNG PATTERNS ARE PE=JLRED BOLTS AND IAC SCREWS AND UNDER AL1 NUTS UNLESS OTHERWISEFOR CEIU)3G JOIST TO CEILING JQIST LAP ' SINDICATED ON THE PLANS. TIGIHT N FASTENERS WTT'rlOUT CRUSHING *ZWSE-'4W-ZMkSi,4 -:. . +� — — — — — - `- _- -_ _ — — — _ ___ — _ __ Y— — — I WOOD FIBERS UNDER WASHERS.. TABLE 3.9 WALL SHEATHING ATTACHMENT ` I 1 IdAX�IJM NA SPACING SHEATHING LOCATION FOR 81 CO N.' .AILS • PRES ffY L FATmFD lU i4tTER FASTNERS & COtEINEGTORS NOTr: II I • 110 mph Ni, 120 mph `,Nt /4,..._ H10-2 TYPICAL ROOF CEILING FRAMING • ALL CONNECTORS, FASTNERS AND HARDWARE IN COWACT W/ PRESSURE TREATED �QO© ACCEPTABLE RAFTER OR TRUSS LUMBER TO BE EITHER TO BE DITHER HOT DIP GALVANIZED OR 4' PERIMETER EDGE ZOirE ®©® ji Simpson Strong-Tie STAINLESS STEEL #304 .AND #31 6, INTERIOR ZONE ® �' Rafter to Top Plate @ 16"OC USE ONLY HOT DIPPED GALVANIZEC FASTENERS R HOT DIP GALVANIZED I CONNECTORS AND STAINLESS STEEL HAr2D 'ARE Tfli STAINLESS SItEL E-NAIL SPAgNG AT PANEL EDGES ON.) CONNECTORS. DO NOT MIX EITHER TOGETHER O. EARLY FAILURE WILL F- NAIL SPACING AT INTIa U�1ATE SUPPORTS IN OCCUR DUE TO GALVANIC ACTION BETWEEN STAINLESS STEEL AND THE PANEL FIELD HOT DIPPED GALVANIZED STEEL FOR.:LL SiEATHING yIITNIN 4FET OF THE CORN�E�RRS, • • ' 4 FOOT EDGE ZOIyE ATTACiii1ENT REQUIRD4EyTS SHALL BE USED H2.5(2) --- ---_- - - �1 LTS/MTS 12 ��� `_ RSP4 �'` - /12/2 }1, i ACCEPTABLE TOP PLATE Simpson Strong-Tie RESIDENTIAL. CONSTRUCTION DETAILS Top Plate to each Stud r NO SUBSTITUTIONS: ALL FRAMING HARDWARE SHOWN ON THESE PLANS, _ 1 ' INDICATED, IS SIMPSON STRONG-TIE. SCALE UNLESS OTHERWISE IN - r j PHDS NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. .v/threaded rod DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO @ALL CORNERS I q THE OTHER COMPONENTS OF THE STRUCTURE, ANY FRAMING y. vIP>a" ft -= WILL RENDER THESE PLANS N - NULL ANDAREVOID, ANSUBSTITUTIONSW 4 kl t I ' NULL AND ALL RESULT IN THE INSTALLER/CONTRACTOR " I ASSUMING RESPONSIBIUTY FOR THE DESIGN AND � 'i _ _ _ PERFORMANCE OF THE ENTIRE SYSTEM. I e? I.. � ,- � 7 , , , _1/4„_. _ '�. `+: , pAGE CONNECTORS TO BE AT 16"THE ST ORvp,„„,L,..„1*17, 0}.. - — — — — — — — — — — -- --- — -- — — .— — '� - 12" O.G. DEPENDING ON THE: STUD OF JOIST SPACING �*,. � — �. 518"DIA ANCHOR BOLTS H . +9 @ 36"0C(12"FROM CORNERS) ' / PRESSURE TREATED LUMBER FASTNERS & CONNECTORS NOTE: PROVIDE 3x3"BASE PLATE EA.ANCHOR BOLT H8l1411111\.• / �r - AL CONNECTORS, FASTNERSI AND HARDWARE IN CONTACT Wjj PRESSURE TREATED ACCEPTABLE / CONTINUOUS LOAD PATH DIAGRAM _711.36" LU BER TO BE EITHER TO BE EITHER HOT DIP GALVANIZED O'R STAINLESS STEEL #304 AND #316 Simpson Strong-Tie • • , , ' USE ONLY HOT DIPPED GALVANIZED FASTENERS WIT HOT DIP GALVANIZED Sil!Plate to Foundation NO SCALE CO� ECTORS AND STAINLESS STEEL HARDWARE WITH STAINLESS STEEL @ each stud COPi ECTORS. DO NOT MIX EITHER TOG THR OR EARLY FAILURE VLt •• I . _ ::: p STAINLESS STEEL AND OCC DUD GALVANIC STEEL BEEN EEN SLAB FOUNDATION . ik.I 1 . ., .„.,..f. HOT DIPPED GALVANIZED STEEL TYPICAL S�A�. ON GRADE I N / 4:',6i-i"."11::',,'INt:s°07, 1 .a`,._ 1/ " / rs cy .s'..,.\\,,,,,,_____'). ,Cl