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HomeMy WebLinkAbout31145-Z FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. NoT BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31145 Z Date MAY 18, 2005 Permission is hereby granted to: R K & KEYDEL SCRIPPS 114 W 47TH STREET NEW YORK,NY 10036 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL #5685Z at premises located at 2745 PINE TREE RD CUTCHOGUE County Tax Map No. 473889 Section 104 Block 0003 Lot No. 006 pursuant to application dated MAY 16, 2005 and a proved by the Building Inspector to expire on NOVEMBER 2006 . Fee $ 267 . 00 tho z nature ORIGINAL Rev. 5/8/02 INSPECTION REPORT DATE. COMMENTS t� FOUNDATION(1ST) FOUNDATION(2ND) r z 0 Y.- ROUGH FRAMING& PLUMBING ♦ H r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL OMMENTS O z m ro H O z x E� H x d ro H APPEALS BOARD MEMBERS ��0� SOUT Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road•P.O. Box 1179 Gerard R Goehringer Southold,NY 11971-0959 Vincent Orlando N ae Office Location: James Dinizio,Jr. • �OQ Town Annex/First Floor,North Fork Bank Michael A. Simon Oli,'C�� 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtown.northfork.net A I BOARD OF APPEALS 162005 `',, TOWN OF SOUTHOLD Tel. 631 765-1809 •Fax 631 765-9064 KDG 6EFT. tNDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 14, 2005 ZB Ref. 5685— Robert K. Scripps & ano. Property Location: 2745 Pine Tree Road, Cutchogue CTM 104-3-6 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 an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 33,184 sq. ft. parcel has 108.67 feet along the east side of Pine Tree Road, and is improved with a two-story frame dwelling and accessory garage, as shown on the June 26, 2002 survey prepared by J.C. Ehlers. BASIS OF APPLICATION: Building Department's December 13, 2004 Notice of Disapproval citing 100-242A and 100-244 in its denial of a building permit application concerning a proposed dormer addition. The reason for the disapproval is that the new construction will be an increase in the degree of nonconformance with a setback at less than 15 feet on a single side yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 31, 2005 at which time written.and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to extend the existing second-floor dormer and to add another dormer at the second floor facing the street, over the proposed new porch area. The new construction will not extend beyond the southerly side yard setback, noted in the Building Department's Notice of Disapproval at nine feet. The height shown on the elevation diagram prepared by Proper-T Services scales to 25+-feet at the top of the highest ridge. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The variance is for a small extension the existing second floor dormer, and for a new dormer at the front of the dwelling. The applicant is proposing to maintain the existing nine ft. setback of the first floor of the dwelling, which setback is noted in the Page 2—April 14,2005 ZB Ref. 5685—Robert K. Scripps&ano. CTM ID: 104-3-6 Building Department's Notice of Disapproval. After notices by mail, sign posting, and publication in the newspaper, no testimony was received to indicate objection or concerns to this application. The additions will not be undesirable, and home is presently a 1-1/2 story home with a dormer at the second floor. It is further noted that the applicant is not requesting a change in the dormer height (under 26 ft. to the top of the ridge), nor is there any request to extend beyond the existing nonconforming side yard. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The side yard is already insufficient and the ,property width is less than the code requirement. 3. The variance granted herein is not substantial. This southerly side will maintain the existing first floor setback on the southerly side at nine feet for the dormer(s), and the remaining northerly side yard is greater than 30 feet from the northerly (side) lot line, resulting in total side yards at greater than 39 feet (meeting the code required minimum for both side yards of 35 feet). 4. The difficulty was not self-created and is related to expand, utilizing the first floor area of the existing dwelling, which has existed for over 30 years. 5. 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 area consists of many lots with nonconforming width, and many of the lots include at least one, or 1-1/2 of the lots shown on the old filed map which date back to March 28, 1935. The lots run on angles and are not perpendicular to the street lines, which have a tendency to making the side yards nonconforming, which is true for most of the waterfront lots on Pine Tree Road. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of new dormer construction, 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 Goehringer, seconded by Member Orlando, and duly carried, to GRANT the variance as applied for, as shown on the elevation diagram prepared by Proper- T Services and the revision sketched on the June 26, 2002 survey by Mark K. Schwartz, A.I.A. 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. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This Resolution was duly adopted (5-i w Ruth D. Oliva, Chairwoman 5/ I'S/05 Approved for Filing , BUILDING PERMIT EXAMINER CHECKLIST .— DATE REVIEWED: J APPLICANT: �'�a� � DATE SUBMITTED: SCTM#DISTRICT: 1,000, SECTION: , BLOCK:� , LOT,6 SUBDIVISION: ADDRESS: CITY: 1 ZONING DISTRICT: CONFORMING BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/ C/0 Z- ) INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE'S_?K/e/REQ. LOT COV. d2ACT. LOT OV REQ. FRONT Q PROP. FRONT / REQ SIDE i, ' ACT. SIDE / REQ. REAR :i PROP. REAR `REQ. H .IGHT PRO EIGHT PROJECT DESCRIPTION: - W ESTIMATED PROJECT COST:, CHIT CT/ENGINEER: WATER FRONT? DESCRIPTION: c i"` `C�._ Cgl,(2p PANEL it FLOOD ZONE: BULKHEAD? DISTANCE? crt— -- APPROVALS REQUIRED SUFFOLK COUNTY HEALTH YES o O, ED ft DTI,.-._ /_/'` PERMIT#: TOWN SEPTIC RECEIPT: )Co1V PTIC C R�' 11CATION: Y o N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES DTE: _/ /_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES ISO DTE / / PERMIT#: TOWN ZONING BOARD APPROVAL .." or DTE: // / ERMIT#: TOWN PLAN. BOARD APPROVAL: or DTE: _/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o O NEW YORK STATE CODE CO �PA 2)) YES NO NOTES: c� a )(44 6 FEE STRUCTURE:FIRST FLOORN SF �� 13 SECOND FLOOR: SF , OTHER: SF INIT OT R TOTAL TOTAL: NSF FEE F E FEE G OSF - 0 SF)= SF X$ \''J=$ +$ +$ =$ ( SF)- NSF)= SF X$ =$ +$ +$ =$ 2K ( SF)- NSF)= SF X$ =$ +$ +$ =$ FINAL TOTAL: $ -�� 7 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N R60F RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) TOWN OF POUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDINUDEPARTMENT 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 www.northfork.net/Southotd/ PERMIT NO. / Check Septic Form / N.Y.S.D.E.C. / J Trustees Examined ,20 Contact: ChK r Approved ,20� M444.9- ,JiAi I 1'rZ 6 ERAW Disapproved a/ ril Phone: Expiration ,20 Nnv 12 2004 APPLICATION FOR BUILDING PERMIT __.. Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and,submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building,shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of.Ot;cupancy. 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. ,A_PPLICATJgN 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, to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or t ame,if a corporation) q / (Mailing Address of applicant) State whether applicant is owner, lessee gent, architect, ngineer, general contractor, electrician,plumber or builder Name of owner of premises �( /Z /,�.'(1/ZW fc '21 P05/' ( s 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 pto osed.wor will be done: 2 �- 5 R°, 115 2 �- tfaGv House Number Street Hamlet County Tax Map No. 1000 Section Block D 3 Lot d 6 Subdivision Filed Map No. Lot (Name) 1: 2. State existing use and occupancy of premises and intended use and occup cy of proposed construction: a. Existing use and occupancy �Lj' 6"'e0, �"fl/���'TT•4t� b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alterations Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units.on,ea (floor If garage, number of cars 6. If business, commercial or mixed occupancy;,specify nature and extent of each type of use. �iL�— �L�S • 7. Dimensions of existing structures, if any: Front Rear Depth t. Height Number of"Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories . S,E G fUl�v�E 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated lie 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO _ik"' 13. Will lot be re-graded? YES N Will excess fill be removed from premises? YES NO 14. Names of Owner of remises Address Phone No. Name of Architect�&& #W-, 7-Z_, Address 0 u. 0,k "YPhone No 72 Name of Contractor Address C44M f a gV E Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES,-S.OUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to'scale, with accurate.foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF y ) C6✓ T2 -being duly sworn, deposesrid'says thaf'(s)he is the applicant (Name of individual signing contract) above named, (S)He is the &172A�a_o zw_� . (Contractor,Age fit, Corp rate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this d day of ©C 20 q 54' otary Pub is Signature of Applicant LV4DA J.r,()'OPER Notaey dub lle,Stat®Of?40'YorkN0 �7®s fs Dew�-Olk oun 00 Terni SURVEY OF LOT 12 P/O LOT II MAP OF NA55AU FARMS N .FILED MARCH 28, Ia55 FILE No. 1.17a SIT ATE: PEGOKIG r' ~- ` W e s E TOY�IN: 5OUTHOLD T yr s suR v E r r� S ;, ���{R'l s;- -t- lk\ 5UEEOLK COUNTY, l�Y aEE� '� LT� �e� �� �� ok .t SURVEYED 06-26-2002 $'G F _ --a /NVI CA rr-- Y SUFFOLK COUNTY TAX # prL oed 5E 0 A001 rIOfv5- 1000-104-3-6 CERTEFM TO: ROBERT SIPS Wadow Lane ' S Lot 15 359.2V 6� N87TJ')2011E fe Fa 1.2'S ' 7-7 dilap. wire x fence •. 1— FEMA AE (8) � C12, :f' \\ FAO cpJ ' el.=e.e• FEMA X Frame P O ce ,r \oo Lot 12 aC�arage el: e �q sh + 17 Jed dr _ �y / ol.-a4• \\ ©��n ra. ge 19o,zc�-) j J I;011 masonry 1 a 9q — g — — --o •/�► J , / �— Fr me -TT I 0 e1.=11.2• 50 ' Lot-1 Ilip -- ,' ""4 j% d(.lve�Q� , 1. 12.0'i/ !SVIb _O"Tn el.=10 unpaved " /�`, �• —x— v � — remains o wire fen0-9 ce Fe � 373.12' 11.4' s87001120"W------------ \ Lot I I 49ogm r p SC G_G�J� �LGUI� G. ElAx, 09 �{\'O� �� mopn w[chreirn a I�lcisGensrbedtle Inc nedr seudrveyor's[e s ea o Is eo y o1 c% e , W_dMllo theNOTES: co:) UT.,l Stow EdeoGlo Low' ortro ll tf o c h l Ns�amd10 oio —1me dadMONUMENT FOUND y le ss b be valid We ' cop O PIPE FOUND ey w s pacdinc, '' r ica4oes ica[etl' sl9 ryliy Nat Nis Lhh 0� ond Su crdz rveys od doptad !. by Ne`lew York Stote Associcticn cf F'roless'nwl `V ond Sl yscrs. Sold certiflcoLlons shall rvn only STAKE FOUND �'SFO 6020 2C�Av L o Ne pe cn for w em the s�e�yl eeFmmed_ J [ and cn his tnholF to the Lido c � C,- ogees y a d le b w 5[iwticn listed heree,aM(J Lo the s�es cf Ns lerain�'v�sti[uLbn. Gertifzo- ticns w t tronsferotle tZ oddi[Icnal instituGtons AREA 33,04 5F OR 0.16 AGRE5 �T �a FEMA FLOOD ZONE DETERMINED BY L:OGATION OF THE M C. EHLER ,AND URVEYO GRAPHIC SCALE I _ 3O I N NOVO '2G DATUM 8' CONTOUR AS REFERENGED TO A USG5 BENGHMARK 6 EAST MAIN STREET N.Y.S.LIC. NO. 50202 II_ 1 - RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\02-212.pro SURVEY OF LOT 12 4 P/O LOT II MAP OF NASSAU FARMS N FILED MARCH 25, Ia35 FILE No. I I-ra SITUATE: PEGONIG T��S SuRVEy !-m S �•�,���;�'� a4q�� ��� � � TOM.- 5OUTHOLD aEEl'i A L-T E re E 0 ;�� � 'p SUEEOLLLLK COUNTY, KY 6 ,,,,a n�c Sc N r w 4)e rz rr SURVEYED 06-26-2002 _ 7- W a Al�l Gil E � s' SUFFOLK COUNTY TAX # ptl 0�0 5,E O A 001 7-16,rvS ,, { 1000-104-3-6 r J223 ,,n�1pp1�1�y�rIff��If�lpQgQl�ppR�fl�,,�f�f�, t', h.JGlllllWC'dlG1lJ'JL'lY: ROBEIRll SCRIPPS Meadow Lane s Lot 13 \ 359.21' blkh el.=os'. 6� N87°O1920"E fe Q / o;•� _ FEMA AE (8) ell- ,lop. wire Fence P F/ + oQ FEMA X C) \ Frame F�"\+ �o�o Lot 12 /,' aGarag P I i h lea, dr��e�' ,y0/�I.=/g./a•/' � "y"�_._Ir-I�JJ^O,I �o� I C 24-11 edge_ J \09 JnP / s ''masonry �o s qq _ _—__ og •�j �� e\ ,��j • -_ i Or patio 3 Fr MO IL2' — --------7 7 , `r\ 50' Ib' ®� Lot sho _ / /_- ..el. 12.o•I ,1 •4' ®fI Pilly y l -x_ _o.,•�20 / � r`Jey�aa i Jnpaved 12 03n remains o wire fence ofs's • OW S87°O1'20 � cty I *G�1-n �GZ!' 2/J0 FZ p/o 1c1 5 C Coal�0 Lot I I 00(-,04 r paPwt951Z d?aned'u,cvmarlxed licalce ade!tion to a survey mop beoring c ensed l —veycrs seal Is o /'�, \ V- violoticn of soct!on YolrklSt—'1 sub-tl! L l the +J d New St F—lticn Low.' NOTES: Cn!y spies from a orlgi al of !s survey marked with on original cF the bnd sin-veycr9 ' stamped seal shall be ccnsidered to be valid trve MONUMENT FOUND �' Naples' • Q` 'GortiFicaecos indicated hereon e!gmfg that mis O� Is[s" v Neww Yoprrke Splaarteed Ains saociaotrbdan of Pr Gtlef Pate Fo Lrn Sveyofaettlhsosep!aens od p PIPE FOUND ne l S 50202 and S veycrs. $aid certif lcat!ons shall rvn only ```Q. to the person for carom Ne survey Is preparetl. �O GV one on his behalf to the t!tle company,gcvenmen- STAKE FOUND C ons a or agency and lend g Institution listed hereon.a tl _ 5s!oa roo-c�We landing institution. Gerufic t! t tr ferable tc odditl—1 t!tvt!ons AREA = 53,184 5F OR O.16 ACRE5 FEMA FLOOD ZONE DETERMINED BY LOCATION OF THE JOHN Co EH LERS LAND SURVEYOR 8' CONTOUR AS REFERENGED TO A US65 BENCHMARK 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPHIC SCALE I"- 301 IN N6VD '2G DATUM RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\02-212.pro i/]] PM WIND-BO•R•N.E.DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL r 1 � I � I � I mot • •1 I I _ I 1. I I � I � 1 ' � I • II 11 II II , �►� r, ULTIPLE SECTION ASSEMBLY: I 1 I 1/4'THICK BOLTS @ 2'OC 11 II I I • II II I II �- II .• I I 11 .- � h. r- 1 a=�• rl. II 1 1 11 11 N.T.S. la. ): la, I j, FOR PANEL SPANS: I I I I 11 11 4'OR WIDER SPAN I i I I 11 23/32'APA SPAN-RATED 4=4 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4') I 1 II II 2x4 STRONG-BACKS @ 24'OC I I I I ASSEMBLY. I1 i 1).PREASSEMBLE PLYWOOD TO 2x41'S:#10x3'(w/WASHERS)GALVINIZED OR I I STAINLESS STEEL WOOD SCREW @ 12'O.C. 11 2).ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w/ 19� #10x3'(w/WASHERS)GALVINIZED OR STAINLESS STEEL �"•� WOOD SCREW @ 16"O.C. ALTERNATIVE FASTNER FOR SHUTUER TO BUILDING: } #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/WASHERS) ry +x " MACHINE BOLT @ I O.C. 4"0 ROOF VENT 'ROOF 4 ATTIC RATH 1 114 1 1n 1 114 ;1112 1 114 1 114 3 SHOWER SH )WER SECOND FLOG 1 114 3 3 3 11/4 C. �C.O. KITCHEN RATH 1 3" 11/4 4 11n 11/4 04 3 F.A.I. D W SIN SHOWER FIRST FLOOR C.O! 2 11/4 3 2 FIARFMFNT 11/4 11/4 04 W M SIN BASEMENT 11n . 11n C.O� 41 C.I.t— ------ TO APROVED SEPTIC SYSTEM HOUSE SLOPE" n PER FOOT PITCH TO TRAP DRAIN PLUMBING SCHEMATIC N.T.S. GENERA WIND FRAMING NOTES L 1).RIDGE-TO-RAFTER ASSEMBLY: + 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. 1 When a collar tie is used in leu of a ridge strap,the number of 10d common nails required CONSTRUCTIONNOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: intent and framing details.They are intended as a construction aid,not a substitute Lateral framing to table 3.3ar wallhen a rafter ons for r truss of not ail liin I r truss with scuds plates top plate hatters all be in for generally accepted good building practice and compliance with current New York State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3a 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal,stale,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached.lo a common member in the floor assembly with uplift connectors in accordance with table 3.3. 3).Dimensions shall take precedent over scaled drawings. 4).WALL ASSEMBLY TO FOUNDATION: (DO NOT SCALEDRAWINGS). First wall studs shall be.connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches In concrete responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques,sequences,or procedures,or for safety the.plate and nailed in accordance with table 3.3b.When steel straps are lapped under the precautions and programs in connection with the work.There are no warranties for a bottom plate,3'ineh square washes shall be used with the anchor bolts.Anchor bolt specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, anchor bolts are to be spaced between 612 inches from the end of a sill plate and all 5).Refer to the Window and Door schedule for exterior openings. comers. .TYPE I EXTERIOR SHEARWALL CONNECTIONS: 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior attached with 8d common nails at 6"o.c.at the panel edges and 12'o.c.in the field,and 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field-shall be in accordance with the length requirements specified in table 3.15a-b. 8).Wind load requirements shall be taken into account during construction. 6) TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type ll exterior shearwalls shall meet the requirements of table 3.15a-b times tore appropriate length adjustment factors in table 3.16. 1).The General Contractor and Mason to review plans,elevations,details and notes to determine intended heights of finished floor(s)above.typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increase;i when 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 3).Provide 112"expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached-with uplift-connections in accordance 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window.sill plates.shall be have steel connectors in accordance with table be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy f r-lnstallation• 3.5. 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 9).CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notches and to be minimum 3-1/2 inch thick. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building.Connections to the ridge and wall shalt he be 6).Crawl spaces to be provided with a minimum 1 B'x24"access opening.Install one attached with the above.requirements. Bx16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: 7).Dampproof exterior of foundation with bituminous coating as per section R406 of 1 Unless otherwise noted,all framing material to be#1 ACO,pressure treated lumber. N.Y.S.Residential Construction Code..A.6-mil polyethylene film shall.be applied over )• g the below grade portion of exterior walls prior to backfnlling. All fasteners,hangers and anchors to be galvinized or stainless steel. 2).Girders-for deck joists to be(2)2xl0,bolted to each post with washers and nuts. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. Girders on concrete piers shall be anchored with proper steel connectors anchored F RAM I N G NOTES into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. Edition Wood Framing Construction Manual. Use a minimum 1/2".dia x 7"long anchor bolt with washers and nuts.Footings Shall be 4 ft.below grade. 2).Unless otherwise noted,all framing and structural wood material to be 42+BTR. Douglas Fir. 4)..Deck joists to have blocking at 8'0 o.c.. " 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch lashing shall be installed between the building and ledger. otherwise. Ledger to be fastened to building with 1/2"dia.bolls with washers and nuts where needed. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 611 and 8'9.Provide fire to girder(s). and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 5).All lush beamstheaders to be installed with heavy duty galvinized hangers and PLUMBING NOTES anchors where applicable to al connecting joists. 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide blocking/bridging in loorjoists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure.Verify with ttie 8).Provide insulation baffles at eave vents.between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. needed. HVAC SYSTEM NOTES _ 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety CDX exterior sheathing grade plywood.Plywood-to cover over plates and headers. requirements. 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subloor 2) HVAC subcontractor is.to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. over subloor as per manufacture's instructions. 11 .All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it tni!z;General Contractor and owner for fmal review and approval. ceilings and over furnace to have 518"thick type-x sheetrock.All other parts of building to have regular 112"sheetrock.All walls to be taped and finished. ELECTRI CAL NOTES: 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material.over. 2).All electrical work shall be approvedby a qualified Underwriter. 13).All sill plates and wood in contact with concrete to be pressure treated.SRI plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per sflctibn R317 be installed with-a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. v 1 y - FLAN CONTENTS: � NAILING SCHEDULE ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 ESI NTIALNAIL NAIL JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE BUILDING HEIGHT RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL Q. FT. OF CONSTRUCTION CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND TO TOP PLATE 10'WALL:4-8d COMMON JOIST 1995 515G HIGH.WIND EDITION. WOOD FRAME CONSTRUCTION MANUAL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 OVER PARTITION WFCM-.SBC LAP NAIL ATTICS w/o STORAGE 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATT!C5 w/ STORAGE 20 TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 BLOCKING 2_Bd COMMON EACH TOE (LIVE LOADS PSFJ TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END ROOMS (SLEEPING) 30 TO RAFTER 2-16d COMMON END NAIL STAIRS 40 WALL FRAMING: GAURDRAIL5 (ANY DIRECTION) 200NAIL NAIL EXPOSURE CATAGORY JOINT DESCRIPTION QTY. SPACING NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO 2-16d COMMON PER FACE NAIL (ROOF -FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE TOP PLATE FOOT SEE NOTE:1 NAILING SCHEDULE SEE GENERAL NOTE PAGE TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL EGRESS SEE FL.00R PL.AN5 AND WINDOW SCHEDULE STUD TO 24" FACE STUD 2-16d COMMON O.C. NAIL HEADER TO 16d COMMON 16"O.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,2 END JOIST OR BLOCKING PLUMBING RISER DIAGRAM FLOOR FRAMING: JOINT DESCRIPTION QTY NAIL NOTES SPACING JOIST TO: 4-8d COMMON PER TOE SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2-8d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE FIRE PROTECTION SEE FLOOR PLANS TO JOIST 2-8d COMMON END NAIL (SMOKE 4 CO2 DETECTORS) BLOCKING TO: EACH TOE TRUSS DESIGN N/A - STANDA D STICK AME GONST UCTION SILL OR TOP PLATE 3 16d COMMON BLOCK NAIL ENERGY CA CU ATIONS R SCHECK 3.5 RELEASE I LEDGER STRIP 3-16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON 3-8d COMMON PER JOIST TOE TO BEAM CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BTOBEAMAND T PER END GROUND WIND SEISMIC FROST WINTER ICE FLOOD SHIELD TO JOIST 3-16d COMMON JOIST NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS BAND JOIST TO: PER TOE NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 45 LBS. 120 B SEVERE 4 FT. MODERATE SLIGHT TO ROOF HEATH I N G: TO HEAVY MODERATEE JOINT DESCRIPTION QAIL NAIL TY. SPACING NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: [STRUCTURAL Bd AS PER TABLE3.8 WFCM-SBC SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES ATPANELEDGES SUPPORTS IN THE PANEL FIELD CEILING SHEATHING: 4'PERIMETER EDGE ZONE 8d COMMON @ 6"D.C. 8d COMMON @ 6"O.C. SEE NOTES:1.3 NAIL NAIL SEE NOTES:1(BOTH FIELDS) JOINT DESCRIPTION NOTES INTERIOR ZONE 8d COMMON 6"C.C. ' 8d COMMON @ 12"O.C. QTY. SPACING • @ NOTE:2 FOR PANEL FIELD GYPSUM 7" O.C.EDGE " GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. Bd COMMON @ 4"O.C. SEE NOTES:1,3 WALLBOARD Sd COOLERS 10"O:C.FIELD NOTES WALL SHEATHING: NAIL THESE NOTES ARE ONLY TO BE REFERRED TO.IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION QTY SPACING NOTES 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, STRUCTURAL AL AS 8d COMMON WFCM PER A S CBLE 3 9 the 4 foot perimeter edge zone attachments required shall be used. 7116'OSB 6d COMMON 3"O.C.EDGE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. PLYWOOD 6"O.C.FIELD For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. GYPSUM 5d COOLERS 7" O.C.EDGE WALLBOARD 10"O.C.FIELD 3).Tabulated 4 inch c.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For N framing members with 0:42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. JOINT DESCRIPTION NAIL NAIL NOTES OTY. SPACii•IG DGE I WALL SHEATHING REQUIREMENTS FOR WIND LOADS: STRUCTURAL PANELS BdCOMMON 6"O.CIE1 1"OR LESS 12"O.C..F1EL D SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD THESE NOTS ARE ONLY TO BE 4'EDGE ZONE Bd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD SEE NOTES:1,3(BOTH FIELDS) M NTIIONEDE N SCHEDULE NOTES ON Y REFERRED TO IF INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 1).Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing NOTES is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. members shall be doubled,or alternate connectors, 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall such as shear plates,shah be used to maintain load path. be used. 2).When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with to be reduced toll-16d nail per foot. G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. TYPICAL DECK WIND UPLIFT REQUIREMENTS HEADER GIRDER CONNECTIONS: USE THE FOLLOWING USP BRAND OR APPROVED EQUAL GALVINIZED DECK HEADER UPLIFT METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND SPAN SPAN Ibe: INSTALLATION BY MANUFACTURE. 6' 1408 PRODUCT DESCRIPTION UPLIFT GALV.MINIMUM 20' s Isla NUMBER lbs. FASTNER REQUIRED 10' 2341 4x4 POST: (12)16d COM. NAIL 12' 26IT PBS44 POST CAP 1815 BEAM: (12)16d COM.NAIL 6' 185la 4x4 POST: (8)16d COM.NAIL 20' 8' 2419 PBSE44 END POST CAP 1430 BEAM:(8)16d COM.NAIL 10' Bolas 12' 3118 - KC44 44 COLUMN CAP 3265 BEAM/GIRDER: (2)5/8"BOLTS 6 2310 POST/COLUMN:(2)5/8"DIA.BOLTS ' 8' 3081 36' 10' 3651 PAU44 44 2240 FOOTING/PIER:5/8"x7"ANCHOR BOLT 12' 4621 POST ANCHOR POST/GIRDER: (12)16d COMMON NAILS CBE44 44 3585 WET POST ANCHOR COLUMN BASE POST/GIRDER: (2)1/2"DIA.BOLTS UPLIFT CONNECTIONS FOR: KCB44 44 5650 WET POST ANCHOR • JOISTS-TO-GIRDER I HEADER COLUMN BASE POST/GIRDER:(2)5/8"DIA. BOLTS •o p• DECK CONNECTION MIN. ad NAILS 6x6 POST: (12)16d COM.NAIL °• SPAN CAPACITY REQUIRED OBS66 POST CAP 1815 BEAM:(12) 16d COM. NAIL 0 12' 421 Ibe. 4 6x6 POST:(8)16d COM. NAIL I6' 526 Ib6. 5 PBSE66 END POST CAP 1430 BEAM:(8)16d COM.NAIL °• 20' 626 Ibe. 5 6x6 BEAM/GIRDER:(2)5/8"BOLTS 6 Ibe. 6 KCC66 COLUMN CAP 5225 24' -12 POST/COLUMN:(4)5/8"DIA.BOLTS =III „111111=III-111 IIIIII111III=III=III=III ,,, 28' 826 Ibe 1 TYPICAL DECK 32' 921 Ibe. 8 PAU66 6x6 2350 FOOTING/PIER:5/8"x7"ANCHOR BOLT N.T.S. 36' 110 Ibe. 1 POST ANCHOR POST/GIRDER: (12)16d COMMON NAILS CBE66 6x6 3570 WET POST ANCHOR COLUMN BASE POST/GIRDER:(2)1/2"DIA. BOLTS 6x6 WET POST ANCHOR KCB66 COLUMN BASE 5640 POST/GIRDER:(2)5/8"DIA. BOLTS TY-DOWN JOIST: (6)8d COMMON NAILS o RT10 ANCHOR 585 HEADER/GIRDER:(6.)8d COMMON NAILS ALT. RT20 TY-DOWN 1105 JOIST: (9)10xl-1/2 NAILS ANCHOR HEADERIGIRDER:(4)10d COMMON NAILS INSTALLATION NOTES: 1).ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WITH POST ANCHOR 2).HEADER&GIRDER CONNECTIONS TO BE ATTACHED TO EACH POST WITH POST CAP 3). EACH JOIST TO BE ANCHORED TO GIRDER OR HEADER WITH TY-DOWWN'STRAPS. JOIST HANGERS TO BE ATTACHED TO A PT LEDGER BOARD THAT IS TO BE BOLTED TO BLDG. ♦ i WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND, FLOOR WALL-TO-1ST, FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD .CRIPPLE STUD-TO-HEADER RT3 .OR RTI APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST, FLOOR-UNDER-SILL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE T44E FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE Z OTHER STUDS FOUNDATION 5/8"DIA.ANCHOR BOLT FOR ALLOWING CONNECT CORNER STUD ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING R CR HOLDDOWN INSTALLATION TO TRANSFER SHEA SILL PLATE TO FOUNDATION 1 STORY 7z•OC AWL SPACE OR FOOUNDATION FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION 2 STORIES 36'OC COMMON NAILS T 6" O.C. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57.00 SLAB-ON-GRADE SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS (USP LBP658 OR BP583) SHEAR WAU- -CORNER CONNECTION NOTCHED RAFTER RAFTER RIDGE RIDGE TYPICAL RIDGE TD :RAFTER STRAPPING TYPICAL RIDGE SEAM TO RAFTER STRAPPING RAFTER RAFTER TOP PLATE TOP PLATE-0 WALL STUD WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION All-TERNATIV'E-4RAFi'ER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER JO(S?"FRAMING OVER WOOD GIRDER WALL STUD WALL STUD BOTTOM PLATE BOTTOM PLATE ID BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST DOUBLg JOIST FOR UNDER A..BATHTUB DOUBLr=. JOIST FOR NON-BEARING .WALLS r 2ND, FLOOR WALL STUD KING STUDS 2ND, FLOOR PLATE I: CRIPPLE STUD SUBFLOOR RIM BOARD HEADER D WOOD JOIST GIRDER/HEADER IST. FLOOR TOP PLATES JACK STUDS O WOOD JOIST IST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST. FLOOR WALL STUD 1ST, FLOOR PLATE SUBFLOOR SILL GASKET t WALL STUD TERMITE SHIELD BOTTOM PLATE RIM BOARD SUB FLOOR DBL. SILL PLATES DOUBLE JOIST DOUBLE S11_1_ PLATE - (TO OVERLAP JOINTS) FOUNDATION WALL 70o FOUNDATION WALL - - - ` DOUE3LE..JOIST FOR NON-SEARING .WALLS IST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORiR4 AIN AA UNDERWRITERS CERTIFICATE APPROVED AS NOTED REQUIRED B.P.# e, ljl — — — —— — — —— — — —— — — —— — — —— — — —— — — —— — — — — - — — — — — —— — — — — — —— — — — — - NEW TN2(542 TN245(o TN2450 EXIST. WINDOWS DAT 11 111 IJ I 0=======i1 FEE: B — — — — — —— — — —— — — ——— — —— — — — — — — — — — — — — — — - —— — — — — — — —— — — — 2-2x5 HDR 5-4" 1 N NOTI BUILDING DEPARTMENT AT 14-3POST 765-1802 8 Am TO 4 PM FOR THE FOLIOWING INSPECTIONS: III-bit lu 1. FOUNDATION - TWO REQUIRED 'RETE FOR POURED oil 2. R DUGH - FRAMING & PLUMBING EXISTING I I D- < BATH 3. 1�SULATION d) 4,F NAL - CONSTRUCTION MUST BA5rz�4FENT I I BATH - LOFT co QB COMPLETE FOR C.O. A CONSTRUCTION SHALL MEET THE R IREMENTS OF THE CODES OF NEW Yo STATE. NOT RESPONSIBLE FOR 101-011 RATIVE DES GN OR CONSTRUCTION ERRORS. NINDON 0 0 (o ev 15 K ABOVE SD 1 /,\\A - -Z\\I I SINK j 1-11 �11A! I COI!PLY WITH ALL CODES OF L 1;)N 0 5-2x4 P05T NEW POST AE30\/E- %Z ZNEWYORK STATE & TOWN CODES INSTALL TRIPLE F.J. Sb` HIGH WALL lu fAS REOUIRED AND CONDITIONS OF < BELOW NEW P05T Nil OAK CAP --------- -- 2 L&-,, - �&- SOLITH 2c OLD TOWN ZBA A T FEE' 7Po5jT NOTI BUILDING ju � K AND BIFOLD SHUTTERS < LU SOU-1 HOLD TOWN PLANNING BOARD Q V - 0 E SOUTHOLD TOWN TRUSTEES N vm tit OPEN TO BELOW Lu N.YS.DEC 0 J O < + BATH L j I I I I r,\ CD EYEBROW WINDOW0 5'-4-- PLUMBING x w = 17 e-- ALL PLUMBING Y'A 7—= ,- 1- 0 X gg--V/\-- &WATER Ll NEf !` -c--1 [— . < UP TESTING BEFORE (X,, IL � I I I i � - Ea Ea i m d- � � �- � �- :2x5 LEDGERtu ALL CONSTF,! L — — —— — — —— — — — — - MEETTHERr-,4 —— — — — — — — —— ——— — ——— — — — —— — — —— — — -J CODC-, — —— — — —— — — —— — — — — — — — — — — — — — — — — — — —— < TN210410-2 EVZF-55 WINDOWS X= AA FLOOD ZWI\Tj- 2-2xio 6" COMPLY WITH CHAP' -R A- FLOOD DAMAGE PRE 'ENTION ROOF BELOW SOUTHOLD TO%"',,'N' CODE. Iro"O GONG. FILLED 5ON07U15E TO 3'-0" BEL7"rF) EX 1 ST I N& FOU1�]�AT 10N FLAN FROFOSED 5Er----,0Nr;) FLOOR PLAN ON GRADE ( SCALE: 1/4 1'-0 5CALE: 1/4 1 '-0 AA f, vx 00 I :D DINING KITCHEN J J L LOFT I , , 1TI- t!T x 1110 0 tu Lu 0 x LLI OF 0,�J!%.'U,,;-i T- Z rr L-j -7 DN 0 7- PN Lu K IP q] OL BEDROOM 5-2x4 F05T ABOVE LIVING ROOM OPEN TO BELOW Aic LATH. C,L 6 > PEN JU 0 lu x 0 — 5� v w < U LIJ 13 41 UP u > 56" HIGH RAILING NEW DECKING W 2x2 BAL15TER5 5/4x4 DECKING 511 O.G. (7YF.) 5-:2x5 _ _ EX157 1Nr.--p FIRST FLOOR FLAN EX 1ST 1 N6 SECOND FLOOR PLAN DRANN BNr: KEN 5 t Er.) A' SCALE AS N07 JOB #: IN SC UP 5R 3- t�)A7F-: 11/1/04 5 r-,ALE 1/4 1"-0 50ALE: 1/4 1'-o 5HEF-7 NIJT-1BrR,: 171-411 i NEW DORMER NEW EYEBROW lo CEDAR SHINGLES SIDING O N BOARD BATTEN 09 SIDING TO MATCH EXISTING M,LLL ,j±L1,N ll JELON ,111 ml �ml 1�1 , a oxZ � v x IL ... •. • . � • ' '•;� ' • . � � F.G. � V � L 4 1 OL LATTICE BELOW I — - - -- - - - - - - -- - 1 DECK (TYF.) - -- - - -- - - -- -- - - - - L L — — —— - - — - - - -- — —-- —— — — — — — — —— — — - - - - - - - - - -- - -- J �E57 ELEVAT 1 ON 5CALE: 1/4"=1'-0" NEW DORMER W/ ASPHALT SHINGLES 11JI � lU tu ii Iff I, IMI NEW NEW PORCH PORCH (BEYOND) 11-1 11111111 11T 11 U IFIFIL1110[ I 4• I I I I LJ LJ I I 1 1 .' � ,• T;)RA NN BY: KEN 5 — — — — — —— — �r< �� --a., \� 5G,4LE: 5 NOTED - C -- - - -- - - -- - - -- - - -- - - -- - - - - - - -- -� - - -- - - - - - - -- - - -- - - -- - - -- - - -- - - �- � D �,4;`���� � - - - - - - -- - - -- - - -- - - -- - - -- - - - - - - -- - - - -- - - -- - - - -- - -- - - -- - - - - - - - - - - - .10B : I #�4rF w ••� sty - DATE: 11/1/04 NORTH ELEVATION SOUTH ELEVATION �� z �>�i� .� �,�� 5HEET NUMBER: 5GALE: 1/4"= 1'-0" SGALE: 1/4"=1'—O" II I i 2x10 ® 16"o.c. RR W/ 1/2" PLYWOOD SHEATHIN6, 50# BLDG PAPER, ICE 4 WATER CONT. RIDGE;VENT4� SHIELD AND ASPHALT SHINGLES (TYPICAL) EXISTING RR, CJ , 1 AND INSULATION V TO REMAIN n n n n u n n NEW DORMER ROOF < 1 V 2x6 @ 16"O.G. W/ 2x8 G.J. ® I6" o.c. I/2" PLYWOOD SHEATHING, NEW EYEBROW �J TY\/EK HOUSE WRAP AND 3 BOARD $ BATTEN SIDING WINDOW C0NT. TO MATCH EXISTING SOFFIT VENT i i 2-2X10 OR \ ' 5-1 j"xl�" n � i O M I CROLAM LOFT o 5-2x8 HEADER p} Lail 1111111111 .. NEW PORCH KI TGHENit f ` DR EXISTING L.R. DEN e '♦ a :t EXISTING BA5EMENT a L� toe� •d V A SECTION A-A. SECT 10N B-B 50ALE: 114"= 1 '-O" 5GALE: 1/4"=1'-0" O R V 1 DRAM B .JOB #: . DATE: 11/1 f• 4':X 4 �,