Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
40720-Z
Ftljot Town of Southold 2/2/2017 o P.O.Box 1179 53095 Main Rd sj§►®1a�" Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38809 Date: 2/2/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 755 Lupton Pt Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-11-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/25/2016 pursuant to which Building Permit No. 40720 dated 5/25/2016 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: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT ENTRY WITH DECK ABOVE AND REAR SECOND STORY DECK TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#6711 DATED 01-23-2014, AS APPLIED FOR The certificate is issued to Ameen,Carolyn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38830 12-09-2015 PLUMBERS CERTIFICATION DATED 01-10-2017 H y Plumbing 4 0hoed Signature Town of Southold 2/2/2017 0 P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38810 Date: 2/2/2017 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 755 Lupton Pt Rd., Mattituck SCTM#: 473889 Sec/Block/Lot: 115.41-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/25/2016 pursuant to which Building Permit No. 40720 dated 5/25/2016 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: UNHABITABLE ACCESSORY TWO-CAR GARAGE AS APPLIED FOR The certificate is issued to Ameen,Carolyn of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38830 12-09-2015 PLUMBERS CERTIFICATION DATED ho ' ed Signature o�S�FFOL,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 TOWN CLERK'S OFFICE o . SOUTHOLD;NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40720 Date: 5/25/2016 Permission is hereby granted to: Ameen, Carolyn 755 Lupton Pt Rd Mattituck, NY, 11952 To: Additions and alterations to an existing single family dwelling as applied for and construction of an accessory garage. Replaces BP#38830 At premises located at: 755 Lupton Pt Rd., Mattituck SCTM #473889 Sec/Block/Lot# 115.-11-4.1 Pursuant to application dated 5/25/2016 and approved by the Building Inspector. To expire on 11/24/2017. Fees: PERMIT RENEWAL $470.00 Total: $470.00 Building Inspector SUFE®��,c TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . 141� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38830 Date: 4/29/2014 Permission is hereby granted to: Ameen, Carolyn 10 Leland Ln Southampton, NY 11968 To: Additions and alterations to an existing single family dwelling as applied for and construction of an accessory garage At premises located at: 755 Lupton Pt Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-11-4.1 Pursuant to application dated 4/29/2014 and approved by the Building Inspector. To expire on 10/29/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $542.40 CO -ADDITION TO DWELLING $50.00 ACCESSORY $397.60 -ACCESS BUIL ING $50.00 otal: $1,040.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, 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-existing Building: (check one) Location of Property: L �n Y ':1 �n-0GJ House No. Street Hamlet Owner or Owners of Property: (Z�A g__-b[",-i n P-- Suffolk County Tax Map No 1000, Section IIS Block I Lot v Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: - (check one) Fee Submitted: $ �>V pp scant ignatu SOUjy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® iQ roper.richert(a�town.southold.ny.us Southold,NY 11971-0959 ;It` ®l�c®UNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ameen Address: 755 Lupton Point Road City: Mattituck St: New York Zip: 11952 Building Permit#: 38830 Section 115 Block 11 Lot. 41 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: B.J. Electric License No: 2670-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph 200 Heat Duplec Recpt 62 Ceding Fixtures 13 HID Fixtures Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 12 Smoke Detectors 1 Main Panel 200 A/C Condenser 2 Single Recpt Recessed Fixtures 55 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliancesff7O Dryer Recpt Emergency Fixtures Time Clocks Disconnect D Switches Twist Lock 11 Exit Fixtures 11 TVSS Other Equipment. 3- Combination Smoke/ CO Detectors, 5 - Exhaust Fans, 1- Gas Cook Top Notes. Inspector Signature: Date: December 9, 2015 Electrical 81 Compliance Form.xls � lc, Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 Ni`1,�, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 1 1 Building Permit No. J7+-4 `r-u -7 2-0 Owner: G) (Please print) Plumber: vl 1 C9_�t V--') (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumb rs lgnature) ` Sworn to before me this /0 day of y )20jj Notary Public, -F-�/� County GiNABAF��, ,, NOTARY PUBLIC,State of New Yo No 01BA6211641 Qualified in Suffolk County Commission'Expires Sept 21,2017 a OF SOpT�o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 DATE _ INSPECTOR oF sooryolo , = OOUMV,� TOWN OF SOUTHOLD BUILDING 'DEPT. 765-1802 INSPECTION ; [ z FOUNDATION- 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION' [ ] FRAMING / STRAPPING [ ] FINAL [ , ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:/ DATE ��41NSPECTOIR OF SOUTyo UOUMV,� TOWN •OF"SOUTHOLD BUILDING-DEPT: 765-1802 INSPECTION L [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] UNDATIO [ ] INSULATION [ FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING e i REMARKS: 437- DATE DATE ® �`� ` INSPECTOR 3 Re�e� o�00E SO�p�,o! � o cOUNi`l,� TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPEC ON ' [ - ] FO NDATION 1 ST [ ROUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: MPI_� DATE �� INSPECTOR laf soti, TOWN OF SOUTHOLD� BUILDING -DEPT. 765-1802 INSPECTION I FOUNDATION IST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - INSPECTORZ SOUTyolo ` cou TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTIO' [ ] FOUNDATION 1 ST [ ] RO PLUMBING [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING /STRAPPING [ ] FINAL, [ ] FIREPLACE A CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKI G REMARKS: Zo It DATE -' `® INSPECTOR OE SOUTyoI - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,l [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [L,rfRAMING / STRAPPING [ ] FINAL : [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUTyolo _ TOWN , SOUTHOLD BUILDING DEP 765-1802 H E Ti [ ] FOUNDATION 1 ST [ ] ROUGH P MBING [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING /STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ® O-)AI AX-1- DAT E - `� " �� INSPECTOR. S CTOR i OF SOUjy�lo - coulm TOWN OF S TH OU OLD BUILDING DEPT. -765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� ( INSPECTORS 7eo SOF SO(/ly 0 O`O courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: for • a -,(% Of DATE INSPECTOR r SO�ryo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION" [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IPSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) REMARKS: 1kl QIn' alut P~lm Pmulpej ��Ar 4-v DATE INSPECTOR *OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ]�SLATIONU [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � MA o I '` ✓ 4 ,0l ,I► t� (OWK DATE 1 INSPECTOR Vt^, r ;a D CC��OdL Do CHARLES M. THOMAS R.A., PLLC SEP 2 8 2016 206 LINCOLN STREET RIVERHEAD, NY 1 1 90 1 BU LDWGD,,PTS (631 )727-7993 TOWNOFSOUMOLD ODTHOMAS63 @AOL.COM SEPTEMBER 24, 201 6 Building Department \ Town of Southold Re: Ameen Residence 755 Lupton Point Road Mattituck, New York BP # 40720 Dear Sire/Madam: This letter shall serve to certify that I was retained to inspect the installation of the strapping (floor, wall and roof) and caulking at the above referenced property and can attest that they conform to my plans and specifications and the 2010 Residential Code of New York State. Thank you for your attention to this matter. Please contact me with any questions you have. Ve t ly yo rs _ A a �® CHARLES M. THOMAS, R.A., S ��� WIWI MAMA, 1-ml -WOMMIA-WOWN If !' � drambs mm-0,p- rN IGS%�7//J�Il � L/i:(_ �.u:_� ✓I� _ i� _�� -- � _ � Or - � PLUA 1: t ` Eno r _ • � ,W �. .. INSULATIONPEAN.Y. STATE ENERGY . ! `d, .fin. .//__ L — WA •, � � ��� —=- �-'—cam � �1► m MAL r Phi ,T�►n.� �� � �� � •_ - � I4l_AmNi ',JIM Vol iI� / . r i ►.��Q > • .. �,. C �� �IL!IUI PAM� a �. I, - �r L1��1�. fI 3 I ®1<,/ tt� Ivv �. l5fAr ,7 ` TOWN Of, SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDNING DEPARTMENT Do you have or need the following,before applying? g TOWN HALL Board of Health 6 SOUTHOLI$,NY 11971 C. WE 4 sets of Building Plans TEL: (631) '765-1802 Planning Boar approval FAX: (631)765-9502 N04 Survey SoutholdTown.NorthFork.net PE NO4:PPzaltlCheck Septic Form N.Y.S.D.E.C. N SO TH D Trustees Flood Permit Examined 20J Storm-Water Assessment Form ff � SEP 2 7 2013 contact: Approved ,20 Mail to: Glenn E. Just Disapproved alc-4_0�� BLDG DEPT p n Rnx 447,rogue•N TRIM OF SO i Phone: 653-0607 Expiration ,20 �0D o mg Inpect 7 �I APPLICATION FOR BUILD fl"I s Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,an regul i ns,and to admit authorized inspectors on premises and in building for necessary inspections. '(Signat&6 f appYarit or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician,plumber or builder Agent Name of owner of premises Carolyn R. Ameen (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: 755 Lupton Point Road Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 115 Block 11 Lot 4 .1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. E)tisting use and occupancy Single family residence b. Intended use and occupancy Same 3. Nature of work(check which applicable):New Building Addition x Alteration x Repair Removal Demolition Other Work Garage & Pool _ 4. Estimated Cost Fee (Description) (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. n/a 7. Dimensions of existing structures, if any: Front 38.3 ' Rem. 38 .3 ' Depth 2 6 .3 ' Height 23' Number of Stories Dimensions of same structure with alterations or additions: Front 54 Rear 54 Depth 32 ' Height 27 ' Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 100 ' Rem 4 4 .7 8 ' Depth 208 .48 ' 10. Date of Purchase Name of Former Owner Michael & Peter Drobet 11. Zone or use,district in which premises are situated R 12.Does proposed construction violate any zoning law, ordinance or regulation?YES _NO 13. Will lot be re-graded?YES NO x Will excess fill be removed from premises?YES NO x 14.Names of Owner of premises_Car-Glyn Ilm-cn Address 755 PT r��one NO Name of Architect Chuck Thoma sl Address r30x 877 JamespPh&neNo 727-7993 Name of Contractor TED Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x 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_x 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 x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S u f f o l ll Glenn E. Just being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, T Agent the1� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2 day of -S1 20 13 Notary Public Signature of lic GINA A.LOCKE ' No.01 LO6057960 Notary Public,State of New York Qualfied in Suffolk county MY Commission Expires 11413molz ct, '1a��y' •.r'ai4$; "Y•,•Y�,�w r '"�,Qai '4:'�i� � iii"� i+pj7�"i` ''` `°4 ' / � lJ fir- ,,�__��*�' JP's' , B f`1➢%'-' ''6' q1 ':. •r, I•' t •.v.' a °W ;1< 8i ��'Pn.-ase-,, r S• t 4.➢ �� •"'� ,V Said'"a � K� 1•t -.i q�:�/4,•=:°iq �i�9 �+a. �'� 'cam; �i� C+ ,`�r� ''.n`v,� �'a• ��f^F:' " '- ;�'4r,� �'. � sls%w l� '4:� '�' .: ` ., _.\ -{ ?; OFAIM f F C; m•�crs�^>v'�3'' .:1."�4.'8;^3,1n�*�,?"�u^z".'.''::�•M".4":".S`t::a."i.�"�."'M"'.`�.:.,T.tF�,':�J.T..''z T'�,;:..,.,.......a.......-.tt•",.>.,K°rt ."?��"`�,: ,S+.ecr�i7N"."_P�* °:�;;t.•'�,.i '2�,xx�*'�+��'#.,-:^:w^^s'�;r� e,',s" BOARD dF`S®jtIOLD TOWN T�2LT5TEES t' �g SO,U_ L-D NEW YORK, _..'f.! :il`= }1`�:a:a:t .. ..'iii fi:ti: <t:� '£' ..:At ' :l! - :r.. ,t'tr;1. vi'll! G!• .,•P!}- '' .t'i^fti "d:: - � � $S `Et`vz,i t �I'1•i- � "x..,. ! t°f'�: t_3� ,% �":�- `tM ��i�.� 3 ta. £- iNJ i "•�' Y9 C� ;f�,:� k .t:C ei 3 Mi,Etei }t�� ' f� ii.�'vt t6 •i`.;E"i�s l�aa.;i: 9 i�bt. r.s. •.r y;'4 1.7, -.ii .I!i ,Stt•ii+:. :] z; { ' d'#=.�-0 ,.•, ai'.¢% ii2lr y,,.,<. �, X:;. 'C*;e. � PERMI,T,NO,-8372 DATE: FEBRUARY 19 2014. ife 1[L'a<. l//1t:s ' ,ii; Ca�}�h. y `iYn14i .`.i„ .rv• I. at "'f .r4e4 i Lb-5c'-A! v., P`{J i4t.T if..Yi`i`,..-',�f.x7 yaat'.'J f`: P St.1 `'.✓,.gi S }fit ttY ' )#'3�b:.tti Vii.§ 4rPi t.:Tt::�is A L[ ISSUED TO: CAROLYN`R._'AMEEN V/ �pry`,. y PROPERTY ADDRESSi-755t1LIIlP I?ON=POINT,ROAD'9 t d � Y S<. icFl`, `R', i= :eaii:-'•?` '�',i= °> ..,,°i `. C:.toer,.' #=1 a `i^ '.t:' l r� xS l :iia ` SCTM# 115-11-4:1 ._,8 Jill r�s'ag��rti �� {��i t ta€�i1}a:3;jcj m s .• i_[w R .,n^a� �y r �� 4.{.'ka+,ti�r i:.s��,rr'1.1:�.;:� 3x4,.1 i°,' '.§-o.:i.`.;i �!. ',tai• ''.+i�#,S,.,iJ,• 'ttt.`,r,P'z� •°i .a.t'f .: i� i5�-. jyVG'e1 i'Y �,. 1 �`F':'` ,'.f';�', '•.fli`w`-s '7,^.r ,.t,<r - `,ylh n.. {`.er nI-^._ - '3 4 '',f _ F: i •�± '3 �d/// �AUTIH0R1ZA1'10N,":` �,-' F.:,,+' :� ��11 � rY ��'pp 4,a_ .,s at.,,r>4� �,� f'.�'` _,. 6 t �'44r,, n�'U,.je,•,x.>�.F,., tc• r"ltri`bL.i c. it f�{,;St'•`:1'3�a':¢.,' . - y� "k `„ •_ _ "'y....,�."'r'” ,Si t•£St.t";``, -`i�91„„�` ,r;q• ,�' i,-�r4�f;;:'.° ru:d"°,'. „<. �i'..'D v';cr'::'. ! >i.'t}�, }.. W.. �� t r T�. E+`r"'•',x;•;tF W, ; ,f<f": t, t } `r. -' r rt"` . `•." � w.T7:.. y Pursuanti tti tlie` rovisioris{ofChn ter 275 oft e}}TSSo Code ofthe,Towu of Southold:and`3in pp', '�:! �.. •. •;..,a�i"_C4. -z+,vu-o,i[," tr Psv i.-_t ti•<s t-P .� t.ti pn«o(t``x: .• �4/J t".��...•, tl f}E)c „'•7 v.t.•.:�• eu,tr ra ,Pa:.t d,.a, •t-' �. _ *r, g,8;n,7 %;;`iaccordancewith the Resolutiori;ofjtl�efBord o ,Triustees�ad pfed�ia�themee egtheldton;'F.ebruarX.19,2014,and y;;, f` m consideration of application fee iQ thesum,ofc$250.00 paid by.Glenn.E.Just and subJect to the Terms and ' 33i,t? d Sl.� ' "° itt tSi E a-s-.a I$ t.�'E: -¢, `;'i,58:', ' Conditions:as stated.in the Resolution,the iSouthold Town Bbard'of Trustees authors.6s'and permits the "NW following: f ((}} t�tt ( c �) gg gS♦ n Y f {p ( fy/ y `(} y a f { t j <:i.6.P�x>d gaT.,1J.iV Y 4E to�`i.{I c,i8 iP,liJ. iYe3iP 2dJ ttrf�J.,Fi:v 3� '+M.aA t$' `il lJBlG¢�:)a/�li4P IISS•�P} � ;yl rettm'l ,LwriidMi f,• d ,f s. Wetland,Permit to constxuctr' t ,'.�3 {ese .r5s ti®ay deck above ani::existing,f rst 4 flooa•�deck•,construct a 10'°x12' fi-Allogr.addition;'S'�7,;steps;,and,•a=6'',i44'- two-story �> 4 t 4.`:}�:iY-�-'••Tl„'.t e.kt3 c.[C- i 4:r X27+'.:•,tli"t.,,z&i,1V.tdi .: M°idd itiasr y`s;,,�s ,.•�,:'52�. :)P4 •13 t:Ti1;G st.,i.�;`t,'s - (( addition onto existing"d,a;elling;_construct aAj8;x35,po 1� y thFpool.equiPment`area'om ` a landward side•of dwelling', constructra=25.1,x28' garage; and�install utters to leadei-s,to ' a dxywtells;to;coiitaan;roof;runoff;; ith�tliet cguciitioi%'to;establish`%and;sidbsequently t maintain<ra'20'w'iaie°laridsca` ed buffer` landwaxd'of1wetland1boudd'a■r . and the '-j, t t - p+• YPi l y 5 ;tb '1:. ' P,ri'� :..i e., e• •... i-' , r i ('. r, - - ../ ; 4^y? !. <' addition ®f aadr vellgon;seawa d'sitl'e of hmuse:conni te+dAWgutt&t iancl`.•leaders; and°as; r4,•;, f; depicted-on Tth`e Esury°ey p �eDared'by fJohri T t�1VleUger;`iT:a A'Surveyor;' t,elated" r ,� Febeuary 25,��2014 and,stamped approved3 on fvtarch'25;12014"'"' > `'' " "��`"' I . i ��-r IN,WITNESS'WHEREOF;the�said'Board°of`I'rustees'hereby causes its Corporate'Seal to b' affixed,. 3 ,t,i q , r,. { 6 ! n - z a,'. !• i .s';t;1i' :r ..AJC. }• '��'+ , an€i fliese presents"'to,be•subscribed`by a=inaJority offhe said'Board,a's ofthis date.; ' 1{` ? .d`3".",, -;i>:3.t i'� s '¢rgJE}e"t' ��§g i.'. t:.a`''• -d:• t ,Ps � isk`cLi;a:S, .`4:' .:Lfr• i ,''C.'+,z c .I€°':! �� •� yam,. v 1IRNO0077' ,fie r�;qi•`"rrd•�• ra Q °'-y-t,= . (•{ x 4 e. , ?t f:p .j'-" At cr ;t,`77 ;z _:'i 'z t, C; 4'.'..I ,. 't��9+ ,�. - +d .J rT.n .. `ii'SJCi'P:'` �•' ^i�j, t T..s�:} 'l,i.�- :. .f'1{i•$`4, ,...,='W t k :•.�.i� '•: a:_ ;� � Z � � ,�: .',i't•td tt 4,.� �,'�ivala... 'ii � ..ir„ .,.1°• ,[[t, ., q,13 z r:"}d Cdd "a:f'tp� 4,'Li?S 19C41'i:iC'e.4?s2 C;tk� ,r;rC>..r, tt '.✓'fiy : ; "''' .ry�� .�°.�<`.; .r',•, i4 'w` i�r`iii ,fi, i" ;. ' .,�. , t! ,.. 80.6, bi 1}SJiI�� ��".`:� �i:f.,=--,:yC� 'I{) '3;;1'i f€$ "i t',;#1,:".'siii•12:3..,,_:t "'':1:1�€"J tt:i?>)t)tii`}it-'tP=e:ia .8 ,i3�',i`.S�i;r-.'�;+i.:i t; !!'Ctr%' %� ..k...�•_., ., <, .. M...-"._. n _: P .._. ... . mss, .=;4"w'� ,:;�-.`�u;.rw'"Ti•X ”w"s:i"Tu^.4;w'is`i:3�?w'�Z•.x�,.bv_u'w xeiiiPuiiu ZTrair:"°.maz."�i..r.�.�xu�;.uiFY�i.;�,uf�rG+'2ii•:xi.�.:�'a2".,;a.' ^"�'uv�',",i:,"^o'Utz"••wiw'S"+SS1aXt7ai"t�uS3.'wusu��'�+?Ssi�: tl'�'u^a�""r+.4�c"C,•u"¢�u'"�Eisucu."'Gf&u `aa•.W�c� '��ti Sx. c 3 i' ;y"�'r! "qtr• , ! `�s>X yr°.N�"- .x`:;; .��'� _ ..g' r ,, ._ �� �.:. , a'• ;sC:? 'a �:�• x y .. •.;, ,�•,cm;t"'ys�. +. '.:S•°; dl:�: iP,`. :\_"'�':ro e�, :.,. '-``�� pt 4 ' :.». - "6!�vh :�;r..° `� r ti a ti.J r. i'* � ,4;,,, ``';):: i EtM:°y ,{•. •9.f'd'.. � ^,SS y.$:�.,,-�-.k ,h .R,..4':r�' :�,•;.,, .lr, ^'•. •�$S:!�Pc,'•'. v �, srf.t. .-,-' �`,. .<t.:�•,°r.:, 4 01 �).0 of Soy 4016 Ll , 4 John M.Bredemeyer III,President Jy Town Hall Annex Michael J.Domino,Vice-President ,`O� Ol0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Charles J.Sanders '`O a Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1301C Date: November 14, 2016 THIS CERTIFIES that the construction of an 8'x38' second-story deck above an existing first floor deck; construct a 10'x12' first floor addition, 5'x7' steps,and a 6'x44' two-story addition onto existing dwelling; construct an 18'x35'pool with pool equipment area on landward side of dwelling; constructla 25'x28' garage;and install gutters to leaders to drywells to contain roof runoff, with the condition to establish and subsequently maintain a 20' wide landscaped buffer landward-of wetland boundary; and the addition of a drywell on seaward side of house connected to gutters and leaders, At 755 Lupton Point Road,Mattituck Suffolk County Tax Map#1000-115-11-4.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 23,2013 pursuant to•which Trustees Wetland Permit#8372 Dated February 19,2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an 8'x38' second-story deck above an existing first floor deck; construct a 10'x12' first floor addition, 5'x7' steps,and a 6'x44' two-story addition onto existing dwelling, construct an 18'x35' pool with pool equipment area on landward side of dwelling; construct a 25'x28' garage; and install gutters to leaders to drywells to contain roof runoff, with the condition to establish and subsequently maintain a 20' wide landscaped buffer landward of wetland boundary; and the addition of a drywell on seaward side of house connected to gutters and leaders. The certificate is issued to CAROLYN R.AMEEN owner of the aforesaid property. A�� '� FC[�OV [E D Authorized Signature JAN 1 9 2017 BU[LDING DEPT. TOWN OF SOUTHOLD Ner rk State Department of Environmental Conservation Divisi6n of Environmental Permits,,Region 1 SUNY @ Stony Brook v 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631)444-0365 • Fax: (631)444-0360 Website: www.dec.ny.gov Joe Martens Commissioner LETTER OF NO NJURISDICTION TIDAL WETLANDS ACT December 4,2013 Carolyn R.Ameen Re: 1-4738-04298/009O1 755 Lupton Point,Rd . Ameen Property Mattituck,NY 11952 755 Lupton Pt.Rd,Mattituck SCTM# 1000-115-11-4.1 Dear Applicant- Based on the information you have submitted,the New York State Department of Environmental Conservation has determined that the portion of the property located landward of the 10 foot elevation- contoui-which exceeds ten feet above,meansea level in elevation,as shown on'the survey,prepared by John T.Metzger;last revised 11/21/13,,is beyond the jurisdiction of the Article 25 Tidal Wetlands Act., 'Therefore,in,accordance with the current Tidal Wetlands Land Use Regulafions (6NYCRR,Part 66 1)no. permit is required under the Tidal Wethands Act,and check#6986 fot,$,200. 00,-from.JMO Consultirig'is being returned since application"fees do`not apply to jurisdictional'determinations. Please be,advised,however;that 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 necessary precautions are taken to.prevent any sedimentation or•other alteration or disturbance to the ground surface or vegetation withiii,Tidal Wetlands jurisdiction which,, mayYesult 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 hay bale berm: ` This letter shall remain valid unless site conditions change. Please,be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, ; Ro Evans Re ' nal Permit Administrator_ KK/file cc: Habitat-TW JMO Consulting w Qheck#6986 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: October 10, 2013 TO: Glenn Just (Ameen) PO Box 447 Quogue, NY 11959 Please take notice that your application dated September 27, 2013 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 755 Lupton Point Road, Mattituck,NY County Tax Map No. 1000 - Section 115 Block 11 Lot 4_1 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII, Section 280-11613, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed construction notes a setback of 63.4 feet to the existing bulkhead. Authorized Signature Cc: File, ZBA G`Tffic_erLocar tion: Xxg $Q�ly Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) P.O.Box 1179 Southold,NY 11971 Q Southold,NY 11971-0959 http://southoldtown.northfork.net l JAN 3 0 2014 --1 BOARD OF APPEALS ` TOWN OF SOUTHOLD Tel. (631)765-1809 Fax(631)765-9064 r-souTHo�o FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 23,2014 ZBA FILE 6711 NAME OF APPLICANT: Carolyn R.Ameen SCTM#1000-115-11-4.1 PROPERTY LOCATION: 755 Lupton Point Road(adj.to Deep Hole Creek)Mattituck,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 t o 23, and the Suffolk County Department of Planning issued its reply dated December 30, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 23, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP.Based upon the mitigating conditions imposed in this decision,the Board finds the application CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is improved with a two story frame dwelling with attached porch and patio. It is located in the R-40 zone district and is non-conforming with 22,570 sq. ft. It has 95.24 feet of frontage on Lupton Point Road (20' Right of Way), 208.48 feet along the western property line, 110.79 feet along the northern property line, 44.78 feet on Deep Hole Creek and 198.24 feet along the eastern property line as shown on the survey dated March 12, 2013, last updated November 21, 2013 prepared by John T. Metzger,LLS. BASIS OF APPLICATION: Request for Variance from Article XXII Section 280-116B and the Building Inspector's October 10, 2013 Notice of Disapproval based on an application for building,permit for additions and alterations to existing single family dwelling, at; 1) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant requests a variance for additions and alterations to the existing home, including a second floor deck that is proposed at 63.4 feet from the bulkhead where the code required a 75 foot bulkhead setback. ADDITIONAL INFORMATION: During the hearing the applicant's agent was asked to provide information on the condition of the septic system and its location. On January 10, 2014 the ZBA received the requested information. Page 2 of 3—January 23,2014 ZBA#6711—Ameen SCT1v1#f 000-115-11-4.1 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9,2014 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Lupton Point Rd., area consists of approximately 22 described lots which predate zoning. The subject dwelling on the property has been in existence since prior to zoning with no evidence of adverse impacts. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The present home has been in existence prior to zoning and is located within the 75 foot bulkhead setback. 3. Town Law $267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 15% relief from the code. However, the proposed second floor deck is proposed above an existing deck and will maintain the same setback that presently exists. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and shall comply with the determination made by the LWRP Coordinator. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Schneider, and duly carried,to GRANT, the variance as applied for, and shown on the plans prepared by Charles Thomas, Architect, pages 1-5, dated 7/13/2013and the survey dated March 12, 2013, last updated November 21, 2013 prepared by John T. Metzger,LLS. Subject to the following conditions; CONDITIONS: 1. Proposed second story deck shall remain open to the sky. 2. A perpetual 20 foot wide landscaped buffer shall be installed landward of the tidal wetland line as shown on the survey. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3 of 3—January23,2014 ZBA46711—Ameen SCTM#4000-115-11-4 1 Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.• Ayes:Members Weisman(Chairperson), Schneider, Dantes, Horning.Absent:Member Goehringer. This Resolution was duly adopted(4-0). Leslie Kanes Weisman, CArperson Approved for filing /a}l/2014 S111FIZ dr Scott A. Russell James A. Richter, R.A. SUPERVISOR 0') Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 1hr oa S L-D-NEW-YORILJ1971 Telephone#: (631)-765-1560 i -. 1) 69L�-_9 MICHAEL.COLLINSQTOWN.SOUTHOLD.NY.US JA R _HTER«TOWN_.SOUTN'- Office of the Engineer; i ' APR 2 g .� ,I t ^ 9 204 ; Town of Southold BLDG DEPT STORMWATER MANAGEMENT CONTROL PLAN ECO ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact &Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (if Different from Applicant) NAME: D,2 C �`-��i?•j NAME: ADDRESS: ���� I,Q)rQn 4L4 ADDRESS: 77,—,,S (_e Telephone Number: (ice �g�l p �) Telephone Number: 6,31 f&,)S__ ::!5500) Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5'x I I"Envelope&Appropriate Postage. DATE: L Property Address / Location of Construction Work: S C T M #: 1000 ��� �-.. c e o �� s-;. Distract Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review 1 Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. ** * FOR N ING DEPARTMENT USE ONLY **** Reviewed By: Date ' 0 0 Appive F] Addmonal Information Required DRAINAGE INSPECTIONS ARE RECO UIREU Contact TOS Engineenn - 1560 before Rackfill,OR Provide Engineer's Certification that the drainage has been installed to Code. - CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: n [ `fes APPLICANT (Pro erty Ow r,Design Professi nal, gent, ontractor Other) \ ® � 4 NAMEQ IAA - � � S C T M #: 1000 �1 S'� jl ��f Telephone Number: r L 1 3 0 District Section Block Lot S M C P -Plan Requirements The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided, - 1 A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items S NO NA If you need additional room for explanations,Please Provide additional Paper. a Location & Description of Property Boundaries lli b Total Site Acreage. c Existing-Natural & Man Made Features within 500 L.F of the Site Boundary as required by§236-17(C)(2) 0 APPROVAL OF 5 d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water CONTROL PLAN,-T 91 CcdeAntej so e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) g Location of all existing& proposed structures, roads, O� driveways, sidewalks, drainage improvements& utilities. h Spot Grades & Finish Floor,Elevations for all existing & proposed structures. I Location of proposed Swimming Pool and discharge ring. 0 EROSION SEDIMENT CONTROKS j. Location of proposed Soil Stockpile Area(s). Shall include but not be 8b ftd to' k Location of proposed Construction Entrance/Staging Area(s). Awell gfi I Location of proposed concrete washout area(s). Wire Bar-ked slit Fending, t% M Location of all proposed erosion&sediment control measures. O0 2. Stormwater Management Control Plan must include Calculations showing that the stoi mwatei improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event 3 Details&Sectional Drawings for Stormwater practices are required for approval Items requiring details shall include but not be limited to: MONS ARE REQU;prD a. Erosion &Sediment Controls 000ContEngineering at 765-1 ) i—,fprg b Construction Entrance &Site Access o ON Provide Engineer's cert•fl- c. Inlet Drainage Sti uctures (e g catch basins,trench drains,etc) 000 at the drainage LV d Leaching Structures (e g mfiltiationbasins,swales,etc) FORM * SWCP Check List-TOS JAN 2014 Town Hall Annex > 54375 Main Road Telephone(631)765-1802 - P.O.Box 1179 G Q roaer.richert'J 1(631)765ou Id ny us Southold,NSC 11971-0959 �O -9 502 j I BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Date: Company Name: Name- License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) I *Name: ee i *Address: U �Dl✓ r *Cross Street: "Phone,No.: Permit No.: Tax-Map District: 1000 Section:i Block:_ Lot: *BRIEF DES C TION OF WORK(Please Print Clearly) I - I (Please Circle All That Apply) Is job ready for inspection: YES/ =Rough *Do you need a Temp Certificate: Final ! NO - Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION I - V 82-Request for fnspecfion Form , �✓ of so�r�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CO- Q Southold,NY 11971-0959 'h October 31, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Carolyn Ameen 755 Lupton Point Rd Mattituck NY 11952 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Certification required for framing around chimney Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. /Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40720 —Additions/Alterations �LDG DEP( Southold Town Building Department �o�g�FFOt,�coG P.O.Box 1179 Permit#: 38830 y� 53095 Main Rd o • Southold,New York 11971 Permit Date: 4/29/2014 (631)765-1802 Expiration Date: 10/29/2015 Parcel ID: 115.41-4.1 BUILDING PERMIT RENEWAL LETTER Dated: 5/10/2016 Applicant: Forbes, Deaneal Location: 755 Lupton Pt Rd, Mattituck Work Description: HISTORICAL Additions and alterations to an existing single family dwelling as applied for and construction of an accessory garage A FEE OF $470.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Ameen, Carolyn Address: 10 Leland Ln Southampton,NY 11968 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SURVEY OF PROPERTY N AT MATTITUCK TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000=115-11-4.1 SCALE: 1'=30' MARCH 12, 2013 AUG. 4�02013 1DDIY ROP6SED ADDTNS) d� VE�CE � VE SEP 6 2013 Sout'h old Town P Board-of Trustees OLK .� COUNTY OF TUFF 110.79, OF WAY N7 0»E � •� s 15' RIGHT MONUME"j -�o�SAA s�°y�� � 00 20NfVHf (��� 't 2STY. PROP. n ow ."% � • 'PIP ;DECK 0) NVk <y+nb'2 vHo PROP. I OVER EXISTNG �• �y��LB� �q ?or SvwF a ADDITION,-, 0 s 26.3' .\\\\ rF yQ R} 4P` � 2STY J .Ot s � g �s 15.2 - - 7R -`- _ `� - - -- - — STY. �. oA NJ 4� RAIN RUNOFF CONTAINMENT ADDI110N DWELLING 1528 sq.ft. •? 1528 x 0.17 x I = 260 cu.tt. 0. C cn PROVIDE 2 DWs. 6'0 x 6' deep o Ri o CONNECTED BY GUTTERS 8 m / v LEADERS = x— D 0 20 25' U11Un 70 z Qou: rn uC .1 Ln PROP. NO D GARAGE O 00 GRAVQ DRI CIA,�' m O _ 1 m Oo p4E O N -i P O o 9d 720' g, � "W . 0 EDGE OF PAVEMENT POINT ]ROAD �0S 17" ��3 .1 OF RIGHT OF WAY ° ®k, "i-W � 20' WIOE CERTIFIED ' 0: CAROLYN . AMEEN FIRST AMERICA TI-TLE INSURANCE COMPANY �A.�EaP TITLE # SP 29126–S T.M8A`�G' FLOOD ZONE FROM FIRM RATE MAP AfP 3C 482H AREA-22,570 SO. FT. SEPTEMBER 25, 2009 ' J TO TIE LIME 100% OF LOT CLEARED 0. 49618 ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A VIOLA77ON P CONIC U E OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. ( 31) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS P.0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 13-129 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y 11971 i� LOT COVERAGE EXISTING SURVEY OF PRPROPERTY HOUSE_ 1007 sq.1t. r B eo :if. A ° MA T TI T UCS w . SHED25 0 -p3_aq ,1 TO 1'/1V OF SOUTHOLD PROPOSED SUFFOLK UFFOLK CO UNT Y A . YMAR 2 4 2014 HOUSE - 1570 sgJL DECK - 386 t. 1000-115-11-4.1 smzmo; ;U,�i, P®00 - 3630 aq ua SCALE.-� 1' 30' r Trustees GARAGE 700 sipL, •. - MARCH 1� 2013 1. 3646/22573640 e 1 NJ% AUG. 14, 2013 (PROPOSED ADD TNS.) AUa- 28, 2013 (ADDTNS)NOV. Uq =3 MOT COVOASE) �9 + ,`:APPROVED BY JAM. 9, 20/4 (SEPTIC SYSTEtW FEB. 25, 2014 (ravis(ans) � �RQ,0F TRUSTEES OF'SOUTHOLD - AT r tl OLK COUN pFSU 7 .4-7'1 WAY- N 5' RIGH „ ,,;,cfr Q \1- 10 , s �r Zo.�� 0 \\`\ � A �u \ �� PROP,. 2nd. k • .� 0 q I. DECK (8-) 0, 2pNF �o 2STY. 00 EXISTNG \0 uNf 4C DW �°� `� 1 3 a es d PROP.\` ,4r r a ADDITION , `� 10 o?o'N� , Z O �iT �Sr 26.3' ��`\ .� 23s' Y2 n1Y�, `ts• ry6h �e;?K4, O� � � \.� 2-STY. �R o --- - -- ----- - ------ .6r,�• - '� moi• ♦ ! y��,, - - ---- - p m 15.2' \ 'o Oj�V'�•� m i� D 7s r C) PROP. `�� E Z 1 STY. o.q ADDITII ° Ns RAIN RUNOFF CONTAINMENT: 4f 'pDWELLING: ow 1,528 Sq. Ft. 1,t28 x 0.17 x 1 = 260 Cu.Ft. Z - Provide S. DWs. 6'Zx 6' Deep Z •�h 4A - 8 Connected by Gutters & Leaders N ;� O (Z-ow-eCa $e-W 6AP A 619 'ro J 8 20' �i►tv PROP• ® GARAGE < (EROSION&SCDOMIEi@ T CONTROLS 1 9)(6 5 p p Co Shall include but not be•limited to: DRJVEWAY ® A well maintained Construction Entrance, ' g m Wire Backed-Silt•Fencin&stabilization 6eding Of eup®sed-andJor inacti-ve ' ' X20- ” \ •• N�GE ��r��co®I��A R E 1;�E UaR E Contact TOS Engineering at 765-1560 before 43ackfill, OR Provide Engineer's Certification 945 'that the drainage has leen ansfafled to Codd. EDGE OF PAVEMENT p®Z�itf N upTQN OF WAY _ L OE RIGH APPROVAL OF STORMWWATER MANAGE M� Zo, s• CONTROL PIAN cod Date- CERTIFIED ate- CERTIFIED TO: Approved bV. _ - CAROLYN R. AMEEN FIRST AMERICAN TITLE INSURANCE COMPANY ELEVATIONS AND CONTOUR LINES ARE R ERENCED TITLE # SP 29126—S TO N.G.V.D. DATUM. �eOF NEW FLOOD ZONE FROM FIRM RA YNl` ER 36103C04a2H AI�E/��=�,570 SO. F7. SEPTEMBER 25, 2009 TO TIE UNE .. - 100% OF LOT CLEARED — `fi - .Y S LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION S, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. (6 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS P O. Bax'-- 9 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F SAID MAP OR COPIES BEAR THE I,NPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET — 1cJ �G c�1 sin WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 CREScheck Software Version 4.5.0 �J( Compliance Certificate Project Ameen Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Lupton Point Road Carolyn Ameen Charles Thomas Mattituck, NY Charles Thomas Architect 206 lincoln st Riverhead, NY 11901 631 727 7993 ..,'3$"pr<,..n ..-.t-i'.g;% - r;t,*' yt'S Via' .i{� S-£'i:: '?_✓. s...� 7th 4S;.'r' ',a;% -a' „;'`., of=< eY .r '` r.'a sty >i; `� � ;e+;r'> ;f"..*'#�`,"�r., j.p,=.a....,.;¢,.�iz,',;�.• .,. ...�`'T�;:, _.s-�`n 3.5. �.. ;���.'., §."�?'tz Compliance: 1.6%Better Than Code Maximum UA: 190 Your UA: 187 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross-Area diazilrig Cavity Cont., AAiernbly or e or Door UA' Floor 1:All-Wood j oist/Truss:Over Unconditioned Space 540 19.0 0.0 0.047 25 Ceiling 1: Flat Ceiling or Scissor Truss 744 38.0 0.0 0.030 22 Wall 1:Wood Frame, 16”D.C. 744 15.0 0.0 0.077 50 Window 1:Vinyl Frame:Double Pane with Low-E 96 0.360 35 Wall 2:Wood Frame, 16"D.C. 472 15.0 0.0 0.077 31 Window 2:Wood Frame:Double Pane with Low-E 66 0.360 24 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed build' g as been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 .0 d to c ply with the mandatory requirements listed in the RE�Sct Insp ction Checklist (;a Titre Ignatu � ED&'��, CD {� Cn 5 `x. Project Title: Ameen Residence � f is a date: 04/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Geiger.rck ' - pis 3 Page 1 of 7 Y REScheck Software Version 4.5®0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptiolis & Req.ID 103.2 :Construction drawings and 1EIComplies [PR1]1 :documentation sufficiently '❑Does Not U, I;demonstrates energy code []Not Observable ;compliance for the building 'envelope. I ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 :documentation sufficiently '❑Does Not [PR3]1 demonstrates energy code compliance for lighting and ;❑Not Observable ; :mechanical systems.Systems i :❑Not Applicable ;serving multiple dwelling units ;must demonstrate compliance :with the commercial code. : 403.6 ;Heating and cooling equipment is; Heating: j Heating: I❑Complies [PR2]2 sized per ACCA Manual S based : Btu/hr Btu/hr 1❑Does Not on loads per ACCA Manual j or other approved methods. Cooling: Cooling: ❑Not Observable , ; Btu/hr ; Btu/hr :❑Not Applicable 1 1 1 1 3 1 I t A 1 4 1 1 i Additional Comments/Assumptions: 1 I High Impact(Tier 1) 17 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Ameen Residence Report date: 04/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Geiger.rck Page 2 of 7 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 ;Exposed foundation insulation i❑Complies I [FO11]2 3 protection. 1❑Does Not ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. !❑Complies [FO12]2 I T❑Does Not 1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ameen Residence Report date: 04/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Geiger.rck Page 3 of 7 Section Plans Verified Pield Verified # (Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & R®q.ID 402.4.4 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting UDoes Not ;AAMA/WDMA/CSA 101/I.S.2/A440 r Not Observable ' ",,or has infiltration rates per NFRC ' ❑ :400 that do not exceed code :❑Not Applicable ; ;limits. 402.4,5 IIC-rated recessed lighting fixtures ❑Complies [FR16]2 :sealed at housing/interior finish []Does Not ;and labeled to indicate&It;=2.0 ;❑Not Observable cfm leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are ,' R- ; R- ;❑Complies [FR12]1 !insulated to R-8.All other ducts R- j R- ❑Does Not I in unconditioned spaces or outside the building envelope are; ❑Not Observable Sinsulated to R-6.Not applicable if ❑Not Applicable gall systems are ductless. ; 403.2.2 i,AII joints and seams of air ducts, ; ;❑Complies [FR13]1 :air handlers,filter boxes,and I ;❑Does Not ;building cavities used as return i `, ;ducts are sealed. ;[]Not Observable ! :❑Not Applicable ; 403.2.3 ;Building cavities are not used as j ❑Complies [FR15)3 Iducts or plenums. ;❑Does Not ❑Not Observable it 3❑Not Applicable 403.3 ;HVAC piping conveying fluids R- ; R- ;❑Complies [FR17]2 3 above 105°F or chilled fluids I ;❑Does Not r 'below 55°F are insulated to R-3. i :[]Not Observable I j❑Not Applicable 403.4 'Circulating service hot water R- R- ;❑Complies [FR18)2 ;pipes are insulated to R-2. ;❑Does Not ❑Not Observable 3 ❑Not Applicable 403.5 ;Automatic or gravity dampers are'[ '.❑Complies [FR19)2 ;installed on all outdoor air ❑Does Not intakes and exhausts. { " ;[:]Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Ameen Residence Report date: 04/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Geiger.rck Page 4 of 7 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 ;All installed insulation labeled or i❑Complies [IN13]2 !installed R-values provided. ❑Does Not i ;❑Not Observable 3 !❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Ameen Residence Report date: 04/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Geiger.rck Page 5 of 7 Section. Plans Verified, Field Verified # Final Inspection Prouisions _Value Value- Complies? Comments/Assumptions . '&"RecMD- 402.4.2, 1Building envelope tightness ACH 50 = ACH 50 = ❑Complies 402.4.2.1 :verified by blower door test result) 1❑Does Not [FI17]1 !of<7 ACH at 50 Pa.This ;requirement may instead be met ; 1❑Not Observable Evia visual inspection, in which ❑Not Applicable ; case verification may need to ,occur during Insulation : Inspection. : 402.4:3 Mood-burning fireplaces have -;'r 4 ..?❑Complies [F18'12-- )gasketed doors and outdoor ;❑Does Not icombustion air. - ]Not Observable j❑Not Applicable 403.2.2 ;Duct tightness via post- cfm cfm ❑Complies [F14]1 :construction with maximum : '❑Does Not leakage of 8 cfm to outdoors,or i 112 cfm across systems. For ;❑Not Observable i rough-in tests,verification may : ❑Not Applicable ; meed to occur during Framing ilnspection,with maximum leakage of 6 cfm across systems land 4 cfm without air handler. 403:1.1 Programmable thermostats - E❑Complies : [FI9j2 installed on forced air furnaces. ❑Does Not i # ,❑Not Observable ❑Not Applicable 403,1:2• Heat pump thermostat installed • ;❑Complies ; [F{lOj2 on heat pumps. _ ;,, `❑Does Not ❑Not Observable ;❑Not Applicable t 403.4Circulating service hot water `', � � •� °� :❑Complies [Fill] :- .={systems have automatic or 3❑Does Not • accessible manual controls. ❑Not Observable [ " '❑Not Applicable r 403.9.1 ;Readily accessible switch on 4 ❑Complies [FI12]3', `3 heaters for swimming pools. r' '❑Does Not r $,`I❑Not Observable Y j❑Not Applicable 403:9.2 JTimer switches on pool heaters Zkomplies [FI19]3' and pumps are present. °❑Does Not ❑Not Observable ' ' F ❑Not Applicable 403:9.3 ;Heated swimming pools have a `'_.'f'' JE]Complies [F120]31. , :cover.Covers on pools heated "'I'❑Does Not over 90°F are insulated to R-12. ❑Not Observable I ;❑Not Applicable 401:3 1 Compliance certificate posted. i❑Complies : . ❑Does Not .; ❑Not Observable 4 ❑Not Applicable 303.3 1 Manufacturer manuals for -_ :❑Complies [F-118]3, mechanical and water heating []Does Not ; ;equipment have been provided. , -r ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) -2 1 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Ameen Residence Report date: 04/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Geiger.rck Page 6 of 7 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Ameen Residence Report date: 04/22/14 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Geiger.rck Page 7 of 7 2010 -New York Energy Conservatg"on Construction o Energy Eff16ency Certi-ficate Wall 15.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.36 Door Heating System: ' Cooling System: Water Heater: Name: Date: Comments FLOOR ADDITION @ E" �31� 1F) �A�i f�l�i i'iJ - r � !0/',. _ 2� � B.P.u���3�? - FE �� l3 y.� F ARCHITECT 'r TIr`( F I!;I r!:'!r_ nCnARTRU:NIT AT E S 1802 B AM TO 4 PM FOR THE -12- -- OLLOWING INSPECTIONS: REVISIO D E S C R I P T I O N 12 ASPHALT ROOF SHINGLES-' _ FOUNDATION - T1VO REQIJiRED _-- _ Fr;^ POURED CONCRETE 12 ASPHALT ROOF SHINGLES - --- 2. DO' GIA - FRAMING F P L U NI U!iaG .. 5p - - - - - - - - - - - - - - - - - - - - - - - _ - --_:—� 3. ii�iSULAT!JN -- kZE / K _- _- - 4 FINIAL - CONTPUCTION MUST _ —_ LB CONOS?P UC?!ON SHALETE FOR OLL MEET THL occU AI��CY OR 8'-0" PLATE HEIGHT - - - - - - -"`0" _-- - QUiREMENTS OF THE CODES OF NEW UNLAWFUL _ I WFUL 3'-0" PLATE HEIGHT / \ � �� - _ - - -- _ = = = _ _ = = - -- - — / \ 1 6_8" T.O. WINDOWS _ , -- -- -- - - - -- - -- - - oSIGN ORECONSTRUCTIONNOT-RESPONSIBLE iSIERRORS. _ f ATE - ('-8" T.o_ WINDOWS // LINE OF \ -~ nr n#n F%11 III / EXISTING ROOF STRUCTURE \ - / / TO BE REMOVEDIc co / \ \ T.O. SECOND FLOOR 0. SECOND FLOOR // \ 8'-0" PLATE HEIGHT - _ ._ - - - - - - - —- - - - - -- - - -- - _ - _ - -� - -- - - -- - -- - - � -`►� ��'�; -i-( !, L CODES PLATE HEIGHT - - --- / CEDAR PERFECTION SHINGLES -- - - J --- - - DCS OF - - - -__ NEW Ya-it,(S-i A. I - •� TOWN CODES s'—a" T.O. wlNo ws D _ _ A, REQUIF�EV A!': vOtsDIT(ONS OF T.0_ WINDOWS I - - - ----- to ro if :68 ! : I N M N 5/4 X 4 WINDOW 10 PERMA CAST I l -----I'''' I J -„_. (,.X,,• AND DOOR SURROUND COLUMNS _ I - PLUMBING T.O, FIRST FLOOR CEDAR PERFECTION SHINGLES ` -__ ALL PLUMBING WASTE ---- - - - - - - - _ - - - - - - - - --- - - - �P�AT�=R LINES NCGC3 T.O. RST FLOOR r I - - - ,E O OVERINI 5�livu G�� ,�;ic C i E F R 0 N T E L E V A T 1 0 N PLUMBER CERTIFIC,1. IO'� O ON LE�iD Gt�. f r 1 SCALE: 1/4" = 1'-0" CERTIFICATE`OF OCCUPANCYLiu �.. .. _ SOLDER USED IN WATER z LEFT �aIDE ELEVATI ON SUPPLY SYSTEM CANNOT O EXCEED 2/10 OF i�LEAD. 4 SCALE. 1/4', 1 )' _ � A �� H GO NOT PROCEED l�IT PRA1> ING UNTIL SURVEY F; A 'ON .00A, ON I � W > I RLETAIN STORM WATER (f) _ "PURSUANT T RUNOFF 0 CHAPTER 236 " OF THE TOWN CODE. O Uuf ry ASPHALT ROOF SINGLES ASPHALT ROOF SHINGLES - - - - - - - - - - -- -- - - - 8'-0" PLATE HEIGHT 6'-8" T.0_ WINDOWS 12 II b I �.; CE AR PERFECTION SHINGLES m II CE64F: PERFEGbON SHINGLES T.O. SECOND FLOOR - 8'-0" PLATE HEIGHT -- --- --- — -- - -- ----- - I 6'-8" T.O. WINDOWS "- - - Charles M . Thomas i a r c h i t e c t LLj( � m PI ay PO BOX 811 JAMESPORT, NY 11947 (631) 727-7993 - _ PROJECT T.O. FIRST FLOOR ELEVATIONS A DATE; 07/01/13 PROJECT No. DRAWING BY, F. SOLIS CHK BY. E RIGHT SIDE E L E V A T ( O NrE R E A R E L E V A T I O N DWG No. 3 SCALE: 1/4" 2 SCALE: 1/4" = V-0" �— ��� — �� i 1 OF 5 AT l � • THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USND 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 :M SMALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. e l ARCHITECT REVI NS D E S C R I P T 1 0 N a co � X Z 0] 4' VENT 4' VENT W z01- u- I ---- - —I - - - — — I- - - - - — O O I -- 44'-0" NEW OVERALL �y THRU ROOF THRU ROOF w = - 3 2X10 ACO GIRDER - - - e ��') ( '� z a w OU 3 z � 6'-0" 38'-0" EXISTING 24"x24"x12" DEEP FOOTING Z IZ- WITH t'-2" X 1'-2" X 8'-0" DEEP I W O V ADDITION POURED CONC PIER (TYP OF 2) I - ANCHOR AND BOND E X I S T I N G p ow v TO EXISTING D E C K 1 a z0� CL WITH #5 REBAPS 5 �-2"V I 00 012" O.C. VER'11CAL TO REMAIN 1 I I I 1-1/2`V-� 1-1/2`V--O 1-1/2'V-91 Z L` n' (TYPICAL THROUIGHOUT) -.. . ._. -1-12V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - (p-1-1/2 i / I W.C. I I LAV LAV - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i I SHOWER I TUB I TF 1 - I EXISTING 1 1 FOONDATION WALL 1 I SECOND FLOOR I MATCH EXIST. I I I I I 2X8 JOISTS I \\ (TYPICAL) 3` 2' 2' 1-i/2` I`R-19 INSULATION I i 16" OC. �I (,z w II zQ;Fc w 2' i I I I I II I X�� Wa0 Of 20V ' ' '�-2'V i i 1 2.v 4'I t-12"V I 1 i I I ) Sw 1-i/2 V 1-1/2'V-c� I I 1-112'V 4, I I / ( L - - - - E X I S T I N G i I I I I I I I In II- - - - - -I �O KITCHEN SINK I LAV I I tO I I W C E L L A R z I I mow_ WC I W.C. I 1 o a I I 0 I I 8" POURED CONCRETE Lav I W.C. i Lav I I I I ir W I I I I SH WER I o a ' w - w FOUNDATION WALL ON 8"X16" R I HWH SH W1 I mmo r l o r Li Q�� ( s — — � POURED CONCRETE FOOTING J O FIRST FLOOR I I Q V)0- I a I I (TYPICAL FOR ALL ADDITION) Q t-1/2. 3` 2` o z I I N >o I - SMOKE I �' CONNECT TO APPROVED I U,z I I — (D—DETECTOR �1 0 -. CO F.A.I. SANITARY SYSTEM N w I `�— — — — _ — — �— �_��— — — °—R"� --6 — — — o�r L — — — — — — — 3 1 Qo I � 1 ��-"—MONOXIDE w z LL o U I EXISTI EXISTING J `—' DETECTOR I _ _ _ _ _ Z U X o� I I I I FOUND A ON WILL GIRDER AND COL'S PROVIDE 5/8" TYPE "X" GYP. BD. I — I a 0 �I o n- ' I —(TYRICPJ)L TO REMAIN ON CEILING ABOVE FURNACE FOR I I "v -� J I I I cV 1 a=i z (TYPICAL) AT LEAST 3'-0" ON ALL SIDES AS M ry i -� lV I- 3 I 1 o i I � — I — PER N.Y.S. CODE i i O' n 1 1 M PLUMBING RISFER DIAGRAMz , Ei ao vj 1 5-4" I I I I I w Q (n'.-2 Q SCALE: N . T. S I I�uNE OF I o Q w>o 0p I I RO ZO 1 I I WALLS ABOVE 1 - I I w 11 ( ' 1 1uu I I I (TYPICAL) I I DOUBLE UP JOIST I :;= I 5 { 1 0 MATCH EXIST. TYPICAL I �r p J� V:- 0 la � � 2X8 JOISTS \\ , OC. I I I I I I UNDER KITCHEN ISLAND AND ALL o Q c,, Q I`R 19 INSULATION I — — AREAS WITH TILE FIN. FLOOR. I I a �I p!;U Q - - - - � I I I �J W I I I EXIS'TTNG S I ILij FOUNDATION TALL III ( I s .� n z U) (TYP;CAL) I I I I I M ;`o g'-4" r ' uxil ( 0- W MICROLAM7GIRDEI� L - - - - - -- - - - - - - - — - - — — — — — — — - - - - - - -I-1 - - - - - - - - - - - - - - — — — — — — — - - - KTO — — — — — — — R W PACK I 4-o r I ANCHOR AND BONDO�A r d a �' A L S PROVIDE ACCESS `"K' a I EXISTING Z I Kv)O- a I xtn0W Z n O I W5 O .� B I W5 O REMOVE EXITING I WITH #5 REBARS R o_ /� p F 1 = w I 4" POURED CONCRETE SLA OVER 6 = z LANDING & STAI S I p LL v oo in MILnPOLYETHLENE VAPOR ARRIER v ro - ®12 O.C. VERTICAL I ~ (p o I I N®O' ON'WELL COMPACTED POROUS FILL N®O' — — — I I (TYPICAL THF�OUGHOUT) o i 7 II II J - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - � 8"X 8" FOUND TION I I I BLUE STONE LANDING 4' POURED CONCRETE SLAB OVER 6 VENT (TYP) N W 'O I I WEL'J CO PACTED POROUS FIILL 8"' POURED CONCRETE FOUNDATION WALL ON I 8'-4" 8"';%16" POURED CONCRETE FOOTING I — — — — —J 1 8" POURED CONCRETE FOUNDA ION (TYPICAL FOR ALL NEW CONSTRUCTIO ( WALL ON 8"X16" POURED 1 CONCRETE FOOTING 1ST FLOOR 5 38'-0" EXISTING ADDITIO BLUE STONE PATIO--\ 44'-0" 10'-�" I_ 54'-0" ADD1 Ii ON ° NEW OVERALL I —I I— I I • - 1 lz;l F 0 U N D A T 1 0 N P L A N Charles M . Thomas =TAT & FILLED SCALE: 1/410 = 1'-0" a r C h I t e C t 15 C E L L A R IPO BOX 811 JAMESPORT, NY 11947 (631) 727-7993 PROJECT { i i 1 � grey. 1 FOUNDATION PLAN MASONRY FRONT ENTRY DETAIL SCALE: N,T.S. t DATE: 07/01/13 PROJECT No. DRAWING BY, F. SOLIS CHK BY. DWG No. �A - 002 - 00 2 OF 5 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. a) ' ARCHITECT REVI D E S C R I P T I ON WOOD STEPS TO GRADE NUMBER OF STEPS TO BE DETERMINED ON SITE 38'-0" (3) 2X10 ACQ GIRDER 36" HIGH RAIL (3) 2X10 ACQ GIRDER PER NYS CODE EXISTING DECK 1 � � 44'-0" TO REMAIN 5 0 o 0 1 x, 1 R r.. J 1.1 = 0 5'-4 I 10'-42" cp a o X Ma FWG 6068 24310 2 310 I FWG120611-4 p of 2-2"x12" HDR 2-2"x12" HDR 2-2"x12" HDR �� —� N t0 = I 14'-4" 23'-4" 2-2 x12" HDR C14 I I 66 M cn N I I I a S-3" I 0 iv 11 BATH Z Z � 0 LLJ 125 CFM EX I 0 2 Z FAN TO EXTERIOR EXISTING Z La o ~_ ° Dj TO REMAIN UP w O = X B E IR 0 0 M O SHOWER E X I S TI N G W ' 11 L I VIN G ZW o " �Q o Z� 2' 11" �p I N 0-I S N —DETECTOR R 0 0 M w SMOKE P5 (D---DETECTOR V) 77 O 20'-1" 5'-0" 5'-0" I — — -5 4068 I �� - - - - - I 4"X6" POST w TO FOOTING BELOW �s��"�; 2852 2852 0 o REPLACE EXISTING HEADER EGRESS EGRESS - a 7'-2" 3-0„ O SMIOKE 6 O (3) 8" ML WITH (2) 3/4" X 7" i 2-2"x12" HDR S ~DE'TECTOR R STL FLITCH PLATES FLUSH O N CLO S E T �� CARBON 1 10'-0" p '� In © MONOXI" f) I ('V ►'i o SLDR 6068 I I V) DErecr — — — — —� I Z III iy N 10 x cpm I ?�02 11 Nz I N ry Jww I I I I I WO � i � 00 oi Vi ' j 1 6 0 IPOIWDE, I I �~ I D I N I N G c� i' N 00 W Zw I L ROOM I I Z� I a R O O M 0 .! x -w v, N LLJ UI I I W� O—DETECTOR KE O O a V) w I k—LINE OF EXISTING PARTITIONS I x B E CD I R O O M TO BE REMOVED n III N ® o O .; 11 25MOKE K I T C H E N � DETECTOR A II 5'-0" I I O SHO�ER ~ I — — — — = — -2-2"x12" HDR--- ,� — — — _ //�� (3) 8" ML WITH (2) 3/4" X 7" v A r _ 3) 8" ML WITH 3/4" X 7". I 2852 2$52 LL_ STL FLITCH PLATES FLUSH 0 1 TL FLITCH PLA ES FLUSHI I I EGRESS EGRESS o to OD i0 66�� � X' SMOKE I w I p i7 N •- N SODETECT�R p I a O I e 0 3 0 125 CFM EXHAUST 3 I U °OI N N W O ryZ F�N TO EXT RI W I o p ( N N N W c N x 14'-4" 5'-0''' 13 8" 2� — Tj 0" N O O — - - - I NM iV 2-2"x12" HDR 2- "x12" HDR 2- "x12" HDR _--- - - 2-2"x12" HDR FWG 6068 2421% BLE STONE ENTRY LANDING I 2"x10 JOST,AIL) ® is O.C, (2) X GIRDER 12'-0" I _ _ BALCONY 1 ABOVE 5 5'-9" 10'-10" 10'-7" 13'-0" 3'-10" 5'-0" 5'-0" 44'-0" 10'-0" 54'-0" Charles M . Thomas 540 SF FIRST FLOOR ADDITION a r c h I t e C t FIRST FLOOR PLA N PO BOX 811 JAMESPORT, NY 11947 (631) 727-7993 SCALE: 1/4" = l'-D" PROJECT FIRST FLOOR PLAN DATE: 07/01/13 PROJECT No. DRAWING BY. F. SOLIS CHK BY. DWG No. 161-FO-073 - 00 3OF5 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. ARCHITECT I 1 11 IN 111111 will 1-111 11 1 a REVISIO D E S C R I P T 1 0 N 1 44'-0" 5 12'-0 I 10'-41" 10'-2" 11'-5" IN r77 EI x x 36" HIGH RAIL 36" HIGH RAIL PER NYS CODEPER NYS CODE NEW BALCONY I ' SINGLE PLY RUBBER ROOFING 00 OVER 45# ROOF FELT ON 3/4" COX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 016"O.C. o PITCH ROOF FROM RESIDENCE I 0 xN x 28310 28310 3 83310 FWG J2 611-4 — - 2-2"x12" HDR 2-2"x12" HDR —► !� 13'-4" I 6'-6" 18'-6" rl�t _o ih o FREESTANDING 00 p = TUB N M J �N N I ?s I- I o - c�iT '_ CA o - � 00 I � CD N GAS INSERT FIREPLACE N L) i _ v SELECTED BY OWNER -ul _A_S � � R_- oma- _' - _ _ o--- _ - - - - - - - - N .- - - - - - - ( N Q SMO O I I Q —DETTECTOR 001I1" ® O I1 M ASTER 1BEDROOM z� 15'-7.. GASMOKE I SO—DETECTOR .. SEAT I I � I d ,r; :• . _ [it. CN o N 0I 1 LINE OF 1._9. 1 N 2'-0" — — — — — — — — — N —I EXISTING TITIONS ON. D WZ.1SMOKE O N I I �S 6� J M ®~DETECTOR , I N I Q CARBON -4 G} ©---MONOXIDE N M I . 1 DETECTOR N I Q N z 1 6'-6" 1— UT N N Z 00 R O — M O IF U E5 1 _ I II U . '�I U. o o W.I. SMOKE 1 . sd' 1 I LINE OF 1 I C, o a0 - - - W O =cXv ip CLOSET �'s0 ®DETECTOR("Jj D� I M I I EXISTING PARTITIONS I I 4,0 °i @� O-- 04 SMOKEoR °1 0 I 1 I TO BE REMOVEDDETECTI ® I v J I X R� 1 I 1 11 I I /0 7'-10" N @��—_ — — —JJ 5'-10" N LL �x N I 0 2-2"x " HDR (3) 9 1/2" ML HDR N FWH 6068 - 0 NEW BALCONY 2"X10" CLG. JOIs� - - - - — — — — — — — J 0 16" OC. R-38 INSUL. W 2X10 CLG, 01ST SINGLE PLY R BEER ROOFING `W'' I o z 0 16" OC. R-38 INSUL. OVER 45# ROOF FELT p z1 00 = Y W I ON 3/4" CDX PL DOD SHEATHING. 0 1 o of 2'X10" ROOF RAFTERS 016'O.C, i -- -—---- L 7 -- - - �=iv f: 4 TYPICAL ROOF CONSTRUCTION ` t ASPHALT SHINGLE ROOFING 2" X 12" RIDGE BEAM OVER 151 ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. TYPICAL ROOF CONSTRUCTION 2"X10" ROOF RAFTERS ® 16" O.C. ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. TYPICAL CEILING CONSTRUCTION 2"x1o" ROOF RAFTERS 0 16" O.C. ARCHITECT A NEW 2» x to" CEILING JOISTS 0 16" O.C. TYPICAL CEILING CONSTRUCTION W/ R-38 BATT, INSULATION = �I C "i NEW 2" X 10" CEILING JOISTS 0 16" O,C. n W/ R-38 BATT, INSULATION REVISIONS D E S C R I P T I O N e� i 10111 8'-0" PLATE HEIGHT ry L_5/r GYP. BD. FINISH L 5/8 GYP, BD, FINIS T. S. S COAT JOB ( ) / \\ T. & S. 3 COAT JOB (TYP) 6'—B" T.O. WINDOWS TYPICAL FLOOR CONSTRUCTION / M ASTER o \\� MATCH EXISTING 2"x8" JSTS. 0 16"0,C. LOP I \ o b W/3/4" PLYWOOD SUBFLOOR B E D R 0 0 M O1 \ \ 00 BALCONY CONSTRUCTION SEE DETAIL MATCH EXI !HEIGHT/7 G L / ML WITH 2) 3 ., » \\\\ Ull j� 3/4 2"x10" DECK FRAMING FINISHED FL00STL 8"LITC PLATES FLUX 7 SH \\ � I PLYWOOD ATOP -- T.O. SECOND FLOOR NEW JOISTS EXISTING JOISTS TO REMAIN 8'-0" PLATE HEIGHT 2"X12° ACD LEDGER — — — TYPICAL WALL CONSTRUCTION 5/e GYP. BD. --1ISH 6'-B" T.O. WIND ws CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X T. �„S. 3 co J a TYP o o ` » I (3) 2X10 ACO GIRDER PLYWOOD SHEATHING ON 2X4 WD. STUDS ® 16 O.C. � E X I S T I N G R-13 INSULATION ° ° ° ° ° - - - KITd1lHEN LIVING co 00 DO ° R 0 0 M TYPICAL FLOOR CONSTRUCTION COLUMNS PER OWNER MATCH EXISTING 2"x8" JSTS. 0 16"0.C. :ATCH ;�clsnN� ° ° a W/3/4" PLYWOOD SUBFLOOR W/MIN. R-19 BATT, INSULATION FINIS iED T / % T.O. FIRST FLO R EXISTING JOISTS TO REMAIN EXISTING DECKING FIRE STOP PER NYS CODE (TYP) 8" POURED CONCRETE FOUNDATION CRAWL SPACE WALL ON A 8" X 16" POURED EXISTING CONCRETE FOOTING M Z C E L L A R , 0 LIQUID MEMBRANE WATERPROOFING COVE OVER FOOTING (TYP) 00 0 2"x6" CCA SILL PLATE TERMITE SHIELD 4 MILL. VAPOR E AIR[ IER 1/2" DIA. ANCHOR BOLTS O @32"-0" O.C. M A S T E R ¢ E D R 0 0 M z CANTILEVER STRIP C S\1 1 3/4"PLYWOOD k RUBBER ROOFING C R 0 S S E C T 1 0 N 1 O RIP 2x4 0 1/4'PER FOOT EXTERIOR WATER PROOF DECK SCALE: 1/4" = 1'-0" 3/4':4'SLEEPERS n Nor FINISHED FLOOR II Q INTERIOR FLOOR JOISTS 'b 2'x11.' L`ECK FRAVING K (3)-2'■12'GIRDER 2'x12'PLATE 73/4'PLYWOOD Mumma O - EXISTING LIVING R O O M Q AYOyER 1 E OROOF " " " RR 0 » OC I 1 All I 0 `0 I � 0 NX I I I I I I I 00 " X 12" RIDE BEAM, ML RIDE EAM BALCONY CONTRUCTION DETAIL I I I 1 SCALE: N.T.S. ` I ' I Of ' Charles M. Thomas " " I I 9 I I N ® I a r c h i t e c t ® / I ` ,� I ® I 1 PO BOX 811 JAMESPORT, NY 11947 (631) 727-7993 � �< I o < I " X 2" RIDGE BEA 1 I — — PROJECT O N x N I I _ A ER >v ci 1 W `I � R RO F1 N. I a `< I o � I R KET ICK WI I �; x 1 / W I eft 1 � to SECTION, DETAIL & ' I L J.�— i R ' R i. ..— .—. �� ..1 o , I X I PLAN 10 2"X10" FR 0 16" OC. I 2"X10" RR P 16" OC. DATE: 07/01/13 II 0 1 II I I PROJECT No. DRAWING BY, F. SOLIS N CHK BY. DWG No. AO- 005 00 - -" - - — , ROOF PLAN 5OF5 SCALE: 1/4" = l'—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 RESTRICTIONS. J ARCHITECT _. REVISIO D E S C R I P T 1 0 N l t II I f ASPHALT ROOF SHINGLES 12 OVER 15# ROOF FELT ON 1/2" CD X PLYWOOD Q7.75 SHEATHING. 2" X 8" ROOF RAFTERS @ 16" O.C. ASPHALT ROOF SHINGLES OVER 15# ROOF FELT ON 1/2" CD X PLYWOOD I I SHEATHING. 2" X 8" ROOF-RAFTERS 0 16" O.C. I i 18422852 1842 •°••-- L i CEDAR SIDING TYVEK HOUSE WRAP 1/2" � o CDX PLYWOOD SHEATHING ON 2"X6" WD. , C;, STUDS @ 161 O.C. N n T.O. WIN OW s 000 CEDAR SIDING TYVEK HOUSE WRAP 1/2" rloo CDX PLYWOOD SHEATHING ON 2"X6" WD. 11 2446 I 2446 GO 00 STUDS @ 16" O.C. a0 iO W mmmp!ll f ` � f f{ , GRADE L9080 O.H. DOOR 9080 O.H. DOOR I � 0 L) LL W c5 vj E F R 0 N T E L E V A T 1 0 N E R I G H T S I D E E L E V A T 1 0 N E L E F T S I D E E L E V A T 1 0 N Q 4 SCALE: 1/4" = 11-0" � 1 SCALE: 1/4... = l'—0 3 SCALE: 1/4" = 1 —0 Q umm W cn 31'-01/ 311-011 0 r- - - - - - - - - - - - - - - - - - - - - - - - - - - - � a 8" POURED CONCRETE10 1 FOUNDATION WALL ON 8"X16" I i POURED CONCRETE FOOTING I I _ CN t � - - - Ax N CAR GARAGE _ - - NEW GARAGE I I / 4"P.C. SLAB –4 �. SH 4" POURED CONCRETE SLABR ( 10 61–8. a OVER 6 MIL00 . POLYETHLENE 00 ;� _ _ _ _ _ _ _ _ _ _ _ _ _ 12 ML _ _ _N VAPOR BARRIER ON WELL 010 I I o, •1 <TICM fi RIDGE +F — — — — -' — - — '� — — •1 Ld 2442 a I I o o COMPACTED POROUS FILL a I I R R °' N ® /' I \\ w R 00 J 00 00 / \ O �j 00 V1 00 1 0(3 1 N I I m � I I " N tp J� I \�� `�" bio `V 04 N = I 221-8-1 7--0- IL I N -JiUJ _ Charles M . Thomas T. WINDOW I I DROP FOUDATION WALL I I M /' `�� \ a r C h I t e C CONTI U US FOOTING I I / \ – t DROP FOUNDATION WALL — — — — 'f —1 I 5%,ao 23'Lo,, — x 7°- ° PO BOX 877 JAMESPORT, NY 11947 (631) 727 7993 I 1 TO MEET SLABS I 2"X CT f I I CONTINUOUS FOOTING I — — -- — 0' ® 16OC. ro i r 2"X8" rr I 2"X8" rr03 PROJECT 2446 o 0 16" OC. I 0 16" OC. .� o 0 I I57< 01 L_ - - - - - - - - - - - - - - - - - - - - I I I 3-2"x12'1 HDR. I 3-2"x12" HDR. j– 12" M.L. HD N � o� — — — — 9'-0"x8'-0" O.H. DOOR 9'-0"x8'— 11 O.H, DOOR GRAD 11_10 ,1 11-10111 V-10 " 11-102 1-1 0 1511 2 9-3 5 12"0 SONO TUBE ON 6'-6" 11'-0" 6'-6" 3'-611 3'-6" ELEVATIONS 24"x24"x12" FOOTINGS 24'-0" 71-0" MIN 36" BELOW GRADE 24'-0" 71-0" rE R E A R E L E V A T 1 0 N 311_0., (MUST BE VIRGIN SOIL) 311-011 2 SCALE: 1/4" = 1'-0" (705 SF) DATE: 3/20/14 PROJECT No. DRAWING BY. C.M.T, FIRST FLOOR PLAN CHK BY, FOUNDATION PLAN DWG No. SCALE: 1/4" — 1'-0" SCALE: 1/4" = 1'-0" _ W-Mao 6 OF 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. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 ROOF TRUSS SLOPES THAN j W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALW 1 IN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED BE AND PLASTERED L/360 STUD FLOOR JOIST– BETWEEN THESE LIMITS WALL STUD- 1 BORED HOLE MAX CEILINGS SEE DRILLING AND SEE DRILLING'ANQ DIAMETER 60% ALL OTHER STRUCTURAL L/zoo BORED HOLE MAX z NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER EP O BOTTOM PLATE WFCM SECTION PROVISIONS EXT, WALLS W/ PLASTER OR H/360 OF STUD DEPTH _ 1/3 SPAN 1/3 SPA '1 WFCM SECTION 3.4.1,1,1 WOOD STRUCTURAL PANEL 5/8 MIN. TO EDGE STUCCO FINISHE NSTALLED IN ACCORDANCE EXT. WALLS-WIND LOADS L 240 5/8 MIN, TO EDGE d NAIL AT 6 O.0 WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / c i ALL PANEL EDGES 5 8" MIN. TO EDGE - -r 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 / FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED — WITH FLExIBLE a FINISHES NOTA MUST NOT EXCEED AND BRIDGING BLOCKED AGAINST p CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH 25: OF `�,TUD DEPTH NOTES: L� SPAN LENGTH, H SPAN HEIGHT I' 1-0 BAND JOIST ROTATION IN ACCORDANCE ( ) a. The wind load shall be permitted to be taken as 0.7 times the TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3–END RESTRAINT P g purpose g BORED HOLES ,HALL NOT GYPSM BOARD INSTALLED IN component and cladding loads for hte ur ose of the determining � w AND 3.3.1.4 BRIDGING d NAIL AT 6" O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o FARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For I, of the cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE HAN TWO ALL CROSS SECTION OF CUT OR 5/ MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or SUUCCESSIVE SND TUUDSOARETDOUBLED walls of sunroom additions or patio covers, not supporting edge of 1 IN.x4 IN. RIBBON AND SO BORED �n CUT INTO STUD — glass or sandwich panels, the total load deflection shall not LAP JOIST 3 IN. MIN. exceed L/60. For sandwich panels used in roofs or walls of O BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2001 SBC IH I GH WIND EDITION not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION � 00 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 SILL PLATEfFOUNDATION JOIST o SECTION 3.4.3. 1 . 1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2. 1 .1 FIGURE 3. 3 A WL SPACE FFRAMIING ME8d NAIL AT MBERS AT PANEL COVERING DEAD LOADNOTCHING AND BORED HOLE LIMITATIONS 41 ASEMENT SUBFLOOR EDGES AND 12' O.C. ON ALLNOTCHING AND B ! ED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING SLAB–ON–GRADEOFRAMING MEMBERS NOT AT FOR INTERIOR NOINBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INITERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS PLA EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR ROOF ONLY 1.0 ,.2 p ROOF PLUS ONE STORY 1.0 1,1 2x4 CONTINUOUS LATERAL BRACE AT 6 BLEARING WALL / ' O.C. n � O NON — BEARING WALILS: 8602. 6 � ) UC& (2). 2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) TYPICAL WALL FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED L1J 2-10d NAILS (n (v WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS GR CEILING JOIST z W FASTENER SPACING SEE STUD TO RAFTER Q FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN ENDWALL � TONNECTORS Q O FEET F 4 FEET 6 FEET 8 FEET 1/2" SPAONG--� A A HFAIR R QUIRED 0 U F 2 EE ALLOWS 10-8d 0 HOLDDOWN NAILS 11 2 1 /2" CREWS 16" 16" 12" 9" INSTALLATION J `1 WOODS T— HEADER STUDS WA L STUDS 5d COOLER NAILS AT 10" O.C. Q 2 1 E2" 8 t 6' 16" 16" 12" STOUD�IIN.) o A A NOTE: 2„x4" BLOCK.NAILED TO EACH I--- WOUD S REWS - - AT HA�DWARE o CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS 2 CONNECTED TO BLOCKING a. THIS TABLE BASED ON 110 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. ( }OWN o o TRANSFER SHEAR AT EACH END OF HEADER AND Z SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. N PL AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD b. FASTENERS ° ° ° NOTE: SIMILA�AT] ADDITION TO CONNECTORS AT " 0 W NAILS SHALL BE 10d COMMON OR 12d BOX MAILS. ° a CONNECTION CO NEC R WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7 O.C. c ° FOUNDATION. R UIR BOTTOM OF CRIPPLES 20 GAUGE STRAP z d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON – W ATTACHED UTILIZING VIBRATION–RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° NAILS AT 6' LL FLOOR BRACING AT END BAIJ WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL— ENDWALL TYPICAL FRAMING AND UPLIFT 10 Sd NAILS Q INCH 11.1 m I ' 3. 7b) CONNECTIONS FOR OPENINGS " Q w e, WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 NC ( ) I —suBFLooR (WFCM FIGURE 8d NAIL AT 4 O.C. u I ' ENDWALL STUDS I EXTERIOR WALL STRAPPING SCHEDULE ' AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES I CEILING BRACING GABLE ENDWALL FACE OF FOOTING NAILS ~ RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST O_ 12" MAX. (WFCM FIGURE 3. 7a) RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTERt i 8-8d TO STUD CONNECTION NAILS BASED ON 2-8d TO PLATES , o o SHEAR WALL REQUIREMENTS FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD ' , ►�-� �' CONNECTION TOP PLATE U W STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD PROVIDE RAFTER TO RIDGE TENSION STRAP o H NO CEILING 4-8d TO PLATE Z T DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S ° H/2 BUT NEED OT �y H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1 -1/4�' CD NOTES: o ° EXC ED 15 FT. I AX, EXCEED 40 FT, MAX. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBC (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° 15/32 WOOD TRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ N CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EA'VE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND HOLDDOWN ° ° CORNER STUD —� 0 GABLE F ,tiE AND ON WALL BELOW PLATE OF WALL BELOW TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING (OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. (HDU) ° ° ° CONNECTED TO BASED ON 1EARIALL REQUIREMENTS � Z NAIL PENETRATION INTO FRAMING IS ACHIEVED. ` ° a a TRANSFER SHEAR � Uj INSTALL THROUGH FIRST FLOOR SHOE. ° ° FLOOR TO FLO0 OUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING STUD (MIN.) ° PREFERRED METHOD DOUBLE CONNECTION _ AT HARDWARE RAFTER CK HOLD DOWN ALLNAIL FRAMING ,MEMBERS w ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z 20 GA, STRAP— W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE /_16d NAIL AT 4 WIDE MIN. 3.7a & 4.7b) PE_II,�;, 24"� O.C. RIDGE TENSION STRAP DETAIL- 1CZWis8) Sd NAILS o TABLE R301 . 5 NOTESN EACH SIDE _ FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. E SIDE. WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING k-8d NAIL AT 60" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T A B L E R 3 01 5 O.C, (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND r. SECTION R802.10,7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE W00D STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND (INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO I T (NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY D STRI B U E D LOADS (PSI ) CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 >- V"-FlIA HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE � z TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT A OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE L 0 A D REQUIREMENTS. °C c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE (GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND rr^^ a SIMPSON STRONG TIEEPDU 6"' O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 V! CnW S I m p s o n Strong — Tie SIZE PER MOST RECENT ATI(?� PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. �61DT MALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT a A35 Chimney Framing 0 TABLE 8301 . 2. 2. 2. 1 _ o EDGES) ANY POINT ALONG THE TOP DECKS 40 V e. SEE SECTION 8502.2• FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL 1f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 3 ROOF R RIDGE DETAIL DEAD LOADS PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m 3 SCALE: N.T.S. (TABLE 3.1, WCFM 2001 24"" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ROOF CEILING ROOF CEILING a LOAD REQUIREMENT, CLo DEAD LOAD DEAD LOAD HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES, FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 ROOF ONLY 1,0 1.2 AT PANEL EDGES AND WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE ( ,) INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS-TAHN TWO 12" O.C. ON ALL STAIRS 40 ROOF PLUS ONE STORY 1.0 1.1 ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER a AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE Simpson Strong — Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS HDU 1.MET: I EXTERIOR CORNER FRAMING ORTFRAMED HE COPEN OPAREA ENING ACECORDANCSSIBLE BE WITHY A sECTIONLL O 807 1WN TAIND AY ('2 C 0 R N E R BRACING DETAIL 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 1't 2:12, h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED 3 SCALE: N.T.S. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS, II N 1 (TABLE 3.2 B WFCM 2001 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the TABLE 3. 1 WFCM HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American ; CONNECTIONS RESISTING LATERAL & SHEAR LOADS Forest and Paper Association, Non- Structural lements are based upon the New GENERAL N 0 T E S: NAILING SCHEDULE York State 'RESIDENTIAL CODE January 2010, MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301,2(1) on uniclpal, local zoning and building codes and ordinances NAIL SPACING 1 2" ANCHOR BOLTS 30 sheet no. 1 Tavin risdictlon and best standards of construction 9 � JOINT DESCRIPTION / All non engineered lumber to be Douglas Fir#2 or better :proc'�ce. LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 Wind Limitations-Section R301,2,1 The American Institute of Architects Conditions shall apply 4-8d PER RAFTER 1, PRESCRIPTIVE LIMITS ARE BASED ON A UMPTIONS IN TABLE 3.2 Design Criteria-Section R301.2.1,1. (See Table R301.2.1.2. for Wind-Born Debris to all work performed on this project. RAFTER TO TOP PLATE TOE-NAILED 2, WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule For Wood Structural Panels 2. The Contractor shall verify all conditions at the site. An CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED, g ) Y Y 3, TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3,4.4,2. FOR Dead Load-Section R301,4 & R 301,2.2,2.1 discrepancies must be brought to the attention of the Architect FACE-NAILED IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER.9-164 EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Live Load-Section R301,5 prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER 9-16d EACH LAP 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WiTH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area R304 except for hidden job conditions, z Ceiling Height-Section Section R305 3. Contractor shall guarantee to the Owner that all materials and o COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE (TABLE 3,10 WFCM 2001 HIGH WIND EDITION) Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ 2-8d EACH END GOOF SHEATHING ATTACHMENT REQUIREMENTS FOR W�,ND LOADS Toilet Both and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. �- 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Garages and Carports-Section R309 4, The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED OR PANEL SIDING FOR 8d COMMON NAILS Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety - WALL FRAMINGExit-Section R311 precautions and programs in connection with the work, and he N INCHES O.C.) N t " AN Landing-Section R311,5,4 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED to 2-16d (SEE NOTE 1) PER FOOT a' PERIMETER E Ramps-Section R311,6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE EDGE ZONE F N Stairwa°y-Section R311.5 Architect shall not be responsible for the acts or omission by 1n TOP PLATE AT INTERSECTION FACE-NAILED E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents w INTERIOR ZONE t6 or the building without the STUD TO STUD FACE-NAILED 2-16d 24' O.C. F N Guards-Section R312 and hiig as designed expressed written o/ ned g Smoke Alarms-Section R313 consent of the Architect. HEADER TO HEADER FACE-NAILED GABLE ENDWALL RAKE AND RAKE TRUSS 16d 16" O.C. ALONG EDGES E a NOTE 4 Foam plastic-Section R314 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 20 STUD F NOTE 4 Flame Spread and Smoke-Section R315 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD END-NAILED E= NAIL SPACING AT PANEL EDGE IN Insulation-Section R316 - 3-16d PER 2X6 STUD ( ) Compensation, etc.) and general liability in an mount not (I1 F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 z 4-16d PER 2X8 STUD 1, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 less than $ 5 million and automobile liability and damage - �, SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay-Section R319 coverage not less than $ 2 million, The Architect shall be �n FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING named insured on any and all policies. > w MEMBERS WITH 0>0.49. FOR FRAMING MEMBERS WITH 0,42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320 6, Provide 0,025" of o meatal shield, other than aluminium, over fibrous co TO 6 INCHES 0. C. Site Address-Section R321 FLOOR FRAMING insulation a+, all perimeter sills. 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 4-8d PER JOIST MEMBERS WITH 0>0.49, FOR FRAMING MEMBERS WITH 0,42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 7, All wood contact with concrete or masonry to be Wolmanized JOIST TO SIL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. Flood Resistant Construction-Section R324 or pressure creosoted, 4, TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 8, A single station smoke detector alarm device shall be installed 2-8d N MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0,42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED in each bedroom, on all floors and shall be all interconnected per code, BRIDGING TO JOIST TOE-NAILED Foundation-Chopter 4 e _- TO 3 INCHES 0. C. Design based upon 9. All bvthrN�om without operable windows to be mechanically ventilated 3-16d EACH L g p presumptive load bearing values of sandy gravel and or gravel BLOCKING TO SILL OR TOP PLATE TOE-NAILED of 3000 pounds as per New York State Code. 3-16d ACH JOIST TABLE 3.10 WFCM 2001 HIGH WIND EDITION per square foot, Contractor to consult Arcitect if different soil materials ore 10, Heating to be designed to provide 70 degrees F. with outdoor LEDGER STRIP TO BEAM FACE-NAILED THREE SECOND GUST found upon excavation, designed air-temperature of 0 degrees F. and 15 MPH wind. 3-8d PER JOIST MNO SKM(MPH) 85 90 100 110 120 130 140 150 11, All electrical work to be in accordance to the rules and JOIST ON LEDGER TO BEAM TOE-NAILED or test hole, for alternative footing and foundation wall design. O 3-16d PER JOIST E F E F E FIE FIE FIE FIE FIE F regulation of N.Y.B.F.U. and a N.Y.B,F,U. certificate is Foundation Notes: to be preseited to the Owner at the completion of the job, r BAND JOIST TOJOIST END-NAILED SHEATHING RAFTER _ 12, Plumbinq Installation to comply with State and Local codes WO BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR Bd COMMON NAILS 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing SPACING OR 10 D BOX NAILS (INCHES O.C.) 8" poured concrete foundation wall, 8'-0" high, 3000 test and the sewage disposal system to meet Health Deportment standards. W ROOF SHEATHING SEE NOTE 1) (INCHES OC) # 13, Do not scale drawings, Use figure dimensions only. (n N 12 6 12 611216 12 6 112 6 1121612 6 1216 112 Minimum depth-Section 403,1.4, 48 minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York i6 6 12 6 1216 12 6 12 s 11216 12 6 1-216 12 16"x8" poured concrete wall footings, 3000# test Ener Conversation Construction Code. All lazed area to be double STRUCTURAL PANELS 8d SEE TABLE 3.10 INTERIORE19.2 12 6 1 s 12, „ " „ „ 9y 9 24 2 2-1 3/4"x11 7/$ Microlom Girder (or 3 1/2"01 7/8 Power Beam) glazed and al! exterior door to have Insulated cores. DIAGONAL BOARD SHEATING PERIMETER 12 6 12 6 1216 12 s 6 19216 2 6 6 6 6 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as Indicated on these pions exceeds Z W 2-8d PER SUPPORT EDGE 16 2 z s ; . s+ + Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards, 1"X6" OR 1"X8° ZONE 24 122 ' ' ' ' ' ' + 30"x30"x12" deep poured concrete column footings, 3000# test 16, These drawings and specification are instruments of service and j 1,A 3-8d PER SUPPORT CABLE ENOWALL RAKE OR RAKE TRUSS W ooKovr BLM 6 s 6' 6' 6' 6' 6 6 4 4 CONCRETE TO HAVE 5 TO 775 AIR-ENTRAINMENT shall remain the property of the Architect whether the project for > O i"X10" OR WIDER GAME EPOWALL RAKE OR RW TRUSS W/0 ME OVERHANG 6 6 6 6 s s 6 6 6 6 6' s' s' 6' 6' 6' Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made is executed or not. They may not be used Q on any other project except by written authorization of the Architect. � ( 1 CEILING SHEATING BOARD SHEATHING 17, Architect has not been retained for site supervision, on-site l.J 5d COOLERS 1" EDGE 10" FIELD SHEATHING SIZE TAUTER MINIMUM NUMBER OF Sd COMMON NAILS Foundation wall to extend a minimum 8" above finished grade P GYPSUM WALLBOARD SPACING MI M D BOX NAILS PER SUPPORT All footing to be carried down to undisturbed soil inspection c�nd certifications as required or requested by the Owner, WALL SHEATHING SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing contractor or local building department. I K a OR I K a SHEATHING 12 - 19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Pour no concrete on frozen ground or in freezing water. O STRUCTURAL PANELS 8d SEE TAELE 3.10 1 x to GR LARGER SHEATHING 12 — 19.2 3 3131 3 1313 3 3 3 313 3 3 3 3 3 Provide 3 1/2' steel lolly columns, Backfill shall not be placed against the wall until the wall has sufficient I— FIREBOARD PANELS ':,: St , I E- NAIL SPACING AT PANEL EGDE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) braced to prevent damage b the backfill Section R404.1.7. 7/16" 6d 3" EDGE/ 6" FIELD 1, FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH Floors - WFCM Prescriptive g y ( ) CC 8d 3" EDGE 6" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED ptive Method. USE SIMPSON STRONG-TIE CONNECTORS L 25 32" / 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS NTH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND � z 5d COOLERS 1" EDGE/ 10" FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. Draftstopping - Section R502,12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Fireblocking - Section R502,13. CONSTRUCTION CATALOG C-HW02 Its W FOR COMMON NAIL HARDBOARD 8d ""` SEE TALE 3.11 4, TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B Z Q Floor Construction: ANCHOR EOLTS IN FOUNDATION USE: 8d SEE TALE 3.11 (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4" plywood subfloor, fasten per Table 3.1 WFCM, SSTB28 WTH BEARING PLATE, SEE FOUNDATION Simpson Strang-Tie W — PARTICLEBOARD PANEL WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FO's SPACING 0210 2Xfi 0 Fasten per Table 3.1 WFCM. DIAGONAL BOARD SHEATING LOADS EXPOSURE C SILL PLAT!: TO RIM JO°ST USE: < W 2-2x6 ACO sill with termite shield and sill seal. I 1"X6" OR 1"X8" 2-8d PER SUPORT Finish floors per agreement. LTP4 16" O,C, AT EXTERIOR PERIMETER AT EACH RAFTER Q N SHEATHING LOCATION '� �.../ lL 3-8d PER SUPORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARi•GE/HOUSE COMMON WALL 4-10d x 1 112" 1"X10" OR WIDER -- OR PANEL SIDING FOR 8d COMMON NAILS Wail construction - WFCM Prescriptive Method, USE (4)-`' ! NAILS AT EACH END FLOOR SHEATHING N Wollframing and finishing shall be nailed and or screwed in accordance with SEE NOTE 3 (1/2- ANCHOR BOLTS) WFCM, Table 3.1 table 3.38,sections 3.2.2.1, 3,2.2,2, 3,2,2,3, 3.2,1.7 GAAGE STUD GARAGE SILL PLATE USE: NOTE; STRUCTURAL PANELS 4' EDGE ZONE E 6 1x6 fascia, wrap SSP CONNECTOR AT 16" O,C. F 12 SEE NOTE 2 s' Overhangs as noted, 1' OR LESS 8d 6' EDGE / 12" FIELD 16 E 6 vinyl vented soffits, USE (4)-f,d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 1" 10d 6" EDGC 6" FIELD INTERIOR ZONE 16 F 12 Alluminum gutters and leaders. Siding: see Elevations, RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Tyvek housewrop. MTS 36, 18" O.C. DIAGONAL BOARD SHEATING _ 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM, BOLTS AT 16" ON CENTER (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate USE (4)-f1d NAILS AT EACH END 2-8d _ PFP, SUPPORT " . FLOOR TO FLOOR CONNECTION USE: 1"X6" OR 1"X8" - WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2 Gypsum wall board + MSTA 36 16" O.C. 3-8d PER SUPPORT 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE 4 �iid NAILS AT EACH END 1"x1O" OR WIDER _ LOADS EXPOSURE C T�SEC—COO „ ( >– MNG SPEED(MPH) 85 g0 100 110 120 130 14U 150 1/2 MR GWB in wet areas 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATINIG NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS SIRUC"AL SHEATHING At least one window in each sleeping room shall comply with the exit reqirements RAFTER TO STUD CONNECTION USE: Simpson Strong-Tie o NAILED 3" ON-CENTER AT THE PANEL EDGE E FIE FIE F E FIE FIE FIE FIE F of section R310. O AR CAPACITIES. NAILING REQUIIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR SHEATHING STUD Note drilling and notching limitations in figure R602.6(1) for bearing walls and MTS 36, EACH ROOF RAFTER U 1 X I- N USE 8 16d NAILS AT EACH END AT EACH CEILING JOIST TO OBTAIN HIGHER SHE LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS figure R 602,6(2) for non - bearing walls, RAFTER TO RIDGE TO RAFTER CONNECTION USE: � Z ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. _ (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) - Follow exterior corner framingdetail figure R602.10.5 H7 EACH ROOF RAFTER =� Q (SEE NOTE 1) ' g 4-10d X 1 1/2 U � SHALL BE USED TO MAINTAIN THE LOAD PATH. INTERIOR 12 s 12 611216112 12 2 12 2 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1,1 Table 3.1/ 3,8) DECK POST TO CONCRETE CONNECTION USE: 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED 16 6 12 6 12 6 12 i5_M6 s 12 6 1 6 1 6 1 ZONE 24 Asphalt strip shingles shall hove minimum of six (6) fasteners per shingle (section PBS44A FOR EACH POST TO BE REDUCED TO 1-6d NAIL PER FOOT, "' PERIMETER EDGE 12 6 12 6 1216112 6 6 6 6 2 6 12 _ 1s 12 12 s 12 s 1 s 1 2 R905,6) z ZONE 16 12 12 12 122 s 1 6 2 6 2 Underloyment application (Section R905.2J.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: Q w SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST Of � SIMPSON H-8 USE W,/ONLY =_ _= BOARD SHEATHING OR LAP SIDING � L� ANCHOR BOLT (14 ) percent slope), GIRDER TO DECK JOIST CONNECTION USE: � Simpson Strong-Tie 5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER BP-3 PLATE TRUSS MINIMUM NUMBER OF 8d COMMON NAILS up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 0 EACH JOIST 4- 8D TO PLATE PLATEN 7" MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underloyment `. 0210 2X6 EVERY STUD STUD TO (SEE NOTE t) INCHES OC) shall be two 2 I rs applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE- (EVERY (SEE ANCHOR SCHEDULE, ( ( ) Ye PP 9 PP Y ( ) P ATTACH T + x e OR i x a SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 of ' PS720 (A!_IGN WITH JOIST BELOW) �.. AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) ,x to OR LARGER SHEATHING 12 - 24 3-F3-F31 3 3 3 3 3 1313 3 31 ,31 3 3 3 underloyment felt layers with and starting at the eaves , fastened sufficiently to ;� .> hold in lace. Cn +-a SIMPSON E• NAIL SPACING AT PANEL EGDE (IN) Y P -,,PORCH POST TO GIRDER USE: PS720 F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: Cn -Yg" HDU 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT overlapping H2.5A AT EACH ROOF RAFTER ,> ^ (14) SDS Y4" X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. 4_104 X 1 1 2 successive sheets 19 Inches 483mm , and fstened sufficient) to hold in lace. ,. 2. TABULATED 12 O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH ( ) Y P 7" MIN EMBEDMENT G>0.49, FOR FRAMING MEMBERS WITH 0.42<130.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four (4) units vertical in (12) units, TYPICAL PORCH / DECK LEDGER U r_(SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Ny FOR COMMON NAIL 1 7 ^ ° '• A-3.2 FOR LOCATION) 4, TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B Ice Protfetion (Section R905,2.7,1) CONNECTIONS '- • �c • ° °•,' MINIMUM DOUBLE STUD _ i Underloyment in High wind (Section R905.2.7.2) � n` . . • e,• p •° .° •• ( ) SIMSON STRt.).,,t; ; TE Flashing (Section R905.2.8) W N c "I) ,- 16O.C. Chimney and firespoces - Chapter 10 STU Y2 BEARING PLATE ^ • �,A •,°_° .Na a�!,' D •' 'I / 1 1/4 COIL .1�f r•II Energy Efficiency - Chapter 11, see attached report L. Q o • � n,l tr, Mechanical - Chapter 12 • ► A •' ' USE 4-$D N I DOUBLE DE MIN. T D .'A ;•a•: , '° �' �� D• r,.„� :� EACH STUD e' D , a o � + FOR HEADER OR a e • ' ' Q �.° ° ' General Mechanical System - Chapter 13 ° °. + •D . •o •D c •Ni e • c ;1 Heoitng and cooling equipment - Chapter 14 BEAM A �p ',°G Ct a a a„ '•n Ei Exhaust Sustem - Chapter 15 ■ '' ►' D n. 4`e. .; '°., ° MTS30 ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie I� z • a••, e DOUBLE TOP PLATE _ / Combustion Air - Chapter 17 P g a`• e•• �o:�• ° o __�.�,��--_ Chimneys and Vents - Chapter 18 AT4EACH POST °C 4 ° A° �a D _ MI- I. SSP Plumbing - Part VII > . '► �''• °• SEE PLAN o -"- r •_ �n Ln 1 3/4" IMUM A° °.'e'°', o I I! 9+`M' � EDGE DISTANCE - •44 ' \HEADER LS 21 Q FLOOR TO FLOOR — — —- r - Simpson Strong-Tie U ° KING-IS CS20 it,�” COILED Y" THREADED ROD NNNN..-..IN CONNECTION - -�- �� L. STRAP, MIN 12" REQUIRED FOR STU 1/2 ` OVERLAP AT EACH � Nn JAL iK STRONG - TIE STUD SIMPSONx 1 1 /4" COIL STRAP - M. __ / I ,_,._._.__ SI EICOVER NIMUM CNW NUT COUPLER � a 16" O.C. USE 4-8D " NAILS AT EACH STUD —� o �` I , ® � MIN EDGE MIN OVERLAP IS 12 JACK -'� SIL ,� ° �► ' .. ,. +� DISTANCE* RT2.5 _. SIMPSON STRONG—TIE * i ��i I H 8 OR 1 1/4" COIL STHDB J ".`.;. -a 11 't? ;'� ;' MIN EDGE SHEET N0. a.,, DISTANCE* I STOCK FLOOR TO FLOOR Simpson Strong-Tie ' WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRXPPI FOR AB *NOTE: SEE MANUFACTURERS a AT EACH POST JTING MINIMUM DISTANCE CHART FOR " - � RAFTER USE 8-16D ,-� CONNECTIONS' �t � INSTALLATION MIN. OVERLAP IS 12 NAILS AT EACH END, FRAMED OPENING 'EXTERIOR WALL CANTILEVER CONDITION rs i f SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER PORCH COLUMN CONNECTIONS- 12 12 MIN OVERLAP PER WA T FOUNDATION Gi\l CONNECTION I RIM JOIST TO STUD CONNECTION CONNECTION COMPONENT LL 0 OU N D , �_