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31594-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31543 THIS CERTIFIES that the building NEW DWELLING Date: 04/24/06 Location of Property: 55 BROWN ST GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 48 Block 3 Lot 29 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 24, 2005 pursuant to which Building Permit No. 31594-Z dated NOVEMBER 14, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5733 DATED 9/1/05. The certificate is issued to SCHEMBRI DEVELOPMENT CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0104 04/11/06 ELECTRICAL CERTIFICATE NO. 7004 04/12/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 04/12/06 WM.SCHWAMB PLUMB.&HEATING Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN IIALL 765-1802 n � 4 APPLICATION FOR CERTIFICATE OF OCCUPANCY r I This application must be filled in by typewriter or ink and submitted to the Building Department with the following: - - A. For new building or new use: L Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate s,irvey of property showing all property lines, streets, building and unusual natural or topographic features. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 / Date. Vi 1p1Vl _�1� New Construction: V Old or Pre-existing Building: (check one) �1 r Location of Property: ��_ i-�l?D1c)y1 House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block_ 3 Lot C � Subdivision ti r'Y _ ✓ d Lev- Filed Map. (__ Lot Permit No. Date of Permit. it ! 5 D> Applicant: AJ�iD✓G��4L _ d�r�(xL Cvr�� Health Dept. Approval: IC -- t 10_Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ C� J -DO C{vLL`k' �ooN3: 0 3i 5 3 Final Certificate: FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31594 Z Date NOVEMBER 14, 2005 Permission is hereby granted to: A ROJAS (SHORELINE DEV.) 55 BROWN ST GREENPORT,NY 11944 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED FRONT PORCH AS APPLIED FOR PER ZBA DECISION #5733 at premises located at 55 BROWN ST GREENPORT County Tax Map No. 473889 Section 048 Block 0003 Lot No. 029 pursuant to application dated OCTOBER 24, 2005 and approved by the Building Inspector to expire on MAY 14, 2007. Fee $ 872.40 j' Authorized Signature ORIGINAL Rev. 5/8/02 09/25/2005 23:54 76595083 APPEALS BOARD MEMBERS Ruth D, Oliva, Chairwoman 041`111rd P. Goehrin`ar Vincent Orlando Jame., Dinirio. Jr, )vlichael A. Simon TOTH hit W' llarho)derwn,rrorthfork.na BOA.f D OF APPSALi; TOWN OF SOUTAfr.OLD Tel. (631) 765-11109 • rax (6.11) 76S-906} PAGE 01 PAGE 02 Sautho!d Town Hal) 53095 Mam Road • VO. Box 1) 79 Soutlrola, NY 11971-0959 OfFica l_M •+nom• Th" Annex 'First Flax, Vmh Fork Bank 54373 Main Road (at Youngi Avenue 1 SowlMkk NY 1.1971 FINDMIGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 1, 2005 ZB Ref 5733 - SHORELINE DEVELOPMENT CORPORATION (and A. ROJAS) Property Location: 56 Brown Street, Greenport CTM 49-3-22 SEORA DFTERMI nTvrhi• The Zoning hoard of Appeals has visited the property under considaradon in this application and ds%fmines that this review falls under the Type II cal the State's List of Actions, without an adverse effect on the environment if the �� of planned. pro)_ct Is implem9nted PROPERTY FN: The applicant's 6.082 sq, ft. vacant land has frontage along two streets, 68.48 fart along 2 gtreet and 110.74 feet along Brown Street. @ASIS QF gpPn: Buikhrg Department's ADril 27. 2005 of Section 100.241 in MS derwal of an application for a building Disapproval, citing at IeSS than the cods lling -required 35 h. front yard (minimum) setback. The reason stated iproposed e Building d. Notloa d Disapproval is that a Permitted. 12 ft. Setback hoar the front lot line at Brown Street is not erinitl "he Zoning Board of Appeals told a public hearing an this applkation on July 7, 2005 and August 18. 2005 at which time written and oral evide�Co were presented, Based upon 5 and t*rAugust documenlacts t personal indpe Teva tN the property and other evidence, the Zoning Board finds the (slowing fads to he true and relevant: 6f Tz A VARIANCE Rtl F REQUESTED; In applicant's ortnina) applicalbn, a setback of 12 feet 1v9 2005wird pay the 1 Z� survays bi linea re are gpael, for s new dwelling, as shown on the April orlginall r t>roDosed with a was aiZo 30 R by 34�with a 35d by ft. setback (mn Taft inin;naxn)II Ill. Tfrom the westhe new lerrtty front line at 9 Street, and 41 feet from the easterly (rear) yard line. AMENDEDT RF, r T: During the July 7. 2005 hearing. the eppiicsnt was requested to increase the nonconforming setback for a possible alternative Plan that wand be more conforming to rile code's front selbedc requirement of 36 fast. J05 23:54 7b59500 LATH PAGE 02 Coli PAGE B3 Page 2 - Soptembw 1. 2005 ZB Fite Ref. 5733 - shoreline 0avebpmsrq (Rots) CTM 4a -3.2y Or the August 18, 2005 publichearing,perapplicant described the two W*od � rc�prg the original request. One Of the the original request of 12 feet proposed a front yard Setback at at 19 fast, Increased from alternative propoaad a 21 .R. (minimum)mto a Coventry style with a Size 27 i by 45 fl.). The second Lindell Co aback from tins IrOrd lot line at Brown Street (related to a ttage style akin a $its 25 R by 40 R.). RE N R T On the basis Of testimon Personel inepectlons, the Board sakes the follow findings:Y material submitted and. 1. Grant Of an al(emeyvO variance why not produce an unde!50" change in the character of the neighborhoodwith street or frontages to nearby properties. The lot is Only 50 fast in width and is on a corner proposed et the waste and two front yards. instead Of two side yards. A sanitary aye em is County Department of Haayh sectt9e of tris PrOPer►Y to meet to setback reguifemerts of the Services. The northerly yard Is resiview to the on rSuffolkta minimum Of 10 feet, and the rerrlairling easterly yard is f � a rear IY aids yard at A feet. A minimus size house would be allowed with the grant of the aRernetl46 t a mfnknrsn o! 35 from the southerly front yard at Brown Street, while maintaining minirnum code,rrq D f x(minimacks for the remaining three yards. 2, The berafit $Ought by the`apptloant cannot be achieved by sore method,Orn the southerly feasible for the aPPlicalt to pursue, Other than an. area variance. The 20 ff.. minimum Setback front lot tine is rhe maximum reduction that tna Board would approve. fr 3. The variance granted herein is substantial, representing a 42% reduction d the code required 35 R. setback from the southerly front yard at 20 Leet (minimum), 4. The difficulty has been:, Beit -created in that the cOde_requirgd taring aatbadcs for this noncorlforrnirg Ion are difficult t0 obtain. S. 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. 6 OreM o/ ettemative relief i9 the minkhhum action necessary and adequate 10 enable the applicant t- enjoy the benefit of a single-family dwelling. while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community, 11 ON F Aijp: In rxhnsidering tel of the above factors and aPPVAnQ test under Now York Town Law 237.9, motion was offered b Chat Oliva. the balancing Member Orlando. and dWv cMirled, to y rr�ortnsrl Uliva, seconded by DENY the original varianceas appy for,and t0 1 A t GRANT alternative hetet in a locetiprh at a minimum of 20 dept from the southefly front UrA [005 23:54 7659508 TOTH PAGE 03 t Nee 3 - Seplrriber 1.2003 ZD Fila Rd. 5733 - SfteWre Deve"Rw* (R"6w CTM 403x9 property line at Brown Street, with the following CONDITIONS: 1) The height to the top of She ridge Shap not be grmW then 29 (set. 2) All water runt! from rod woes shad) be o0.9acted by punters and placed M proper and adequats.sized under-graxrd catch basins to capture this water. This aotton does not authorize or Condone any current or future use, setback or other feature of the subject property that may vRAM the Zoning Code, other than Such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayer. Mambas Oyvs (Chau Orlando, Dlnizio, and Simon. (Member Goahringer was absent.) This Resolution was d ad t D Vincent ano, h innan/Memtber 0/006 Approved for Filing Apr 21 06 11:26a Schembri Homes 6319294302 p.2 1 �'ttttleltleelerwane�� Nassau Suffolk Electrical Inspections, Inc. SA Conal Street • Center Moriches, New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application: 7004 Date:4/12/06 I3sued to: Shoreline homes Address: 55 Brown St Village: Greenport Introduced By:: M&B Electric License#:39879-ME was examined and approved up to the above date and was in compliance with the NEC A/Oc® tatRoorli P434XWO Pod WGwgp assannento 2nd800rO Gwmrerad HctTUb adduct I Swllches. Receptacles Fialuras G.FI. Microwave Smola getoclora 1 19 41 30 7 1 7 Fang ObhwasMr WeaharlAmps GryuJAmpe Oven Range/Amps Carbon Monoxide 1 1 1 1 1 rt Res furnaca Oil Gat HutZonae Whirlpool Bell Transformers r Yes 2 1 1 Malar Amps Phase Mobm I 0 A H Dither This certificate must not be altered in any manner Equipment: rt Res 11 08 08:32a Schembri Homes Town Hall, 53095 Main Road P.O. Box 11'9 Southold, New York 17971-0919 ��o�OgUFFO�,�eaG 0 tx 6319294302 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERT IFICAT ION Date:q11 ZI ota Building Permit No. _31 ss -44 /p Owner: Vrlr/t°— &VCP4r0ea* C.O✓�s. I 11 (please print) `_ Plumber: \� �`\l t`Wljd t -] 1 1 y Q(�- (please print) P.1 Fax (631)765-9502 Telephone (0,J 1) 765-1802 lead. I certify that the solder used in the water supply system contains less than 2/1 o of 1 % Sworn to before me this la dayof_200b r � Notary Public, County LYNN BUftNETT #4215C34 Notary Public, State of New York Qualified In Suffolk County W Commission Expires 12/21!20. .� nF Sllii.Qe. *"* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 11OULATION [ ] FRAMING/ STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:( DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765m 1802 NSP ION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS CATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE l INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ IR OH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 2 © INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /� A tam DATE L (a (o INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [k--rROUGH PLBG. [ ],FqUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �- fi"`- V Cry SD f Qaf NN � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ [ ] FO DATION 2ND [ [ FRAMIN / STRAPPING [ ] FIREPLACE 8� CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE `� INSPECTOR FIELD INSPECTION REPORT 1 DAT9 COMMENTS FOUNDATION(IST) -------------------------------------- (A7�y FOUNDATION (2ND) - - - ---- - - - -- �z ROUGH FRAMING & PLUMBING 77t y ! GVL. _ � - _._ p�� - - ✓ �", _ INSULATION PER N. Y. INSULATION STATE ENERGY CODE AAA VAMax- Z 1 FINAL /u ` i' ADDITIONAL COMMENTS yl;za _ U G - o y Jo z 1 IV - N W yI� 4 y Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 April 15, 2006 Southold Town Hall Building department PO Box 1179 Southold NY 11971 APR 1 8 RE: The Americana on 55 Brown Street, Greenport, NY. Permit # 31594 Schembri Homes 1039 Sound Ave Calverton NY 11933 I hereby state that to the best of my knowledge, belief and professional judgment that the pressure test for the plumbing pipes was performed on the above project and is in compliance with the New York State building Code amended March 2003. Sincerely; Robert Higgins, AIA Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 December 9, 2005 Town of Southold Building department UEG 1 2 2005 RE: Schembri Homes Riverhead NY Coventry Victorian on 55 Brown St. Greenport, NY Permit # ZB 31594 The Damproofing has been installed as per plans and the New York State Building Code and hereby approved. Sincerely; Robert Higgins, AIA loo6 — 5';'—.?-29TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. ✓" LOT ;/ w FORMER OWNER �–c N E ACR. .137 1 iVLrKSrDt: �OMtS4ZA/C. S W TYPE OF BUILDING EO. SEAS. VL � FARM COMM. CB. MISC. Mkt. Value 3/%�� q ,i/ �r / // �1 LAND IMP, TOTAL DATE REMARKS ��_ 5 — / Q0, 3Nly8URD � c a /.�� $a000. Al cREdsNAr+ Gtr ,. G!- p-zss Ne N SOLD /J> 79 6TAMP5 . LY13uep 0WF fe F,vERSIb X"es Toe- 4. 8bo1F ase _ No12/A)7q �coL J6MES Imp- 7o N, ),IgvetgLW L 4S 2 8-7o.- 5 - -r ,- azo c-) AGE BUILDING CONDITION i NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable I Tillable 2 ' rillable 3 Noodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD tS /ti^ bpi -louse Plot DEPTH BULKHEAD Total DOCK 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, 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 /�/' Survey www. northl'ork.net/Southold/ PERMIT NO. 'jr J / % �i Check Septic Form N.Y.S.D.E.C. i Examined ( , 20 T%) i Approved i/ 20 Disapproved a/c Expiration 5 ( 200-7 B ilding Inspector Contact: Mail APPLICATION FOR BUILDING PERMIT t< )5 U� t Date / –� T 20 e- � tI 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 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 re val or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building cod , usin code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspection n A applicant or name, if a corporation) U ' (Mailing address of applicant) State whethewlicant is owner, lessee gent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises i ,vl –A (As on the tax roll orRatest 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. on whiA proposed work will be done: House Number Street Hamlet County Tax MW No. 1000 Section /00 Z) Block p "1t�� M Subdivision 3G=0 cN Lot O'— � I V I� Vt/ (r t� C File ^' ' Lott 3 (Nat e) State existing use and occupancy of premises and a. Existing use and occupancy b. Intended use and occupancy. Nature of work (check which applicable): New Buildti Repair Removal Demolition 4. Estimated Cost 230000 Fee and occupancy of proposed construction: Other Work Alteration (Description) (To be paid on filing this application) If dwelling, number of dwelling units___L__Number of dwelling units on each 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 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—_a��_Depth Height Number of Stories 9. Size of lot: Front –SEi . Y !� Rear b �% Depth l/0,%/7� ; 10. Date of Purchase U Name of Former Owner 4&1 �a i 1 `9TAS 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 remises He mb�e (��(�Addres�/Oo7�F�J��2A�lZ Phone No.�3/�'� Name of Architecw5 Addres • / G✓R hone No� Name of Contract t1/t Address N Phone No 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. I£ elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STAT F NEW YORK) SS C Y Oi n ) i ' (Name o ividua� (S)He is the being duly sworn, deposes and says that (s)he is the applicant above named, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swo t re met ay of 20 t Notary Public CMBEST NoWy6Hiblk�Stab o1 New lblt NA 6097121 � F M a* AvkFd 8.2W f� Si ature of Applicant Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT*** Date: 10/24/05 Receipt#: 1315 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3535 $10.00 Check#: 13158 Total Paid: $10.00 C: Name: Schembri, Homes Inc 102 Sandpiper Dr. Riverhead, NY 11901 Clerk ID: LBOHN Internal ID: 3535 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 27, 2005 TO: Shoreline Development Corporation 102 Sandpiper Drive Riverhead, NY 11901 Please take notice that your application dated August 22, 2005 For construction of a new single family dwelling at Location of property 55 Brown Street, Greenport County Tax Map No. 1000 - Section 48 Block 3 Lot 29 Is returned herewith and disapproved on the following grounds: The proposed construction on this 5968 square foot non -conforming parcel in the R-40 District, with two front yards is not permitted pursuant to Article XXIV Section 100-244 which states that such parcels require a front yard setback of 35 feet. Following the proposed construction the dwelling will have a front yard setback of 12 feet from Authorized Signature CC: file, Z.B.A. I o W SURVEY OF W 3 LOT w LOT 3 S $2`44'3 O MAP OF SET STAKE E o GREENPORT DRIVING PARK O - FILE No. 369 FILED DECEMBER 1, 1909 105.52' N SITUATED AT FERC E 0.5'N. 0.4'W. HI SE 45.0' W'D00 HAKE GREENPORT O � w � = TOWN OF SOUTHOLD 5.0' SUFFOLK COUNTY, NEW YORK 19�d CONCRETE LOT O S.C. TAX No. 1000-48-03-29 C N FOUNDg770N e SCALE 1"=20' � • CONG, m 0�! `— I MAY 21, 2005 �J CONC.--° — M DECEMBER 11, 2005 FOUNDATION LOCATION v PIER 40.0' M I AREA = 6,082 sq. ft. CO LO ,J 0.140 ac. rl O Lf") SET NI W000 STAKE rv� 0 CERTIFIED TO: 82044'30" w i DEVELOPMENT EON COMMONWEALTH LANDTITLECOMPANY EDGE OF PAVEMENT BRO� S 1 REQ+ l iPUBLIC WgTER IN STREET) 1 10. 74' UNAUTHOZED kTEFOTpN OR /.OgT10N TO THIS SURVEY 5 A NgATpN OF SECTION 72M OF THE NEW YORK STATE EWUTKM LAW. COPIES OF THIS SURVEY MM NOT BEANNG THE LAID SUBVEYOR'S INKED SEAL OR EMBUSSED SELL SNA1 NOT BE CONSIDERED TO BE A VARI TRUE COPY. CERNF,CATUMI INDICk E HEREOR SH U- RUN ONLY TO THE PERSON FOR WHOM THE SUTEY 5 PREPARED, AND ON HIS BEHLLF TO TME TIRE COIPANY. WVERMIENTAL EN AGCY AND TENDING INSRTMN LISTED HEREON, AND TO THE ASSIGNEES OF THE LENNNG INSTI- TMON. CE"I'ICATONS ARE NOT TRANSFERABLE, THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Y K z U >Q 9 10 82.44' STAKE FENCE O,9,S, PROPOSED� <DRIVEWA,r a 82°44'30"' w �x;E°:: d (,*0- Cti1'PEY DATE APP1?rVr- T'_� EX. i v u DWELLING SURVEY OF go (USES PUBLIC WATER) W LOT 3 LST O MAP OF x GREENPORT DRIVING PARK E '^ FILE No. 369 FILED DECEMBER 1, 1909 NCEo OS. 105.52' SITUATED AT WOOD FENCEFE FaNCE °5'" 0.4'W. SET SET GREENPORT iH T NCE 3.0'S. WOOD@ STAKE SET LATH TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK LOT O 3 S.C. TAX No. 1000-48-03-29 PROP05ED w SCALE 1"=20' SOUSE m � 4I' O A O�� z 3 MAY 21, 2005 M M (\ w m AREA = 6,082 sq. ft. -.. -. Lr) N p 3 a 0.140 ac. 30' TEST HOLE Z N 1 TEST HOLE DATA SET ry (n (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 7, 2005) I0 3 110.74' PROPOSED EDGE OF PAVEMENT WATER SERVICE 3 B Onj(PUBL WATERSTREET DWELLING (USES PUBLIC WATER DWELLING (USES PUBLIC WATER) NOTE: 1. THE HOUSE AREA IS 1,020 sq. ft. OR 16.8% OF TOTAL LOT AREA. 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2 POOLS; 6' DEEP, 8' die. PROPOSED EXPANSION POOL _ PROPOSED LEACHING POOL ® PROPOSED SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. UNVJINORlm ALIERATpN OR ADO"Mm TO THIS SURVEY IS A NOTATION OF SECTION 7209 OF THE NEW YOM STATE EDI UKW IAW. COPIES OF TMS svfi MMP NOT BEARING THE I.UID sIIRVEYOR'S IRKED SEAL OR ENBOssED SEAL S NOT BE CONSIDERED TO BE A VAUD ME COPY. CDSRFlGraNS WDIGTm HEREON SNNL !NN „ OXY 1D INE PERSON FOR MqY IME SURYEY " _K PREPNILT, ANO ON IRs SETIAIF 10 T11F TT£ COMPANY, GGSIOlMa1rI1 AOENCY AND To THE W511Km LISTED HEREON. IND To TIE ASSIGNEES OF 1HE LVOT TI MWU nmaN. ca:IlFkAinNs ARE NOT TR.WSTERAWE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, F ANY, NOT SHOWN ARE NOT GUARANTEED. 0' NEO SAND AND LOAM 2' 2E BROWN FINE SP MEDIUM SEND 10.7' aER IN LLE BROWN FINE SP I MEDIUM SAND 17' 'CAFTC, F N.Y.S. Lie. No. 5041 Nathan aft Corwin Ill Land Surveyor 992 Roanoke Avenue Riverhead, New York 11901 PHONE & FAX (631)369-5473 z U 0 1Q w F 4¢ 2 o LL DWELLING U ¢ o (USES PUBLIC WATER)w O w m 3 v CLOT q 3 s3_p E 1DIR pIVE D\FEN E 105.52' Zr VEWAY a. 0.9' PENCE O FENC OD FENCE FENCE JCS WOOD STAKE 37'55 N WOE N S.p, d PR LOT R) OPOSED N � � HOUSE TO 4-j L62 V s o z 3 M LQ n v O W TEST HOLE Zo (6vl 30.1 SET WOOD STARE _ L� N 82.44'30" W 3 .................................... SET NAIL 3IN TREE ROOT 1 10.74' PROppSED EDGE OF PAVEMENT YYATER SERVICE �2.p BRIO �/r 3 (PUBLIC WATER TRSTRE�" E �L ET) DWELLING (USES PUBLIC WATER) usEsDWELLING PUBLIC WATER) NOTE: 1. THE HOUSE AREA IS 1,020 sq. ft. OR 16.8% OF TOTAL LOT AREA. 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 30.0 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO J. BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2 POOLS; 6' DEEP, 8' dia. PROPOSED EXPANSION POOL PROPOSED LEACHING POOL ® PROPOSED SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. SURVEY OF LOT 3 MAP OF GREENPORT DRIVING PARK FILE No. 369 FILED DECEMBER 1, 1909 SITUATED AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAXNo. 1000-48-03-29 SCALE 1"=20' MAY 21, 2005 AUGUST 11, 2005 REVISED PROPOSED HOUSE AREA = 6,082 sq. ft. 0.140 ac. TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 7. 2005) 0' MIXED SAND AND LRAM 2' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOUTION OF SEC➢ON '209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURNEYOR'S INKED SEAL OR EMBOSSED SEAL SHAUL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CEROFICAPONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Is PREPMED, AND ON HIS BEHALF TO THE TRLE COMPANY, GOVERNMENTAL AGENCY MD LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INI NTIOW CERTMATIONS ME NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. LE BROWN FINE SP MEDIUM SAND 10 7' HER IN LE BROWN FINE SP MEDIUM SAND 17' W • ' W 4 Z SURVEY OF W 3LOT LOT 3 S $2'44'3 O MAP OF W w�% WOOD STA E E o GREENPORT DRIVING PARK r��ll of W J STOCKADE FENCE ALONG UNE 105-52'FENCE FILE No. 369 FILED DECEMBER 1, 1909 , z z i w� — 0 O.L. SITUATED AT SEPTIC N/S. WOOD STAKE HIMNEY 0.2'W GREENPORT T TANK r 0 0I - ti0 I o 45.D TOWN OF SOUTHOLD is / 50' w a SUFFOLK COUNTY, NEW YORK _ N >� CQ 2 STORY LOT O FR AME HOUSE 3 S.C. TAX No. 1000-48-03-29 1 �, oao m SCALE 1 "=20' = 20 4 GAS - O ^ MAY 21, 2005 DECEMBER 11, 2005 FOUNDATION LOCATION \ _ 5' 40.0• M ^ MARCH 25, 2006 FINAL SURVEY 4T"y� I �'t--__---_—__ BAY WINDOW _ _ _ N -- 35_3'___ Q� y AREA = 6,082 sq. ft. of _wJ�fi '— 0 � 0.140 ac. / WDDD STAKE / j (UNDER DCR NS NDTION) 3 to \ \ \ N 8� CERTIFIED TO: 44'w 30" \ SCHEMBRI DEVELOPMENT CORPORATION COMMONWEALTH LAND TITLE INSURANCE COMPANY \\ / I WATER METER �. ' "L IN TREE R00T \10.74 \ _ WATER METER \\ \\ 3 EDGE OF PAVEMENT \ R I ST EE iC WATER T IN gTRE G = N , PREPARE E YW S M HED IN FOR 7 ...z..r SU"FF ll _ ,_ _ .. ..- SCi67 Q '1F`�i. ANr,)SV-) S. Lic. No. 50467 ~FHORIm ILI OION OR NXxOoN To r sumEY a A NaAro OF i _..::, ,(}�' : 0XKATTOI Wla W NEw raac STATE r3 4 :V'+" R o-os - G l .. `, CD%ES of THIS StNMY IMP NOT BEIRBG Nathan Taft Corwin 111 I 4 ' : SERI SHALL EMBOSSED NOT BE CONSIDERED E BE A VNp iRDE COPY. Land Surveyor ONLY TO T-IE EIM)N F HEREON 9E S RUN ONLY rU 1HE PERSON FOR WHOP THE SAND 1 ' i•y� _ v,\N / �. rs PRPswm. Nao oN Ms BEIwr ro THE TEND couPANY, AND IX) LIS ED 0011. A IFNOwO INSIf1UIgN IlS1ED HDtFAN. AND To THE ASSIGNEES OF TIE IFNDMG INBTI- NRON. CERR FlOkS NW NOT TRANSFERABLE. 992 Roanoke Avenue -'� fiN•ai T�.J.,,r' THE NCE OF RIGHT WAYS Riverhead, New York 11901 _f. AND/Wawa- OR EAC ANY. NOT �SHOWN AREDFNOT�GUAR WED. PHONE & FAX (631)369-5473 GENERALCONSTRUCTION NOTES 12. Basements with habitable space and every sleeping room shall have 23, glazed openings in Woad -Rome debris regions (areas within - Type Less than or at least one operable emergency escape as follows: hurricane prone regions within 1 mile of the coastal high water ALL habitable rooms shall be provided with aggregate glazing area agencies. The General Contractor sahll be reponsible for all installation, Sill height of not more than 44 inches above the floor line were the basic wind speed is 110 miles per hour or greater 1 All construction shall conform to the Residential Code of New York State- 161nches A. Minimum net clear opening of 5.7 sgeure feet. or 120 miles per hour, shall meet the requirements of the large effective January 2003, and all Local Building and Zoning Codes and the ventilated. Refer to Code section R303 Except grade floor openings shall have a minimum net clear Missle test ASTM E 1996 and the ASTM E 1886 New York State Energy Consevation Construction Code, ALL CODES 25 - 32 of the residential Code of Newyork y opening of 5 square feet. referenced therein. Shall supercede the drawings and shall be Incorporated into the 19. B. Minimum net clear opening height shall be 24 Inches. with Chapters 33 - 42 of the Residential Code of New York State. drawings WHETHER they are indicated on the Plans or NOT, where no window is provided on a separate switch. C. Minimum net clear opening width shall be 20" A. EXCEPTION Guardrails are required where the difference in GRADE is more than 12 - 24 of the Residential Code of new York State D emergency escape and rescue openings shall be operational Wood Structural panels with a minimum of thickness of 7/16 inch 2 The reference Standard that was utilized In the Design of the SUPPORTS from the inside of the room without use of keys or tools. and a maximum span of 8 feel shall be permitted for opening the structure Is the AMERICAN FOREST & PAPER ASSOCIATION JOIST- EACH 51DE STUD TO STUD (FACE NAILED) protection Panels shall be precut to cover the glazed openings Wood Frame Construction Manual for one and two family dwellings 13 No back -fill shall be placed against the soundation walls with attachment hardware provided in the table below. 1995 High Wind edition (800-890-7732) THIS MANUAL shall EACH STUD until the first floor framing Is in place or brace the foundation Label all panels and store in a clean dry area of the house be incorporated into the drawings WHETHER they are indicated 8.160 Attachements shall be provided in accordance with the table on the plans or NOT 14. Double joists under parallel partitions and under whirlpool tubs as follows: 16' F.c, along each edge BUILT UP CORNER STUDS Double around openings in floor and roof framing 24" ON CENTER 3 Wnhen Dimensions take precedence over scaled dimensions 106 fi •• NAIL EACH LAYER AT 23 -INCHES ON CENTER AT TOP AND BOTTOM AND STAGGER NAILS 2 -NAILS AT EACH END AND AT EACH SPLICE 15. Metal flashing shall be installed were concrete abuts wood, Fastener Schedule for wood plywood panels 4 The contractor poor to the start of construction shall verity all JOISTS TO S.LL, TOP PLATE TO GIRDER (TOE NAILED) omit were decks abut house framing TABLE 1609.1.4 dimensions, existing or new and be responsible for field fit. 2-5D EACH END BLOCKING TO JOISTS TOE NAILED/ Fastener 16 Install joist hangers at all flush structural load bearing conditions, 5 All electrical, Mechanical and Plumbing shall conform to all State, Local Type Less than or acted and approved and County Codes and shall be inspected pp by the governing 9 17 ALL habitable rooms shall be provided with aggregate glazing area agencies. The General Contractor sahll be reponsible for all installation, equal to 6 feet of not less 8 percent of the floor area of that room, and the minimum materials, design and code compliance. 161nches operable area to the outdoors shall be 4 percent of the floor area being 9 inches Screw or 10d ventilated. Refer to Code section R303 6 The Plumbing system shall be installed in accordance with Chapters center o ce er Nails 25 - 32 of the residential Code of Newyork y 18. All window and door headers to be 2-2x10 unless noted otherwise. d wiring shall be Installed in accordacne 7 The Electrical equipment an r g 19. Vent dryers to exterior and bathrooms shall have mechanical ventilation with Chapters 33 - 42 of the Residential Code of New York State. Screws where no window is provided on a separate switch. 8 The mechanical system shall be installed in accordance with Chapters 20 Guardrails are required where the difference in GRADE is more than 12 - 24 of the Residential Code of new York State ON CENTER AT INTERMEDIATE AT 48" OC Fastener Panel Span Panel Span Panel Span Type Less than or less than or less than or bearing capacity of 1 -TON per square Foot equal to 4 feet equal to 6 feet egaul to 8' 2-1/2" #6 Wood 161nches 12 inches 9 inches Screw or 10d on center on centern center o ce er Nails WHENEVER an alteration, addition, a conversion I made to an Existing Residence, the smoke detection system of the ENTIRE residence must be APPLIED VERTICALLY AND ,- I� 2-112" #8 Wood 16 inches 16 inches 12 inches Screws on center on center on center TOP PLATES /�^*� 51MP50N L650 PH05 HOLDOWNS PROVIDE ON EACH ASIDE OPENINGS AND AT GARAGE CORNERS REFER TO PHD5 DETAILS WALL BRACING PANEL WALL BRACING PANEL INSIDE vIEW OUTSIDE vIEW WALL BRACING PANEL DETAILS REQUIRED BETWEEN GARAGE DOOR OPENINGS AND AT EACH CORNERS OF THE GARAGE. NTs . SIMPSON L550 ft;�., ROOF FRAMING 2-20GAGE X 1-1/4" METAL Handrails are requried on stairs with 2 or more risers of a 130 miles per hour and a 33 foot mean roof height. STRAPS ON INSIDE FACE bearing capacity of 1 -TON per square Foot 21. Smoke Alarms Shall be provided In each sleeping Room, outside of P P 9 W/5 -8D COMMON NAILS ENDWALL,-_4 10 Poured in Place concrete shall have an ultimate compressive strength IN EACH END structural panels. � � at 28 days of 3000 psi Except exposed slabs, garage slabs and steps shall be 3500 psi. All work shall be 1n accordance with Chapter 4 of the shall be Interconnected and hard -wired to commercial source. Where screws are attached to mason or stucco, the shall masonry y 1/2" PLYWOOD SHEATHING Residential Code of New York Slate, All Concrete shall conform to WHENEVER an alteration, addition, a conversion I made to an Existing Residence, the smoke detection system of the ENTIRE residence must be APPLIED VERTICALLY AND ,- I� the latest ACI standards NAILED WITH 8D NAILS G. BLOCKINp� 3" ON CENTER STAGGERED Maximum Nail spacing for 8d Deformed nails H ALONG ALL EDGES AND 6" 11 Base design value for visually graded dimensional lumber, E,Joists, studs 22 Carbon Monoxide Alarms: All CO alarms shall be connected to the lighting ON CENTER AT INTERMEDIATE AT 48" OC TOP PLATE -O TOP PLATE !FACE NAILED , SUPPORTS PER FOOT TOP PLATE AT INTERSECTIONS ( FACE NAILED) 4-16D JOIST- EACH 51DE STUD TO STUD (FACE NAILED) 2 -I&D 24" ON CENTER HEADER TO HEADER (FACE NAILED) HOLDOWNS BEYOND 16" CC ALONG EDGES TOP AND BOTTOM PLATE TO STUD 2-160 EACH STUD CONCRETE FOUNDATION WALL BRACING PANEL WALL BRACING PANEL INSIDE vIEW OUTSIDE vIEW WALL BRACING PANEL DETAILS REQUIRED BETWEEN GARAGE DOOR OPENINGS AND AT EACH CORNERS OF THE GARAGE. NTs . 30 Inches and openings In guardrails to be 4 inches maximum apart. This table is based on a maximum wind speed (3 -second gust) ROOF FRAMING 9. All Footings shall bear on Virgin, undisturbed sell with a minimum Handrails are requried on stairs with 2 or more risers of a 130 miles per hour and a 33 foot mean roof height. Ground Snow Load, 45 psf bearing capacity of 1 -TON per square Foot 21. Smoke Alarms Shall be provided In each sleeping Room, outside of P P 9 Fasteners shall be installed a[ opposing ends of the wood ENDWALL,-_4 10 Poured in Place concrete shall have an ultimate compressive strength each separate sleeping area in the immediate vicinity of the bedroom and on each story of the dwelling, including basement and cellars Alarms structural panels. � � at 28 days of 3000 psi Except exposed slabs, garage slabs and steps shall be 3500 psi. All work shall be 1n accordance with Chapter 4 of the shall be Interconnected and hard -wired to commercial source. Where screws are attached to mason or stucco, the shall masonry y c !` Residential Code of New York Slate, All Concrete shall conform to WHENEVER an alteration, addition, a conversion I made to an Existing Residence, the smoke detection system of the ENTIRE residence must be be attached utilizer vibration resistant anchors haven s g 9 minimum ultimate withdraw capacity of 490 pounds _ the latest ACI standards brought up to code, hard -wired and interconnected Cade section R317 1 1 G. BLOCKINp� 4-IGO Maximum Nail spacing for 8d Deformed nails H TYPCIAL' 11 Base design value for visually graded dimensional lumber, E,Joists, studs 22 Carbon Monoxide Alarms: All CO alarms shall be connected to the lighting DESIGN LOAD INFORMATION AT 48" OC Rafters and All Framing lumber shall be DOUG -Fir #2 or better, E=1 6, circuit with no Intervening wall switch Battery -powered alarms are not allowed. NAIL SPACING ROOF FRAMING Fb = El (based on table 4A WFCM). repetitive member shall be1006 psi. CO alarms are required on each level on which sleeping quarters are located A Ground Snow Load, 45 psf ACQ Lumber Requires the Follwing: a.) Cannot use Galvanized Nails on Any Provide one Detector In the Basement and one on the First Floor B. Rooms other than sleeping, LL = 40psf, DL = 1 Opsf ACQ Lumber, b.) Use Copper flashing (Only) against ACQ Lumber 5-16D C, Sleeping RoomsLL = 30psf. DL = 10psf Nailin Schedule for Lateral and Shear ROOF SHEATHING ATTACHMENT REQUIREMENTS D. E. Roof LL = 31 DL = 1 Opsf Roof with cathedral Ceiling: LL = 30psf, DL=l5 psf EACH TIE BLOCCING TO RAFTER TCE NAILED.` F Decks & Exterior Balconies LL = 60psf, OL = 10psf Connection requirements BASED ON TABLE 380E THE 1995 WFCM HIGH WIND ADDITION G. Guardrails and Handrails LL=200psf 4-IGO Maximum Nail spacing for 8d Deformed nails H Attic without Storage. LL = 10psf, DL = 10psf BASED ON TABLE 3.1, 3.3A, 3.4, 3.1 OF THE WFCM 1995 HIGH WIND ADDITION I. Attic with storage. LL = 20psf, OL = 1 Opsf DESCRIPTION NUMBER OF COMMON NAILS 120 (MPH) NAIL SPACING ROOF FRAMING Spacing At panel At intermediate RAFTER TO TOP PLATE (TOE NAILED) 3 -BD EACH RAFTER CEILING JOISTS TO TOP PLATE (TOE NAILED) 3-8D EACH JOIST CEILING JOISTS TO PARALLEL RAFTERS (FACE NIALED) 5-16D EACH LAP CEILING JOISTS LAP OVER PARTITIONS (FACE NAILED) S,I6D EACH LAP COL -AR TIES TO EACH RAFTER (FACE NAILED) 4-80 EACH TIE BLOCCING TO RAFTER TCE NAILED.` 3-aD EACH ENC QIM BOARD TO RAFTER )ENC NAILED) 2-160 EACH END RAFTERS TO RIDGE VA__ET OR HIP ,TOE NA,,ED; 4-IGO EACH RAFTER RAFTERS TO RIDGE ✓ALLET OR HIP (FACE NAILED! 3-160 EACH RAFTER WALL FRAMING YES REFER TO TOP PLATE -O TOP PLATE !FACE NAILED , 2-,6D NOTE PER FOOT TOP PLATE AT INTERSECTIONS ( FACE NAILED) 4-16D JOIST- EACH 51DE STUD TO STUD (FACE NAILED) 2 -I&D 24" ON CENTER HEADER TO HEADER (FACE NAILED) 16D 16" CC ALONG EDGES TOP AND BOTTOM PLATE TO STUD 2-160 EACH STUD BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-IbD NOTE I PER FOOT DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET OF END JOISTS, FACE NAILED IN LAPPED AREA 8.160 CONTINUOUS HEADER TO STUD TOE NAILED! 4-60 CONTNUOUS HEADER TO STUD'TWO PIECES, 16d 16' F.c, along each edge BUILT UP CORNER STUDS 106 24" ON CENTER ELLT UP GIRDERS AND BEAMS :-INCH LUMBER LAYERS 106 fi •• NAIL EACH LAYER AT 23 -INCHES ON CENTER AT TOP AND BOTTOM AND STAGGER NAILS 2 -NAILS AT EACH END AND AT EACH SPLICE FLOOR FRAMING JOISTS TO S.LL, TOP PLATE TO GIRDER (TOE NAILED) 4-e0 EACH J015T BRIDGING TO JOISTS (TOE NAILED) 2-5D EACH END BLOCKING TO JOISTS TOE NAILED/ 2-8D EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3 -I&D EACH BLOCK LEDGER TO STRIP BEAM (FACE NAILED) 3-160 EACH JOIST JOIST ON LEDGER TO BEAM (END NAILED) 3-eD EACH J015T BAND J0157 TO JOIST IONIC NAILED) 3-160 EACH JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILEpJ 2-IbD NOTE I PER FOOT NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL SHEATHTING NAILED 6" ON -CENTER AT PANEL EDGES CEILING SHEATHING ATTACHMENT REQUIREMENTS 5d cooler nails spaced 7" on edge and 10" in field J. Seismic Design category. C K 3 -second design gust wind speed of 120 mph ENERGY NOTES 1 The Architect certifies that to the best of his knowledge, belief and professional judgement, the drawings are in compliance with the RES -CHECK report for the New York State Energy Conservation Construction Code effective July 3, 2002 2. All HVAC systems shall meet the NYS Energy Code. It shall be the responsibility of the General contractor to submit in detail the design, calculations, drawings of the mechanical, Fasteners for asphalt shingles shall be galvanized or stainless steel, air conditioning, ventilation heating systems stamped by a aluminum or copper roofing nails, minimum 12 gage shank with a professional engineer if required by the Owner or Building Dept minimum 3/8" inch diameter head the fasteners shall penetrate through the roof sheathlin and coin with ASTM F 1667 9 9 comply 3. All glass to be double paned, insualted with a LOW -E Casing and shall have a U factor of not greater than 35 All asphalt shingles shall have self -seal strips or be Interlocking, and comply with ASTM ❑ 225 or ASTM D 3462 4 All exterior doors, including the basement door shall be insdated with a maximum U factor of .4 and have weatherstripping. For normal applications, asphalt shingles shall be secured to roof Exterior fire rated doors shall have the same U factor and with not less than six fasteners per strip. weatherstripping and shall be self-closing. ICE PROTECTION An ice barrier that consist of at least two layers of underlayment cemented together or of a self -adhering polymer modified bitmumen sheet. Ice protection shall extend from the eave's edge to a point at leas( 24 Inches Inside the exterior wall line of the building NOTE A For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, include on each side of the roof peak, the 4 -foot perimeter edge zone attachment requirements shall be used. WALL SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3.9 OF THE 1995 WFCM HIGH ADDITION) Maximum Nail spacing for 8d common nails WIND 120 (MPH) SHEATHING LOCATION Spacing At panel At intermediate (SEE NOTE A) ICE SHIELD edges edges INTERIOR ZONE 12" o,c. 6" 12" over EACH RAFTER to achieve full load. Ft I l�plml Ie-" o,c. 6" 12" PERIMETER EDGE 20NE 12" o. c. 6" 6" LOAD Jr." O.C. 6° 6" J. Seismic Design category. C K 3 -second design gust wind speed of 120 mph ENERGY NOTES 1 The Architect certifies that to the best of his knowledge, belief and professional judgement, the drawings are in compliance with the RES -CHECK report for the New York State Energy Conservation Construction Code effective July 3, 2002 2. All HVAC systems shall meet the NYS Energy Code. It shall be the responsibility of the General contractor to submit in detail the design, calculations, drawings of the mechanical, Fasteners for asphalt shingles shall be galvanized or stainless steel, air conditioning, ventilation heating systems stamped by a aluminum or copper roofing nails, minimum 12 gage shank with a professional engineer if required by the Owner or Building Dept minimum 3/8" inch diameter head the fasteners shall penetrate through the roof sheathlin and coin with ASTM F 1667 9 9 comply 3. All glass to be double paned, insualted with a LOW -E Casing and shall have a U factor of not greater than 35 All asphalt shingles shall have self -seal strips or be Interlocking, and comply with ASTM ❑ 225 or ASTM D 3462 4 All exterior doors, including the basement door shall be insdated with a maximum U factor of .4 and have weatherstripping. For normal applications, asphalt shingles shall be secured to roof Exterior fire rated doors shall have the same U factor and with not less than six fasteners per strip. weatherstripping and shall be self-closing. ICE PROTECTION An ice barrier that consist of at least two layers of underlayment cemented together or of a self -adhering polymer modified bitmumen sheet. Ice protection shall extend from the eave's edge to a point at leas( 24 Inches Inside the exterior wall line of the building NOTE A For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, include on each side of the roof peak, the 4 -foot perimeter edge zone attachment requirements shall be used. WALL SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3.9 OF THE 1995 WFCM HIGH ADDITION) Maximum Nail spacing for 8d common nails NOTE A', For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, Include on each side of the roof peak, the 4 -foot perimeter edge) zone attachment requirements shall be used FLOOR SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3.12 OF THE 1995 WFCM HIGH WIND ADDITION shall be attached with a minimum of Bid common nails spaced at a minimum of 6-inohes on center on panel edges and 12 -inches on center in panel field. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND 120 (l"IPH)1 SHEATHING LOCATION Spac'ne At panel At Intermediate (SEE NOTE A) ICE SHIELD edges edges INTERIOR ZONE 12" o,c, 6" 12" over EACH RAFTER to achieve full load. Ft I l�plml 16" o,c, 6" 12" 4 -FOOT EDGE ZONE 12" O.C. 6" 6" LOAD Jr." O.C. 6° 6" NOTE A', For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, Include on each side of the roof peak, the 4 -foot perimeter edge) zone attachment requirements shall be used FLOOR SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3.12 OF THE 1995 WFCM HIGH WIND ADDITION shall be attached with a minimum of Bid common nails spaced at a minimum of 6-inohes on center on panel edges and 12 -inches on center in panel field. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SIESMIC WEATHERING FROST TERMITE WINTER ICE SHIELD FLOOD HAZARD SNOW SPEED DESIGN over EACH RAFTER to achieve full load. Ft I l�plml LINE LV DESIGN UNDERLAYMENT -4" MI LOAD (MPH) CATAGORV DETAIL n DEPTH DOOR CORNERS TEMP REQUIRED PHD5 45 LBS 120 C SEVERE T-0" MODERATE 11 DEGREES YES REFER TO ��BUILDING CORNER TYPICAL CORNER HOLD-DOWN LAND SURVEY TABLE R301.2(1) NEW YORK STATE CODE METAL STRAPPING TYPCIAL ELEVATION WALL TO HEADER STRAPPING me t 112" COX plywood Panel, Attached to Frame in accordance with Note # 11 and Table 1609.1.4 END WALL BLOCKING DETAIL N.T.S. PH05 HOLDOWN —� 5/8" THREADED _ ROD y CNW COUPLER NUTS —� 5/8" THREADED ROD, IMBED T" MIN. INTO CONCRETE FLR JOIST TYPICAL CORNER PHI HOLDOWN SECTION DETAIL N.T.S. UPS RT10 ANCHOR at each Rafter. With (6) Sd nails in Rafter (8) Bd nails in Plate (6) Sd nails in Stud 1-3/4" x 20 Gage Metal Coil Strap with (6)-8d common nails In each end, catch jack studs and window or door Header. Typical each side and ALL windows and doors. 5N RAFTER -TO -STUD CONNECTOR B �` p 6 JACK STUDS TO HEADER TIE N.T.S. ..... 2x6 ledger nailed to Framing and Toe nail Ceiling Joists with 3-8d nails TYPICAL 2X DECK JOISTS -see plan FLOOR SYSTEM 2 x Treated Nailer Board (one size larger than Joist) Lag Bolted to framing with 1/2" diameter galvanized bolts at 16" on center staggered with a 2x2 Treated ledger board. Taco Each Joist to Neller ENDWALL Floor and Ceiling JOISTS `BLOCKING at 48" on center SECTION A - A —PHD5 HOLDOWN .5/8" THREADED ROD, IMBED T" MIN. INTO CONCRETE cont Slab TYPICAL PHD5 HOLDOIWN SECTION DETAIL N.T.S. o GARAGE WALLS c FU_ Nail to back of each stud WINDOW UNIT FOUNDATION -SILL -STUD STRAPPING Applies to Garage Wall and Slab on Grade Construction PLYWOOD STORM PANEL NOTE; ALL STRAPPING SHALL SHUTTER era! AIL No BEAR MIN, 1211 ON STUD OR Refer to General Note #20 far Panel fastener requirements. j AI`=TER FACE TYPICAL Typciel Nailer 2x Nailer with 2" h / leg bolts at 24" on Center, Simpson LPT4 connector to Each RaFter. Taco at each rafters Fill all nail holes Porch Column or Poet - see plane /Teco each Joist to girder i � 4x4 or 6x6 POST ///post Galvanized P oat to Concrete connector ABU44 Strap beck of or equal poet to Header n with Typciel Galv, n Strap 3-8d Nails n In each End TYPICAL STRAPPING FOR U PORCH/DECK CONSTRUCTION DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS, y/ �V T——PHD5 AS RI 1-3/ HOLDOWNS RAFTER TO RIDGE STRAP Simpson Strong -tie MTS 30 WFCM 3.2.5 1 Exception' - 0 Ridge straps as not required �" over EACH RAFTER to achieve full load. Ft I l�plml when collar ties of nominal LV OR 191/• yr.,FTE located in the upper third of the attic space - WINDOW UNIT FOUNDATION -SILL -STUD STRAPPING Applies to Garage Wall and Slab on Grade Construction PLYWOOD STORM PANEL NOTE; ALL STRAPPING SHALL SHUTTER era! AIL No BEAR MIN, 1211 ON STUD OR Refer to General Note #20 far Panel fastener requirements. j AI`=TER FACE TYPICAL Typciel Nailer 2x Nailer with 2" h / leg bolts at 24" on Center, Simpson LPT4 connector to Each RaFter. Taco at each rafters Fill all nail holes Porch Column or Poet - see plane /Teco each Joist to girder i � 4x4 or 6x6 POST ///post Galvanized P oat to Concrete connector ABU44 Strap beck of or equal poet to Header n with Typciel Galv, n Strap 3-8d Nails n In each End TYPICAL STRAPPING FOR U PORCH/DECK CONSTRUCTION DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS, PLAN DETAIL N.T.S r13/ HOEDOWNS FO f-4" MIN TYPICAL HOLD-DOWN PLAN DETAIL BETWEEN GARAGE DOOR OPENINGS N.T.S. 1-1/4" gaiv. x 20 gage coil strap with (5) 8d nails in each end at each rafter. y/ �V T——PHD5 AS RI 1-3/ HOLDOWNS RAFTER TO RIDGE STRAP Simpson Strong -tie MTS 30 WFCM 3.2.5 1 Exception' - 0 Ridge straps as not required �" over EACH RAFTER to achieve full load. Ft I l�plml when collar ties of nominal 2x4 lumher OR 191/• yr.,FTE located in the upper third of the attic space - -4" MI With (5) Sd common Halls in each enC1��STIN� nL� - - _ TYPICAL HOLD-DOWN PLAN DETAIL n GARAGE DOOR CORNERS N.7. S. PHD5 12" HOEDOWN Header. Typical each side and ALL WINDOWS AND DOOR FRAMES, ��BUILDING CORNER TYPICAL CORNER HOLD-DOWN PLAN DETAIL N.T.S r13/ HOEDOWNS FO f-4" MIN TYPICAL HOLD-DOWN PLAN DETAIL BETWEEN GARAGE DOOR OPENINGS N.T.S. 1-1/4" gaiv. x 20 gage coil strap with (5) 8d nails in each end at each rafter. ALTERNATE RAFTER -TO -STUD CONNECTOR & JACK STUDS TO HEADER TIE N.T.S. 1-1/4" x 20 gage G-185 Galvanized Strap with each stud, common nails \ at each stud, wrap under sill and nail to back of each sill. Strap may be attached OVER the plywood OR directly to Studs. (V C •r rap strap under t to sill and Nail to back of Sill FOUNDATION -SILL -STUD STRAPPING TYPICAL EXTERIOR WALLS 1. Or use 1-3/4" Metal Coil Strap 20 Gage with 2• (7) 8d common nails 3' in EACH END at 4. EACH Stud. AL Provide „ 12" Min REQ IR minimum I YO D stance Simpson Strong -Tie DE N CS Coiled Strap PLUMBER CERT CpQTI WALL PANCY OR CN LEAD CONTE B1*f&Ao Nail1 Cf_ RrIEICATEOFOCC� �y�(e ME IS. UNLAWFUL SOLDER USElDINWATER WITHOUT CERTIFICATE SUPPLYSYSTEM CANNOT EXCEED2/1pOF 1% LEAD. OF OCCUPANCY BLOCK SOLID ` BETWEEN JOISTS 12" ON FLaAT AT EACH 11 ALL CONSTRUCTION SHALL JOIST Elf TH_E'REQUIREMENTS OF THE SIMPSON H2.5 at DE$OFNEW K TE'-'�� 14 each cantilevered - - -I joist. FLOOR FRAMING STRAPPING AT CANTILEVERS 1ST OR 2ND lull'4 Nov 4 FLOOR JOISTS L___ nua DI ••,., • I• •I DNDI OF TOWN ZBA TOWN PLANNING OARD AS \M TO 4 PM FO " SPECTIONS: ON - TWO REQU IED CONCRETE FRAMING & PLUA N )NSTRUCTION MI .ETE FOR C.O. UCTION SHALL I ITS OF THE CODE . NOT RESPONS CONSTRUCTION rn n V i LU 2 z aa- _W - :2 a :.: c g o 4 3to WITH C I.AMAGE DO NOT PROCEED WRH FRAMING UNTIL SURVEY RETAIN STORM WATER RUNOFF✓ UAUERWRITEASCEATIFIi, OF,;q BEN APP OVEDION PFTHETOWNCODEION45-1110 REDUTAED THE NEW FOR y/ �V NEW AS RI RAFTER STRAP RAFTER TO RIDGE STRAP Simpson Strong -tie MTS 30 WFCM 3.2.5 1 Exception' - Strap DOES NOT have to be wrapped Ridge straps as not required �" over EACH RAFTER to achieve full load. Ft I l�plml when collar ties of nominal 2x4 lumher OR 191/• yr.,FTE located in the upper third of the attic space - 1 -3/4" x 20 Gage Metal Coil Strap I,>Ttp',� ,- D and attached to each pair of rafters. -� °LRjNG4all each end of Collar ties in With (5) Sd common Halls in each enC1��STIN� nL� - - _ accordance with the Nailing schedule. AT EACH RAFTER. 1-314" x 20 Gage Metal Coil St�ra�ppCFPnh""r"TION OF ����fff I.IVFG'T a r CUT with (6)-8d common nails in e�lbfllekd., catch jack studs and window or door �uuiF LD. 12" LENGTH Min Header. Typical each side and ALL WINDOWS AND DOOR FRAMES, ALTERNATE RAFTER -TO -STUD CONNECTOR & JACK STUDS TO HEADER TIE N.T.S. 1-1/4" x 20 gage G-185 Galvanized Strap with each stud, common nails \ at each stud, wrap under sill and nail to back of each sill. Strap may be attached OVER the plywood OR directly to Studs. (V C •r rap strap under t to sill and Nail to back of Sill FOUNDATION -SILL -STUD STRAPPING TYPICAL EXTERIOR WALLS 1. Or use 1-3/4" Metal Coil Strap 20 Gage with 2• (7) 8d common nails 3' in EACH END at 4. EACH Stud. AL Provide „ 12" Min REQ IR minimum I YO D stance Simpson Strong -Tie DE N CS Coiled Strap PLUMBER CERT CpQTI WALL PANCY OR CN LEAD CONTE B1*f&Ao Nail1 Cf_ RrIEICATEOFOCC� �y�(e ME IS. UNLAWFUL SOLDER USElDINWATER WITHOUT CERTIFICATE SUPPLYSYSTEM CANNOT EXCEED2/1pOF 1% LEAD. OF OCCUPANCY BLOCK SOLID ` BETWEEN JOISTS 12" ON FLaAT AT EACH 11 ALL CONSTRUCTION SHALL JOIST Elf TH_E'REQUIREMENTS OF THE SIMPSON H2.5 at DE$OFNEW K TE'-'�� 14 each cantilevered - - -I joist. FLOOR FRAMING STRAPPING AT CANTILEVERS 1ST OR 2ND lull'4 Nov 4 FLOOR JOISTS L___ nua DI ••,., • I• •I DNDI OF TOWN ZBA TOWN PLANNING OARD AS \M TO 4 PM FO " SPECTIONS: ON - TWO REQU IED CONCRETE FRAMING & PLUA N )NSTRUCTION MI .ETE FOR C.O. UCTION SHALL I ITS OF THE CODE . NOT RESPONS CONSTRUCTION rn n V i LU 2 z aa- _W - :2 a :.: c g o 4 3to WITH C I.AMAGE DO NOT PROCEED WRH FRAMING UNTIL SURVEY RETAIN STORM WATER RUNOFF✓ UAUERWRITEASCEATIFIi, OF,;q BEN APP OVEDION PFTHETOWNCODEION45-1110 REDUTAED THE NEW FOR 0 !1 0 r) I n GIN 1 yarJl(pA TYPICAL ROOF Class A, Asphalt Roof Shingles Wdsix fasteners per shingles Installed per section R905.2 Ice & water shield per code section R905.2.7.1, 151b underlayment fell Framing per plan with %' Exterior Grade Plywood Shealhing-see fastener schedule on drawing -1. TYPICAL SOFFIT 8' Overhangs -typical, 6" Wood Fascia & 6' wood rake boards, Full Frieze boards -cover In alum (optional) Vented Vinyl Soffit, Rafter uplift connections all Bearing locations see dwg-1 TYPICAL EXTERIOR WALL 2 x 4 Wood Studs ® 18' on center, Double Top Plate, Single sale plate, %' Exterior grade Plywood Sheathing -sere fastener schedule, Tyvec House Wrap or equal, Vinyl or wood siding, foundallon-lo-wall-rafter uplift connection at all beating wells. Refer to drawing -1 for details. TYPICAL FLOOR Yr' plywood sub floor, glued and nailed as per fastener schedule Floor joists per plan Bridging per rode -all spans TYPICAL FOUNDATION CONSTRUCTION 6' Poured concrete wall on 16" x S' Concrete wall fooling, Exterior DartprooMg (section R408), 2- 2x &healed sill plates and Sill seal, Termite Shield, Anchor Softs as per foundation donning -hold 12' off comers max. Uplift strap connections at all bearing walls - See dwg -1 - INSULATION SCHEDULE Flat ceiling R=30 Vaulted calling R=A Floor (unheated space) R-30 Floor (outside air) R=30 Walls 20 R-13 Weiss 2xS R=19 All gazing U=35 Door -solid U=.40 INTERIOR WALL FINISH Provide W Gypsum Wal Board on ceilings And Wails except basements & unless noted. Moisture resistance %' Gypsum Board in Bathrooms, and lire resistant gypsum board as per I r n - I doors and at building comers - 4' conc. Slab Installed in bog to frame with Y2 " bolts o V Ir n GIN 1 yarJl(pA TYPICAL ROOF Class A, Asphalt Roof Shingles Wdsix fasteners per shingles Installed per section R905.2 Ice & water shield per code section R905.2.7.1, 151b underlayment fell Framing per plan with %' Exterior Grade Plywood Shealhing-see fastener schedule on drawing -1. TYPICAL SOFFIT 8' Overhangs -typical, 6" Wood Fascia & 6' wood rake boards, Full Frieze boards -cover In alum (optional) Vented Vinyl Soffit, Rafter uplift connections all Bearing locations see dwg-1 TYPICAL EXTERIOR WALL 2 x 4 Wood Studs ® 18' on center, Double Top Plate, Single sale plate, %' Exterior grade Plywood Sheathing -sere fastener schedule, Tyvec House Wrap or equal, Vinyl or wood siding, foundallon-lo-wall-rafter uplift connection at all beating wells. Refer to drawing -1 for details. TYPICAL FLOOR Yr' plywood sub floor, glued and nailed as per fastener schedule Floor joists per plan Bridging per rode -all spans TYPICAL FOUNDATION CONSTRUCTION 6' Poured concrete wall on 16" x S' Concrete wall fooling, Exterior DartprooMg (section R408), 2- 2x &healed sill plates and Sill seal, Termite Shield, Anchor Softs as per foundation donning -hold 12' off comers max. Uplift strap connections at all bearing walls - See dwg -1 - INSULATION SCHEDULE Flat ceiling R=30 Vaulted calling R=A Floor (unheated space) R-30 Floor (outside air) R=30 Walls 20 R-13 Weiss 2xS R=19 All gazing U=35 Door -solid U=.40 INTERIOR WALL FINISH Provide W Gypsum Wal Board on ceilings And Wails except basements & unless noted. Moisture resistance %' Gypsum Board in Bathrooms, and lire resistant gypsum board as per I r - 2x8 or 200 ccs nailer lag - I doors and at building comers - 4' conc. Slab Installed in bog to frame with Y2 " bolts o V Ir R�3 - , s g -1 for details. Provide bddging as per code Or use 2x2 ledger board. WlG.L typical all spans. – L9 2,, Ip tP = r� _, rK'a 1.lC7TEY> (� I� la� It TYPICAL DECK FOOTING 24" x 24" poured concrete t – rooting down to virgin soil. I 2 �3o 4" x 4" CCA post and Galv. i Q�yN post balsa secured to concrete. y y > » > o y o W irirK \AP -7u FIT N oiL L_'Z eLo fJC_1 � I A cart 'r F1 d� � C' �� • X11 I S to _111 m U y � 10 N — _t 6' 'I r TYPICAL FO JI IN r/ r11 e( t` 24" x 24" x 12" thick printed — ( - concrete fooling & 3" �ZIFL Diameter steel colmnn. 4 �Epnr. (x11IsiR 1'�� - `� iv °`"'6 � � st plK a ; � uM0(N6rWG1.L I Mlp)3?ruT" 2FJ '� / Q> IO Fj lUbo 11�IL I�pm 2P -j Z74 10 Gj It/01i Q I— Q N .TYPICAL PORQJI/DFQjS FOOTING 24ured pier fooling to virgin soil for covered porches or 12' con; Pier for decks, 4' treated post -See detail on drawing -1 for details and strapping -uplift connections. TYPICAL FOUNDATION Built In accordance with chapter 4 of New York State Code, 8' poured concrete wall on 18' x 8' Concrete wall fooling, exledor Damprooring, 2-2 x 6 treated sill plates, Sill seal, Termite Shield. All foundation wells to extend to virgin soil and be full height walls or conslmet step footings as per code R403.1.5 TYPICAL ANCHOR HOLT 1 story. %2" @ 46" on center 2 story: %' @ 23" on center - minimum embedment of 7' with 3" x 3' square washer. Hold 12" off corners and hold 4' to 12" off each end of each Bill plate, Uplift strap connections at all bearing walls- See drawing -1 Simpson PHD5 Hold-downs with 5/8' anchor and 14 SDS Y. x 3' wood screws. Provide al comers of garage walls and BAC M NT - 2x8 or 200 ccs nailer lag - I doors and at building comers - 4' conc. Slab Installed in bog to frame with Y2 " bolts o V Ir J Q I— Q N .TYPICAL PORQJI/DFQjS FOOTING 24ured pier fooling to virgin soil for covered porches or 12' con; Pier for decks, 4' treated post -See detail on drawing -1 for details and strapping -uplift connections. TYPICAL FOUNDATION Built In accordance with chapter 4 of New York State Code, 8' poured concrete wall on 18' x 8' Concrete wall fooling, exledor Damprooring, 2-2 x 6 treated sill plates, Sill seal, Termite Shield. All foundation wells to extend to virgin soil and be full height walls or conslmet step footings as per code R403.1.5 TYPICAL ANCHOR HOLT 1 story. %2" @ 46" on center 2 story: %' @ 23" on center - minimum embedment of 7' with 3" x 3' square washer. Hold 12" off corners and hold 4' to 12" off each end of each Bill plate, Uplift strap connections at all bearing walls- See drawing -1 Simpson PHD5 Hold-downs with 5/8' anchor and 14 SDS Y. x 3' wood screws. Provide al comers of garage walls and BAC M NT - 2x8 or 200 ccs nailer lag - I doors and at building comers - 4' conc. Slab Installed in bog to frame with Y2 " bolts o V see ee F F Foundation plan and accordance with Section R506, Al 16" on center with leco , s g -1 for details. Provide bddging as per code Or use 2x2 ledger board. typical all spans. – L9 2,, Ip tP = r� 1 (� I� la� It TYPICAL DECK FOOTING 24" x 24" poured concrete rooting down to virgin soil. 2 4" x 4" CCA post and Galv. H Q�yN post balsa secured to concrete. USE C) 0 Z ()WMAL U mgr, o Z ZiN IY"�SQ N 3 2 H Q�yN y y > » > o y o W irirK USE C) 0 Z ()WMAL U mgr, o Z ZiN IY"�SQ N 3 USE e -. r/Q 9g1r 0 Framer to verify contortion of window over sink with kitchen layout plan provided by Owner or builder. n,, :liarr action tro{rot and e- ilerpreting the construction drawings and observing the quantity and gpdity, of work being preformed. The Architect shall hot have control over of charge of and shall not he responsible for the construction means, methods, teclmignes, sequences or proredwres. _ Zlr z tI/z IJ.o.t.1- _O poN � l 0 O °` O Tr UkOEY2 I Aj"' 6V. tr v�' 1 4}A f3 rz¢N m d J ru x Ix 64,J to., tv T1 4 pl a /\ T F.� I far' 21% 7111- M lit'. t� let, v I � a Q" 2.2Y10 if 3�fy'• 2 3 irk r pfl-�Ai�� 1I1� t�!IV(.%owl a -'5-e,) 5F-(ZtES yoo F^rr-t• v.P R- -rt..ly 40 rr I r, n 0 � a u a Z W J >U >»> N N orvno or W LUO ! IN � n F- a U I—I f) W� Wz ^- V/Zrr Q>N O