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HomeMy WebLinkAbout40404-Z 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. f`"zo Yo q` Z; Check...... Septic Form .. ......... N.Y.S.D.E.C. Trust ees C.O. �Tcan=�. 0 P� Pemilt Examined 20 Single&Scparate Storm-Water Assessment Form ta": Approved 2 JAN 8 2016 Mail to: ,ed Disapprov4edc 15 Phone: ! r ............ ,-4-7— Expiratio 20_/__ 6SD Building T1TrP_,6­Ctor ;L Q. i d,A, PPLICATION FOR BUILDING PERMIT Date 20 .......... INSTRUCTIONS a.This app4tation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accu 3Aie plot plan to scale.Fee according to schedule. b.Plot pdo 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 shat I 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, 1Sig Tature of It licont or name,if a corporation) 11N ............................ (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises 1 eT6 K_ CO L- ....................................................................................... (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: 1 ,0 qV N4 House Number Street Hamlet County Tax Map No. 1000 Section _Block,� �l "Ui 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 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair_ Removal Demolition Other Work (Description) 4. Estimated Cost " G'a Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 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 Rear Depth Tight Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories i t t 8. Dimensions of entire new construction:]"Front; �� Rear io 41 pth 2 Height 24 Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Formef Owner Ar L, 91111`,x,,I 11.Zone or use district in which premises are Situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES®NO "" Will excess fill be removed from premises?YES—NO.______w 14.Names of Owner of premises (� t 14ddress Phone No, Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of tidal wetland or a fi°eshwvater wetland?*YES NO *IF YES,S011THOLD TOWN TRUSTEES ate,D.E.C.PERMITS MAY BE REQUIRED, b.Is this property within 300 feet of a tidal wetland?* S 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 i5 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 ........... being duly swum,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 perforin 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. S�porn to before me this r day ofiw;t,L✓4'._. 2011-') i j, 0. BUNCH Notary Public Notar P York Signat e fApplicant "0.01"186050 to 2)C r 1'14,2, _,.. Scott A. Russell ST01KMWATEIK SUPERVISOR f sour LD TOWN HALL-P.o.Box 1179 5 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER rrO BE COMPLETED BY THEAPPLICANT ) .,a ���„ .... .., DOES THIS ]E'Rf$.Il;t:T IN'%,'OL,y L' .ANY OF 1111E, lF'OL ONVING- I Yes No (CHECK .ALL THAT A.Il➢PLr, . Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 8', Excavation or filling involving ore 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 uw4100 feet of horizontal distance. Site preparation within 100 feet of wetlands, beach, bluffr coastal ,.emsion hazardarea, Site preparation within tone-hundred-year f loo lain as depicted .on FIRM Map of any watercourse. El Installation f 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 o impervious surfaces. If you answered NO to all of the questions above, STOP! Cwnplete 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 mmm ore of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with yourBuilding Permit Application. APP ILS' '.. er fl Profmr onad Agent,a;ogtraCTOP Other) &C.1.1V1. .. 100 Dmnct rr�u Sectuorn Block Lot II FOR ui.P iLIANG iATAR i MLIN1 1. USFI ONLY "' i Contact hntivrrrnutiTxa Reviewed eri i3 : ............... .. ..'_.........._._._.-.-...-.—.-......-.-......_. Dat I�r ger .A clre� A l...aycatlon of Construction rIl Work: _ — —, _ .....— _ w r1�pprowed foo-processing Building Permit. — — — Storrnwater Management Control Plan Not Required. � C C°-.rl _ Storatcr Management Control Plan is Required, rn�a (Forward to Engincedng Department for Review.) FORM # SCP-TOS MAY 2014 � Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING D PT T ®TICS OF UTILIZATION OF TRUSS TYPEC T TI WOOD CONSTRUCTION / TIMBER CONSTRUCTION ®ate: /' G. [ Owner: rCo C-0 LA4'JkJ Location of Property: 1-0 0, oAl 7 Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or perfo ed at the subject property reference above will utilize (check applicable line): -.0101 Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing® including girders and beams (F) Roof framing ( ) Floor and roof framing (F ) Signature: .. Name (per n ubrnitting this form): Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,^Chairperson , 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning ` 54375 Main Road(at.Youngs Avenue) Kenneth Schneider Southold,NY 11971 http://southoldtown.northfork.net D Q . ZONING BOARD OF APPEALS YC2 63. 2 TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 buthold Town Clerk FINDINGS;DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 17,2015 ZBA FILE: 6897 NAME OF APPLICANT: Peter Cocolaras PROPERTY LOCATION: 1095 Hyatt Road Southold,NY. SCTM#1000-50-1-14 EARA 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. 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. P QOI°ERT" FACTS/DESCRIPTION., Subject property is a conforming 2.15 acre parcel located in the R40 Zone District.It is improved with a one story dwelling with attached garage. It has 300.73 feet along a 20' private right of way on the eastern property line, 243.01 feet along a 15' right of way on the northern property line, 311.97 feet along the western property line and 349.37 feet along the southern property line as shown on the survey dated May 29, 2012, revised July 8, 2015 prepared by John T. Metzger,LLS. BASIS OF APPLICATION: Request for variances from Article III Section 280-15 and 280-15D and the building inspector's Notice of Disapproval dated September 29. 2015, amended October 28, 2015 based on an application for a building permit to construct an accessory garage, at: 1) location other than the code required rear yard,2)dormers at more than the maximum code allowable 40%of roof width. RELIEF REQ TESTED: The applicant requests a variances to construct an accessory garage in the front yard where the code requires a rear yard location and roof dormers exceeding the maximum code allowable of 40%. AME DIID APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on December 14, 2015 submitted a plan removing the proposed roof dormers, which removes one variance request and brings the plan into more conformity with the codes. ADDITIONAL INFORMATION: Several neighbors were at the public hearing with concerns. Page 2 of 3—December 17,2015 ZBA FIIe#6897—Cocolaras SCTM#1000-SO-1-14 FI,N!2-rNGS OF FACT/RE ASONS 'Cl BOARD ACTION The Zoning Board of Appeals held a pubfic,hearing on this application on December 3,2015 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,Lr aw 267�b(3)(b)(1). Granting the relief as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Accessory garages are a common accessory to residential dwellings. The property has tw6 front yards and the rear yard area is too small of an area for the: proposed structure. Any other area on the property is sloped. The accessory garage will not be visible to surrounding properties. 2. Town Law 6267-b(3)(hj(.2od, The benefit sought by the applicant can be achieved by some meth feasible for the applicant to pursue, other than an area variance. The applicant removed the original request for dormers which eliminated one variance request, The property is constrained by the two front yards and the proposed front yard location is the most suitable since:it's,the flattest area of land. 3. Town Law X267-b(3`)Lb)(3). The relief as amended herein is mathematically substantial, representing 100% relief from the code. However, the applicant eliminated one variance request. Due to two front yards the proposed location is the most practicable and the accessory garage will be screened with landscaping. 4. Town Law 267-bL3)fb)(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 Grant of the relief as amended is the minimum action, necessary and adequate to enable.. I the applicant to enjoy the benefit of an accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the Community, ELSQLUTIONOF 11- �'LE BOARD: In considering all Qf the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Weisman(Chairperson), and duly carried,to GRANT the variance as AMENDED, and shown on the Architectural drawings labeled pages 1.1(2nd floorplan) 24X28 Legacy Garage, 1, floorplan, 2 frontview, gableviewl, 4 backsideview, and 5 gableview2 all dated 8-6-2015 prepared by Sheds Unlimited. 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. Page 3 of 3—December 17,20I5 ZBA NOUN—Cocolaras SCTM#1000-50-1-14 Any deviation from the variance(s) granted herein as shown bn the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconfornfifies 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 otherfeaturesas 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 oftonconformity. Pursuant to Chapter 28.6-146(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 Weisman (Chairperson), Schneider, Dantes, Goehringer. Member Horning was absent. This Resolution was duly adopted(4-1). Leslie Kanes Weismafi,Chairperson Approved for filing/� 1 /2015 S URV T AT N'ro/F ('t 1 G11V t) yJgR� ;>ATF 0 ,K 1006 €, 4 76 qN�T M d pc°v tn<ar r W gEeN�z"tpe f 13 JULY 8, axle?� \\ dd �VLd'`NT Q NCO/F kkq CJ c ) Jo- In \o�w� �o ``�•�Aa,�xS �y � � � r S 6 eaE r pr2g � N N z 0 0 ` ; Va! K 0 9.o 0 Z N{ SAC Vq TORS, 015, 0. r.�`Naa_gnee� i'ai1 CONK rr'tsrr. r� q kr,w a FIT;9�EE:': J ,y 1 �a CERTIFIED TO: COON PETER COCOLARAS fv7T- . 263 3a TRINITY ABSTRACT. LLC 2o.2' W ne,xr er motel Cu f ,4 AREA-2.1508 ACRES ANY ALTERA77 N OR AD0177ON TO THUS SURVEY ISA M'OLA77ON OF SECTION 7209CI,THE NEW YORX STATE ED'UCAnON LAW EXCEPT AS PER SECTION 7:209—SURMWSYDMN 2.ALL CERd7nCA'nONS HEREON!ARE VAUD FOR THIS MAP AND CORES THEREOr ONLY Jr SAGO MAP'OR COPIES®EAR THE IMPRESSED SEAL OF THE SURVEYOR NWOSE SIOHATIRE APPEARS HSR£OML Wall Framing for 2nd floor SIMPSON 12 seal: H10A HURRICANE TIE 6 -2x4 wall framing at 16"O.C. 6ENER ,L, 5T UGTURAL N®TE5 LATERAL BRAG I NG I$ 5HEA ON EACH TRUSS -Double top header 20 South Maple St.,Suite 150 • Ambler, Pa 19002 24'-0" -Single bottom plate AALL 5HEATHIN6 SPEC I�I GATI®N5 w iwwhmulhernku p,om001 Fax: 215-646-8310 -7/16 Painted DuraTemp 16 SHED/GARAGE FOUNDATION 12 12 MULHERN 8c KULP fffys 6� H10A S T R U C T U R A L EN GIN EERING f.7 r>! _l 3.5 ENGINEERED TRUSSES 3.51- • DE516N 15 BASED ON 2010 RESIDENTIAL CODE OF NEW YORK. THIS MODEL HAS BEEN EN61NEERED TO RE515T Residential+Commercial /j' �• ~AS''` 12 12 SIMPSON • _ LATERAL FORGES RESULTIN6 FROM H10A HURRICANE TIE FOOTING DESIGN 2,000 P5F ALLOWABLE 501L BEARING �,,I .e.;r&= r ®�� PRE55URE 15 A55UMED. BUILDER/GONTRAGTOR MUST VERIFY. 120 MPH Y Y I ND SPEED EXP. B ,. SI 1'-0" �, 1'-0 ®�� •FASTEN 2x4/6 SILL PLATES TO FNP WITH A MINIMUM OF 2 ANGHOR5 I$ SEISMIC CATE60RIE5 A/B. N AL ST UGTUi�AL NOTES ®®® PER PLATE, 12" MAX. FROM PLATE ENDS - UTILIZING: ©copyrigh &KULP " �� ,_ II „ Structural Engineering, Inc. I 16 BLI-60 I-JOISTS . 1/2 DIA. TITEN HD ANCHORS @ 41-011 O.G, 4 MIN. EMBEDMENT THE EN6INEERED DES16N WA5 COMPLETED PER DE516N 15 BASED ON 2010 RESIDENTIAL CODE OF NEW YORK. o to / 1-1/8" RIM BRD. H10A ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ PERIMETER 200q IBC (SECTION 160x) � ASCE -7-05, . WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DESIGN � N FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE 2. AS PERMITTED BY 8301.1.3 OF THE 200q IRC. ,� IL e • BUILDER/GONTRACTOR TO VERIFY CORRO5ION-RE515TANGE ACCORDINGLY, TH15 MODEL, AS DOCUMENTED SPECIFICATION FOR WOOD CONSTRUCTION - LATEST EDITION. o o J I I COMPATIBILITY OF HARDWARE i FASTENERS IN CONTACT w/ AND DETAILED HEREVJITHIN, 15 ADEQUATE TO DE516N LOADS 4 ASSUMPTIONS: °' o to PRESERVATIVE-TREATED WOOD, CONTACT LUMBER i HARDWARE RESIST THE CODE REQUIRED LATERAL ROOF SNOW = 23 P5F (30 P5F 6ROUND 5NOW, TRU55E5) n Y w SUPPLIERS TO GOORD. DEAD = 10 PSF T.G., 10 P5F B.G. (TRU55E5) 2 1O 1. z FORCES, AND DOES NOT NEED TO CONFORM _ - 2X6 STUD WALL ®�0 • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN TO THE PRESCRIPTIVE PROVISIONS OF ¢ x D6 z FASTEN TREATED SILL PLATE LOAD DURATION FACTOR = 1.15 THE FOLLOWING MIN. GOMPRE551VE STRENGTHS IN 28 DAYS U.N.O.: � t� w TO CONC. W SIMPSON ®®® SECTION 8602.10. o - o / Pc = 3,500 p51: .......6ARA6E ff EXTERIOR 5LAB5 ON GRADE Z STRONG-TIE TITEN HD ®®® f = 60,000 si FLOOR LIVE = 40 P5F (FLOOR JOISTS) 00 oo 2 A O.C. W 4 MIN. EMBED. y p DEAD = 10 PSF (FLOOR JOISTS) _ c E t1. Q MIN. 2 ANCHORS PER SILL SE(TMP) • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 � a W THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. EXT. WALL SHEATHING SPEGIEIGATION LATERAL 120 MPH, EXP05URE B. SEISMIC A/B. en a�' Y = F E 4 3500 PSI CONC. 00 E 2� • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501E OR . �/I V'1 OSB OR 15/3211 PLYWOOD: SOIL 2,000 P5F A55UMED ALLOWABLE BEARIN6 J , . _i = g o GO PAGTED FILL. _ FASTEN 5HEATHIN6 w/ 8d NAILS @ 6" O.G. AT PRE55URE (TO BE VERIFIED BY BUILDER) 0cn Q E of - _'- - - -t- 4'-6" 7'-6" -I- 9' -I- 3'--{- • DIMENSIONS BY OTHERS, BUILDER/GONTRAGTOR TO VERIFY. ED6E5 $ @ 12" O.G. IN THE PANEL FIELD. TYP, U.N.O. o -- CIO cl to 6" CRUSHED STONE - - -„ ;- 8" 3500 PSI CONC. 2 4' - MSK STND.-MAY 2012 • HORIZONTAL BLOCKING OF EXT. WALL/SHEAR WALL GENERAL FRAM I N6 i PANEL ED6E5 15 NOT REQUIRED BY TH15 DE516N ,. EXCEPT FOR THOSE AREAS SPECIFICALLY NOTED. 6X6 PT POST W/ SECTION A 8" x 24" CONC�TMP j • REFER TO IRG FA5TENIN6 SCHEDULE TABLE R602.3(I) FOR ALL PC6Z CAP & s" ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED °.e�h.. ABW66Z BASE POST CONNECTIONS, TYP. U.N.O. TO BEAR ON 1 s" AND ARE GON51DERED SHEAR WALLS. SONOTUBE TO FROST • ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING MINIMUM (TYP. of 2) 28 DIMENSIONS, U.O.N.: 311 O.G. EDGE NA I L I N6 8d COIL NAILS: 1 3/4" LONG, 0.0g2" (P SHANK, FULL HEAD M&K project number: - =.,..m_..? ._._. 8d COMMON NAILS: 2 1/2" LON6, 0.131" N SHANK, FULL HEAD �, 2, 5,_6„ �, �, - Building Specifications - --1-- - AT DESIGNATED AREAS - FASTEN EXTERIOR WALL 12d COMMON NAILS: 3 1/4" LON6, 0.131" IP SHANK FULL HEAD 01 D-1 5047 Walls: ___________________ 5HEATHIN6 w/ 8d NAILS @ 3" O.G. AT E06E5 ' \ __-......._.... -2x6 wall framing at 16"O.C. ------ ----------------------- • EXT. $ INT. BEARIN6 WALLS SHALL BE 2x4 OR 2x6 (A5 5HOWN ON Stem wall openings. -Double t0 header 2 24x36 Thermo31! j 12 O.G. IN PANEL FIELD. NO STAPLES. PROVIDE �� �� �� project mgr: BSM p HORIZ. BLOCKING AT UNSUPPORTED PANEL ED6E5. PLANS @ 16 O.G. 5PF 5TUD GRADE LUMBER, OR BETTER, U.N.O. 2-24x36-Thermo co -Single bottom plate Window with single jack Window with single jack WALL5 OVER 12' TALL SHALL BE PER PLAN. drawn by: 6X6 R.O.for 3'Doors needs to be 41"wide I \ y MBA I PT Garage_Door R.O.must be 9'6"wide_ -7/16 Painted DuraTemp r\ studs and double 2x6 studs and double 2x6 • ALL HEADERS BEAM5 4 OTHER STRUCTURAL MEMBERS SHALL BE POST I Roofing: - header min. header min. issue date: 12-21 -15 - 1'overhang sides and gable I\(G�E�j HEM-FIR #2 (HF) LUMBER OR BETTER. 2X8 DJ - Engineered Trusses 2'0.C. ,I c� • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED REVISIONS: I -7/16 OSB sheathing C x 2X8 PT LEDGER FASTEN - 15 lbs Felt Paper - �0 • ALL STRUCTURAL PANELS ARE TO BE DIRECTLY WITH 2x 'STUD' GRADE MEMBERS SPACED @ 24" O.G. (MAX., U.N.O.) i N I TO RIM W 2) SIMPSON -30 Yr Architectural Shingles I APPLIED TO 5TUD FRAMIN6. • date: initial: c� N " / ( " g HEADERS IN NON-LOAD BEARIN6 WALL5 SHALL BE: I - CID 1/4 DIA. X 1/2 2nd Floor: Engineered Trusses 24"O.C.-7/16"OSB Sheathing-15 Ib Felt Paper-30 Year Architectural shingles (1)2x4/6 FLAT @ OPENI N65 UP TO 4', (2)2x4/6 FLAT UP TO 8'. LONG SDS SCIREWS ® - 16" I Joist at 16"O.C. (BEI 60-40 • ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES t 8 c 16 O.C. PSF Live Load+ 10 PSF Dead Load Window with single jack FASTENED T06ETHER w/ 12d NAILS @ 8" O.G. PROVIDE • ALL FRAMIN6 LUMBER SHALL BE DRIED TO 15% MG (KD-15). 6X6 ( ;` @ �' -3/4"OSB Flooring Plywood studs and double 2x6 RJ �' Window with single jack header min. (12) 12d AT EACH LAP SPLICE, (6) EACH 51DE OF JOINT. • PT ( I;� Foundation Attachment - ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: d m N a, studs and double 2x6 POST { : -Pressure Treated Sill Plate header min. MSK STND.-MAY 2012 ' 'L5L' - Fb=2325 p51; Fv=310 psi; E=1.55xUJ to 106 PSI _....__..............._......_......_....... - ---- -- - -.._..._........_...._! 3 • 'LVL' - F = 00 psi; Fv=285 psi; E=l.gx10�6 psi b 26 M .N `g � , • FACE NAIL MULTI-PLY 2x BEAMS � HEADERS W/ 3-ROW5 OF 10d NAIL5 @ 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 o co 3-PLY OR GREATER. UTILIZE 2 ROWS OF NAILS FOR 2x6 $ 2x8. \ ------------------- ------, w • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x ------------------- CONNECTION 5 ' G I I PATI®NS (Ts�F. U.N.®.)� � �X aKING STUD, MINIMUM. I I t in I k • if 1 Window with single ejac PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS � studs and double 2x6 NOTE: l0d NAIL = 3" x 0.131" GUN NAIL CONTINUOUS TO FND./BEARIN6. BLOGKIN6 TO MATCH P05T ABOVE. 1 I 1 I I \ header min. I I - M ' I 9x7 Garage Door with 1 9x7 Garage Door with 1' : JOIST TO SOLE PLATE (3)IOd TOENAILS C� ,� FLOOR FRAMIN6 (WHERE APPLICABLE) E Double jack studs and(2)- Double jack studs and(2)- 50LE PLATE TO J015T/BLK 6. l0d NAILS @ 6 o.c. 1 3/4 x 9 1/4 LVLs 1 1 3/4 x 91/4 LVLs CU STUD TO 50LE PLATE (3)IOd TOENAILS •E U TOP OR 50LE PLATE TO STUD (3)l0d NAILS . N - I-JO15T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR O Q --------------------'----- - - --- - - 2-24x36-Thermo 2-24x36-Thermo M TO TOP PLATE Iod TOENAILS @ 6" o.c. - ------- -- ------ --- .. ------- -- --- RI - Wridowwithsinglejack EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. l/ -+'�^ , -�'------------------------- p Window with single jack I V/ � studs and double 2xs studs and double 2x8 BLK 6. BTWN. J015T5 TO TOP PL. (3)IOd TOENAILS �� '0 -3'-4„ _�_ _c� I_ 3 _4 ��. 9 -I- 3'-4" headers headers j RAFTER/TRU55 TO TOP PLATE (3)Iod TOENAILS + AT I-JOIST FLOORS, PROVIDE I I/8 MIN. 05B RIM BOARD. O U O _ ETAL HANGERS 5H __ - (I) 51MPSON H2.5A • M ALL BE SPECIFIED BY MANUFACTURER, U.N.O. '� 28 --------- -------------------- ------- 6AB. END TRU55 TO DBL. TOP PL. IOd TOENAILS @ 8" o.c. co 3" O.C. NAILING SEE NOTES 8/-4//�--2 --�--3'- -�- 2 I=�' 8'-2" R.T. w/ HEEL HT. g y4" TO 12" 2xI0 BLK EVERY 3RD BAY ' I-JOIST/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. ENG. FASTENED TO DBL. TOP PLATE FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. ' O� II I ' Sheds Unlimited Customer: Drawing 1 Revisions Drawn By: Page No: - OR ...................... .... ... ... ------._._.._..._.............._...--------- ----------- w TOENAILS @ O.G. FLOOR 5HEATHIN6 SHALL BE 23/32 A.P.A.APA RATED STURD I FLO 281 White Horse Road Peter Cocolaras - Flolan - --- T Delmar Stoltzfoos ! R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY 24" O.G, EXPOSURE I (OR APPROVED EQUAL) WITH TONGUE AND Gap, PA 17527 1095 Hyatt Rd Scale Date: __..._.._-....., ATE cj FASTENED TO DBL TOP PL 6ROOVE ED6E5 FASTEN TO FRAMIN6 MEMBERS W/ 6LUE AND 8 Phone: 717-442-3281 Southhold NY 11971 - - ----- ---- COMMON NAILS @ 6 O G @PAN D6 5 @ 2 O G IN FIELD. office@shedsunlimited.net --- 3/16"to 1.................__-.. 8-6-2015 w/ Iod TOENAILS @ 6" O.G. L " EL E E I " EL . __ ---- ---- -------- . R.T. w/ HEEL HT. UP TO 24" LAP WALL 5HT6, w/ DBL. TOP PL. It INSTALL ON TRU55 VERT. - FASTEN w/ 8d NAIL5 @ 6" O.G. 100E FRAMIN6 R.T. w/ HEEL HT. 24" TO 48" LAP WALL 5HT6. w/ DBL. TOP PL. � INSTALL ON TRU55 VERT. - • ROOF 5HEATHIN6 SHALL BE 7/16" A.P.A. RATED 5HEATHIN6 24/16 FASTEN w/ 8d NAIL5 @ 6" O.G. EXPOSURE I (OR APPROVED EQUAL). FASTEN TO FRAMIN6 MEMBERS PROVIDE 2x BLK @ EA. BAY AT � W/ 8d COMMON NAIL5 @ 6" O.G. @PANEL ED6E5 � @ 12" O.G. IN FIELD. TOP OF HEEL DOUBLE STUD 10d NAILS @ 24" o.c. • FASTEN EACH ROOF TRU55 TO TOP PLATE W/ 51MP50N HIDA CLIP DOUBLE TOP PLATE l0d NAILS @ 24" o.c. (OR APPROVED EQUAL) @ ALL BEARIN6 POINTS. PROVIDE (2) H2.5T DOUBLE TOP PLATE LAP SPLICE (10)I0d NAILS IN LAPPED AREA CLIPS AT 2-PLY 61RDER TRU55E5, (3) H2.5T CLIPS AT 3-PLY TOP PLATE LAP @ GORNERS (2)IOd NAIL5 GIRDER TRU55E5 ROOF BEAM5 - AT ALL BEARIN6 POINTS. � ® ® ® � INTER5EGTIN6 HALLS • METAL HAN6ER5 SHALL BE SPECIFIED BY THE MANUFACTURER, U.N.O �- \ WALL TO FOUNDATION WALL 5HT6. LAP w/ SILL PL (WHEN APPLICABLE). ti Cd FIB± I d FASTENED PER SHEAR WALL • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENG. Oil 2- 4x 6- hem 2 2 x 6 Ter FASTENING SPED. 2 -24x'6, The im 2443-Thermo n o wth I in I jack FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. WindowWit si gl j2c r L+ W riclo wthsi gl jack I dbwwih in leja k 4x8 PT Landing k stud a d Jo 6 Q tl�ds a d o til 2 6 g sus nd d(utile xfi • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 1-08 }- studs a d oubl x6 --2x8 Framing h a e head r 9 header ie id(rs "GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 z ---Double 2x8 beams OF METAL PLATE CONNECTED WOOD TRU55E5." 1 ----6x6 posts MSK 5TND.-MAY 2012 O /1 EM �Fffl � ` O (3) 70 9x7 Garage Door with 9x7 Gara a Door with I• �, �, �./ v J 9 9 - Ulu Double jack studs and(2)LJU Double jack studs and(2) - I ,.`� sheet: Ill I I I L I 1-IR-1 I 1 3/4 x 9 1/4 LVLs 'I 1 3/4 x 9 1/4 LVLs :_ i I JAN - 8 2016 I � i ULIH + S1 so �---3 -8 � Concrete Pad I--3'-6" 28' - 2 g' ELEVATION