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HomeMy WebLinkAbout40594-Z TOWN OF SOUTHOLD 9yJNG PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL VAR 2 6 Board of SOUTHOLD,NY 11971 ) 4 sets of Building � ldng Plans_ .,,_,, TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 dna Survey, ._........ SoutholdTown.NorthFork.net PERIM96M.OFSOUTHOLD Check Septic Form ---- N.Y S D E C._ .. ' Trustees ...,_ ..........� DECj C.O.Application t Flood Permit Examined _.._,....,.,2fY� 5)�j Single&Separate Storm-Water Assessment Form Contact: ..._ _.m _-_._. P F Approved ..___... _ '2Q� .., _..... _. 4 Mail to:.... O� Disapproved a/c � Expiration _www 20___ �, " i� uildirtg I,n^�ectt�t° DISAPPROVAL ..� W , APPLICATION FOR BUILDING PERMIT Date 20 w 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. � rvr (Sigl�'re of applicant or name,if a corporation) qa t (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ...._... ...... _. _............. Name of owner of premises A R r, r (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. House Nu f land on which proposed work will be done: C 1. Location ro"-�.......m. .. PSP l� .. M f��Tl.. lL �, � ( �(.�Z Number Street Hamlet County Tax Map No. 1000 Section. I A—Jr Elock' Q,5— Lot 15— Subdivision ( rr 'wK7% "" Lot f d I 2. State existing use and occupancy of premises and tni: lfdtdtLT Ccupnn y of proposed construction: a. Existing use and occupancy y � rfvm .W,t �:,�� b. Intended use and occupancy s" ^.t t t .. , P '_.. — _.'t tL 3. Nature of work(check which applicable):New Building Addition V' Alteration Repair _ Removal Demolition Either Work ....... (Description) 4. Estimated Cost Fee ..... (To be paid on filing this application) 5. If dwelling,number of dwelling units„ It off;.. Number of dwelling units on each floor If garage, number of cars , ,/', 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. v. 7. Dimensions of existing structures,if any:Front 58-5 Rear J' Diepth i Height Ito,�& Number of Stories i Dimensions of same structure with alterations or additions; Front d Rear th, 8. D�pHeight Number of Stories— Prc�nn � Rear -� � L.)e tht '�I`� AI a r a` nes t Height ° i° Number of Stories Ip 9. Size of lot:Front V71 L-7 Rear 3, 2S _Depth I -t' 5 1 ('") t e,a. S E k- 10.Date of Purchase Name of Former Owner c a 5 E 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 14.Names of Owner of premises 00 ' Address . M Phone No. 10 irs 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 V NO *IF YES, SOUTT1O1.°D TO IN TRUSTEES&D.E.C. C'ERMITT I'�, Y BE REQUIRED. b. is this property within 300 feet of tidal wetland?* YES NO *IF YES,D.E.C.PERMITS MAY BE REQLJIRED. Oy dle—n eftz- 6 IF N ON —To K 15.12(C-uoj,/ ,) 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF UP L ame of sndiu ilial signing contract)� being duly sworn,deposes and says that(s)he is the applicant (N ....._ g g above named, (S)He is the (Contractee Agent, orporate 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 wiI I be performed in the manner set forth in the application filed therewith. Sworn to before me this _. 20 J RAEY L.D NOTARY PUBLIC,STATE OF N YORK (r y _ NO.01 DW Notary Public U 11 _.....lam' � hiLlFdED IN SUFFOLK Sigi�trt ohAppGcant COMMON EXPMES JUNE 30,2AZ BOARD MEMBERS *t sol Southold Town Hall Leslie Kanes Weisman,Chairperson � 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard oe `n er CIO Town Annex/First r,Capital One Bank George Horning 1 � 54375 Main Road( t Youngs Avenue) Kenneth c ei er C Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.( ) ( )765-9064 FINDINGS,DE11BERATIONS AND DETERINII ATI N MEETING OF MARCH 17,2016 ZBA FILE# 6932 NAME OF APPLICANT: Mark Cohen SCTM# 1000-144-5-15 PROPERTY LOCATION: 820 Old Salt Road(adj.to James Creek&Great Peconic a ),Mattituck,NY SE IIA DETERMINATION: The Zoning o 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 SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred s required under the Suffolk County Administrative o e Sections A 1 -14 t , and the Suffolk ounty Department of Planningissued its reply dated February 9, 2016stating thatis application is considered er for local determination as there appears to be no significant county-wide or inter-community impact. LWRP 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 property is a non-conforming 20,286 square foot (17,134 Sq. ft. buildablearea) waterfront parcel located in an R-40zone. The parcel is an irregular shape and borders the Great Peconic Bay on the South Side and James Creek on the East side. The parcel runs 208.29 feet along the Great Peconic Bay, 241.05 feet of bulkhead frontage In es creek, 79.81 feet on the North side, 20 feet of frontage on Old Salt Road and 173.99 feet on the West side. There is a beach on the Southeast comer of the parcel. The parcel is improved with a 2-storya house and a 2-storya garage. All is shown on a survey by John C. Ehlers,LLS dated April 3,2014 last updated January 14,2016. BASIS OF AP "LLC TION: Request for Variance from icle XXIII Section 280-124 and the Building Inspector's January 21, 2016 otice of Disapproval based on an application for building permit to construct addition attaching an existing accessory garage to existing single fait dwelling,at 1)less than the minimum code required side yard setback of 15 feet. LIEF REQUESTED: The applicant requests a variance to make additions and alterations connecting an existing accessory garage to the dwelling and converting the existing second floor of the garage to habitable space; these changes will result in a side-yard setback of 4.7 feet for the dwelling where code requires 15 feet. DDITI lA 1NEM TION, The property was granted variance relief under #5726 in October 2005 to construct additions and alterations to the dwelling and to construct an accessory garage with a side yard setback o .7 feet in the current location /l u�/def/� Page 2 of 3—March 17,2016 ZBA#6932—Cohen S #1000-144-5-15 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 3,2015 at whiche written and oral evidence were presented. Basedtestimony,documentation,personal ' section of the property surrounding neighborhood,and other evidence,the Zoning Boardfinds e following facts to be true and relevant and es the following findings-. 1. Town Law §267-b )(b)l ll._ Grant of the variance will not produce an undesirable change in the character o e neighborhood ora detriment to nearby properties. The neighborhood consists of single i ront homes. The garage and the house have existed since prior to zoning without adverse impacts. Building a breezeway to connect the house to the garage will not change the existing footprints or the character of the neighborhood. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant! cannot be ach;eved by some method- fusible for the appl:icarlt t,o pursue,other than an area vari=ce. The garage location and side hard setback was legalized by benefit of variance relief in its current location. Attaching the accessory garage to the dwelling will make it part of the dwelling is requires a larger side yard setback than an accessory structure,thus requiring a new variance. . Town Law §267 bt"3)fb)(3). The variance toherein is mathematically substantial,representing 71%relief from the code.However,the accessory garage was constructedwith the benefit of prior variance relief. . Town Law ",2674 3 b 4 No evidence has been submitted to suggest that a variance in is residential community ill have an adverse impact on the physical or environmental conditions in e neighborhood. The applicant st comply with Chapter 23 6 of the Town's Storm Water Management Code. 5. Town;Law 267-b 3 difficulty been self-created. The applicant purchased the parcel after the Zoning e was in effect and it is presurned that the applicant had actualor 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 §267-b. Grant of the requested relief is the minimum action necessary and adequateenable applicant to enjoy aefiof a larger dwelling while preserving and protectinge character of the neighborhood the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying a balancing test under New York Town Law 267-B, motion offered by Member Dantes, seconded by Member Schneider, and duly carried,to GRANT the variance ie for, and shown on the drawings by Joan Chambers as pages Al 1, 201, 301 and stamped y James J. Deerkoski P.E. and the survey by John C. Ehlers LLS dated April 3, 2014 and last updated January 14,2016. Subject tot e following condition; CONDITIONS: 1)The entire property sball be reviewed by the Town Engineer in order to comply with chapter 236. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued, Any deviationftom the survey, site plan and/or architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department o a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviationfrom the variance(s)granted herein as shown on the architectural drawings, site plan andlor 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 orfuture l' Page 3 of 3—March 17,2016 ZBA#6932—Cohen S 1000-144-5-15 e, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and otherfeatures as are expressly addressed int is action. The Board reserves ta right to substitute a similar esi that is de minimis 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 becomeBoard of Appeals shall null and void where a Certificate subdivisionprocured,and/or a i{ within yearse request prior to the date of expiration, esi consecutive )year terms. Vote of the Board. Ayes: Members Weisman (Chairperson), es, Horning, Goehringer, Schneider. This Resolution my adopt (5-0). 4 Leslie Kanes W iSn1an Chairperson pproved 1° l�l� lq /2016 l � �%�� x�f'�I✓ il(�f r r' i it 1 I ,irv.�k F z w n � ; e r � o I y e , ,a is �1d iii / Jo rede eyer I,President ���`r��,� ; ' To ex j i/ 54375 Route 25 Michael J.Domino,Vice-President „ fi,��v���1/,��� s,�,r � � / � i��� � P.A.Box 1179 Glenn Goldsmith jSouthold,New York 11971 A.Nicholas Krupskiow Telephone(631)765-1892 Fax(631) 765-6641 Charles J.Sanders BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit .. Date of Receipt of Application: February 19, 2016 Applicant: Mark Cohen SCTM# 1000-144-5-15 ®Project : 820 Old Salt Road, Mattituck Date of i . March 23, 2016 Date of Expiration: , 2018 enclosedReviewed by: Glenn Goldsmith, Trustee Project Description: To construct an r in between the existing Ili garage. Findings: The project II the requirements for issuance Administrative Pi in Chapter 275 of the Southold issuance of an Administrative Permitll r the operationsindicated survey prepared by John C. Ehlers., I January approvedr . None.Special Conditions: Final I i . If the proposedactivities requirements for issuance Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland i will be required. This is not a determinationr r agency. John M. Bredemeyer III, President Board Z, tNfdt {�'/ / ) l J Scott A. Russellv (ir � L l 1� G 1� SOU OLD TOWN HALL-P.O.Box 1179G74a y 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJIEC r INVOLVE Y OF THE FOLLOWING: INN: (CHECK ALL TDr DAT APPLY) YeNo '., .. Clearing, grubbing, grading or stripping land which affects more than 5,000 square feet of ground surface. Excavation or filling involving ore than 200 cubic yards of material within any parcel or any contiguous area. Site r aration on slopes which xce 10 feet vertical rise to 1 feet o horizontal distance. C]EI,, Site preparation within 100 feet of wetlands, beach, or coastal erosion hazard area. Site aration within one-hundred-year f loodplain as depicted -on FIRM Mapof any watercourse Installation of new or resurfaced impervious surfaces of 1,000square 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, & County T Map Number! Chapter 236 does not apply to your project. YES lease submit Two Ifyou Signature, ere ctInformation, Date to one ore f a above, _ copies of a for water Management Control Plan mo and a completed Check List Form to the Building Department with your Building Permit Application. . _ S.C.T. . 1Ca0®® , .. fat APP.tCA®T (Property Owner,Design Professional,Agent.Contractor',Otlaer) Ik., NAM _ t se c"iro—n Bsoc._ Contact Worrnation � _ Reviewed N ✓ t .—. ..... _ �. ....... � ,..,.., -,_ �..,. I vol wm d,„,R�Mr— -.._. ._�� � f'J���. .. ..... Date:' ro eiU:..�Address/ Locaflonof Construction r.—. 11_�,— _ - Approved for �rr_esrt Budding Permit, , _� ntgaaent Control lla �._dGt Required. ( Ston _. ... Stormwater ...Management_Control .ro— p Plan is Required. orUe nrtment for Review.) FORM * SMCP TOS MAY 2014 amN 0 X O XXX O T� a n P 40, f � > M X ��� N t� D U N CNs r N AD� z a G p W m =0 ani ( y 1 n f O mrn N .ttN �rtt N ($1I I tj N a` P PN CpJ ti m N P X 71 ry � GjL m �q I 0.V � II s Fl, ' no 10 o°� .. � �os ate° d`s z O rr g 4dps.3 "v 33 u9 sip$ a' -i 0UR a Ili ........ — -- __ ------- GENERAL NOTES TABLE R301 .2 ( 1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EXISTING: SINGLE FAMILY RESIDENCE 1. THIS PROJECT MUST COMPLY WITH THE 2010 RESIDENTIAL CODE OF WIND SUBJECT TO DAMAGE FROM ICE SHIELD GROUND SEISMIC UNDER- SCTM# 1000- 144-05- 15 NEW YORK STATE. W.F.C.M. 2011, NFPA 70 STANDARD "THE NATIONAL SNOWDESIGN FROST LINE LAYMENT FLOOD ELECTRICAL CODE", THE ZONING CODE OF THE TOWN OF SOUTHOLD. SPEED ZONE R-40 .47 ACRES 2. ONLY CHECKED WORKING DRAWINGS AND COPIES OF APPROVED PLANS LOAD ( MPH ) CATEGORY WEATHERING DEPTH TERMITE DECAY REQUIRED HAZARDS SHALL BE USED FOR LAYING OUT THE WORK. 3. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING AND OBTAINING ALL REQUIRED PREMITS & APPROVALS PRIOR TO STARTING ANY WORK. 2O PSF 120 B SEVERE 3-0' M - H S-M YES NO EXISTING PROPOSED 4. ANY DESCREPANCIES IN THE PLANS, SPECIFICATIONS, NOTES, DETAILS OR THE SIZES,SPACING, DIRECTION OF EXISTING FRAMING SHOULD BE UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R301.5 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE R301.7 1ST FL. 1517 SQ.FT. 317 SQ.FT. BREEZEWAY LU BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING LIVE LOAD STRUCTURAL MEMBERS ALLOWABLE DEFLECTIONC0 2ND FL. NA WITH THE WORK. ATTICS WITHOUT STORAGE 10 psf Q RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 v 5. DRAWINGS ARE NOT TO BE SCALED, ONLY FIGURED DIMENSIONS ARE ATTICS WITH LIMITED STORAGE 20 psf WITH NO FINISHED CEILING ATTACHED TO RAFTERS ATTIC NA o TO BE USED. ALL OTHER STRUCTURAL MEMBERS L/240 CELLAR NA z N Q 06 LU 6. CONTRACTOR/OWNER TO VERIFY ANY GRADE CHANGES. 0 DISCREPANCIES WITH THE PLANS MUST BE BROUGHT TO THE ATTENTION -- EXTERIOR WALLS - WIND LOADS VV/ BRITTLE FINISH L/240 0 = o m EXTERIOR WALLS - WIND LOADS WV/ FLEXIBLE FINISH 40 psf GARAGE 555 SQ. RENO.@EXIST. 2ND FL. m Q o w OF THE ARCHITECT PRIOR TO STARTING THE WORK. - - a o > < GROUND SNOW LOAD - 20 PSF AS PER FIGURE R301.2(5) 2010 RCNYS DECK NA w N N o Z Of 7. CONTRACTOR/OWNER RESPONSIBLE FOR OBTAINING ALL REQUIRED - INSPECTIONS. - - - - - --- - - w J Q U W W < J o o cn Lr- Lr_ Q � 8. CONTRACTOR/OWNER IS TO VERIFY WITH THE UTILITY COMPANY THE - _ - LOCATION OF ANY PIPES, TANKS, OR UTILITIES THAT MAY BE IN - - CONTRACTOR: WM TOTH CONSTRUCTION CONCEALED SPACES OR UNDERGROUND. IF ANY EXISTS THEY ARE TO BE 516-807-8118 BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING THE WORK. 9. CONTRACTOR/OWNER SHALL MAINTAIN WORKMAN'S COMPENSATION SURVEYOR: JOHN EHLERS LAND SURVEYOR INSURANCE AS REQUIRED BY THE TOWN. dH ------ Ho - 6 EAST MAIN STREET r 10. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTIONS ___ _ RIVERHEAD NY 11901 CONTROLLED INSPECTION BY OTHERS - -. 1= W 631-369-8288 - DRAFTING/PERMITS: JOAN CHAMBERS m V >' Q 00 -_ - - PO BOX 49 _j W CC CM FRAMING - _ SOUTHOLD NY 1 1971 N �.�. W CLQ 00 - 631-294-4241 q = a 1. JOIST & RAFTER SIZES AND SPACING GIVEN FOR HEM. FIR. # 2 MIN. Y Z C1 VERIFY SIZES WITH ARCHITECT IF OTHER SPECIES OR GRADES ARE USED. - V 2. G-P LAM LVL 2.OE RIDGE BEAM BY GEORGIA PACIFIC CORP. OCTOBER 8, 2015 W Q O CO � HA2-ff3 9-2 5 8 8) OR EQUAL.. SEE DWG'S FOR SIZE AND LOCATION. --_------_----------------------------------------------------------- FASTENERS: 16d COMMON NAILS & 1/2" BOLTS. HANGERS BY SIMPSON ------ ---- ---- ----- OCTOBER 25, 2015 U = r DEL] OCTOBER 28, 2015 Q F- 3. PROVIDE CONTINUOUS 2X6 TREATED SILL PLATE OVER TERMITE NOVEMBER 2, 2015 2 SHIELD - TIED INTO FOUNDATION WALLS WITH 5/8"' DIA. SSTB28 C0 GALVANIZED ANCHORS BOLTS W/ 3" S.S. WASHERS @ 68" O.C. ( 12" MAX. FROM ALL CORNERS) WITH 15" EMBEDMENT. GROUT SILL PLATE TO FOUNDATION WALL. z Q ~ - - - OPENAiM.CONCEALED SPACES IN WOOD FRAMING SHALL BE FIRE- A- 100 NOTES ow w STOPPED WITH WOOD BLOCKING ACCURATELY FITTED TO FILL THE Q 7� -i Z z LW z Q A- 101 FLOOR PLANS, FOUNDATION PLAN <° 5. ALL LUMBER USED FOR STRUCTURAL ELEMENTS SHALL BEAR AN w z Q z O tX , IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY EXISTING GARAGE BREEZEWAY ADDITION EXISTING RESIDENCE A-2 01 ELEVATIONS Q1�Z d..Q o Z o°�w m PRIOR TO ITS DELIVERY AT THE SITE. I 3 0'-0" z w N LL -t O 0,J) _ A-301 SECTIONS -� ��- � V Q- Q j� OW�z Q CILWH>cYOW�QuJI DF<W0_ q)-j w TABLE oz.s MINIMUM L3IYZFCIRMIY DISTRIBUTED lrvle loans(fn pounds per square toot) IUFCM 2001 TABLE R602.30) - FASTENER SCHEDULE FOR STRUCTURAL MEM8ER5 �,cx-'0 O N, D_ 0 ~ THERMAL & MOISTURE PROTECTION LIVE �°°o��oo�Q�o � 1. PROVIDE TWO LAYERS OF 15# ASPHALT SATURATED FELT DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF USE LOAD FASTENER a c d FASTENERS NOTE: BUILDING PAPER OVER PLYWOOD AT ROOF AND EXTERIOR SHEATHING Attics with USE story eg,h 20 JOIST TO VLL OR GIRDER, TOE NAIL 4-&d - �[ NO 1 E: UNLESS OTHERWISE NOTED. Attics without story eb 10 NAILING STRAPPI1 G }AT 2. PROVIDE WEATHER WATCH & ICE SHIELD MEMBRANE T-0" MIN. 2-8d - 1 111 STRAPP � TO BE I •( 4-AZD eAUIQZ STS OR / ck�Se 40 I xb 5UBFLOOR OR LE55 TO EACH JOIST, FACE NAIL 2 STAPLE - E-A "" ��W - `} (� `�� (vJ ALONG ALL ROOF PERIMETER. Exterior balconles 60 5, 13/4 ` � TE I WINDOW / V HEADERS 3. PROVIDE A SILICONE SEALANT AROUND ALL WINDOWS AND DOORS 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-I6�d - (ALL SHALL BE U-D TAPNOR TO 'S� AT JUNCTION WITH EXTERIOR WALLS AND WHERE TWO DISSIMILAR ire esca es 40 R ED FOR AtL WW W,)T TION AND/OR WW ADW10+�I MATERIALS MEET. Guardrails and handrailsd 200' 50LE PLATE TO JOIST OR BLOCKING, FACE NAIL Ibd I6"o.c. TW PROVIDE RAFTER TO 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE ENERGY Guardrails in-fill com onentsr 50' TOP OR SOLE PLATE TO STUD, END NAIL 2-Ibd - MG ATTAWI-EN R RAFTMS M* L CONSERVATION CONSTRUCTION CODE - LATEST EDITION. Passenger vehicle garages,' 50a STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d - �# ►� " 5. THIS PROJECT IS DESIGNED ACCORDING TO 2010 BUILDING CODE NAILING SCHEDULE 4J . Mao m +Go'�`+mimm�l�4I�13NU IIiM�� PLATES T'1( FIROVOE RPS T� OF NEW YORK STATE, 2010 RESIDENTIAL CODE OF NEW YORK STATE Rooms other than.sleeping 40 DOUBLE 5TUD5, FACE NAIL 2-16>d 24"o.c. RO" OPENM IREQUMENM FM WWOW OPENNGS CR"ME CME+CTM H-j AND THE 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW rooms DOUBLE TOP PLATES, FACE NAIL lod 24"o.c. OR EQUAL 0B MAP Sleeping rooms 30 DETAIIL 0 LEFT YORK STATE. Stairs qqc SOLE PLATE TO JOIST OR BLOGKING AT BRACED WALL PANELS 3-16d I6"o.c. A. Q {: D E � F DOUBLE TOP PLATES, MINIMUM 4e,-INGH OFFSET OF END JOINTS, CONSTRUCTION NOTES TABLE 8301.7'ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS FACE NAIL IN LAPPED AREA w BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-&di - Z'-0" 2 C,"0 2x4 1 � � � A 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. ALLOWABLE RIM JOIST TO TOP PLATE, TOE NAIL 8d 6"o.c. + Ow4 CD W 2 2. Poured concrete shall have a minimum psi of 3000 at 28 days unless noted. STRUCTURAL MEMBER DEFLECTION TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 4-I6cd 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. Rafters having slopes greater than BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER Ibd I6"o.c. ALONG EACH EDGE 6`"0 (2) 2x4 or 0 2A copper termite sheild. t t, .t 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance 3/x.2 with no tii'1ished ceili g L/18 � CONTINUED HEADER, TWO PIECES Ibd 16"o.c. ALONG EACH EDGE 6 (2) 2X4 0r (1) W attached t4 �� CEILING JOISTS TO PLATE, TOE NAIL 3-Sd77 with the 2010 New York State Building Code and manufacturers specifications. - R » 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed CONTINUOUS HEADER TO STUD, TOE NAIL 4-5hc - L -t {� c2) 2x6 4 3. f D Ar;r: Interior ~Valls and partitions H/180 uppon by an engineer and certificates, shall be issued stating same. CEILING J015T, LAPS OVER PARTITIONS, FACE NAIL 3-IOdI - '� '� l 6 6 6 S` 6. Unless otherwise noted all framing and structural wood components shall be Flt7flrS ands C2111nCS { - #2 or better Douglas Fir. CEILING JO15T TO PARALLEL RAFTERS, FACE NAIL 3-10dl 7. All framing techniques and methods shall be as prescriiptive design based on All other structural members 1/240 RAFTER TO PLATE, TOE NAIL AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) A. OF 81) S AT EACH OF STRAM /r/ � ,,• " , Exterior Walls with plaster or H/360 2-&d or as specified in 8301.2.1.1 - p I" BRACE TO EACH STUD AND PLATE, FACE NAIL 8. All building envelope components shall comply withTHE 2010 Energy stucco finish 2 STAPLES, 1 3/4 - B, 'OF SILL 6T1.W 04 TW FLAT CM NO +�+��.�"Tt� Conservation Code of the State of New York. Exterior walls.. wind oadS"a with � - �� r 028783 J� 9. Fireblocking shall be provided in all wood framed construction in accordance 2�0 1"xb" SHEATHING TO EACH BEARING, FACE NAIL 2 STAP E5,1 3/4 - � -�-�� STL AT EACH , �� i A�nF �� with NYS Code R 602.8 to form an effective fire barrier between stories and brittle finishes D. � OF �S HALED T�lXADJA� K1�PC� STIP}TO W ��� . between the top story and roof space. 2-8d - OF W-AUM 10. Protective panels shall be provided for glazed openings in accordance with Exterior walls-wind �©ads L'Ulth L/120 I"x8" SHEATHING TO EACH BEARING, FACE NAIL 3 STAPLES,13/4 - AT � E NYS code R301.2.1.2 if they are required. flexible finishes - E. O1= � STUD AT EACH i CF � S tAS'�1k C�31J1�HEAMIS) 3-Sd 11. All portions of the new structure are designed to comply with local geographic WIDER THAN 1"xb" SHEATHING TO EACH BEARING, FACE NAIL 4 STAPLES,1 3/4 F. MIv1Bt:R C3E' 'W t4AU ENE}-NAJtM TWOUGH At3.1AC8E"1" JAOL SM TO and climatic criteria as stated in the following table. BUILT-UP CORNER STUDS IOd 24"o.c. EM OF SIL-S) AT FACH SUE TOES NDT AWLY TO 13{?4 ,liA,(>KS AND KW.6 AS NAIL EACH LAYER AS SMU TYP, DETAL m LFT 06 FOLLOW5: 32"o.c. AT TOP TARLF 4@7.1.1 TNSUCATTON AND FFNFSTRATTON RFQUTRFMFNTS BY COMPONFNT- BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS IOd AND 130TTOM AND w U W U STAGGERED. TWO NAILS AT1 I 0- z W CRAWL EN05 AND AT EACH SPLICE U) o WOOD MASS 13ASEMENTC SLABd SPACEc 0 W FENESTRA110Nt d rR MEWALL WALL 2 PLANKS 2-Ibd AT EACH BEARING `J ED NAILING/FASTENER SCHEDULE CLIMATE E �SKFACT T CEILING FLOOR WALL F DEPTE WALL - W ZONE u-FACTgRb 8 u ACTOR RVALUE R-vALUEi VALUE Ft-VALUE #2.vALVE BUEFTH R-VALUE ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS: FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8 mm, I MILE PER HOUR = 1.60a km/h z Q 0.35 0.60 38 13 5f10 19 l01 13c 10,2 ftd 10/ 13c TOE NAIL 4-Ibd - a. ALL NAILS ARE SMOOTH-GOMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND LIJ Q FACE NAIL 3-Ibd I- Z = w SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS FOLLOWS: 80 ksl (551Mpa) FOR SHANK Q _j o c� RAFTER TIES TO RAFTERS, FADE 3-8d - DIAMETER OF 0.192" (20d COMMON NAIL), 90 kst (620 Mpa) FOR SHANK DIAMETERS LARGER THAN 0.142" BUT NOT LARGER THAN 0.177", - Q 1-- � RIDGE STRAP: SIMPSON LSTA30 NOTE # 1 AND 100 k51 (689 Mpa) FOR SHANK DIAMETERS OF 0.142" OR LE55 (n 0 0 SHALL BE INSTALLED TO CONNECT WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING (� Q EACH PAIR OF OPPOSING RAFTERS TO FRAMING, AND PARTICLEBOARD WALL SHEATHING TO FRAMING W � � 0 PER 3.2.5 OF WFCM 2001 ANCHOR BOLTS:(a) MAX. SPACING OF THE b. STAPLES ARE I6 GAGE WIRE AND HAVE A MINUMUM 7/16 - INGH ON DIAMETER GROWN WIDTH 0 Q w C� 05/8" ANCHOR BOLTS IS 33" IN 5/16 - 1/2 bd COMMON NAIL (5U5FLOOR, WALL) 6 129 J ~ U z LJ sD COMMON @ s" oc @ a-o" PERIMETER ZONE ACCORDANCE WITH TABLE 3.2C OF W.F.C.M. 19/32 - I Sd COMMON NAIL (ROOF) f 6 12 c NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE 5PAN5 ARE 48 INGHES OR GREATER O F- o U 8D COMMON @ 12" OC @ PANEL FIELD 8D 2001 (b):15" MIN. ANCHOR BOLT 9 U O COMMON @ GABLE ENDWALL RAKE REFER TO EMBEDMENT INTO CMU FOUNDATION WALLS, I I/8 - I I/4 IOd COMMON NAIL 6 12 d. FOUR-FOOT-BY-b-FOOT OR 4-FOOT-BY-9-FOOT PANELS SHALL BE APPLIED VERTICALLY z Q O TABLE 3.8 WFCM - SBC Q O IN ACCORDANCE WITH SECTIONS 3.2.1.7. 1-I/2" ' 8d COMMON NAIL 3 6 e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 8602.3 (I) W CV � J } Z AND 3.2.2.3., (c): ANCHOR BOLTS MUST BE w Q PROVIDED WITH 3" SQUARE WASHERS, IN QO In 3: SPACING OF FASTENERS f• FOR REGIONS HAVING BASIC WIND SPEED OF 110 mph OR GREATER bd DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD z PROVIDE 8 - 10D COMMON NAILS ACCORDANCE WITH SECTION 3.2.2.3., (d) FDESCRIPTION OF DESCRIPTION OF P O N N EACH END OF COLLAR TIES TYP. 1/2" PLYWD. SIHEATHING 6D ANCHOR BOLTS ARE ALSO TO BE PLACED BUILDING ELEMENTS FASTENER b, c, d, a EDGES (inche;s) I INTEF41EDIATE SUPPORTS°�llnchee) AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING MINIMUM 48-Inch 015TANGE FROM GABLE END WALLS, IF MEAN ROOF W COMMON @ 3" OC EDGE 6D HEIGHT IS MORE THAN 25 FEET, UP TO 35 FEET MAXIMUM U I- � SIMPSON H7Z HURRICANE TIES 6" TO 12" FROM THE END OF EACH PLATE cn m CONNECTING RAFTERS TO TOP COMMON @ 6" OC FIELD 1/2" REGULAR CELLULOSIC 1 1/2 GALVANIZED ROOFING NAIL (9d 57< SECTION, IN ACCORDANCE WITH SECTION PLATES @ EACH RAFTER 3.2.1.7. FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 go 1 1/2 LONG 3 6 g. FOR REGIONS HAYING BASIC, WIND SPEED OF 100 mph OR LESS, NAILS FOR ATTAGHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO LU �w GABLE END WALL FRAMING SHALL BE SPAGED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED 15 GREATER THAN 100 mph, NAILS FOR Q PROVIDE NT TO I LPT4 OR PROVIDE PRESSURE TREATED LUMBER FOR 1/2" STRUCTURAL GELLULO5IG I M GALVANIZED ROOFING NAIL O 3 6 ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INGHES ON CENTER FOR MINIMUM 48-Inch 015TANGE j = EQUIVALENT L TIE RIM BOARD--\ FIBERBOARD SHEATHING COMMON NAIL STAPLE I6 go I I/2 LONG FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING z To DOUBLE PLATE TYP. ALL STRUCTURAL MEMBERS IN CONTACT WITH THE CONCRETE OR WITH THE URAL GELLUL0510 13/4 GALVANIZED ROOFING NAIL 8d 0 0 25/32 STRUCTURAL GROUND, IN ACCORDANCE WITH R319.1. FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 9a 13/4 LONG 3 6 h• GYPSUM SHEATHIN5 SHALL CONFORM TO ASTM G 79 AND SHALL BE INSTALLED IN AGGORDANGE WITH GA 253. FIBERBOARD Q PROVIDE SIMPSON H6 OR SHEATHING SHALL CONFORM TO ASTM G 208 EQUIVILANT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE & 1 1/2 GALVANIZED ROOFING NAIL; I. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL BAND JOIST @ 16" OC TYP. bd COMMON NAIL;STAPLE GALVANIZED, 4 8 FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY PROVIDE SIMPSONH6 TEMPORARY OR PERMANENT 1/2 GYPSUM SHEATHING I I/2 LONG; I I/4 SCREWS, TYPE W OR 5 EQUIVALENTNTTOTO TIE WALLLL STUDS FRAMING MEMBERS AT ALL ROOF PLANE PERIMETERS . BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO TO PLATE & BAND JOIST @ 16 INSTALLATION THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSEGTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER OC TYP. BRAGING 15 THE RE5PON51BILIT`r 1 3/4 GALVANIZED ROOFING NAIL; PLYWD. FLOOR SHEATHING OF THE INSTALLER. TEMPORARY ad COMMON NAIL;STAPLE GALVANIZED, 4 g SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING 820 OLD SALT RD. 8D COMMON 9 6" OC EDGE BRAGING SHOULD REMAIN IN 1 5/8 LONG; 1 5/8 5CREW5, TYPE W OR 5 8D COMMON a 12" OC FIELD 5/b GYPSUM SHEATHING LSTA 18 UPLIFT STRAP PLACE AS LONG AS NECESSARY MATTITUCK N.Y. CONNECTION VNALL TO FOUNDATION FOR THE SAFE AND ACCEPTABLE PROVIDE APPROPRIATE METAL W/ 4-8d COMMON NAILS @ EACH END. COMPLETION OF THE ROOF OR WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING PLATE WASHER, NUT & ANCHOR FLOOR AND MAY REMAIN IN PLACE BOLT TO TIE SILL PLATE TO AFTER PERMANENT BRAGING 15 3/4 AND LESS (9d DEFORMED NAIL OR e)d COMMON NAIL 6 12 MASONRY FOUNDATION TYP @ 6'-0" INSTALLED OC FOR 1 STORY, 3•-0" FOR 2 A - 100 STORIES. 12" FROM CORNERS & 8d DEFORMED NAIL OR 8d COMMON NAIL 6 12 OPENINGS AND BOLTS TO BE MIN. 1 z'• DEEP. 8d DEFORMED NAIL OR IOd b 12 1 I/& - 1 1/4 COMMON NAIL 1 OF 4 NOTES 1 . THIS PROJECT MUST COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, W.F.C.M. 2011 , NFPA 70 STANDARD, "THE NATIONAL ELECTRICAL CODE", THE ZONING CODE OF THE .TOWN OF SOUTHOLD. w 2. FOOTINGS SHALL BEAR ON A MINIMUM SOIL BEARING CAPACITY OF 2 TONS PER SQUARE FT. Z Q 3. COMPRESSIVE STRENGTH OF CONCRETE MUST ° °° _ O m BE A MINIMUM OF 3000 PSF AND MUST HAVE 5% m Q Q Q EXIST. SHED TO 7% AIR ENTRAPMENT IN ACCORDANCE WITH o til LA Ln w Z — 20_10SECTION AND TABLE R402.2 OF THE RESIDENTIAL o 4" x I-_ U w w a CODE OF NEW YORK STATE. 4. PROVIDE STRAPPINGS FOR WINDOW AND I DOOR OPENINGS TO COMPLY WITH W.F.C.M. 2001 : co RAFTERS TO CRIPPLES TO TOP PLATES, CRIPPLES Y r 18'-7" TO HEADERS, AT BOTH ENDS OF JACK AND KING a) T rr Y . S STUDS. 0 cc Lu LLJa M O M Q ■.. V_ W Cry EXIST. GARAGE 24'-5" U) FINISH EXIST. 2ND FL. OF GARAGE W/ 1/2" GYP.BD. D cm =O @WALLS & CEIL. ` o uj N W ADD HARDWOOD FIN. FLOOR W U1i W Z Z HOME THEATER w 5 M J W a O N � = r- va EXIST. 2X12 @ 12" OC FL. JOISTS ABOVE 3 O zp EXIST. 2X10 & 2X8 ROOF RAFTERS u N EXIST. 2-2X10 COLLAR TIES cr a w , N v O ( 5/8' FIRE-RATED GYP. BIRD. @CEIL. F ELECTRIC SYMBOLS SYMBOLS z ZD H v & COMMON WALLS U) W z 0 0 R RECESSED CEIL. FIX. EXIST. WALL q w mo z q z O O 36" RAILING I_ Z 1 0 Cw.7 wWZ � 0 Q a�����v �mz cr a D DOOR OPER. SWITCH C DEMO.. WALL W z Q Z O� C7 1 HOUR FIRE-RATED, INSULATED, = SELF CLOSING DOOR w _64" jb — q 0 v O O DN o ISE S@ F REC. FAN & LIGHT NEW WALL a w z q .. z (Y w F 2-2x12 HEADER ON 3" 7- /2" l9 v 1L -_ O 0.�! N Lo STEEL COLS. TO FTGS. z Lou N O-F -0) PWD. RSWITCH W aL —W v Q W �N ADD INSUL. @WALL v w v Z _R �[ — — o � � Wgjw�-Q -i = ALF-WA L l"J WALL SCONCE 01 WALL TYPE p Q w m O a I . uP ,o�RISJRS P OF GROUND FAULT OUTLET DOOR NUMBER =O q w W Q a(Y w O~w Q 8 7 /2 n 3 2 oCEIL.LOW 3 cF' F t! z0(La[00[Yg30 RAI SWITCH OPER. DUPLEX E1 WINDOW TYPE OPEN RAIL HS T BACK NEW WALL I �� 3z, \ 13'-114' 3., UNDER CAB. FIXTURE MW-01 MILL WORK NUMBER 3 1., APPLIANCE OUTLET F-01 FLOOR FINISH NUMBER ROOF OF BREEZEWAY BELOW �� FLOOR FINISH NUMBER r i ER MI TLE N QUAD OUTLET O ' C-01 /2'2M RT ON W/ IA EA j S SMOKE DETECTOR A-01 APPLIANCE NUMBER 2 5# ILDI PA Z P W S BFO R C CO2 DETECTOR PLUMBING FIXTURE SECOND FLOOR PLAN OF PROPOSED RENOVATION @ EXIST. GARAGE 2X8 dF ERTI s J 1/�4�� CEIL. FIX. SECTION MARK LL] ,� EXTERIOR ELEVATION ELEVATION MARK 8'-44" VERIFY LOCATION W/ G.C. O O INTERIOR ELEVATION RE-USIE STRUCTURAL POSTSON S \ FF ADD TWO NEW 20"X20"X8" & HEADERS FROM EXIST. ` POUR. CONC. FTGS TO FRONT ENTRY -2)8 F ER TI S w p �� SUPPORT NEW STAIR HEADER Q N H �2.XBD J I'S AD FIXED LITE w o E5 Z EXISTING GARAGE FOUNDATION $ NEW ENTRY STEP & STOOP @ A. IDE OF DOOR > N 3 a . .... TO MATCH EXIST. N RE-USE 3LL '-0"X6'-8" FR.DR. o w GRADE (GARAGE SLAB) = 0.0" 3., SET BACK NEW WALL U & FULL LITE STORM DOOR — U TOP OF FIN. FL. @ ADDITION = +32.0" `C jc�. 1,k'l;2C%.i' '%: I' FROM .E�CIST. ENTRY m FIN. FL. @ADDITION TO ALIGN W/ EXIST FL. CU �. G .\ RE-USE BRICK PAVERS ~ I I TOP OF FOUND. WALL @ADDITION +17.5" ' I s5 ¢ �i D O w VERIFY THESE DIMENSIONS W/ G.C. ON SITE c IC � � N h SIN H '�•' Ca'.��� ISI- C7 Q tp _ ( ow w XQ 2 2X10 @ 16" O.C4 FLOOR JOISTS N N 2X EIA w - 8 RAF ER TI N z I I "9 )2f37`�'' .` i 2X6 @ 16" C IL. ITT N I �. ��0 2X4 @ 16" OC COLLAR TIES ( �� 2X8 @ 16 8" THICK POUR. CONC. WALL " OC 00� R FT RS 1 1 1 ON 16"X8" CONT. CONC. FTG. 2 L I 2" POUR. CONC. SLAB @ z CRAW LSPACE w —2-2 RA ffff TI 0 c LU W m O N cN"� F I N d Z z O N W F N UaXr 4@ I rW `� LUo Lu REMOVE 2 EXIST 18" WINDOWS & U O z w l H O N m O I in V Q J W ui O RE-LOCATE EXIST. 3'-0" UNIT z 1 z /'� Q o X CCD �] L Z N ^a w O oz z I.L Q RE-USE EXIST. HEADER ' j ^ o Q 10 LL `- ° } m Q 2. 0. z.. I _1.. 2._0., w m w �Q O I I �" W Q (— aZ0C7 � w I— z = W 0 3 I of 0 � -0DOu ° Q z NEW 3 11-1/2"X1-3/4" LVL DROPPED HEADER w O o O w w I I rn _S ~ — ON 3-1/2" DIA. ST. COLS. TO MASONRY FOUND. w U Q a m > I I �/J //� , ` W SIN `�� t1 J v NEW BREEZEWAY FLOOR TO W z ALIGN W/ EXIST. I < Z O w �, I I J U- Ir LL Ir U) I a I O O O° - I z �- U) EXIST. MIUDRM. & LAUNDRY = EXIST. LIV. RM. w EXIST. KITCHEN N J z T LL Q N z I O 00 z WQ J I w J EXIST. SIDE ENTRY co U Xm � W 0 i W fl� Lu w 2X10 @ 16" O.C. FLOOR JOISTS W W II z = O 2 - 3-1/2" ST. COLS FROM HEADER I r SUPPORT ABOVE - TO BEAR ON EXIST. MASONRY FOUND. LL ACCESS HATCH EXIST. HOUSE FOUNDATION ( CELLAR) 820 OLD SALT RD. MATTITUCK N.Y. FIRST FLOOR PLAN OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE FOUNDATION PLAN OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE 1 /4" = 1._0" 1 /4" = 1,_0,. — 1011 2 OF 4 NOTES 1 . ANCHOR BOLTS: a. MAX. SPACING OF THE 112" DIA. ANCHOR BOLTS IS 30" IN ACCORDANCE WITH TABLE 3.28 OF W.F.C.M. 2001 . b. 7" MIN. ANCHOR BOLT EMBEDMENT INTO CONCRETE FOUNDATION WALLS IN ACCORDANCE WITH SECTIONS 3.2. 1 .7. AND 3.2.2.3. co C. ANCHOR BOLTS MUST BE PROVIDED WITH Q o 3" SQUARE WASHERS IN ACCORDANCE WITH o Z SECTION 3.2.2.3. m � Q o a � Q d. ANCHOR BOLTS ARE ALSO TO BE PLACED 6" 3 w _j N N W Z Q � Q 5 5 0- w TO 12" FROM THE END OF EACH PLATE SECTION N Q IN ACCORDANCE WITH SECTION 3.2. 1 .7 2. PROVIDE PRESSURE TREATED LUMBER FOR ALL STRUCTURAL MEMBERS IN CONTACT WITH _ co RIDGE STRAP - SIMPSON THE GROUND IN ACCORDANCE WITH R319. 1 c r SHALL BE INSTALLEDED TO CONNECT EACH PAIR OF OPPOSING RAFTERS PER 3.2.5 OF WFCM 2001 --_-__ O YM ` SIMPSON H2. A HURRICANE TIES cc O FIBERGLASS/ASPHALT _ __._..____ CONNECTING RAFTERS TO TOP EXIST. SHINGLES TO MATCH EXIST. 12 EXIST. PLATES @ EACH RAFTER WINDOW WINDOW ROOFING FELT 7 Ilm 1/2" CDX PLYWD. SHEATHING V, M 2X8 @ 16"OC ROOF RAFTERS W X N EXISTING R-38 SPF + BATT INSUL RAY CEIL. N W co 1/2" GYP. BD. @ INT. ADJ. ROOF SLOPE TO 2-2X3 RAFTER TIES ACCOMODATE DORMER = Z 5 co DROPPED HEADER BEYOND ♦cb ROOF OVERHANG,SOFFIT AND TRIM V T O OD EXISTING WINDOWS TO MATCH EXIST. Q VINYL SIDING TO MATCH EXIST.---- ujL LO TYVEK HOUSE WRAPsi ` T SIN V r_ ® 2X4@16"OC STUD WALL — ------------------STUDWALL------- LEL [71 R-15 BATT INSUL 5 C -- — -------___-- 2" GYP RD n UyT O RE CATE KIT. IST. v� OP TO LIV. R W DOW BEYOND EXIST. WINDOW J L EILILI Ll CERAMIC TILE1/2 BEDDING COMPOU11ju Z Q 1-1/2" MASONRY W/RADIANT HEAT F z Lu Q W v U LL1 W I- S 3/4" PLYWD. SUBFL. 1 . T.O. EXIST. FL. Q Lu (D Z Q Z Q )X46@-16" -FLGO T.O. NEW FL. TO ALIGN Z W w O R-30 BATT INSUL. Q U v H-z N LSTA 18 UPLIFT STRAP CONNECTION — OL IL- - — WAtt-TO-FOUNDATION W/ 4-8d - LU LU l�Z Q< Q O uL p ty I- O COMMON NAILS @ EACH END Il LL.Q Q Z O m WO-v �N�v Q 8" POUR. CONC. OR CONC. BLOCK FOUNDATION z lL Ul O 3 N 2X6 ACO. SILL )"' SOLID CONC. @ BOLT LOCATIONS N Q v N LL p [Y 1/2" ANCHOR BOLTS ( SEE NOTE 1) '-ys; p/ LITO Q LU Q ON gyp= p =pQLL.QrQw0t uJ ~LL Q 0(3 T-0" MIN. BELOW =': 16" X 8" CONT. POUR. CONC. FTG. @ T-0" BELOW GRADE EXISTING GRADE SECTION # 1 THRU BREEZEWAY ADDITION - LOOKING SOUTH 1 /4" V-0" Lvj 4 -- -- ....--- -- FP t r �k OC FjERs EX T. RI RIDGE STRAP: SIMPSON LSTA15 2X,0 / SHALL BE INSTALLED TO CONNECT µ ' EACH PAIR OF OPPOSING RAFTERS n PER 3.2.5 OF W.F.C.M. 2001 EXIST. 2X10 CEIL.JOISTS �FIBERGLASS/ASPHALT SHINGLES TO MATCH EXIST. 0 IF EXIST. GARAGE ROOFING FELT 1/2" CDX PLYWD. SHEATHING c'\ - -- - - -2--25-- - - - ---- ----------------- 2X8 @ 16"OC ROOF RAFTERS /O 12 CONT. G R-38 (SPF INSUL. + BATT INSUL) / @\ 1/2" GYP. BD. @ INT. 2-2X4 COLLAR / OC\ Q Simpson Strong Tie H2.5A HURRICANE TIE TW 2036 TIES @ 16"OC SHOWER 9 J CONNECTING RAFTERS TO TOP PLATES @ EACH RAFTER RAILING 2ND FL. F�\ a_ TOCO06 NEW PWD. RM. WINDOW 2-2X8 RAFTEIR TIES DOUBLE TOP PLATE TO EVERY OTHER / W SEE PLAN FOR SPACING STUD CONNECTION: W VENT Simpson Strong Tie H8 or MSTA24 HALF WALL QU Wc a- Z SIMPSON H7Z HURRICANE TIES ROOF OVERHANG,SOFFIT AND TRIM TO MATCH EXIST. W (n LIJ C O 6E)NNEeT-ING RAFTERS To Tep VINYL SIDING TO MATCH EXIST. r W - PLATESTO STUDS—@_EACH RAFTER - TYVEK HOUSE WRAP V Q m W 1/2" PLYWD. SHEATHING Q 2X4 @ 16" OC STUD WALL EXIST. 2X12 @ 12" OC Lp 0 NEW GUTTERS TO OPEN R-15 BATT INSUL Lli SYSTEM RAIL TO CODE 1/2" GYP. BD. @ INT. ¢ EW WALL W w = W Q LANDING HEADERSTAIR NEW 2TO 3-1/2" FIRE-RATED DOD < O CERAMIC TILE T(J EXIST. UNHEATED ALL COMMON WALLS z Nv BEYOND 1/2" BEDDING COMPOUND STEEL COL. TO NEW r1J `n Q 20"X20"X8" CONIC. FTG. ARAGE TO BE FIN. W/ 5/8" V) f , W 0 `J 0 ' 1-1/2" MASONRY W/RADIANT HEAT � FIRE-RATED GYP.BD. Q — 3/4" PLYWD. SUBFL. ui Il -- --------- ----------------- ------------ - - I < LU 2X10@ 16"OC FLOOR JOISTS EXIST. WALL TOP OF FL. TO �- C) O R-30 BATT INSUL. ALIGN W/ -J Z LL EXIST. HSE. FL. O 0 O A-T8-UPt1FT-ST-RAP--GONNECTIO LSTA 18 UPLIFT STRAP CONNECTION WALL TO FOUNDATION W/ 4-8d WALL TO FOUNDATION W/ 4-8d O Q 0 0 `^ COMMON NAILS @ EACH END COMMON NAILS @ EACH END J } �J J 2X6 ACO. SILL o0 = N W Q z a, 1/2" ANCHOR BOLTS oO W 8" POUR. CONC. OR CONC. BLOCK FOUNDATION SOLID CONC. @ BOLT LOCATIONS 16" X 8" CONT. POUR. CONC. FTG. @ T-0" BELOW GRADE EXIST. GARAGE FOUND. (n Ill LL X 2" CONC. SLAB @ CRAWLSPACE W 0 3'-0" MIN. BELOW �(`{`^� '�°YW EXISTING GRADE F- I- Lu S O C) O O SECTION # 2 THRU BREEZEWAY ADDITION - LOOKING NORTH SECTION #3 THRU GARAGE BATH & STAIRS - LOOKING NORTH LL 1/4" = V-0" 1 /4" = V-0" 820 OLD SALT RD. MATTITUCK N.Y. A - 301 4OF4