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HomeMy WebLinkAbout34177-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34177 Date: 11/13/09 THIS CERTIFIES that the building RECONSTRUCT DWELLING Location of Property: 550 GREAT PECONIC BAY BLVD LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 145 Block 2 Lot 5.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 18, 2008 pursuant to which Building Permit No. 34177-Z dated SEPTEMBER 19, 2008 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 RECONSTRUCTION OF ONE FAMILY DWELLING WITH SECOND FLOOR BALCONIES, COVERED ENTRIES, SUNROOM AND ATTACHED THREE CAR GARAGE AS APPLIED FOR. The certificate is issued to EMANUEL & MARIE CLARKE ARTURI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-08-0047 09/28/09 ELECTRICAL CERTIFICATE NO. 126884C 08/14/09 PLUMBERS CERTIFICATION DATED 08/18/09 KEVIN REMPE PLUMBING e Auth rized Signature Rev. 1/81 3 / Form No.6 (((lll JJJ TOWN OF SOUTHOLD , J BUILDING DEPARTMENT D TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCC C BLDG.DEPY. OF SOUTNDlO This application must be filled in by typewriter or ink and submitted to the Building partme a ollowing: •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 2/1.0 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For.existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and`..pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic .features. .2. A properly completed application and consent to inspect signed by'the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25:00, Swimming pool$2$.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. New Construction: ✓ Old - . or Pre existmg Building:. (check one) Location of Property: JPC C Q V J C House No. Street, Hamlet et COwner.or Owners of Property: �, t L 1t, Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 1 Date of Permit. Applicant: rl.+! L, n Health Dept.Approval:• p Pp Underwriters Approval:_ 1 z Planning Board Approval: - 3Zequest for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ o Applicant ignature j �� � � ��r 2�a- -�� ��_ � � fir•_ �-a =�ii-�/-:ati'��E-riti�':•:=�/6i'••�„-�a =;r��/=i:•:��i= =i.•".'��eiti- r'�i��i:i ����."•2�=�:•:4-�'ii��is��7:$= v1..='•-`:t..�:6...?Pr,.li3�..;3;6•<b•:6..t-s..,�,�'',.Fr,..�.r.....;.;r,..:k..-{....r,-.;s...�...-�..,r,..;r..ti..Fi,..y3.Fi,..s•...Fi,..sj.. , 0• •:4•i�'+•+i•:4 yr:♦•.O•♦••♦•d.•♦r+••.O•♦�'+•••Id• + ae•vr+♦•O.•.r+•40••+ ♦•.O••r+•4•.••+�Y•.O•••:♦•I.••��♦40•♦+ ♦•Ip...,•,.,.��:••.4•♦++♦•O,•.♦r •.:ti❖:• ':i•'•:•vvi�•;.•Isa F�.•.y�. ���.•,I�.♦rr•...rrr...rrr...rr . .rrr...�r4..rrr...r•...ri�• • rr...rrr...rrr. .rrr...rCr...rrr...rrr...rr•...rr•y0;••.N4•i••}•.rrr...rr..•..r•r...r�ii.•.•dN� +1�•p}�f/lrlrl// fflrlrfll ff1/1/1f/ fflr11f1 •�fflrlrl// �ffOrl/l// 111r1r111 ff/l11// f/l!1 � �/1/1/1 ffl/lr/!1� f1111r111 �Sf/lrl/l/l �f/lr////l fllrlrlll� }flrlrlll� f/lrlrl// ff1r1/1/1 f/lr/rl/1 fflrl/1//� }//lI/Ir1��f/lrlrlfl ff/r/r/f ���:rlll 'I�k:.a�����1� �I���fifi��� 1�1�1���1�f �f�ln�f�f �t�t�f�llh�`1Y1�+0�i��1��i�41�►1�1 I�If�1�1 t11��11�1 It�ff�til �i'�fl�i��lr ���tfPi��l t�1�1�1�1 f�i��lt�t �I�fl��f�f� t�l+��f�}�1 �f�f��11�1�1 fll�f11�1�1 I�t�f�l�l�t 1�►�ftfl��l���f��hf���f' QlflffGl���h��Vf1i�._���;SI '•'-�►, tf � t, tt t, ff t 1t fh t� ft fh fh fh h 1h fh tt h, �__ � w= Electrical Inspection Certificate e----- ,��•-= Issue Date Electrical Inspection Service, Inc. Application Number ---=�� 8/14/2009 375 Dunton Avenue 126884C �1 East Patchogue, New York 117721;1 (631)286-6642 `y Issued To: Mr. Emanuel Arturi ;y ........... Street: 550 Great Peconic Bay Blvd. Its. _ Village: Laurel Zip: 11948 Town: Southold • .,r,� Section: 145.00 Block: 02.00 Lot: 005.00 + Contractor: Elec Tec Inc. Lic. # 4814-E (� Was examined and found to be in compliance with the National Electrical Code. t S• ry'' �~•�I ❑ Commercial ❑ NV Defects ❑ Pool ❑X 1st Floor [91 Indoor X❑ Basement ❑ Hot Tub �� X❑ Residential ❑ Det. Garage X❑ Attic X❑ 2nd Floor X❑ Outdoor ❑X Addition ❑ Survey ^ r= Switches Receptacles Fixtures GFI Heaters A/C Fans 143 143 197 15 15 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves (�f;^ 2/20a 1 20 1 Gas 1/60a 1 Gas 1/20a ;y \4` Furnace Oil Gas Circulators Smoke Detector Bell Transformer I s H _ 1 x 7 B/O 1 '1 r Meter Amps Phase UG/OH Jacuzzi Television CO Detector .. 1 400 1 X❑ / 2/20a 3 ,r Ar= _ Bldg. Permit: 34177 •,Ld ,.-- Other Equipment . 1-400 amp Raintight Disc./ 1-400 amp ATS r Raintight/2-200 amp Subpanel/ 1-60 amp � = Disc./ 1-100 amp Disc./ 1-40 amp A/C Disc./ Hugo S. Surdi .�u 1-30 amp A/C Disc./3-20 Amp A/C Disc./5-20 President = . amp Air Handler Disc./60 amp Steam Unit Disc./ 12-20 amp Spec. Circuits Rough Inspection: 01/28/2009 sue" Inspe Mc oh I echo 07 ' Inspector: Jo Mc Mahon III ;7 ,r This certificate must not be altered in any manner. 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Sa4r ,.,r v, v, v cr• rr r e <,r; •.r e, r, r .r 4Srr v •'V t`•��3reE'+�•yI ti+�•y_rs-.ES�•;:'rswEti�4G's:.E±:v s *ctiv1:'i z��+s•"E4v✓a.`<C�vF� K�:r z4,'v��Fe ��i_ E�:�:vr_"a:y_•rj Eti�:�F �4,•vv rz4v��-J��i�:•'?3 ivi•'4v�;:Ye 1��✓r 4v�J E4$:%'+ qf so�ryo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O:Box 1179 'mac► • O Southold,New York 11971-0959 CpUNy;�1 BUILDING DEPARTMENT TOWN OF.SOUTHOLD CERTIFICATION Date: Building Permit No.73 q 177 Owner: - A�A-q��t (Please print) Plumber- Please print) I certify that the solder used in the water supply system contains less.thari 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of s Notary Public, S 11-F�� �• County John M.Judge NOTARY PUBLIC State of New York No. 01 JU605940b Qualified In Suffolk County Commission Expires May 29,20 1 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. 34177 ..Z Date SEPTEMBER 19, 2008 l Permission is hereby granted to: E & M ARTURI 550 PECONIC BAY BLVD LAUREL,NY 11948 for ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 550 GREAT PECONIC BAY BLVD LAUREL County Tax Map No. 473889 Section 145 Block 0002 Lot No. 005 . 001 pursuant to application dated SEPTEMBER 18, 2008 and approved by the Building Inspector to expire on MARCH 19, 2010 . Fee $ 964 . 00 Au horized Signature ORIGINAL Rev. 5/8/02 OF SO�IyO�o coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING VFINAL A r v [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ZZ DATE -� INSPECTOR .� SOUlyolo 177 Z- � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING IX FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE r 13 INSPECTOR pF SOUIyO�o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE - -� 19 INSPECTOR OF SOUryO�o � 4 ( 17 z eou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 J INSPECTION [ ] FOUNDATION 1 ST KROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION xl_qiiiIN STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION REMARKS: 14 G o DATE `� �J ( INSPECTOR i SOVlyOIO If z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST KROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION KFIRE RESISTANT PENETRATION REMARKS: '�'O`"� 42±� �,a ,�' 6r r DATE r ® � INSPECTOR �o� oho comm,Oct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION >] FOU ATION 1ST [ ] ROUGH PLBG. UNDATION [ ] INSULATION AMING / TRAPP G ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 4jzl 4v�zf vr� DATE INSPECTOR SOUjy�lo coum,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: f DATE J ��� ® INSPECTOR V/� i Of SO�lyo�o � � 7 7 # # • yo �y�OUNiV,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION KFRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: OF DATE / / / / r� INSPECTOR 'G; i FIELD INS g ECTION REPORT DATE CommNTS FOUNDATION (1ST) : --------------I-=--------------------- FOUNDATION (2ND) a i ROUGH FRAMING& _3. PLUMBBING J \ i t'rm� _..... cam -- IL IL z-� x W 9' INSSFJLArION PER N. Y. — , - �� y STATE k NERGY CODE _ .� • � a i C �INAL �. a e I t ADDITIONAL COMMENTS 3 _ l U f\� V L' M C b i TOWN OF SOUTH [ 0 BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPA N ii Do,you have or need the following,before applying? TOWN HALL SEP ism Board of Health SOUTHOLD,NY 1 4 sets of Building Plans TEL: (631) 765-180 E'siDG OEPT. Planning Board approval . FAX: (631) 765-950. TOWN of SnUTH01_D Survey SoutholdTown.NorthFork.net PE 'rr Check Septic Form N.Y.S.D.E.C. Trustees G� Flood Permit Examined (. ' ,20 Storm-Water Assessment Form u Contact: Approved ` ,20(� Mail to: Disapproved a/c Phone: 01'tJ r 6_1�r 7�r), -35/1 Expiration 311!,2V0 p f Building Inspector APPLICATION FOR BUILDING PERMIT Date Gjw , 20 DS INSTRUCTIONS �I a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and r gulations, and to admit authorized inspectors on premises and in building for necessary inspections. vv (Signature of applicant or name,if a corporation) (Mailing address of applicant) l State whether applicant is owner, lessee, agen , architect engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 115O e(� Q►�lc � � Two LAC) House Number Street k Hamlet County Tax Map No. 1000 Section Block `L- Lot " t Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupan� a o poposed construction: a. Existing use and occupancy S t 6AE7 b. Intended use and occupanc e-vt'<- n 7 3.- Nature of work(check which applicable): New Building Addition V Alteration Repair Removal Demolition Other Work t� (Description) 4. Estimated Cost"► Ar!ip Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4 "77 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 Depth Height Number of Stories 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 — 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises k� Address Phone No. ZE& (06v Name of Architect Address Phone No `a 3 O — :;3 0 3 3 Name of Contractor Address 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. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF F�, ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH `, Notary Public State of New York (S)He is the 1 No.010 185050 MUM o un (Contractor, ge � Corporate Officer, etc.) Commission Expires April 14, 0 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 1 & day of 20D�3 A-L'L'Cl � Notary Public Signature of Applicant 1 CHARLES M . THOMAS , R.A. 206 LINCOLN ST RIVERHEAD, NY 1 1 901 OFFICE (63 1) 727-7993 --FAX (63 1) 727-8033 September 17, 2008 RE: ARTURI ADDITION TO EXISTING SECOND STORY FIRST FLOOR EXISTING=2178 SF- NO ADDITION 'Arki SECOND FLOOR EXISTING=779 SF SECOND FLOOR ADDITION= 743 SF T BASEMENT EXISTING = 1090 SF ATTIC = N/A COLLAR TIES RENDER ATTIC UNOCCUPIABLE Y s truly, Charles M. Thomas, R.A. Now York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • FAX: (631)444-0360 Website:www.dec.state.ny.us Alexander B.Grannis Commissioner LETTER OF NON-JURISDICTION TIDAL WETLANDS ACT May 16, 2008 Emanuel and Marie Clarke Arturi 15 Bridle Path, PO Box 2022 Remsenberg,N.Y. 11960 Re: Application#1-4738-03824/00001 550 Peconic Bay Blvd., Laurel,N.Y. SCTM#1000-145-02-004&005 Dear Mr. and Mrs. Arturi: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the bulkhead greater than 100 feet in length, and constructed prior to 8/20/77, as evidenced on Tidal Wetland Map#706-536 and Aerial Image Resources photograph#66-1891 dated 3/06/76 and shown on the survey prepared by John C. Ehlers dated 4/17/08, is beyond Tidal Wetlands Act(Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence,barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely j Laura Scovazzo Permit Administrator cc:JMO Consulting, MHP, file :r,.i "ti,.,, ,..::»!�"..A.C:-.r..r� c'f�S4,;�f•I+J!'U.J,-!...1l:Y,l1L.x-lyl'3 ..,:a,, -. " : 1�,: r- :.�.. . r' JainM. , King.,y'resident ' TOW11§ Sid ice-Preai lent Q9�7 't.te�u ` 1�.[ . la11i9 k'e .V A.Dickerson Southold,New'York.11VI-d 959 Dave Bergen e 6 b Ghosio.Jr. Tolephor_e(631) 65-I89 Fax(d9 1)'7eY��Fifx .1. MIT G lOnrl .OS+ ,i,M.Q. i=ivi,onrt antal Conai,ilting Serb is es F E: AR- T .iRZ': :C TWIP 145-2-4 S, 5 Dear Mr. Just: tie, Sou°ihoid Town,mowd of Y rustees reviewed the site plan prepared by Charles .'a h'cinp,as,Y��,c�chitC:�ct, last it vj> .3rvd itjay 20-08,.cdnd rec6ived on May 26, 2008, and { t r a i'f�. de:'nui,lia� of an „x.,stirl� ..ubd� �.t...+� .�1�1 9W ��1�I1''p dwY�I` g and r:irr` trisd: i�;r+ ofs? 'nevi"1iP� -sfif..iy SIRl��.Frj�'•:ilu"�'a�Jpslliil is out of the WeVandrb jur'r1,S���I1,.'�!on a �Yd �, x "' �" ris g� it T"jb il�J ,}Ir.yera l'� ^. ^R }f;,j e+� f4� I�o T�l'i!� a 4f{aYi('o. Therefore. in P,coardsnce w th the c►arrOnt Wet'and% Code (Chapter 27.15) and the (�oastai Erosion Hazard Area (Chapter 111) do�rmit is required. Please be aclviaed, viowever, tilat rio construction, sedimentation, or disturbance of any kind may take, Place a.. u4b<:{'u c.` ,w-� tined arldlLt•6'fi'asYlLirdfer wrrrlalil,s Jllfiad i0ral boundary or6e!award- of ;i w ' � 'IL4Zard a-"4 is il'.41�ated £tKy , f). within l :m "'Ie top f' `h"n t)luli, yiftl'�Orj"' `u hat(witl'++:i:';'x¢9flon fri)m ir:Fe '=3i rdf)l+:i T�ii,. r- Zoi:?rd of Trustee';. �irstY�.n.t tc �fh�apter>2"5 andior Chapter 111 of the Town Code It is your rd�spi�rrsit�iiify n to 0r sur`R tl'"`n a-11 nsce-ssari! rocautior. are taken 6e~ prevent any sed.imeriv,tior,, or other a teratJon or dis urbance to.the.grOUnd surface or vegetation within Tidal Wetlands �ur:isdiction and Contal Erasion:Hazard Area, wt hJch rn, y result from your project, 16vich u'iri��axtYiY Ci may ii'da,iud i34e3t9f3tadptdirl aaegJata wwk area between the tidal 'sr5 atiafld] e-rr.*ix,. haz i*d 3-rera, and your prof -d of G:4'dlvtelYl t7i34`r-i r• or CIay'w le 6111: 3 48 f 0 2 This detetmination i% not a determination from any other agency. if you have arsy fuilher questions, please do riot hesitate to call. Sincerely, 7" James F. K.Jng, President Board aV-frustees b�SUfl�,I. Town of Southold o g Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM col PROPERTY LOCATION: S.c.T.11.11: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 'DDO `�— D 5 STORM-WATER,GRADING, DRAINAGE AND EROSION CONTROL PLAN District Section Block Loth CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE: A Check Mark(J)for each Question is Required for a Complete Application) Yes No ---------------------------------------------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? v% M (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural M Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of F Five Thousand(5,000)Square Feet of Ground Surface? — 55 Is there a Natural Water Course Running through the Site? M V Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? M — 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of v any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ — NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! ———————————————————————————————————————————————————— EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — - -——————————————————————————————————————————————————— STATE OF NEW YORK, COUNTY OF.....................c...�................SS That I, .�V1 a..S.. ...... ..�... . .sJ.4'..r.........being duly sworn,deposes and says that he/she is the applicant for Permit (Name of individual signing Doc men/) L;UivfV1E U.UUlvt;h And that lie/she is the , ; Notary Public State of New York 1 ........................................................... ..........W-01!�U 61•8505 0................... (owner,Contractor,Agent,Corporate officer,etc.) Qualified eugffppo�llk11Coun // Owner and/or representative of the Owner of Owner's,and is duly authorized to perform or have performed tFie saifl�b��and to make and file this application; that all statements contained in this application are true to die best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed jth. Sworn to before nie this; .. ............ dayof... .. ..... ..... ............... ,20. 0 Notary Public: Yl. � `'t^G .... ......................... .......... . .... .....L............... (Signature o Applicant) FORM - 06/07 REScheck Software Version 4.1.3 Compliance Certificate Report Date:09/16/08 Data filename:C:\Documents and Setti ngs\Ad min istrator\Desktop\ARTU R II.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 19% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 550 PECONIC BAY BLVD EMMANUEL&MARIE ARTURI CHARLES THOMAS,R.A. LAUREL,NY 15 BRIDLE PATH 206 LINCOLN STREET REMSENBURG,NY RIVERHEAD,NY 11901 (631)830-3033 (631)727-7993 Compliance: Compliance:27.1%Better Than Code Maximum UA:860 Your UA:627 AssemblyGross Cavity Cont. Glazing UA D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2115 15.0 15.0 68 Ceiling 2:Flat Ceiling or Scissor Truss 1523 38.0 38.0 21 Wall 1:Wood Frame, 16"o.c. 1520 15.0 15.0 67 Wall 2:Wood Frame, 16"o.c. 1360 15.0 15.0 60 Basement Wall 1:Solid Concrete or Masonry 945 10.0 10.0 20 Wall height:7.0' Depth below grade:4.0' Insulation depth:7.0' Window 1:Wood Frame:Double Pane with Low-E 516 0.360 186 Basement Wall 2:Solid Concrete or Masonry 1629 10.0 10.0 111 Wall height:4.0' Depth below grade:3.0' Insulation depth:3.0' Door 1:Glass 147 0.210 31 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2115 15.0 15.0 63 Furnace 1:Forced Hot Air78 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed o meet the 2007aNi. ork Energy Conservation Construction Code requirements.When a Registered Design Professional has stam d.arld si ed this pa they are attesting that to the best of his/her no ledge,belief,and profe sional judgment,such pl s or spe i is f s re jn �mpli nce itl th s,Code. f Name-Title t nature �� Date . ® ' Project Title: Report date: 09/16/08 Data filename:C:\Documents and SettingsWdministrator\DesktopWRTURII.rck Page 1 of 4 CREScheck Software Version 4.1.3 NJ( Inspection Checklist Date:09/16/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-15.0 cavity+R-15.0 continuous insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity+R-38.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity+R-15.0 continuous insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-15.0 cavity+R-15.0 continuous insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.0'ht/4.0'bg/7.0'insul,R-10.0 cavity+R-10.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 2:Solid Concrete or Masonry,4.0'ht/3.0'bg/3.0'insul,R-10.0 cavity+R-10.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.210 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-15.0 cavity+R-15.0 continuous insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance'from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Project Title: Report date: 09/16/08 Data filename:C:\Documents and SettingsWdministrator\Desktop\ARTURII.rck Page 2 of 4 REScheck Software Version 4.1.3 Inspection Checklist Date: 09/16/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-15.0 cavity+R-15.0 continuous insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity+R-38.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity+R-15.0 continuous insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 cavity+R-15.0 continuous insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.0'ht/4.0'bg/7.0'insul,R-10.0 cavity+R-10.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 2:Solid Concrete or Masonry,4.0'ht/3.0'bg/3.0'insul,R-10.0 cavity+R-10.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.210 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-15.0 cavity+R-15.0 continuous insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Project Title: Report date: 09/16/08 Data filename:C:\Documents and Settings\Administrator\Desktop\ARTURII.rck Page 2 of 4 Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ci Return ducts in unconditioned attics or outside the building are insulated to at least R-4. Supply ducts in unconditioned spaces are insulated to at least R-8. ci Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Lj Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Lj Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Li Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Report date: 09/16/08 Data filename: C:\Documents and SettingsWdministrator\Desktop\ARTURII.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 09/16/08 Data filename:C:\Documents and SettingsWdministrator\Desktop\ARTURII.rck Page 4 of 4 i a o o - TOWN OF .SOUTHOLD PROPERTY RECORD CARD ,s a OWNER STREET c>S� VILLAGE DIST. SUB. LOT 7 FO ER OWNER N E CR. / �� Lcc n Li rev►�►�`sal i l p S W TYPE OF BUILDING SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS �P7 HoY4 ► id Tefek }� a pr z q// - Sri :4 2, Dili AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE l 0—, FARM Acre Value Per Value Vr Acre i � 'illable 1 'illable 2 'illable 3 Voodiand wampland FRONTAGE ON WATER l � :rushland FRONTAGE ON ROAD douse Plot DEPTH Ll BULKHEAD 'otai DOCK NOON■■ ■NONE■■■■■■■■■■■■■■■ A• ►; ,` . .• NOON■■■ ■�ENEEE■NE■EEEEEE■■ . r - { . ■NNE■ ■RE !�■E■■■E■E■E■■■ t:�(, � ,,.,, � ► 54 ... ■ENE■■ 1;��E.E■■l�E■■■■E■E■■■■■ ■ EEIE■■E■EEEEEE■■� , ;, :a ■■EEE�■ ■■■■■ wE■■■■NEE■■■■ ►� . , , . .., .:.. ; t�;, NEE■■ ■ ENEE■��l �NEE■■■■■■■■!■ - . NOON■■■ ■■EEEit ■N■■NEE■E■■■■ ���_ ■ENE■■■ ■!■■■I��IE'�E!■■■■!!■■■ 7�, {a!>ir wj �. -� - ' NOON■■! ■■■!■IN®[ !aOEM■!■■■■■ U MEMO ■■■■■■!!!E■!■■!■■■■■■!■■■■ l a:.r::Y.'i.F-.., ., ■■NONE■ ■�■E■■■■■■■■■■■■■■ Heat Rooms I st Floor Rooms Floor� Dorm r i Driveway • • • 7 L __ �-Aoj TOWN OFS W STREET - .� . ►,,.ems c.�:_ FORMER OWNER N ACR. S W n TYPE OF BUILDING RES. SEAS, VL, FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS �to r� �L ,? F 3 7 ( Z��oaJ ,r J"-�d �'" 6 3 a7 07- aSU 3 %ear -�0 1on � 01 - �a Soo 20C 2 q v-c�Is AGE BUILDING CONDITION ''NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 billable 3 Noodland _f 2" >wampl.and FRONTAGE ON WATER —� C irus FRONTAGE ON ROAD lousea P Plolot DEPTH IrU BULKHEAD 'otal DOCK COLOR TRIM M. Bldg. Foundation Both Dinette Extension Basement Floors K. Extension Ext. Walls Interior Finish LR. Extension Fire Place Heat DR. Type Roof Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio O. B. Total SURVEY OF PROPERTY D 5 C E r WE 51TUATE: LAUREL , TOWN: 5OUTHOLD 6C3 E 2 2009 '�� v SUFFOLK COUNTY, NY I / �0 / SURVEYED APRIL I-7, 2005 FOUNDATION LOG. DEC. 12, 2008 BLDG.DEPT. /� UTILITY POLE LOG. FEB. 6, 2009 �10WN OF SOUIHOLO \� UNDER GONST. FEB 26, 200a \ FINAL SEPT. II, 2009 SUFFOLK GOUNTY TAX # Ile? 09�'P � 1000 - 145 - 2 - 5.1 SUFFOLK GOUNTY DEPT. OF HEALTH ® �e REF. # RIO - 08 - 0041 P O O CERTIFIED TO: O ARTURI / RIE _ Pry/LLU Ep ART RH BRII)GEABST.ACT V \ FIRST AMERICAN rIP=INSURANCE CONFANY OF NEW YOBS A o LOT NUMBERS REFER TO "MAP OF PROPERTY OF]RAVATON E REALTY CORPORATION,LAUREL,I liI..N.Y.,IIDU D]EY \ o ]PARK,MADE AND SURVEYED BY IIDANI E]L IN THE OMCIE OF THECLERK OFSUFFOLK COUNTY ON SEPTEMBER 17,1928 AS FILE#212 \ O ` \ N \ ♦\ \ Z p6 �rn� s \ \ uQ 4 G p� PPPAX 6E O \ •I zy O 3, \ ` R \ \ 2 / \\ GP /y \\\� OP•IVSWPy r SNE� O N s Poi 2O NE i4 2,i rJ' O /t�sl fists-s. N w �� J '� oc \O o Qrnm o>vE a� 5s zto \ ._.�Io�:rIVw.w7 PPStO �¢P�,�P�P,FJ W Y O S \ SRC to \ f iJ. Op � NOTES: FEMA FLOOD INSURANCE RATE MAP NUMBER 36103GO483 6 IDENTIFIES FLOOD ZONE AE 8 AND FLOOD ZONE AS AFFECTIN6 THIS PROPERTY ALL LAND NORTH OF THE BULKHEAD LIES IN ZONE X AREA = 13,555 S.F. OR 1.6955 ACRES �' O� .A(,. Ef,( �>dau.orizea anerotlon or oaatlon to a survey Fes' r tC j M� map cearing�ucernea Iona wrveyor•s seal n a C� � S F P. oa vblatbn 1 [elan s,b-Grv"5ian�•of ehe ,.g _\ t✓en York Slate Eax,tatbn LaH.' 'O(tly copies from the a of mgkea to on or11 of the IaM o-—I'd slampe0 seal shall be consioerea to ba voila true I:'.`Nti'� copies" f,.'Ik.I....s, :11 / Ge ' rtificatlons Mcatea hereon 171fy ltnl lhl5 / ' lst6gy a p epo ea N occorao-L ath tho ex- `� =�.':', `O Goad of Practice for Lana S otp 000ptea,,y the New Yak State Aeeociation of Professbml lad 5,irveyors. Solo c Llf—ti—shall run only to the person for.d'an the s�.v is preperea, Y.(l�O `(� C, //—Q O ono an his Uelnlf to the title cae W,goverrmem V v` tal o9erry ab lerauit irc htution utlt a hereon,ono LA (� / to the ossk�ees of the lertllrg FstR�tion.Ural ico- ?7' z JOI�l�e C. EtH LIE S LAND SURVEYOR _-j c) rn ej. 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 . ;= -0 RIVERHEAD,N.Y. 11901 6RAPHIG SGALE 1"= 40' 369-8288 Fax 369-8287 REF.\\Compagserver\pros\90S\96-021C.pro _Q m amaooa au..em t woswn-ozw �� �7��tlI c) '- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — AR a�� O •�����ewe / �������,�A ��P ,����� `�'`�. � � �� Opt �, �. �► owecN`ivg1� Q-1 i ,�� �� Z o Z 0 4067 �® m U Lo SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 00 0 0 �v�1,, \ / PERMIT FOR APPROVAL OF CONSTRUCTION FOR A Z o 0 0 �\ /! J y/ SIN 7fi NEILY ESAICV<9t rA'ti7tl® s N } W 6 Yp use Q ` 50 „ 8 \ APTc , D W �� row �'O'� �, \ i �e MAX M BEDROOMS C� 0 CD I \\e � ► \ Am DREE YEARS FROM DATE OFAPP VAI. z � r LLJ LLJ ON-251 �e � �oc�l r ve < U�o oo r I O g e aNk% `i�w m >. jz / / 00 • LIN to N ID 0 ro Fw %,y�`�r R Ep�O�F.E';IgnNO u o . DARK BROWN LOAM OL 1' UNE OC BROWN SILTY SAND SM / RUN ive PROTECIIby , C?' EF' w S' a (�,- _l �OPS' T ` ►'T• G J �\ ``V•� Q�OA'l-Ep�rAW9 � `mV , PALE BROWN FINE SAND SP r .,C 1� '\�♦ ',^\/$ 15.7' WATER IN PALE BROWN FINE SAND SP -a- T WATER ENCOUNTERED 14.7' BELOW SURFACE m OR / x Rz. Spur W . � DN AOOO FACE \ / . I •\ NOTES_ 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 2. REFER TO FILED MAP FOR TEST HOLE DATA. 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 1,500 GALLONS. / qti,q1 • /P�c� m 1 TANK; 8' DUI., S' LIOUID DEPTH 4. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq T7 SIDEWALL AREA. -w\ 1 POOL; 8' DIA., 16' DEEP OR 2 POOLS 8' DIA. X 8' DEEP '// / + / ' V PROPOSED SOX FUTURE EXPANSION POOL / A Qi ®PROPOSED 0' DIA. X IV DEEP SANITARY LEACHING POOL O / 6\ U PROPOSED 1,500 GALLON SEPTIC TANK c' SHEET N0. C`J 3.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. E SITE PLAN 2 SCALE: 1" = 40'-0" WILDING PERMIT EXAMINER CI1ECKLIST *Date Submitted: � � 'J�*Date Reviewed., Oplicaat: 19 �J Owner: �( Lrchitect/Engineer: A-oyr Estimated Cost: ►CTM# 1000- f Subdivision: Zone: le Conforrnhg � 'roperty Address: ��,�a 9 � J- City: Pre Cos? luilding Permits (Open/Expired): BP -Z/C/0 , Info: BP -Z/C/o Z- Info: {P -Z/C/0 Z Info: BP v /� Info: BP -Z/C/0 Z- Info: jingle & Separate Search Required? Y or N Deterriii� n: tEQ. Lot Size: �9' U ACT. Lot Size: 0 ` REQ. Lot Cov, v L v ACT: Lot Cov. LEQ. Fronts_Aon Side �`., ACT. Side. REQ. Real" PROP. Rear MQ. Height ACT. Height 'roject Description —� a2Ga.�_ aterfro tV oI I f yes, tivater body:a Pauel# !�3 Flood Zoue:�� Bullchead/Bluff Distauce:-f/� ADDITIONAL APPROVALS REQUIRED )uffolk Couuty I-Iealth: Y or N - If yes, *Bed#: 6 *Date: _/ /_ *Permit#: R ors-UO���'1'owti Septic: Y r P - If no, certification required: Y or N Received: Y or N By: qYS DEC: PRF-DEC VMS Y Or N - Date: / / Permit #: r N.T Letter — otes: iouthold Trustees: Y - Date: / / Permit #: or J Let[e Notes: ioutliold ZBA: Y / / Permit #: — Notes: Southold Planning: Y r at / /— Permit #: — Notes: Town Laudmarlc C of : Y or N DTY-f-*—/ *NYS CODE Compliance (page 2);rY�or N Motes: p � � �� VV X. Fee Structure: Calculation: Foundation: SF 1. ( SF)- (_ SF)= SF X $ _$ First Floor: SF + Initial Fee: $ Second Floor: SF + Additional Fee ( : $ Other: SF 2. ( SF)- ( SF)= SF X $ =$ Total: SF + Initial Fee: $ + Additional Fee (_ �: $ TOTAL: $ r NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed.. IZOMPH Selsn-uc Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Iee Shield Underlay: YES )Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N IJEADERS: YIN WALL STUDS: YIN GLRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS: YIN LUMBER SPECIES AMID GRADE: YIN DESIGN LOAD CALCULATIONS: Y/N GIVE: Y/N DEAD: YIN SNO1V: YIN SEISMIC: YIN WIND: YIN w ND O W AND DOOR SCHEDULE MISSLE TEST I,QUIRE II- ENTS: Y/N EGRESS 5.7 S.T.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF BORES S: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? 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E SITE PLAN E SITE PLAN C, 2 SCALE: 1" = 40'-0- � G� 2 SCALE: 1" = 40'-0" � G i :f DA�. ti ?V�Q � I �2400 2'-0" 7'-11" 12'-9" 13'-6" — 11'-8" 2'-0" 1 1 1 — O 6 '-4j' ••— f L 46r_9r. 1 5'-10" 5'-10" I O a_ � 6 HIGH LINE OF I 36"HIGH RA SINGLE PL RUBBER ROOFING q PORCH WALL BELOW OVER 5# ROOF FELT ON /4" COX PLYWOOD I I A I I t�1 Z) SHEATHING. 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' I 2-2"x12" HDR / o I @ A Tit RtLI p I i I i I O - I EXISTING MASONRY CHIMNE'i j 125 CFM EXHAUST p I x B E D R 0 0 .M rod O I rp� TO REMAIN I � I I J ( ;�b t� I FAN TO EXTERIOR rp M r0 h'_IviOVE Q I I I I O I I I� n l S V U P.DI 668 �Ex!5T, WINDOWS 11 P.O. 2668 0 CCOR D IN GLY SMOKE - 2668 "� I o I - DETECTOR o OI - = -Ill o0 X x r O Q SMOKE I I N I N cD A T H I 125 CFM EXHAUST ° I O'"-DETECTOR I O`Q� F I J FAN TO EXTERIOR I °' 2"X1 rr I `ti w 06 ® ® x 00 M x O I 25 CFM AUST p I z ( I I I ® 16" OCr o I I I O N I Q � I \ I N J I I� � 0 0 SHOWER ® o I I ° F (� M I 00 I N x I U 11 F N TO XTE IOR SHOWERO d Q p 9-5 I p C\I I ( N N oI 71111 AL ILING 8 2 9 -9" _ Q I J I I I I a 2-2"x12" HDR 2- %12" HDR 2- "x12" HD 2-2"xt2" HDR I ( Ld n" Of 3 I I 3'-8" I 1fi'-4" I I n I Z x KN 000 z _ _ 30 6 3846 3 46 30 6 Mo I I I 11 I0 N I N I EGR SS I I EGRESS EG f'SS I I EGR SS I I Ld O x I ( I I 2668 z I I (� I / N ( 4'-48.r 10,�123" 7'-11 'r lo1 10j" 4'-2j' I I Ld (/) O 8 13'-7" I 37'-7" -- — I I I cn 11 Li SHOWER 00 I I I ( /2-'2"x12' HDR 2-2"x12" HDR __ _ _ _ t_, - - - - _ -Z -- - - - - - - - - -�-J V) I I I tO I o M I ( I WV 244 4 7 WTR O27 � �I LINE OF FIRST FLOOR WALLS —� 4 Q < � '� '1_ BELOW O 5,_ , ° 3,_4" o I I FULL LENGTH2X6 STUDS 2'_51" 2'-5 10 _ I p AT If OC � M I I o I I14'-3" I I I N 77=1 hl 3'-0" I �� 4 I I � I I I ��ry I I 2"X12" rr o 1'- I 4 I I 2 �® 16"OC.rr \\) I I V♦ `� I I �'�— OC. I �. I I I I � ' 2"XB" rr STANDING SEAM III U N II @ E D R O O M J METAL ROOF S SMOKE 1r 11! I I I O`-DETECTOR — — — "- I 1 - - - - - - 1 - - - - - - - -. - -- II Q N CLOSET/ I ( I / r" I 3 6 -I� N ,- „ O STORAGE I I ' I r- EG _SS N 5 0 , s I I o � � I I " I 2-2"x1 " HDR ti I :2 �, 'AIM I I , I I I R ( I (� 2 3 I 00 tn 2"X12" rr I I I I Q N I I I M E c E Ill U E 0 I ® 16" OC. D .� CLOSET/ i I Icn FEB �y STORAGE I I I I M I I I B 12 I�Uu31 ( II o R Q I IIQ m LL —= co I �, � V o - - 1 2-2"x 2" HDR ( O — — — I _ ( I 21 JI ( I TOWN LOF SOUTHOID 1'- - - EG�E6S _ 3'-0'r p I I I ON. 4 i �' cz L. «� L 9'-4" 11'-8" Q I II '- I I 1'� /' m C..) cz S E C O N D FLOOR PLAN (P A R T I A L) S E C O N D F L 0 O R P L A N (P A R T I A �) SHEET N0, SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '--0" (ADDITIONAL SECOND FLOOR FINISHED LIMING AREA = 945 S.F. ) THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS; INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCNITECI.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, -`-- -- ------ DA, , / A. ----� c, 2" X 12" RIDGE BEAM TYPICAL ROOF CONSTRUCTION CEDAR 'SHINGLE ROOFING OVER 151 ROOF FELT ON 1/2" CDX PLYIWOOD SHEATHING, 12 STANDING SEAM METAL ROOF E 2"X12" ROOF RAIFTERS 0 16 O.C. Q 6+_ 2' X 10" CEILING JOISTS 0 16" O.C. R-38 BATT. INSULATION �� ��� �' W/ 13� ...'' ,( (2) QAN O�GA. dal STRAND - ND TIOYrpt�OP PLATE _ — -' 't",�� 0- w" TYPICAL CEILING CONSTRUCTION -- - --- " TYPICA ROOF CONSTRUCTIO �.�- �� 2 X 12 RIDGE BEAM 2" X 12" RIDGE BEAM CEDAR SHINGLE ROOFING z OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING, o �I 2"X12" ROOF RAFTERS 0 16" 04, - )l TYPICAL CEILING CONSTRUCTION o TYPICAL WALL CONSTRUCTION 2" X 10" CEILING JOISTS 0 16" Oi.C, aOf SHIPLAP SIDING TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 12" O.C. FULL LENGTH 2X6 mpg ATTIC ATTIC W/ R-30 GATT. INSULATION R-19 INSULATION AT If OC ATTIC _ _ ATTIC U Q ATTIC V, Z w "•- 8'-0" PLATE HEIGHT \ 8'-0" PLATE HEIGHT o J ip — T.O. WINDOWS M A S T E R 0 0� 1 R00 ----- �,, 0 \ / / \ / BEDROOM O Lf� I o 2 TYPICAL FLOOR CONSTRUCTION , \ / ] / 0 0 ° ° ° U Q p p TYPICAFLOOR Cms�am O/ /MATCH EXIST FLOOR JOISTS 0 16"OC 11 --_ --- W/3/4" PLYWOOD SUBFLOQR 1',O. SECOND FLOOR - --- - / - - - i -- \ T.Q. SECOND FLOOR 8'-4" PLATE HEIGHT 8'-4" PLATE HEIGHT •- -- �,�, I V I N G _ _- _ - T.O. WINDOWS e o o M may/ HAL1 WAY D I N I N G BREAKFAST z / EXIST. FIREPLACE F A M I L Y R O 0 M �I TO REMAIN R 0 Q n p ° TYPICAL WALL CONST UCTION (CAL LOOR CONSTRUCTION \ - TJI FLOOR JOISTS 0 16"O.C. � CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" COX - 11 7/8 PLYWOOD SHEATHING ON 2 X6 WD. STU S 0 12 O.C. -_=,- - W/3 4 PLYWOOD SUIBFLOOR" \ __- .. ._.. - T.O. FIRST FLOOR �- R-19 INSULATION T.O. FIRST FLOOR _ Q co GRADE EXISTING CA SILL PLATE 8" POURED CONCRETE FOUNDATION C R A W L 0 2"x6" TERMITE SHIIE D Z -WALL ON A 8" X 16" POURED 1/2" DIA, ANCHOR BOLTS CONCRETE FOOTING CROSS SECTION 4 XIS T IA NR G SPACE W 0 32" iO.C. a E L (^ L=-'-` rr nn EXISTING FOUNDATION V J M --- WALL TO REMAIN 1 SCALE: 1 /8" = 1 '-0" O I CL 2" X 12" RIDGE BEAM CROSS SECTION 2 - SCALE: 1 /8" - 1 '-0" TYPICAL ROOF CONSTRUCTION RAISE EXIST. CHIMNEY CEDAR SHINGLE ROOFING PER CODE OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING, 2"X12" ROOF RAFTERS 0 16" O.C. 00 O O 2x6 COLLAR TIES ® 32" O.C. N Z 12 2" X 12" RIDGE BEAM W cr Q MATCH EXIST. ROOF SWEEPS Ld MATCH EXIST. ROOF SW EEPS ATTIC TYPICAL CEILING CONSTRUCTION 11D TYPICAL ROOF CONSTRUCTION w p (TYPICAL) ' � � � TYPICAL 4.5•+-p �� OVER R15HIROOF FELT 1 2 CDX PLYWOOD SHEATHING. W O 2" X 10" CEILING JOISTS 0 16" O.C. �/- � " CL (n J \ W/ R-30 BATT. 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MAIN FIN z _ FLOOR IN REST OF HOUSE CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2' CD X PLYWOOD SHEATHING ON 2 X4 WD, STUDS INSULATION O.C. „� a� T.Q. FIRST FLOOR FIN, FIRST FLOOR --- ---- -- --- -- - -- - -- T - - - - w - 4" POUR CUNCR[TEE SLA@- EXITING CRAWL SPACE '-- " ( I 2%6" CCA SILL PLATE �Z � 8 POURED CONCRETE FOUNDATION TERMITE SHIELD °C E X I S TEXISTING FOUNDATION EXISTING CONC, PIERS WALL ON A 8 X 16 x POURED I I 1/2" DIA. ANCHOR BOLTS w z E L A R WALL TO REMAIN TO REMAIN 0 CONCRETE FOOTING 0 32" O.C. o ca a EXIS1fING FOUNDATION WALL TO REMAIN SHEET NO. CROSS SECTION. _ CROSS SECTION 3 SCALE:�1 /i = 1 '-0" SCALE: 1 /8" - 1 ' 0" WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLfE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE. ARCIIITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. _ --- --- ------- THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR W NEW ROOF STRUCTURE 0 o RAISE EXIST, CHIMNEY 0 PER CODE — z 0 ILL U CEDAR SHINGLE ROOFING —— • w 12 4+— rEDAR — ---MAR SHINGLE ROOFING -- _ _ 0 -- -- z o Lo 7'-6" PLATE HEIGHT w o' •_ U 1'-O O STANDING SEAM — 10 - METAL ROOF 1 I, � 10 — FIN. SECOND FLOORMETAL ROOF - bIANDING SEAM - -,} O � � 6Y I FE — SHINGLE - I — °' 3052 3052 00 I � p LLJ -- _ � - o GRAD Ecn nO f�Sill • W O E R I G H T I D E E L E V A T I O N E F R O N T E L E VA T I O N S 2 SCALE: 1 /4" = 1 '-0" 1 SCALE: 1 /4" = 1 '-0" 0co 0 0 N of RAISE EXIST. CHIMNEY w m z PER CODE W O F— __ V) V) LL_ CRICKET w -- Q QTRUGTtJRE W J I - cz U N EGRESS EGRESS EGRESS E MATCH EXIST. ROOF SWEEPS (TYPICAL) III I LL_ �l L�j _ JC W ti TA DING SE TALCEDAR PERFECTION SHINGLES RO T AR31 AR31 /..� i Q w 2452 2452 3052 3052 cz CEDAR PERFECTION SHINGLES L - x O m IL U a EXISTING FOUNDATION TO REMAIN 65-10" A D D I T I O N SHEET NO. 'a t E` L E F T S I D E E L E V A T I O N 3 SCALE: 1 /4" = 1 '-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE�ORIGINAL SITE FOR WHICH THEY.WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN IM­IOILE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH TNFM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. N ' FAN TO EXTERIOR I N a 10-0" l�-�J o LINEN L I V I IV V " Ll o Q 0 2V I 1 „ SHOWER I N 8-O I B T Hr . 00 — — — — — — I O " „ zlo �p CIO 10'-0" 1251 RF EXA ST I a - - - " IIVV 11 5- 1 2' 0 a 2852 FA TO E6T IOR I I I M IiL 1�� EGRESS I � - - - - - - �6� 2- "x12" HDR E_>' ;., N M II O I I I o I I EXIST, FI E REMOVEPLA E o TC N o TO REM INEXIST. WI DOWo N REMOVE O N N X rL N< 1 o o W.I. LL N ® 1 CLOSET �GUEST FVZ W.I. FwH4168 �BEDROOM o12' M.L. RDGE CLOSET j — — Qz- _n 668'co SMOKE EXISTING wODETECTOR 2-2"x12" HDR 2- "x12" HDR 0 3 sMOKE30 3846 w O DETECTOR0 EGR SS EGRESS R w00 a o 7-1 N'64 � 0 O W cN ® 6 -2, 10'rk � of v N 0 NN 17 r-11 r. Oz l() 37-. 11 "N 2-2"x12" HDR LLJ � STANDING SEAM 6 } FIR 3'-3" 3046 CUSTO Cus L UNE OF ST FLOOR YI , 0 METAL ROOF L BELOW -0„ EGRESS I 'P S N6'6 4a-7" toEX S T. 1 i I N FRONT STOOP M TOR MAIN II o III Q I N a I to ui 2"X8" rr III z I N I II ® 16" OC. 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RATED o o w 5/8 TYPE X SHEETROCK I co w 00 WALLS & CEILING o r- I I I 3'-0" RI'v 22'-10" I °' R MIS Q Q LL- 2"X12" rr 1 I ( 14" TA560 SERIES JOISTS I o o 0 16" OC. 0 16 OC. — — — I I R-19 INSULATION N,ItO — II Fr �J N 1 , � �, o 1 � cz N ,x I fwCN R I N O I R I O l0 I O al ) II M II I Nu 11 O 1 I I o cn 5'-0" m I I I Li I o .. „ 22 2 X12 r I I O 00 C" 0 16" 0 I I a 1 1 20'-6" rn I 1 LD to •^ I I `r I I LINE OF ._ Z 12r-4 I SECOND FLOOR ABOVE _ _ _ _ _ _ _ il � - - - - - - - —_— J- J- o 2446 3052 3052. o- 3'-0" EGRESS EGRESS y L. 1 - - - 3'-7 " 13'-114" 3'-738rr w ill—all2'-4r. 9'-4" 11'-8 23'-6" W U cz L X SECOND FLOOR PLAN FIRST FLOOR PLAN -� m SCALE: 1 /4 = 1 -0 SCALE! 1 /4" = 1 '-0" S.F. OF GARAGE AREA = 816 SF S.F. OF FIRST FL. LIVING AREA = 376 SF SHEET NO. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SMALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. , ur at o • I I I I I � 10'-0" I I I I I 1I— I LlIII— LJ - - - - - - - - - — - - - 7 I--� FURNACE HWH ANCHOR AND BOND I I I z — — — O TO EXISTING FOUNDATION TL — I I W/#5 REBARS I �--� I 012" O.C. VERTICAL I L J �o - - - - - - - - - - - Of v1 a QEXISTING I I I U Wa CRAWL EXISTING I LLJ 11 /e"RT 119U NI SUL®ION,r OC, \\ I I g 3 S P A C E 1 Ix a z I I SLAB 00 $„ I 11'-3" 1 ► I I I 0 c I o I �—- - -� — — — — — — — — — — — > of of - - - - - -, I - - - — — — — — — — — — — — — - - - - - - - - - - - U ANCHOR AND BOND TO EXISTING FOUNDATION 4'-7" I I W/#5 REBARS 012" O.C, VERTICAL EXIS ING I W zI I NEW I �I I CRAWL SPACE -xI 12" POURED CONCRETE SLAB I I Z OVER 6 MIL. POLYETHLENE I 7-0 2" X 12" RIDGE BEAM I I VAPOR BARRIER ON WELL 12 6'-0.. I 0 I I COMPACTED POROUS FILL I I 4'-0" 3'—C" TYPICAL ROOF CONSTRUCTION 11 I I � TYPICAL CEILING CONSTRUCTION 2" X 10" CEILING JOISTS ® 16" O.0 12 CEDAR SHINGLE ROOFING . 4.5+-p OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. I _W/ R-30 BATT. INSULATION 2"X12" ROOF RAFTERS 0 16" O.C. I I I 11 Yle TJI JOISTS A T T I C - ;� I I 0 16" OC. o MATCH ALL EXISTING EXTERIOR DETAILS _ 7'-6" PLATE HEIGHT I — "� I I I I I I I I I I — R-19 INSULA IE; WINDOW & DOOR SURROUNDS FRIEZE BOARDS, SIDING, RAKE BOARDS W & SHUTTERS r \ 0 I � N I rF ::Q IR 0 0 i _ O 00 1.1 / rr 0 0 o 0 D TYPICAL FLOOR CONSTRUCTION 1 1 0 11 7/8 TA FLOOR JOISTS 016"O,C. FIN, SECOND FLOOR tO I J W/3/4" PLYWOOD SUBFLOOR - Q r' z N <0 I N � ow� I I M -- — / SLAB TO SLOPE DN. 4" TO DOORS D>o= I I 61 J 00� II I 0 - 3068 I I J c� 0 z I � z m I I Lo T, ASIN I o 0)r I TYPI AL WALL CONSTRUCTION owe I , ao co CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X 0 z I I r� PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C. I Z 4" POURED CONCRETE SLAB `" R-15 INSULATION FIN, FIRST FLOOR I N t( o o OVER 6 MIL. POLYETHLENE -I X v VAPOR BARRIER ON WELL I Ld co `° I COMPACTED POROUS FILL J 4" POURED CONCRETEA — O I I Z m F- Ld O -100� � � I I oho I I w � O Z 2"x6" CCA SILL PLATE Z 8" POURED CONCRETE FOUNDATION TERMITE SHIELD M I SLAB TO SLOPE o w? LL LL WALL ON A 8 X 16 POURED 1/2" DIA. ANCHOR BOLTS o I I DN. 4 TO DOORS Z Lu o= b CONCRETE FOOTING ® 32" 1 I I �o� I I w cn M I ao z o F o l I Q o 2'-4" GARAGE CROSS SECTION SCALE: 1 4" Cz I I 3mF I I V ZQ10 E -- 1 i l aV)� I o SLAB TO SLOPE Z w I I I O c I DN, 4 TO DOORS !D I °i ��z I I '~ r I 0 o I o I � �- I O cn 21'-2" 2'-4" w 23'-6" U e c L x 0 F O U N D A T I O N P L A N m U SCALE: 1 /411 SHEET NO. THESE DRAWINGS AND AC COMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. `4 ED AS� � c//7 — 4 14 tr. P:1 TO 4 PM HE F NEW ROOF STRUCTURE ~4 ` ACTIONS: NEW ROOF STRUCTURE TWO REQUIRED , ONCRETE o RAISE EXIST. CHIMNEY C 0 PER CODE ;, . . R UMBING lint— I ff _ RAISE EXIST. CHIMNEY \ A, I _ '1 S!!�,!L ti1F> T TFIc PER CODE 't4E CODES OF!�":Vv N O T E: \\ Yuii; 4 °F'C sLE FC}�ti z DES!�a!d (Uii o MATCH ALL EXISTING EXTERIOR DETAILS \ P UMBER ffiT 'IC IE: WINDOW & DOOR SUIRROUNDIIS -- FRIEZE BOARDS, SI ING, RAI'<E BOARDS \ — - ONLEAD C TE T 8 =: .. & SHUTTERS CRICKET "t.!_.CONSTRU�1'IQN SHT�'.!_ CERTIFICATE �� uC -Y CEDAR SHIINGLE ROOFING �- 01' —CEDAR SHINGLE ROOFING a;' ,HE REQUIREr4�lENTi:}�11" { it S LDER �® w IMATCH EXIST NG REMOVE EXISTING ROOF ' �— ("'`JES OF NEW YORK STATE• S IPPLY S . 17 I 'CA '1`.: RAFTER TAIL DETAILS "� ' \�' STRI,ICTURE E .CEED 1f 1/o ` CEDAR PERFECTION SHINGLES PILL �' NG \ VIC3 _ ALL PL P BIN WA, TE i �• ` 8'-0" PLATE: HEIGHT r" ION OF TESTING E OR CUVT n!!v Q.'G ORT)N jI�VJS I— II� ,., ll E� z III _ RETAI� flU1MRWATER RUNOFFu��IER7lRfTER ( :f#I DA TE PURSUANT TO CHAPTER 236--m W I! 0 24310 OF THE TOWN CODE, °° REQU D� I� NO n _ CEDAR PERFECI EXISTING ROC F TO REMAIN T.O. SECOND FLOOR 8'-4" PLATE HEIGHT OT•INS — Ll - D CDC luf r m-h '� - 0 - - JSE IS UNLAWi'. CEDAR PERFECTION SHINGLES CEDAR PERFECTION SHINGLES WITHOUT CERTI"'�e.. . O WF GCCUPANCY .� T.O. FIRST FLOOR Q CEDAR 0 F.,-..,,,D Er GRADE w EXISTING FOUNDATION EXISTING FOUNDATION W E X I S T I N G TO REMAIN r n �1 E FRONT ELEVATION E RIGHT SIDE• • E L E A T 1 0 N_ 0 -" SCALE: i /4" _ 1 '-0"" 2 SCALE: 1 /4" — 1 '_O" — — 0 0 NEW ROOF STRUCTURE ^; - — NEW ROOF STRUCTURE 0 00 CD CD N RAISE EXIST. CHIMNEY PER CODE m 7 CEDAR SHINGLE ROOFING W O CEDAR SHINGLE ROOFING IU \` I--' J W Q \ CEDAR SHINGLE ROOFING— CEDAR PERFECTION SHINGLES CRICKET ING \> \CEDA' SHINGLE ROOFING— \� ,� " -- \ w W�+•� REMOVE E'Xi.STTNG ROOF ~ STRUCTURE _ Q Q W SHINGLE ROOFING MATCH EXISTIPN6 CEDAR PERFECTION SHINGLES- CEDAR \ RAFTER TAIL IDI TAILS CEDAR PERFECTION SHINGLES i / EDAR P FECTION SHINGLEc / m rn c rn CEDAR PERFECTION SHINGLES L EXISTING ROOF 2831 o U TO REMAIN—"-,, EXISTING ROOFF CEDAR PERFECTION SHINGLES CEDAR SHINGLE ROOFING co TO REMAIN „• CEDAR SHINGLE ROOFING - CEDAR SHINGLE ROOFING _ CEDAR SHINGLE ROOFING +mj CEDAR PERFECTION SHINGLES _ a _ EJ z f- ® I � III w _ U CEDAR PERFECTION SHINGLES CEDAR PERFECTION SHINGLES °D CEDAR PERFECTION SHINGLES - CEDAR PERFECTION SHINGLES 0 GRADE c `z a EXISTING FOUNDATION E REAR ELEVATION E LEFT SIDE ELEVAT10N 4 SCALE: 1 %4 = 1 '-0" 3 SCALE: 1 /4" = 1 '-0" SHEET N0. Y I � THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOCD,IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. s z EXISTING 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — it w EXISTING CONC. PIERS TO REMAIN I II 11 I cn 0 II I L I II I W II I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -: - - - - - - - _ � (- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - � ui EXISTING GIRDER EXISTING GIRDER EXISTING GIRDER EXISTING TO REMAIN ��TO REMAIN TO REMAIN TO REMAIN I I I 1 1 I EXISTING I I I I z z CUT �•uDn CUT CRAW L �,�„ I SPACE I I EXI STI N G I I W jiffu'ROOF �Typ.) (np•) I I I I CELLAR I III I �— ROOF I ( PROVIDE S 8" TYPE "X" GYP. BD. EXISTING I L — — — — — — — --9 AOTN CEILING LEAST 3 O ABOVE FURNADESFOR TO REMAIN I r — — — — — — — I I 0 I 1 I <L-t-t/2Y �� I-t i/1Y F-' I` t_t�y I I I I I PER N.Y.S. CODE I M I W 4 �-t t/YY c�t t/1'v '-I I z I I 0~DETOE TOR III EXISTING i uv ILAv � I N.0 uv IuY IuY � (M!C I � _ _ _ _ _ — � I I I TO REMAIN i ~ HOUSE � I 910YER I SIOAER I I I SECOND FLOOR Wri FFQ - - - - - - � EXISTING �—r_� �. r- — � ITO REMAIN I I I I0 UP� juV I �� ILAV I trau WAsfR I tavl r,� I I I_l _t I I O FRESH AIR INLET MR I I FIRST FLOOR I-I�r t-ur I-I/2� r Ga (CONNECT TO APPROVED P.V.C.PIPE PITCHED F RNACE ` F:•A•I.& SANITARY SYSTEM AS PER N.Y.S CODE I 1 H WH I I \ PLUMBING RISER DIAGRAM I - - �'- - - - - - - II - - - - - s I I � _ _ __ _ _ _ _ _ _ _ _ _ - _ _ J I l SCALE: N.T.S o EXISTING I I I I EI IISTING I I N z 1 1 CFcAWL I I I I CRR1A WL- - -I I w J S P A C E I I EXISTING I I [r S— --C-E _ — _I I m• �- I I I I sLAe 1 1 I I Ld o Lo w Q o - - - - - - - - - � L - - - - - - - - - - - - - - - - --1 L — I- - — — — — — J D - - - - - - - - - - - - - - - - - o - - - - - - - -- - - - - - 0 0 EXISTING cn UN O _. CO FOUNDATION PLAN SCALE: 1 /4" = 1 '-0" l Z I Jc a uj ^� W (3) U Czco X i Q m . I SHEET NO. i THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD;, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. t 5'-0j" 8'-8 8'-8j" 6'-3 5-5" 7'-10" 7'-10" 1 4 z REMOVE & REPLACE O 2'-0" 7'-11" 12'-9" 13'-6" 11'-8" 2'-0" EXIST. N ACCORDINGLLYY 3'-11 ,. 3-11 g'-4 6._43" .. 1 6'-9 6-9" 5-10" 5'-10" 1- a_ 3852 3852 3852 3852 3852 3852 ALIGN EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS 3032 3032 11� 11- - - - - — - - - - - - - - — — — — — — — — — — — — — — 1 - - - - - - - - - - - � ) 2-2"x12" HDR 2-2"x12" HDR 2-2"x12" HDR �� — 06"H/Gh R LINE OF I I 36 HIGH RA/ I �O EF. J ® I o — — W 7 I I SINGLES PL RUBBER ROOFING A PORCH WALL BELOW 1 L .w• p OVER 5# ROOF FELT iON /4" COX PLYWOOD BALCONY I I BALCONY I o EXISTING I 3 SHEATHING. PITCH R00 FROM RESIDENCE ( I LO LO S U N R O O M 15'-0" o W R I w§ o (TYPICAL) FWH 068 I FWH 068 1 �0 LINE OF K I T C H E N I i7 2-2"x12" H R 3046 30 6 3046 I '� ( o SECOND FLOOR ABOVE ``'X a0 I 2-2"x12" H o 00 xto 3'-3" w Z I I co 24416 2446 I I EGRESS EGR SS EGRESS I o I I x — zz O 11 2-2"x12" HDR R 2-2"x12" HDR - _ 6 N N o N� N w � _ � E I �, o �W 3-9 l I S L A N D I Of 11 12'-i S 13'-6" I I g ' MO I I \ O w r1 11 10 _ _ — — I 7T1 3052 3052 3052 3052 FWG1 O68-4 \ - -� 1 �(1 I EGRESS EGRESS EGRESS EGRESS ^� II N - - - - - - — _�— — - - - - - - - - - - - - - - - - — - — �r - -_- -_ — — I I 1 — — I I J NEW CONSTRUCTION 0 1 1 3052 3052 2-2"x12" HDR CENTER DOOR00 � Oil H N (TYPICAL) I I I E�RESS EGRESS 2 I WITH FIREPLACE N z B E D R 0 0 M = B E D R O O M I REMOVE & RE ACE LINE OF EXIST. WA S ui EXIST. DOOR & WI OWS R K(TYPICAL) BE REMOVES w R O - ^ I -u�l SMOKE z ~ N M A S T E R O T L I N o 3 ACC GLY I� �Q I (TYPICAL) i SO--DETECTOR o Ir _ � Z BEDROOM I M II = I ) "' 0 U 0 M I U 8'-0" CEILING HEIGHT 8'-0" CEILING HEIGHT 2 1O 2 o i x 1 c� l 9'-6" CEILING HEIGHT I I a c� '-`In, N I D I N wc 2 <0 4 N 12 U I O G 2"X10" CLG. JOIST 2'_0, 4 cI 4 III o I o 3 4 N o vo I N ® 16" OC. R-30 INSUL. 10 I p ( = J 1 1. I z 1° = (� 4'-°" NN I FAMILY o BREOOKS1 t'-5" O LCL _ R 0 0 M 11 3 — I W o I I zn Of LINE OF TRAY CEILING I I 4'-0' N x III III Iv BUILT IN 2,-0„ a jCL.SET �0 N N �J cw BANQUET SEATINGao �7 �� I coo N LNE OF EXIST. WALLS�'I I EXISTING FRAMING n _� N ` TO BE REMO(TYPICAL)CAL) TO REMAIN I I 3'-0" o`ro Q 20'-0" I NEW CONSTRUCTION W I I EXISTING FRAMING -1" N (TYPICAL) I O ( CD iv 26E Q � I I LINE OF EXIST. WALLS III TO REMAIN 1 I -2" a O N L TO BE REMOVED -c o N I (TYPICAL) I I `� P A N TRY �6 0� z ui — — — — 21117 '8 X ao 2-2"x12" HDR _J L — — — I I x N w L — — — x 2652 2652 '� INDICATIv 'OF III = I w w I NEW CONS RUCTION o M A S T E R �, I (TYPICAL 1 I I I Q SMOKE MO E ®_ IDiv 10 B A T H _ 0 _" 125 CFM EXHAUST® O U P P E R ~ N n N N FAN TO EXTERIOR I F A M I L Y O — DN. 3'-4» R W � o L I V�, N G � "' �� �� 10'-0" I 3'-6° 0 0 M CLOSE PENING o N LINEN 0 Zoo �I O a V I I C9 I I O 'u Mow N 8'-0" CEILING HEIGHT a 0 V)w 1 SHOWER N RO U � I � �o io O �+ �IN ol0 15'-1" O o o p O ® — 1368-2� z j 1 - vl I EXIST, TO REMAIN _ m 125 CFM EXHAUST 00 I 0 0 M2'-'OfU r 6'-2" Ld z FA TO EXTL IOR UP e 11 x s-- I V ~ 0 I ��� I EXISTING MASONRY CHIMNEY o ® 125 CFM EXHAUST I I w ap REMOVE I EXIST. F :_PLA E Z �. o - I TO REM IN 1 I O I11 TO REMAIN REMOVE I FAN TO EXTERIOR 1 I CLOSET p EXIST. WI DOW U 06 0 r7 I EXIST. WINDOWS I I M Q SMOK vJ 1 ACCORDINGLY I I O~DETEC�OR N I — — — ` — — I P.D. 2668 I �I' _ i S 5'-10" m W l R w.l. LL �Ika �-- 0 16 s 2 cO O O 1 EXISTING I \Av I LAUNDRY 00 X = CLOSET 125 CFM EXHAUST 1 7 Q 1 (30 iN FAN TO EXTERIOR p o zo SHowER ® I I o Z = I B E D R O O M FWH4168 FWH416 I M c� O 0 0 00 l a I o N z _ Ln `° I w;n o O " I L0 o cp co v N , d o Q 1 O -5 1 a O x I O SMOKE w ...I 12'-1" a . EXISTING REMOVE m 1 1 '� M w N S ~DETECTOR 1 2-2"x12" HDR 2- "x12" HDR 2- "x12" HER 2-2"x12" HDR N F 0 Y E R EXIST. WINDO S � 30 6 38 6 3 46 30 6 FRAME OUT FOR l� 0 EGR SS EGRESS EGRESS 1 EGR SS I n FUTURE DOOR O--DETTECTOR LINE F 2a6,� POWDER w U) O 1 I 1 I SECO D FL00 80 ROOM V) LL ._J 1 4'-28" 10 7-11 101�1Oil' 4._2j" I I io ry�0 ® I LL 6"-2" I1'-9" LO6 CLOSET N 11'-3" 17'-11" 8'-2" w �-- II I 37-11" I I 125 CFM EXHAUST z L 1 2-2"x12" HDR 2 N FAN TO EXTERIOR Q Q — — — — — — — — — — — — — — — — — — — — — — ll LL 3052 REMOVE REPLACE REMOVE R LACE 30 2 UNE OF FIRST FLOOR WALLS 4 EGRESS EXIST, NDOW EXIST, NOW EGR SS BELOW EXIST. FTONR M-MAIN N 0 T E• 4 REMOVE & REPLACE EXISTING WINDOWS S SHOWN ALL WINDOW SIZE NOT SPECIFIED SHALLBE SITE /1 4-1 �, MEASURED. ALL NDOWS SHALL BE "AN ERSEN'S" V S E C O N D FLOOR P L A N STORM WATCH D UBLE HUNG (WHITE). SCALE: 1 /4" = 1 '-0" 1'-11" 5'-1t`" 8'-10" 6'-1" 6'-1" 8'-11" 6'-02 E A, S.F. OF ADDITIONAL SECOND FLOOR AREA = 751 SF 6'— 13'—' —"" 12'_'" O � V 49'-10" , rn z F I R S T F L 0 0 R P L A N SCALE: 1 /4" = 1 '—O" .c co S. F. OF PORCH AREA TO BE CONVERTED TO LIVING AREA = 497 SF — U i Czco x 0 m U � o a SHEET NO. " THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, N WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 2" X 12" RIDGE BEAM r TYPICAL ROOF CONSTRUCTION RAISE EXIST, CHIMNEY CEDAR SHINGLE ROOFING PER CODE OVER 151 ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"Xi2" ROOF RAFTERS 016" O,C, I � — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — 11 I 2x6 COLLAR TIES 0 32" O.C. — — I IIST. � � — — — — — _ — — — —� — — — —— — — — — � I I I MATCH EXIST. ROOF ATTIC MATCH EXIST. ROOF SWEEPS I F — - -- - - - - - - — — / I ' (TYPICAL) 2"X10" rr � 2"X10" rr 2"X10" rr � 2"X10" rr I I I '' / ' ' ' ' ` ` ` \ ® 16" OC. 16" OC, / ® 16" Orr ® 16" OC. I I i 8'-0" PLATE HEIGHT mT.O. WINDOWS L`I I III I UJI "� III I _ I it N O ` N / ` w / I I V-00 U P P E R z B E D R O O M II X `° I / X / II ~ I FAMILY o II -3" o �ro III x / 11 y I o N � I ♦ / N I ROOM II o 5'-0" o 0 i II I / �J,/ liiW I II III ♦ w ♦ ` � I I 2" X 12"RIDGE BEAW I 9 N a R O I — T.O. SECOND FLOOR X N ® X toI 8'-4" PLATE HEIGHT III I N � N ® I — T.O. WINDOWS I III NO I I II III x10 I II V N ®1 I I FOYER 0 I I ill I I P7� 2 0 o FAMILYBEYO M I � FUR OUT EXIST DECK FLOOR 00 I III I �{ 2" X lY RIDGE BEAM I TO MATCH EXIST, MAIN FIN z ( I FLOOR IN REST OF HIOUSE I III _ I I 0 LL�.,,.�.._ — — T.O. FIRST FLOOR EXIST, EXISTING IF CRAWL SPACE Q I I ____EXISTING FOUNDATION EXISTING CONC, (PIERS l + I C E L LA R WALL TO REMAIN TO REMAIN Q it I I W Ir cj o N I EXISTING FOUNDATION v l a 0 N� a t I WALL TO REMAIN CROSS SECTION 1 0 IItt N � 11 1- I N III I SCALE: 1 /4 " = 1,_0„ N C� BUILT U CRICKET N W STEP ASHING - I I \ II " I III Illw li lil I III Ili I I lil III I I III III I ill III I - III lil I I j i t I p " TYPICA ROOF CONSTRUCTION o 2 X 12 RIDGE BEAM Z p " CEDAR SHIN LE ROOFING i t X I I I I I 2 X 12 RIDGE BEAM OVER 15# ROOF FELT ON 1/2" CC`: PLYWOOD SHEATHING, J LLJ - - ll- - - - - - - - -`� - - - - - - - - - - — L - - - - - - - - - - - I L— - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - �-- - - - - -� - - - - - - - - - -J I 2„X12" R00 RAFTERS � 16" O.C. m TYPICAL CEILING CONSTRUCTION w 0 X 10 CEILING JOISTS 016" O.C. �... A T T I C A T T I C v'/ R-30 BATT. INSULATION L LJi / ATTIC A T T I C ATTIC R 0 0 F PLAN -e w 0 8'-0" PLATE HEIGHT / " �- U = 1'-O" 8-0 PLATE HEIGHT w Q Q SCALE: 1/4" V) T.O. WINDOWS MASTER I) DR00M TYPICAL FLOOR CONSTRUCTION R E R O M II O> cn M MATCH EXIST, FLOOR JOISTS 016"O.C. co1 o � o 0 0 00 o W/3/9 PLYWOOD SUBFLOORcz Q' Ucm TA. SECOND FLOOR E ~ - T.O, SECOND FLOOR , 8'-4" PLATE HEIGHT " 8-4 PLATE HEIGHT ® T.O. WINDOWS W LIVING . HALLWAY BREAKFAST F A M I L Y _ DINING EXIST. FIREPLACE • Z TO REMAIN R 0 0 M O Jc a Lu w T.O. FIRST FLOOR _ T.O. FIRST FLOOR i U GRADE EXISTING cz o0 C R A W L o E X I S T I NG SPACE EXISTING FOUNDATION C E L L A WALL TO REMA!NI a SHEET NO. CROSS SECTION 2 SCALE: 1/4" = 1 '-O" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESITRICTIONS. CORNER AND PARTITION POSTS RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS TOP PLATES w N 0 T E: TOP PLATES SECOND STORY TOP PLATE- A THIRD STUD AND/OR PARTITION INTERSECTING TOP PLATE SEE DRILLING AND BACKING STUDS SHALL BE PERMITTED TO BE JOIST IS PERMITTED TO NOTCHING PROVISIONS OMITTED THROUGH THE USE OF WOOD BACKUP STUD STUD BE CUT OR NOTCHED CLEATS OR METAL DRYWALL CLIPS THAT WILL SERVE AS ADEQUATE BACKING FOR THE FACING BORED HOLE MAX FLOOR J101ST- BETWEEN THESE LIMITS WALL STUD- z SEE DRILLING AND SEE DRILLING AND MATERIAL, BORED HOLE MAX; DIAMETER 40% o BOTTOM PLATE NOTCHINIG PROVISIONS NOTCHING PROVISIONS DIAMETER 60% OF STUD DEPTH WFCM SECTION 3.3-1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 FRAMING DETAILS OF STUD DEPTH 5/8" MIN. TO EDGE ~ — 5/8" MIN. TO ED(GE 5/8" MIN. TO EDGE o T NOTCH MUST NOT EXCEED JOIST ENDS TO BE GYPSM BOARD INSTALLED IN 5/8 MIN. TO EDGE 25% OF STUD DEPTH FOR BLOCKING BLOCKED AGAINST AND BRIDGING ROTATION IN ACCORDANCE 16d NAIL AT 24 O.C. ACCORDANCE WITH WFCM TABLE 3.1 NOTCH MUST NOT EXCEED IF HOLE IS BETWEEN 40% AND 6 T w TOP PLATE BAND JOIST SEE WFCM SECTION 3.3 OR BLIOCKING WITH WFCM 3.3.1.3—END RESTRAINT 40% OF STUD DEPTH OF STUD DEPTH THEN STUD MUST BE DOUBLE AND Nd MORE THAN TWO � FARING AND 3.3.1.4 BRIDGING BORED HOLES SHALL NOT SUCCESSIVE STUDS ARE DOUBLED ALL BORED HOLES SHALL_ NOT BE LOCATED IN THE SAME AND SO BORED 1 IN.x4 IN, RIBBON WOOD STRUCTURAL PANEL BE LOCATED IN THE SAME CROSS SECTION OF CUT OR CUT INTO STUD — CROSS SECTION OF CUT OR H LAP JOIST 3 IN. MIN. NSTALLED IN ACCORDANCE cn cn BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 OR BLOCKING ALL PANEL EDGES) WFCM 2001 S B C HIGH WIND EDITION 8d NAIL AT 12 O.C. ON ALL w JOIST a CORNER DETAIL FRAMING MEMBERS NOT AT WFCM 2001 SBC HIGH WIND EDITION SILL PLATE o ( ) PANEL EDGES SECTION 3. 4. 1 . 1 . 1 FIGURE 3. 3 A CRAWL SPACE SUBFLOOR s d NAIL AT 6" O.C. GYPSM BOARD INSTALLED IN SECTION 3. 4. 3. 1 . 1 FIGURE 3. 313 NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC ALL PANEL EDGES) ACCORDANCE WITH WFCM TABLE 3,1 FOUNDATION SLAB—ON—GRADE NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION FOR INTERIOR NONBEARING WALLS 2x4 CONTINUOUS •� PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING WOOD STRUCTURAL PANEL „ INSTALLED IN ACCORDANCE LATERAL BRACE AT 6' O.C. W BEARING WALL 16d NAIL AT 24 O.C. WITH WFCM TABLE 3°1 ROOF FRAMI G DOUBLE TOP PLATE 2-10d NAILS cn w CAL WALL, FLOOR 8c ROOF FRAMING 8d NAIL AT 6" O.C. ON ALL TYPI FRAMING MEMB,�RS AT PANEL EDGES AND 12 O.C. ON ALL SEE STUD TO RAFTER TRUSS OR CEILING JOIST FRAMING MEMBERS NOT AT IOR STUD TO STUD DETAIL z D—BORNE DEBRIS PROTECTION FASTENING SCHEDULE (b) INSIDE CORNER DETAIL PANEL EDGES C PLE TUD T PICAL GABLE END TRUSS WIN ONNECTORS FOR WOOD STRUCTURAL PANELS FRAMING A A R QUIRED `� EXTERIOR CORNER 0'� F A S T E N E R S P A C I N G 2 FEET 4 FEET 6 FEET l FASTENER HEADER STUDS ULL LENGTH NAAILSILS 0 j PAN < PANEL SPAN < PANEL SPAN < PANEL SPAN ENDWALL WA STUDS TYPE PANELS 5d COOLER NAILS AT 10" O.C. � 2 FEET 4 FEET 6 FEET 8 FEET NOTE: UPLIFT CONNECTION IS REQUIRED 2"x4" BLOCK NAILED TO EACH 2" 6 " 16" 12" 9" AT EACH END OF HEADER AND BRACE WITH 4-10d NAILS 2 1 f # 16 JOISTS N UPL AT BOTTOM OF HEADER STUDS IN WO D SCREWS CO NEC R ADDITION TO CONNECTORS AT GYPSUM BOARD d 2 1/2" #8 16" 16" 16" 12" A A R UIR WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7" O.C. Z WOOD SCREWS BOTTOM OF CRIPPLES 20 GAUGE STRAP LW a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. BLOCKING TYPICAL FRAMING AND UPLIFT J 10-8d NAILS 0 b. FASTENERS SHALL BE INSTALLED A7 OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. BLOCKING CONNECTIONS FOR OPENINGS o Q c. NAILS SHALL BE 10d COMMON OR 112d BOX NAILS. ( d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION—RESISTfANT ANCHORS HAVING A MINIMUM ULTIMATE FLOOR BRACING AT END B�Yc� ENDWALL STUDS WITHDRAWAL CAPACITY OF 490 POUND>S. CEILING BRACING GABLE ENDWALL e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) SECTION A—A (WFCM FIGURE 3,. � a1 8d NAIL AT 4 O.C. / FIGURE 3. 7a12,> MAX. (WFCM ) EXTERIOR WALL STRAPPING & ANCHORING SCHEDULE FACE OF FOOTING NAILS BASED E HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO TES ,- � SHEAR WALL REQUIREMENTS RIDGE TENSION STRAP AREA Ho / USE 8-8d COMMON NAILS NAILS � EACH END OF 1 -1 /4 RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTE;t j NO CEILING 20 GAUGE STRAP RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER DIAPHRAGM CENTER BLOCKING 8-8d TO STUD CONNECTION o ON SHEATHING JOINT REQUIRED ~ 2-8d TO PLATES LiO :.. FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD U¢ w0 I 15ON//32 WOOD STRUCTURAL PANELS CONNECTION < GABLE FACE AND ON WALL BELOW (� STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STl . " BASED ON SHEARWALL REQUIREMENTS 4-Sd TO PLATE H/2 BUT NEED OT �y� EX BUT NEED NOT GABLE END WALL BALLOON FRAMING RAFTER z SILL PLATE TO FOUNDATION " ANCHOR BOLT (14")I 7" MIN. EMBEDMENT TABLE 303.23 (SF �1) PLACE AT ON CENTER WITH 3" BEARING EXC ED 15 FT. AX. EXCEED 40 FT. MA BP-3 PLATE, 12' ROM CORNER OR SPLICE SIMPSON (14) PREFERRED METHOD D FOUNDATION DOUBLE WALL �° SSTBL20 4685 LB PER IN 3000 P�: CONCRETE, LOCATION OF Q w " HOLDDDWN. :S SHOWN ON FOUNDATION PLAN J STUD (SHEAR) SIDS Y" X 3" CONNECTION �'�ORNER) 7WOOD SCREWS " MIN, EMBEDMENT FOUNDATION CLEARANCE FROM SLOPES MIN. EMBEDMENT 8d NAIL AT 12 O.C. ON ALL FRAMING MEMBERS RIDGE BEAM NOTES: 1/2' SPACING ALL J ALL STRAPPING INDICATED MEETS OR EXCIEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ALLOWS NOT AT PANEL EDGES RIDGE TENSION STRAP DETAIL 4J CONSTRUCTION, SSTD 10-99) TABLE 3055 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOAD:' AT GABLE END WALLS ANDcn TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACC ?TABLE AS LONG AS MIN. HOLDDOWN GYPSUM BOARD Z M INSTALLATION ``' a NAIL PENETRATION INTO FRAMING IS ACHIEVED. INSTALLATION 16d NAIL AT cm INSTALL THROUGH FIRST FLOOR SHOE. DOUBLE PHD5 24" C.C. STUD (MIN.) o CORNER STUD AT HARDWARE O� ° CONNECTED TO HOLD ROOF RAFTER TRANSFER SHEAR ° T A B L E R301 . 5 �� (PHD5)S) �o ° ° d NOTE; SIMILAR C NNECTION SIDE WALL „ MIN. ®I o ° AT FOUNDATION. 8d NAIL AT 6 20 Gi . STRAP 14 WIDE ®I ° O.C. (ALL PANEL �— EDGES) MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) � W�(8 8 d N AI I_S ® z-1sa COMMON I I ° O NAILS AT 6"O.C. EACH SIDE I WOOD STRUCTURAL PANEL ■ SIDE WALL —END WALL INSTALLED IN ACCORDANCE WITH '� Z eI I WCFMNAILIN HIGHHWI WIND EDITION) 3.1, USE LIVE�E LOAD cr II —SUBROOR o (A) OUTSIDE CORNER DETAIL EXTERIOR BALCONIES 60 Q —BAND JOIST DECKS 40 V GYPSUM BOARD AT PHD5 6" O.C.IL (ALL PASSENGER VEHICLE GARAGES 50 co e• o• - PANEL cz - SIDE WALL EDGES) ATTIC WITHOUT STORAGE 10 o TOP PLATE a m Simpson Strong — Tie , 1O WOOD STRUCTURAL ATTICS WITH STORAGE 20 / 1 Simpson Strong— TiePHD PANEL INSTALLED IN ROOMS OTHER THAN SLEEPING ROOMS 40 A35— Chimney Framing ACCORDANCE WITH HOLDDOWN ° ° 1 ,—CORNER STUD NAILING SCHEDULE 16d NAIL AT ° ° ai CONNECTED TO (TABLE 3.1, WCFM 2001 ¢ 24 O.C. SLEEPING ROOMS 30 3 ROOF RAFTER RIDGE DETAIL ('2 '� CORNER BRACING DETAIL (PHD5) ° ° ,O 1 TRANSFER SHEAR HIGH WIND EDITION) z STAIRS 40 ° 0 8d NAIL AT 6" O.C. ON SHEET N0. 1��3 SCALE: N.T.S. DOUBLE ALL FRAMING MEMBERS GUARDRAILS AND HANDRAILS 200 3 SCALE: N .T.S. FLOOR TO FLOOR STUD (MIN.) AT PANEL EDGES AND (B) INSIDE CORNER DETAIL AT HARDWARE HOLD DOWN 12" O.C. ON ALL BER FRAMING MEM NO S T CONNECTION BRACKETS AT SHEAR WALL CORNERS, AT PANEL EDGES WINDOVV AND DOOR OPENINGS: (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE EXTERIOR CORNER FRAMING 3.8a & 3.8b TABLE 3.2 WFCM 2001 HIGH WIND EDITION I TABLE 3. 1 WFCM HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT The design of this structure Is based upon prescriptive using the G E N E R A L N 0 T E S: Wood Frame Construction Manual (WFCM) 2001 SBC publishedfished byy The American NAILING SCHEDULE CONNECTIONS RESISTING'' LATERAL & SHEAR LOADS Forest and Paper Association and the 'RESIDENTIAL CODE of NEW YORK STATE' 1. All works shall be performed In accordance with all state, ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERMITER MAXIMUM ANCOR BOLT SPACING 2007. municipal, local zoning and building codes and ordinances SUPPORTING EDGE NAIL SPACING (IN) (5/8 ANCOR BOLTS) having jurisdiction and best standards of construction NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on practice. JOINT DESCRIPTION 1 STORY 72 sheet no. 1 The American Institute of Architects Conditions shall apply SILL PLATE TO FOUNDATION 2 STORY ALL 36 All non engineered lumber to be Douglas Flr#2 or better to all work performed on this project. (CRAWL SPACE OR BASEMENT) 23 Wind Limitations-Section R301.2.1 2. The Contractor shall verify all conditions at the site. Any 4_8d PER RAFTER RAFTER TO TOP PLATE TOE-NAILED 3 STORY PER JOIST Design Criteria-Section R301.2.1.1. (See Table R301.2.1.2. for Wind-Born Debris discrepancies must be brought to the attention of the Architect 4-8d 3 28 Protection Fastening Schedule For Wood Structural Panels) prior to commencement of construction. The Contractor shall be WALL BOTTOM PLATE TO FOUNDATION 1-3 STORIES 57 responsible for corrections not reported once he has started work CEILING JOIST TO TOP PLATE TOE-NAILED SLAB-ON-GRADE 6 9-16d EACH LAP Dead Load-Section R301.3 CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.4 except for hidden job conditions. z NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON ,SEE DETAIL. Light and Ventilation-Section R303 3. Contractor shall guarantee to the Owner that all materials and - CEILING JOIST OVER PARTITIONS FACE-NAILED o 9-16d EACH LAP Minimum Room Area-Section R304 equipment incorporated in the work will be new, and that all work PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Ceiling Height-Section R305 will be of good quality, free from faults and defects for a period 6-8d Sanitation-Section R306 of one year form the date of the final Certificate of Occupancy. COLLAR TIE TO RAFTER FACE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Spoce-Section R307 4. The Architect shall not be responsible for the construction means, a BLOCKING TO RAFTER TOE-NAILED 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R308 method, techniques, sequences or procedures, or or the safety es ars G and Car orts-Section R309 precautions and programs In connection with the work, and he TRIM BOARD TO RAFTER END-NAILED OR PANEL SIDING FOR 8d COMMON NAILS g P carry out shall not be responsible for the contractors failure to WALL FRAMING Emergency Escape and Rescue Opening-Section R310 P y � » Exit-Section R311 the work in accordance with the construction documents. The (SFF NOTE 1) INCHES O.C. Landing-Section R312 Architect shail not be responsible for the acts or omission by Cl) 2-16d (SEE NOTE 1) PER FOOT 4' PERIMETER E Romps-Section R313 the contractor No changes shall be made in the documents w TOP PLATE TO TOP PLATE FACE-NAILED 16 F E N and/or the building as designed without the expressed written o 4-16d JOINTS - EACH SIDE EDGE ZONE St R314 TOP PLATE AT INTERSECTION FACE-NAILED E 6 Handrail-Section R315 consent of the Architect. 2-16d 24' O.C. INTERIOR ZONE 16 Guards-Section R316 5. The controctor and all subcontractors shall maintain continuous STUD TO STUD FACE-NAILED F insurance coverage statutory policies Worker 16d 16" O.C. ALONG EDGES E NOTE 4 Smoke Alarms-Section R317 9 Y P ( HEADER TO HEADER FACE-NAILED Foam plastic-Section R318 Compensation, etc.) and general liability in an mount not cn 2-16d PER 2X4 STUD GABLE ENDWALL RAKE AND RAKE TRUSS F z Flame Spread and Smoke-Section R319 less than $ 5 million and automobile liability and damage o TOP OR BOTTOM PLATE TO STUD (END-NAILED) I E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R320 coverage not less than S 2 million. The Architect shall be in 3-16d PER 2X6 STUD F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) DwellingUnit Se oration-Section R321 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH P named insured On any and all policies. > 4-16d PER 2X8 STUD Moisture Vapor Retarders-Section R322 6. Provide 0.025" aluminum termite shield over fibrous `� SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay-Section R323 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Protection Against Termites-Section R324 insulation. All at all perimeter sills. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOKING MEMBERS WITH G>0.49, FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Site Address-Section R325 7. All wood c contact with concrete or masonry to be Wolmanized 2-16d SEE NOTE 1,2 PER FOOT TO 6 INCHES 0. C. or pressure creosoted. ( FACE-NAILED) ( 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R326 8. A single station smoke detector alarm device shall be installed MEMBERS WITH G>0,49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Flood Resistant Construction-Section R327 In each bedroom, on all floors and shall be all interconnected per code. FLOOR FRAMING TO 4 INCHES 0. C. 4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Foundation-Chapter 4 9. All bathroom without operable WIndOWS t0 be mechanically ventilate 4-8d PER (JOIST MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED 10 per New York State Code. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 3 INCHES 0. C. Design based upon presumptive load bearing values of sandy gravel and or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor 2-8d EACH END at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. BRIDGING TO JOIST TOE-NAILED (TABLE 3.2 WFCM 2001 HIGH WIND EDITION) per square foot. Contractor to consult Arcitect If different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d EACH BLOCK found upon excavation. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate Is BLOCKING TO SILL OR TOP PLATE TOE-NAILED SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT or test hole, for alternative footing and foundation wall design, to be presented to the Owner at the completion of the job. "-N UJ LEDGER ST RIP TO BEAM FACE-NAILED 3-16d EACH JOIST CONNECTIONS RESISTING LATERAL& SHEAR LOADS 12. Plumbing Installation to comply with State and Local codes 3-8d PER !JOIST Foundation Notes; and the sewage disposal system to meet Heolth Department standards. bi JOIST ON LEDGER TO BEAM TOE-NAILED 5�/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. (n 3-16d PER JOIST SHEATING LOCATION STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING BAND JOIST TOJOIST END-NAILED OR PANEL SIDING FOR 8d COMMON NAILS 8 poured concrete foundation wall, 8-0 high, 3000 # test 14. All work to conform to the rules and regulations of the New York 3-16d PER JOIST Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double BAND JOIST TO SILL OR TOP PLATE TOE-NAILED SEEN INCHES O.C. N t " ANCHOR BOLTS) 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. (' E 6 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as 'indicated on these plans exceeds ROOF SHEATHING z 4" EDGE ZONE 1s p 4�� poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. 8d (SEE TABLE 3.8) Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and STRUCTURAL PANELS E 6 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for INTERIOR ZONE 16 F 12 which they made is executed or not. They may not be used DIAGONAL BOARD SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT " on any other project except by written authorization of the Architect, Q 2-8d PER SUPPORT Deck and porch flootings as noted, 3000# test, 48 minimum buried depth 17, Architect has not been retained for site supervision, on-site 1"X6" OR 1"X8" E- NAIL SPACING AT PANEL EGDE (IN) P F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FiELD (IN) " inspection and certifications as required or requested by the Owner, 0 3-8d PER SUPPORT 1"X10" OR WIDER 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT Foundation wall to extend a minimum 8 above finished grade contractor or local building department. REQUIREMENTS SHALL BE USED. All footing to be carried down to undisturbed soil CEILING SHEATING 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH No footing shall be set higher than a 30 degree angle from any other footing " " G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. Pour n0 concrete on frozen ground Or in freezing water. 5d COOLERS 1 EDGE / 10 FIELD 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED �--- GIPSUM WALLBOARD FOR COMMON NAIL Provide 3 1/2' steel lally columns. WALL SHEATHING Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS 8d (SEE TABLE 3.9) strength and has been anchored to the floor above, or has been sufficiently SIMPSON H-8 USE SIMPSUN STRONG-TIE CONNECTORS STRUCTURAL PANELS 5- 8D TO STUD braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT a FIREBOARD PANELS 4- 8D TO PLATE Floor framingshall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. 7 16" 6d 3' EDGE / 6" FIELD (EVERY STUD) SIMPSON Draftstopping - Section R502.12 CONSTRUC170N CATALOG C-HW02 Z / " ANCHOR BOLT " Fireblocking - Section R502.13. ANCHOR 30LTS IN FOUNDATION USE: gd 3' EDGE / 6" FIELD 8 14 ( ) BP-3 PLATE SSTB28 WITH BEARING PLATE SEE FOUNDATION Simpson Strong-Tie 25 32" w .. 5d COOLERS '' EDGE / 10" FIELD 7" MINIMUM EMBEDMENT Floor Construction: 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 GIPSUM WALLBOARD (SEE ANCHOR SCHEDULE, Floor joists: see Foundation and Floor Plans, spacing as noted. 0 HARDBOARD 8d SEE TABLE 3.9) °Q SILL PLATE TO RIM JOIST USE: AT EACH RAFTER ON DWGS A-3.1 AND A-3.2) Fasten per Table 3.1 WFCM. LTP4 16" C.C. AT EXTERIOR PERIMETER gd (SEE TABLE 3.9) 2-2x6 ACQ sill with termite shield and sill seal. AND GARAGE/HOUSE HOUSE COMMON WALL '1 1-'� PARTICLEBOARD PANEL •� Finish floors per agreement. / 4-10d x 1 1/2 SIMPSON USE (4)-8d NAILS AT EACH END DIAGONAL BOARD SHEATING o ,° ° •¢° ��� �" PHD5-SD53 Wall Wallfram nruanidn - WFCM finishing shallsbepnailed and or screwed In accordance with GARAGE STUD GARAGE SILL PLATE USE: I'U" OR 1"X8" 2-8d P,'R SUPPORT a°a • °. . (14) SDS y X 3 WOOD ;SCRFAS 9 9 NOTE:: Table 3.1 WFCM SSP CONI•1i:CTOR AT 16" O.C. 1"X10" OR WIDER 3-8d P_R SUPPORT ° .° a.° .° 'a �° '' 7" MIN EMBEDMENT 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING FLOOR SHEATHING .4 o••p ° ,• 'o • 'o p ( Overhangs as noted. ° ,. u, A-3.2 FOR LOCATION) Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG STRUCTURAL PANELS '•O•'° >' '° 'a a�'°� ' ° (MINIMUM DOUBLE STUD) Alluminum gutters and leaders. Siding: see Elevations. MTS 36, 16" O.C. " gd 6" EDGE / 12" FIELD 1. °'° •4°• ° ° ° '' ° '° T ek housewro BOLTS AT 16 ON CENTER >" P USE (4)-8d NAILS AT EACH END ° a•e c a • c a•e c °•tie ° a ° 1/2" plywood sheating, see fastening schedule, Table 3.1 WFCM. FLOOR TO FLOOR CONNECTION USE: 1' OR LESS 1 e' ° 2x4x Studs 0 16' o.c. with 2x4 shoe and double 2x4 late " GREATER THAN 1" 10d 6" EDGE / 6" FIELD 0'° 0'° '° a,• P MSTA 36, 16 O.C. • . �a •° ►Q •° ''c •Dif'c •D ° '• 1/2" Gypsum wall board USE (4)-8d NAILS AT EACH END DIAGONAL BOARD SHEATING c 4 a 5/8"Type x GWB in garage. Simpson Strong-Tie 2-8d PER SUPPORT '� '� '_ a •° 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: 1"X6" OR 1"X8" 1 3/4° MINIMU D ' 01 ,5N.", p • ' SEE PLAN At least one window in each sleeping room shall comply with the exit regh-oments MTS 36, EACH ROOF RAFTER U210 2X6 1- • ca4 1 a •° of section R310. USE 8 16d NAILS AT EACH END 3-$d PER SUPPORT EDGE DISTANCE 1"X10" OR WIDER Note drilling and notching limitations in figure R602.6(1) for bearing walls a•id RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST � ' • •D a• ' figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 1. NAIL REQUIREMENTSAREA BASED ON WIALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS Follow exterior comer framing detail figure R602.10.5 4-10d x 1 1/2 U DECK POST TO CONCRETE CONNECTION USE: NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. NIAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR WALL TO F 0 U N D A TI 0 N C 0 N N E C TI 0 N Roof assemblies - WFCM Prescriptive Method PBS44A FOR EACH POST ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. Asphalt strip shingles shall have minimum of six (6) fsteners per shingle (section z SHALL BE USED TO MAINTAIN THE LOAD PATH. R905.6) DECK POST TO GIRDER CONNECTION USE; � WHEN WALL SHEATING CONTINUOUS OWER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED SIMSON STRONG - TIE Underlayment application (Section R905.2.7.) PC44 FOR EACH POST - _ � J 2, H o Q For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- TO BE REDUCED TO 1-6d NAIL PER F00'T. GIRDER TO DECK JOIST CONNECTION USE: _ Simpson Strong Tie 1 1/4" COIL STRAP - 16" O.C. I� percent slope), MTS12 0 EACH JOIST USE 4-8D NAILS EACH STUD, / ' up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), U210 2X6 underlayment PORCH POST TO DECK USE: PORCH JOIST WRAP UNDER SILL PLATE shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PS720 (ALIGN WITH JOIST BELOW) AT EACH DECK/ of MIN. OVERLAP IS 12" � underlayment felt layers with and starting at the eoves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 \,/J 'N hold in place. PORCH R03F RAFTER TO GIRDER USE: Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, H2.5A AT EACH ROOF RAFTER CZ 4-1 Od x 1 1/2"overlapping '1 C• successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. TYPICAL PORCH / DECK LEDGER �+ N For roof slopes of four (4) units vertical in telve (12( units. Ice Protfction (Section R905.2.7.1) CONNECTIONS 0 Underlayment in High wind (Section R905.2.7.2) STU y2 BEARING PLATE Flashing (Section R905.2.8) e Chimney and firespaces - Chapter 10 tb Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. o� SIIMPSON STRONG-TIE Mechanical - Chapter 12 FOR HEADER OR - M TS`6 OR 1 1 /4" COIL General Mechanical System - Chapter 13 BEAM y -I Heoitng and cooling equipment - Chapter 14 STOCK Exhaust Sustem - Chapter 15 _ Duct System ir Chapter AC4Simpson Strong-Tie AT EACH ROOF RAFTER USE Combustion Air - Chapter 17 °C 8­16D NAILS AT EACH END, Chimneys and Vents - Chapter 18 AT EACH POST - Plumbing - Part VII ♦/1 tb 12�� MIN! OVERLAP PER V� w C0MPONENT Q� V STU D TO ROOF RAFTER Simpson Strong-Tie ' CS20 1%" COILED Y2" THREADED RODIN. L. STRAP. MIN 12" REQUIRED FOR STU 1/2N. Go " CZ L CONNECTION OVERLAP AT EACH o STUD m 4 2"MINIMUM CNW NUT COUPLERCZ SIDECOVER °- o 0 MIN EDGE DISTANCE* FLOOR TO FLOOR . SILL PLATE TO R M JOIST AND RT2.5 r1'+:.i~4;;�•?.'' as i•:P'.o'•,- '.�t: `:' • SHEET NO.MIN EDGE SIMPSON STRONG TIE CONNECTION DISTANCE* 1 1 /4, COIL STRAP RIM JOIST TO STUD CONNECTION 16" O.C. USE 4-SD FLOOR TO FL AB Simpson Strong-Tie SEE STANCEFCHARREROR CONNECTIONS: AT EACH POST FOOTING INSTALLATION NAILS AT EACH STUD MIN OVERLAP IS 12" CANTILEVER CONDITION PORCH COLUMN CONNECTIONS