Loading...
HomeMy WebLinkAbout45376-Z Town of Southold 2/3/2022 P.O.Box 1179 53095 Main Rd y�jo ao� i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42746 Date: 2/3/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 355 S View Dr, Orient SCTM#: 473889 Sec/Block/Lot: 13.-3-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/19/2020 pursuant to which Building Permit No. 45376 dated 10/27/2020 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: singley dwelling with covered porch, deck and second floor balcony as applied for. The certificate is issued to Gordon,David&Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0550 12/15/2021 ELECTRICAL CERTIFICATE NO. 45376 1/10/2022 PLUMBERS CERTIFICATION DATED 1/17/2022 Piecuch A oriz Signature suFFot,r TOWN OF SOUTHOLD BUILDING DEPARTMENT cn a TOWN CLERK'S OFFICE o • 4 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#: 45376 Date: 10/27/2020 Permission is hereby granted to: Gordon, David & Barbara 1 Morningside Dr Apt 1714 New York, NY 10025 To: demolish an existing single family dwelling and construct a new single.family dwelling (on an existing foundation) as applied for per SCHD approval. At premises located at: 355 S View Dr, Orient SCTM #473889 Sec/Block/Lot# 13.-3-9 Pursuant to application dated 10/19/2020 and approved by the Building Inspector. To expire on 4/28/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,417.60 CO-NEW DWELLING $50.00 Total: $1,467.60 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: 1. 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. l b/l+ I Za New Construction: Old or Pre-existing Building: X (check one) Location of Property: �7 Is,,o u Tlrl Y 1 ow D 2l Ve 0 P.1 ENT- House No. Street Hamlet Owner or Owners of Property: Au l A L9O 1"LV 01� Suffolk County Tax Map No 1000, Section �j Block d Lot O Subdivision 1—;;20 W NS ttt I.LS Filed Map. Lot: Permit No. Date of Permit. Applicant: C—_U ZA31!2A- l�oatpSofJ /}P�1�CI S Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ LA Applicant Signature pF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin@town.southold.n us Southold,NY 11971-0959 .t� • a0 y Owl BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Gordon Address: 355 S View Dr city:Orient st: NY zip: 11957 Building Permit#: 45376 Section: 13 Block: 3 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 51 Ceiling Fixtures . 1 5 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 15 Smoke Detectors $ Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 13 CO2 Detectors 3 Sub Panel A/C Blower 4 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO Transformer UC Lights $' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 44 4'LED 2 Exit Fixtures 11 Pump Other Equipment: Floor Heat -1, Oven, DW, Micro/ Hood, W/D, Mini Split w/Three Blowers, 200A Panel 54 Circuit/ 35 Used Notes: Two Story House w/ Finished Basement Inspector Signature: Date: January 10, 2022 S.Devlin-Cert Electrical Compliance Form •�o��OF SQUTyolo Town Hall Annex Telephone(631)765-1802 54395 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959D� C11UNtV BUILDING DEPARTMENT n �,,7 TOWN OF-SOLTMOlLD JAN 2 ; � 2022 E s rows ci CERTIF-14GATI-0-N Date: 1 Building Permit No. S Owner. CbaY-A('.)r' (� (Please print) Plumber. (Please print) F certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. z (P .Signature) Sworn to before me this 7 -day,of 20, SUSAN A.RIZZO Notary Public,State of New York No.-01 R16183459 Notary Public, ��G �`� County Commission in Su ll arch County Iii€Y�il!3fTi`=,lilt=i�ar-tta]�rit_;�ilt�Ii�:3lifiii ' AU H1.3RIZAI-IO -l:lt' Sti rio!Ow Owner) Print 37r(rizert4'i?1t°n+�r'<name-1 i Nklailin'�A d rLtS' A � —,,c)apply orz my behall-Eo the Southold Buildirr,i)G•pallmerti, AL i t�n4r:: �r��n<tttirt:► f J)t�su:r (Prim Owner's Name) SOUI'yo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1-802 INSPECTION [ /FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND - [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] ''FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -Tohy--- DATE '30 INSPECTOR SOUIyO # # TOWN OF SOUTHOLD BUILDING DEPT. °�yrouxrr ' 765-1802 INSPECTION . [ ] OUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND p4 0(p [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -- [ ] FIRE SAFETY INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: O `1L ` L DATE Y10141 INSPECTOR OF SOUlyolo ( �� Cf V / 4a nW # TOWN OF. OUTHOLD BUILD NG DEPT. courm,��'' 765-1802 INSPECTION :, [ ]- FOUNDATION 1ST [ ] ROUGH PLBG. [ ].'FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O / REMARKS: '�/ I _ot-�� f201 �C d e A Z rc. ino2m DATE S7 INSPECTOR �\ SOF SOUTy - - O # TOWN OF SOUTHOLD BUILDING DEPT. `ycouNty��' 765-1802 INSPEC7] ROUGH ION [ ] FOUNDATION 1ST PLBG. [ ] OUNDATION 2ND [ ]. INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 5f VWD (o JCAAr � av 30 pr, DATE 3� '?� INSPECTOR YOF SOUTho # # TOWN OF SOUTHOLD BUILDING DEPT. coutm, 765®1802 INSPECTION [ ] FOUNDATION 1ST [ ]" OUGH PLBG. [ ]" FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ " ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION - [ ] PRE C/O REMARKS: O► A C�. f DATE 6 INSPECTOR ��_ OFSOUIyo� �� � /'" �'V� i * # TOWN OF OUTHOLD BUILDING DEPT. = couto, 765.1802 INSPECTION ].- FOUNDATION 1ST [ ] ROUGH PL13G. [" ]—-FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY-INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: _ I ��''`'� _ tri` IA J.Z6 DATE `7i INSPECTOR - SOUlyo� 7G # TOWN OF SOUTHOLD l! IL NG DEPT. �o • ,o `yrnurm '' 765-1802 ..INSPECTION[ ] FOUNDATION 1ST" -- [ ] ROUGH PLBG. ( ] FOUNDATION 2ND. [ ] INSULATION/CAULKING ` - ( ] FRAMING /STRAPPING [ ] FINAL [ ].'FIREPLACE & CHIMNEY =°- [:--.] -FIRE SAFETY INSPECTION - FIRE NSPECTION - FIRE tRESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - � �- 07 DATE / 0 1'2,2,, INSPECTOR OF So(/l�o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG: [ ]' FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL NP [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION_ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS::,;_ . . _ 'r a-� v� DATE INSPECTOR C� Nf1N YORK HOME ENERGY SOLUTION INSPECTION FORM DATE ENERGY STAR APPLIANCES ��� BUILDER _ ❑ Refrigerator Kwh C.V, Address ❑ Dishwasher ❑ CW ❑ Oven PPM �' �`' "~'� ❑ Bath Fan CFM ❑ ERV CFM Lot# Model ❑ Boiler AFUE PPM Orientation M _ ❑ Furnace AFUE PP Foundation: ❑ Slab:'❑ Crawl 121 Full ❑ DHW ❑ Indirect PPM Draft Fuel Type: ❑ Gas ❑ Oil ❑ Propane A/C Tons SEER a #Systems I U� Window U SHGC �� rw Tons GSH ____ BTU �- TESTS: - CAZ TESTINGt Blower Door 3 CFM Base _'fest Draft @ Flue Ducts 1 St2nd FL CFM Fan Sirntttlated _CFM Missing _. Gas Leak ❑ Y ❑ N Where ___ Venting Type Comments: �C S HES Representative Date Site Representative Date vl Note;The Inspection result/status represent the result of the Inspection process only and does not reflect the final certification status. Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 377/_ Address of Test 355 S.View Drive,Orient Y 119r5�7 Test Date 12/27/2021 Building Permit#: 45376n , �.1 7 ompliance Pathway Performance Test Completed by : Christopher SilviaJAN 2 1 2022 iZESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street BUILDING DEPT. ICC ID# TOWN OF SOUTHOLD Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: ' Floor Area Volume Q Conditioned Basement Basement 790 7900 ❑ Conditioned Crawl Space 1St 790 7110 ❑� Sealed Attic d n 2 790 6320 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 3120 area includes areas where the ceiling height is less than 5 Total Volume 24450 CFM @50 pa 439 Air changes/hr@5 1.08 n Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 fl?CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA Code Compliance: All building envelope tightiness testing has.beeri'ver_ified using instruments and procedures specified in ASTM E1827 as required by' 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 12/27/2021 Christopher Silvia,Borne Energy Solutions f Ii Y 4f - . MCA - �'�a Y-` :.. -' .. ^ ,. ...h pr•�rsaCnP":x... - -.A✓MYrer9 aM1°46L 3-7 _ . • A a _,._ 1 � s t� r 1✓ E V Y 9Ne. w ,. yXl • � � ""'q4,� fir. ��`:���L��. ..,� - ';�T - _ �er.. ,�y A � { r G k •`n r Y `4 00 UP \ow '777, . Is ter,. ,�.� �� l • P 1 tmo � r y - i^ V, . A ' ���r A y . i . 1 � h! '� ! r , ��r,� 1+ �f �'a1, �`.�'`' �"''��,�+ w Baa `:d��fe a�.' . alp . .� :. ! ��. ��-;�v,�,� ��► . yam` p ��\►,�: •\� � K� '# 3#�','y�,.., ,�'Nff.� •y. 'w a1P�A^ ♦ •! ,+�y�f�r-�" � .sl ..'�l.� �Y1`r! ��'��Oly�:p .. f;l 112 lie' in kk ! L ir- •y pi' 7al�e�ptr "/..- moi. a',� �;.Y(t 4!. .i/' I +� ` i.L�OF.`..� ?�� .63 i�. ', .` e ' � � ✓�� /'�: ���y'+1at�� i a ~moi► Py 'F�a.. �1 9.* i ^Yllb,►-+9� r.�� . \ _ --�^"' .r� m T LNai . , \ M. rt , `' .fi b .,'�1 r ci"` . VIA, ` 1 FA , \ , ; -`waft SZ • �"� �`;"�° Jam. - _ � '� �"� I�' � I I � ` �'�. � ,�_ '"Woo , L4 ►�E '0 mi \` I'• 0'a'., ray � � _ ` 'o.',,vq+4 j3 Z '. r IN Nil oI ' ;_ /� ms`s ^ .�►� i a � 1 � � � � e AA- f 4i t s , a , - 1, " - f w>„^, ,a• `m ��,,�'g�, rte.,{'�', � ; , 1. S C'. a • S S �, VA 7.: ,� ;�s. ,,n k `• A✓# "`.'""'"�r''!�trrr s,;,rr ",�� �+�,'� :s �i � ��!* k+l :ri'�� ' %• '� r _' :`1M 9 6 1 r� Y � • .� .. : r V . � ��'�yfF{. T.'� 'fir L' ec A OW A- IRA x0a, �L7a4, RaY f �aytS�rf Esa, "'P d S',+ 7: • �, z 'T f«j�. � �,� •. 1 a � ,�e� ��y�,�, �3;.;� _ gip, 711��'wpq 4�. "' k 1�y1'�`N'� ..A ° t� .id4� `°�• >s (t k �.», � � � 71 n + j ,� � '�r�e��f4.T' '`"��[Y�'d�'� ��•s.La �` �"� � •syx Y�<,,I�s, .n��+, ary ✓:�:�`. F �i �- i� � S ,y. Y" *111FFFkkk� ysi „�"•� w R°�.i '�, r, All � ♦ � r F7ti f y dJ r.a .'n y,v r �n� �,.., T 44k ,. �v #�. v �;f •; a �y ;ftc ag', � �y�ysa�,�{/ ,, . �t� r f . " •`s { `� ' r - *���� :,-:� It,�i4 .y'y�'�,a{ �£T�tS���` R,�j,' tii. �' .•. ¢ „�i�*��"y"�>I ,f`.�'�` ]� f� � •ye►� f'rv ��yylrf~'t. -1:� � � � +'� *I.., �y.° ' �f.'r•':s�� Of'�'.yY.y s i tf F. '�.•.r,.s s ,R. �y ,�.�r!��'� -]w��m�'�� ��,q� � ��•1.,�k��s",',. 1 1' - ,a lliVer'L �' . 1'. «[31- Z'M 4 r,a fwd .F�[" , �'�UUr•Sr�•++§T• '�� 'j`ST��ji��l{ �. � Ms"�y,f ,T �-S; S w .�„F� y}Ka r ; `,,tom '���' � s ti 4, fir'4.!�,� 'R�' a''•° �fl ,k. '1 t � '�f° y.��'♦ ' f -_,-m,.��, �!" �,Yy Y'. 'l'..f` �4,ry AWA *1114 f e : . ...rt,.,g�',,i rte, '+S �' ` r•e•-'"1'��'' '. •' T r 1r air`* �' �.'`.�'°' s s -';, Y � „� .a. � ,� ,�•yyr� �- �� . '' �•L �° �� ++ �. 9 ar. Y •+ 9. .�, w _ ,••,r^# ,�i,� ^O a+'a► t «. oil tt �q-.� �•� �1�der it F/ LN FA •.Y ' A / ab '. s47 t• ��p�N 'f�' d 1f r: 0�•y��.�*+•' �jy�. '�`SRSi � `�'•s� t �i.g,✓�, I!!r CT" ,, •r j ..'`F' • �.: ��•F.II•,�ry�74_•�D�•� � -�� t,b,• .F��t�t i3 iii �S PIP x OV v Ir 4-0 ;• a.�, ��'=�' ,,of a 1 '•9w A T s b ti n S� ? a .r s ' dd a • r y,y`: 1� SA ny �i y$ r�„ 2 k " b .! r,�X" "++�r..a � � 'SIT • 4 r e 4► s3 � � oor ` 41 Y A*• f' J' ,r► i►•- � � te:,t � - � `A� ` 7� I�y�' �I�►i 4�i�.�::r1" .jam �.1' �•: r :,�, • ^•`,%j(�r j •�., , iF� W '�'•. '•Lll,"' . or ,fA�S�.� ,N���.�. Yl���••��j, � 'A' �� . �._ w . •��V. 1 ,: :Zvi_{�� !A!;i b �i�- •G �� ;a rl� g�1C� tj!• 1 `ram • I �I i+.� moi'• -Awl evd, two wm 4,L'lal j AR Ar �., l i Y �1 .,��: �:t Vic. • a .td - s+ri law "AMR, i131'1� . Wrz f 'n'EMffbTM t, nUNI mru UNWLVI'l.11'lUN _ _ GUARDIAN Sp - NE , T�y F®s'�fll . S(D@��ae1�tS ICYNEra._...r._ o :aayv Radiant Drywall and Insulation Corp. www.Radlantlnsul5ystems.cam, P O Box 899 Middle Island, NY 11953 Phone:631-924-0500 Fax:631-924-4584 y- Commercial Lic:Suffolk:36254-H Residential Lic: Nassau :H1901650000 EnviroDri.' , 8/16/2021 Peter Torkelsen &Company Jobsite: 335 Southview Drive 800 Summer Lane Orient, NY 11957 Southold, NY 11971 Radiant Insulation Systems has installed the following insulation items. Please see the locations and values as listed. Demilec Closed Cell Spray Foam installed in Attic Slope at 1.5" (R-11.2) --**Includes 2 Ceiling Slopes*" Rock Wool Comfort Batt R-23 5.5 x 15.25 x 47 installed in Attic Slope ­"install over Closed Cell at Attic rafters**Gas Fired appliance in Attic Space** Demilec Closed Cell Spray Foam installed in 2 x 6 ExteriorWalls at 2" (R-15) R-15 3.5 X 15.25 X 93 KFB installed in 2 x 6 ExteriorWalls ; ICYNENE Open Cell installed in Joist Ends at 5.5" (R-20) R-11 3.5 X 16 X 96 UNB installed in Sound Walls --** Incl. Basement, 1 st and 2nd Floors** R-19 6.25 X 16 X 96 UNB installed in Sound Ceiling --**Between 1 st and 2nd Floor** R-19 6.25 X 16 X 96 UNB installed in Sound Ceiling Between Basement and 1 st Floor** R-15 3.625 X 15.25 X 93 KFB installed in Basement Wall ICYNENE Open Cell installed in Basement Joist End at 5.5" (R-20) Insulation phase items inclu : ineral wool, window/door foam and air seal caulk and fire caulk. a Tony Costagliola Vice President s o e � • e ^ -� ® � e i __ - IE w I� Im FOUND ATION(2ND) �I ��'• � Awl , PAF rot � ROUGH i O, PLUMING 1, ,�� Mw STATE ENER�GY CODE.. � UN- ONE001 , r r ME TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20� Contact: Approved '20 Mail to: Disapproved a/c y Phone: Expiration ,20 q— �r Building Inspector 5��U-u J 1 L-,/APPLICATION FOR BUILDING.PERMIT ti OCT 1 9 2020 Date &CT, . l � , 20 OD INSTRUCTIONS a.Thi's application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. . f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. jof,", (Signature of applicant or me,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises '>tw ip &Rt>o t) (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer ame and title of corporate officer) Builders License No. ! F.A. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot d Subdivision $Qfecsu l�-tu-� Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy (.I.c ern I u-e -ul N 4 b. Intended use and occupancy I r,r k_ m i w 't>w-E-tA,1 N G, 3. Nature of work(check which applicable): New Building Additions Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor' If garage, number of cars 0 6. If business, commercial or mixed occupancy;specify nature and extent of each type of use. ' I I 7. Dimensions of existing structures, if any: Front :3 Z I Rear -77�1 Z Depth Z t., Height 2,-[ ' Number of Stories 1� i Dimensions of same structure with alterations or additions: Front Rear :�>2. Depth 2(0 ° Height � ' Number of Stories Z Ir 8. Dimensions of entire new construction: Front 3 Z Rear -371 , Depth Z� Height ;yo r Number of Stories ti I 9. Size of lot: Front l D I Rear l 5 o Depth I t6 4 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-X- 13. Will lot be re-graded? YES NO-,X--Will excess fill be removed from premises? YES NO� 3 55� 4--ve+v,6kv DQ 14. Names of Owner of premises t>A-yt A &ogjo&`1 Address OVA FKT%, K)7 Phone No. a 17 eg 5"710 Name of Architect f uyz 44gIMj-1114& e.rs,r,o AddressP-0-7-A6+i bF-lel-'t k`(Phone No V7-14'9 - l 5-t I Name of Contractor 120n----iZ Address 0&0 S00AMu3R- Q-A-, Phone No. 51`-�o7-ZZL 5 Senhlaza ,N 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) U?�/-limit TE{ 'rE{�iw��So IV being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the A&E lr/A e" l TELT (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 Q day of OC JI C (%1 20W —4,---T A L�h � n I Notary Public Signature of Aptlicant CONNIE D.BUNCH Notary Public,state of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2-04 o�oS�FFocK�oG y` BUILDING DEPARTMENT-Electrical Inspector moi, x TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box.1179-Southol;d, NY 11971-0959 Telephone(631)765-1802-FAX(631)765-950 Temporary Certificate # Ps Date 2020 Customer Name 6 Electrician Name Address f Phone e-mail e-mail ��- Phonev1 License �( D-V Size_VO A Phase j Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is val' r 9 days from the date above. Authorized by FFOI I DING DEPARTMENT- Electrical Inspector ti TOWN OF SOUTHOLD � DEC 1 1 20&wn Hall Annex - 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 F phone (631) 765-1802 - FAX (631) 765-9502 roger.riche rtcD-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: P_-.I I„2c) Company Name: -- v — RE-C" I Name: License No.: Mt=- 3 YD 9 1 email: Address: 3 �- vvcfD �(l 5�J Phone No.: &T - JOB SITE INFORMATION: (All Information Required) /� Name: QRD r-N 2C S L &T.>-T� 1� Address: S" U V(Cty PtZ RI Cross Street: Phone No.: - BIdg.Permit#: y S3 r)- 6L email: Sesta Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 14 1 (as ,?YCJU SM FY- ftyu Circle All That Apply: Is)oh ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: (YEYSNO Issued On /q 511-f Temp Information: (All information required) Service Size up 3 Ph Size: OCl A # Meters _ Old Meter#��300 c� New Service - Fire Reconnect- Flood Reconnect- Service Reconnected Underground -Overhead # Underground Laterals 2Fra Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION a Request for Inspection FormAs 1A I S.C.T.M. NO. DISTRICT: 1000 SECTION: 13 BLOCK: 3 LOT(S):9 #R-20-0550 80'MIN. SEDIMENT ON SITE /SHAY ILT FEL NGD/OR SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 0 PERMIT FOR APPROVA!OF CONSTE?IECe ION1 FOR A � 2E SINGLE Fn?.4!!:f RESIDENCE ONLY m 3 ` \C11 � c� G APR ZQZQ W y -0�� , , .®A1E —� v C VCONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED :3/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA .F,i?I�tOVE[9 L(�(�l.t LQ� FlLL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. ;.T .y c cm FOR MAXleilli'd OF I ELiiniOl3111 --I m C= I T14REE YEARS FROM DATE OF APPRO!► <I �7 DWELLINGS � MON Tr W/PUBLIC WATER il"'-• 150' IV 6p°S0`0011E EL 85.2 PRNq� D oA .._� till! v U.P. PROPOSED 4 STAGING AREA :.� EL 84.8 T1 1 SO.00' I ANENTDRACN°CESRtuCTION 7k� KR, 8613 CONCRETE WASH D AREA MON C • •;;y.:::: Bs IN BED OF PROPOSED DRNEwAY. 18"CHERRY i w.M. e� n , 18 CED 305' ' C7 PROPOSED DWELLINGS 8?� 4 ROOM SYSTEM '51\ O �i 12 W/PUBLIC WATER \ � O � 8 Ixo I° U2' b'I(1)8'DD `.`150' 9p__` -p� I I NCIO CTI _ EL 86.4Ca 0"oAK� . i i „ 0 O �� rri Po 4 ` \ C z g LL rj) 5-0 N� =SPED soap +++ \ !13.5' W Js `� STOpf RIE ` �i 1 `\o PROPOSEDh ! 5.3E <p N . yc ++2o x22'++1+ ". cD �4 '� 22-MAPLE`S ` I ?. y ADDRiON + ��. `� `� I ++ �F 0.9 W W p / )� O I f10SIt�C SEPTIC ID BE ,� S :::::::::::8¢ Z .d. �� ABMDOAED AND 81lTUFD %.�;� R,yE Q1•:11::11:::::`: o 89.3' `.wm+aEw WAF seTm..� 1�3' S w — +++ ELEV. 86.4 -� 0 DRY P c`+,4-,+++ DWELLINGSOL BROWN 0.8' r, WELL ^`I ¢�`,�N+`,++/ /++ '• W/PUBLIC WATER DY LOAM +`- 44 +++ 150' — BROWN Z EL 70.2 + ++++ ry Sc LAyEy SAN2.8' EL 71.9 ++ `Ox & GRAVEL — PROPOSED EXISTING WOOD BROWN -.-._-- -_ - --- -------—----_ - - _---AREA OF-.DISTURBANCE PROPOSED --- DECKS AND W SP------- --- - MED 12.000 S.F.& 20 x32 SCREENED PORCH .FINE - ADDMON TO BE DEMOLISHED SAND 2.1' EL 67.8 S14 2?- �NCf 0x � GRAVEL PROP — EL 67.8 V PDRY PALE S 60°48'0p WELL x MEDIUM 8.51S W �NDFR/NG�ONe W SW SAND s'Po� GRAVEL SIRE FFNOE EL 65. FENCLAivD IV Ex 15 .001 5 p.001 2.0'W OUT SEPEN 8K A lLY ' LLC13 v ` NO WATER _ 17' TYPICAL CLEAN FEB. 10, 2020 ANT SLATE OR STOPPER END VA?5K. WOYCHUK LS SUITABLE COVE OR PLUG TYPICAL DRYWELL CROSS SECTION TIP R SILT l z (CONIC. PRECAST COMPONENTS) s R N ECTION GEOTIXTRE Ill CSW FOR NON-TRATFIC&%18NG UPPORT POSTS !•MM IN 71l BEIM FEW,• . WOOD OR METAL W^f°tor,Ill AND APPR0.'ED Ol PSE 30• ELBOW "^ 4D° P� mwt ro MR-4 x+ F@L 4•M GLt Gll TO ,R,,y Dkt FLOW DIRECTIOFI 60' WYE PRflED,/A'/1 "Cl ®� ❑❑ EXCAVATED AND E ---I BACNFlLLID D A IJ❑❑❑ STING GROUND FLOW- , - `�5 DRAINAGE CALCULATIONS: . A) DWELLING FOOTPRINT W/ADDITONS =1,920 SQ.FT. 1920 x 0.166=319cf REQUIRED 3•MW. 8• (2) 8'DIA x 4' DEEP DRYWELL=338cf PROVIDED COUAR BACK FILL MATERIAL TO BE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL CI.FJW SAND AND GRAVEL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 15,999.58 SQ.FT. or 0.37 ACRES REVISED 04-02-20 ELEVA77ON DATUM.• NAVD88 UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STA 7E EDUCA77ON LAW. COPIES OF 7741S SURVEY MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUOYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: DAVID GORDON; MAP OF: BARBARA GORDON; FILED: FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC; SITUATED AT-ORIENT TOWN ORSOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #19-76 SCALE:1"=30' DATE: JUNE 1 , 2019 PHONE (831)298-1588 FAX (631) 298-1588 ` N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Waychuk 37� S.C.T.M. NO. DISTRICT: 1000 SECTION:13 BLOCK:3 LOT(S):9 #R-20-0550 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE Date 12/15=1 H.S.Ref.No. R­21ao550 The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. /rbo. ' CRAIB PP .P.E.,CHIEF Office of Wastewater Management JAN FI 202', 7 HI}I i/. _S BU11— YON N�S85.2 TOWN 0)":J"j 1 i J Q�^E EL ROSD JJ) _v�I�+S _WAtCF EICC. U.P. - ELIC. EL ' I.B A ISO.DO, 0 EL 66. 1 n 35.1' ;r, �\ �! a �6' w.Y. YoN JOS' 1 r LP.GI$ 1 � y X\ f z dO, Ey 85.6 L" `\\\ \ 1 W 1 Ito O 9 t7 n ail \\ \ .EEL68.6 2 S S.i.coCOVEi2.78.3 B ` W 16` .T. \ M 1 o Z� 1 hIC \ PopgfO 1 7 10.91' �q• •GJ r�IEL j65.5 � a BEDROOM Z!M` ?•�O,p,, 1,250 GAL S.T. `�\ \\ Be ��lj2jlN ry7e'Dwlz'oEEP L.P. i c M.6 MH EL 7a,3` 76 COVER 72.o X a 1.772 n las a z 12 'err Ors 7s x $1 _ EL 67.8 la➢ EL 67. a.5 5 560*48,00.W YCgwp�w0 SNF``�� x 6 PDSI�7yRC EFNCC EL 65.7 FENCE- 150,p0. z.ow SEPENO�DFMI[y FARM LLC ds I1.0's 0 30 60 90 UPDATE 11-10-21 FINAL SURVEY 09-12-21 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REVISED 08-10-21 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS REVISED 04-02-20 AND OR DATA OBTAINED FROM OTHERS AREA: 15,999.58 SQ.FT, or 0.37 ACRES ELEVA77ON DATUM: NAVDHB____________ UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCARON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, AD0177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY �E0FNE,l, CERTIFIED TO: DAVID GORDON; MAP OF: M Wo O BARBARA GORDON; c FILED: Zs -y, ' FIDELITY NATIONAL TITLE INSURANCE SERVICES LLC; SITUATED AT:ORIENT 0 TOWN OF:SOUTHOLD \�* A- KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK P 050682 RJ Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE N19-76 SCALE:1 =30' DATE: JUNE 1, 2019 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J.Hennessy&Kenneth M.Aoychuk Generated by REScheck-Web Software Compliance Certificate Project Gordon Residence Energy Code: 2018 IECC ocation: -Southold,New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 0 deg.from North Glimate Zone: 4 (5572 HDD) Permit Date: Permit Number_ Construction Site: Owner/Agent: Designer/Contractor: 355 Southview Drive Elizabeth Thompson Peter Torkelsen Orient,PA 11957 Elizabeth Thompson Architecy Peter Torkelsen&Co. P.O Sox 464 800 Summer Lane Orient, NY 11957 Southold, NY 11971 917.848-1541 peter.torkelsen@gmall com et@elizabeththompsonarchitect.co �Compliance: Passes using UA trade-off Compliance: 4.3%Better Than Code Maximum UA: 853 Your UA: 816 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Godeindex reflects flow cfoseto comptianee-the house is based owcodetrade-off rules. it DOES NOT provide-an estimate-of energy use-or cost refativeta a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling is flat GeHing or.Scissor-Truss- 651- 56-0 2A &023- 15.. Ceiling: Cathedral Ceiling(no attic) 124 35.0 2.4 0.028 3 Wall 1:Wood Frame, I&o.c. 363 29:0 2.7 0.042 15 Orientation: Front Wall4:Wood Frame, 16"o.c. 502 29:0 2.7 0:042 21 Orientation: Left side Wall 3:Wood Frame, 16"o.c. -612 29:o 2.7 0.042 26` Orientation: Back Watt 2:Wood Frame, 16"o.c. 370 29.0 2.7 0:042 16 Orientation: Right side Wall-Solid Concrete or Masonry- 649 Mo 16.2 0.034 7 Orientation: Unspecified Door.Solid Door(under 50%glazing)- 21 0 270 6 Orientation: Unspecified Door 1:Glass Door(aver SO'/o glazing} 144 0:300 43 SHGC:0.20 Orientation-Unspecified Window:Wood Frame 273 0.280 76 SHGC-0.32 Orientation: Unspecified door:Slab-On-Grade-(Unheated) 806. 23:1 0:7-30 588- Insulation depth: 0.3' Project Title: Gordon Residence Report date: 10/10/20 Data€tlename: -Page 1 of 2 P 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 butt ing has�oeen designed t -meet the 2018 IECC requirements in .REScheck Version:REScheck Web_and to-comply.with.the mandatory requir t#Ii ed in t beck-Inspection Checklist. e_'o&U lT toll Z� Mame-Title Bate Project Title:Gordon Residence deport date: 10/10f20 Data filename: -Page 2 of 2 I - 4- 1i ?- a ---- --- ��1��'d;� � G�I�I�� I � � ,•, I � � -- {�����f-I � �`I �IIGo I-i�� , FE ski 11 (19fr"CA0 LAW. v FWN i VI }IWALILI f�li Wli, - I" I' �., i�e t I ' ! ! it 1, 2 L in- Job 57' � Z 1 l:\� Date /2Z/z i Elizabeth Thompson Architect , P.O. Box 464 917-646-1541 Title Scale Orient, NY 11957 vww.elizaheththompsonarchitect.com r �vyKv-,- 0 yell re- Xi - G_1 -___-____ li - - ---- - - - - - - b __ - - - LIA 5/1 W '. � � /"�I r i [hfi - Lo A6),I�`i; 8dam''ot.c�-.e \V/.rI FZIZ4L;. :FAfr a L9 vo - I� Job Date Z/ZZ/Zj - I Elizabeth Thompson Architect Gly Ny P�11: 1 P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 "(`� P1C, L WAU, www.elizabeththompsonarchitect.com Q � i _ ` P�'r L L,Aust provide Manuals PLUMS.E-t CERTIFICATION D, J and S as per C)N LEAD CONTENT BEFORE NYS Energy Code "'E-RTIFICATE-OF OCCUPANCY .SOLDER USED IN WATER / 4UPPLYSYSTEM CANNOT Residence Renovation EXCEED 2110 0F1%LEAD. \ � PLUMBING 355 South View Drive ALL PLUMBING WASTE Orient, IVY &WATER LINES-NEED \r i ESTING BEFORE COVERING Lot: 1000-13-03-09 .- Lot Area: 16,000 SF �V N ' � 1 List of Drawings - - o r 1 Site Plan 2 General Notes t x \ \� 3 Existing Ground & First Floor Plans OCCUPANCY 4 Foundation Plan & Basement Floor Plan _ USE IS UNLAWFUL - 5 Basement Refl. Clg./Elect. Plan & Roof Plan 6 First & Second Floor Plans WITHOUT CERTIFICATE , \\ 7 First & Second Floor Reflected Clg./Elect. Plans 1 * 8 North & South Elevations VVA EFS oni'h F OF OCCUPANCY9 East &West Elevations 10 Interior Elevations Kitchen/Dng./Lvg. & Kitchen Plans PUIM,IJ NT i O CHAP►ER 235 \ lower door S �- 11 Interior Elevations-Baths O� 1FiE TO%IN CODE. and ductwork i 12 Typical Wall Section & Details testing required, 13 Construction Notes & Specificationsecifcations P RO, EM A NOTED 14 Schedules - Doors & Windows DKTE:�Q;-q,-2b�.P15 Schedule— Lighting & Electrical Notes P.#a r 16 Plumbing Riser Diagram, Plumbing Fixtures &Appli11 • - , rE s 17 Structural- 1st&2nd FI. Framing Plans00 NOTIFY Cri'\��-;_ � A R HENT AT ro.. exteri®r lighting 18 Structural- Roof Framing Plan & Bldg. Section 65-1: 02 8 AM TO `` PIVI FOR THE �'°�installed, replaced or 19 Structural- Notes & Details // Q sA FOLLOWING INSi?Ec TIONS: �/ repaired shall conform 1. FOUNDATION - TWO REQUIRED FUR POURED CONCRETE to Chapter 172 2. Do UGH - FRA,,.IINC & PLUMBING of the Town Code 3. INSULATION COMPLY ALL CODES OF S)-=;�s,°?� 4. FINAL - CoNSTRUCTION MUST NEW YORK STATE & TOWN CQDES a BE COIAPLETE FOR C.O. c O `. ALL CONSTRUCTION SHALL MEET THE A" {REQUIRE ,lob Date REQUIREMENTS of THE CODES OF NEWsop" - Elizabeth Thompson Architect YORK STATE. NOT REPONSIBLE FOR BOARD _ P1' I�\�l!`1�17 Orly_,5e 0rtEi_t1- DESIGN OR CONSTRUCTION ERRORS. S USTEES P.O. Box 464 917-848-1541 Title Scale ErLEMUCALMSM=N oMLURW a � � I Orient, NY 11957 j www.elizabeththompsonarchitect.com f, y 4 CONCRETE NOTES - GENERAL NOTES Joint Description Noe Sixes Hall spacing 1. DESIGN,MATERIALS'&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE I ALL WORK MATERIAL.AND EOLNINENT SHALL BE N R. THS DRAWM IS AN NSTRI1,11ENT PREPARED TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 OF THE ACCORDANCE %ATH THE NEW YORK STATE LNFORM FACILITATE CONSTRUCTION AAO SHALL N07 BE ROOF FRAMINGAMERICAN CONCRETE INSTITUTE - LATEST EDITION. ULTIMATE DESIGN BUILDING CODE,AAO THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUND BUILDER A Roller to Top Plaid (Toe-nolted) 3 - fid CONSERVATION CODE.AND LOCAL AUTHORITIES. OWNER Rafter o T to Plaid Plate toe-nolled 3 - Bd per rafter STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI. AT 28 DAYS Ceiling p ( )" ' per holdEXCEPT CONCRETE SLABS WHICH SHALL BE 4000-PSI. 2. ALL CONCRETE SHALL BE STONE A(G REGATE WITH A 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY CelRnq Joist to Para6el palter (race-nailed) 3 - 16d each lap MINhl/tA 28 DAY STREFrGTH OF 3000 PSI SHALL BE OESI'l�ED AND Bl1ILT N ACt:OPDANCE Celling Joist Lops over Partitions (Face-nailed) 4 - 16d each lap WITH THE SUFFOLK COMITY DEPARTNENT OF HEALTH C,liar Tie to Rafter (Face-nalled) 2 - ad per tie 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF 40 + DEG. F.. IF 3 ALL LUIr1BER 6fHALL BE GRADE STAMPED DOUGLAS FR- Blocking to Rafter (Toe-nolled) 2 - ad each end POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM LARCH STRL1C7l.RAL GRADE e2 DR BETTER. H. THIS STFLCTL41E HAS BEEN DESIGNED N Rim Board to Rafter (End-nailed) 2 - lad each end d. PROVIDE DCLIBLE I-EA�RS AAD TRNlV¢R$ AT ALL ACCORDANCE WIT THE NEW YOK STATE ENERGY FREEZING FOR A PERIOD OF 14 DAYS. CONSERVATION CODE. WALL FRAMING STAR AND FLOOR OPENANCM POSTS AND PARALLEL PARTITIONS,EXCEPT AS NOTED ON DRAWINCL IS ENGINEER TO BE NOTIFIED N WRITING OF ALL Top Plot. 1.Top Plate (Face-nailed) 2 - led' S er fool A. KEEP FORMS IN PLACE, COVER TOP AND SIDES OF FORMS WITH TARPS CHANGES PRIOR TO ANO DURING CONSTRUCTION BIapGW TO BE PROVIDED FOR ED FOR ALL JOISTS A P FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER FLOW BEAMS. SPACING NOT TO EXCEED 80 FT. Id ELECTRICAL AND MECHANICAL COMPONENTS TO BE Top Plates d Face miles (Face-nolled) 2 - I6d Jolnls'each side Stud to Stud (Face-nailed) 2 - 18d 2d' oon POUR• a ALL DIMENSIONS AND GRADE COND17o0N9 TO BE DESIGNED AND SPECIFIED BY OTHERS. Header to Header (Face-nolled) ISd I6'o.c. along edges . VERIFIED BY CONTRACTOISi PFlIOft TO START OF V. ALL 87RIJCtlAlA1 STEEL TO BE ASTM A38 WITH ONE Top or Bottom Plate to Stud (End-nalied) 2 - 16d B. AFTER FORMS ARE REMOVED, PROVIDE INSULATED TARPS TO HOLD CONSTRLICTION AND ORDERING OF MATERIALS. THS ' COAT EPDXY PANT. ALL FASTENERS TO BE ASTM per 2x4 stud FOUNDATION HAS BEEN DESIGNED FOR A SOL - A-325 BOLTS.3/4'DAN,iETER. 2 - 16d per 2x6 stud HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAYS AFTER BEARING CAPACITY OF TWO(2)TSP AND GRADES +•" 2 - led per 2x8 stud POUR• LESS THAN 5%. C13NTRACTOR SHALL VERIFY THAT I& CONTRACTOR SHALL OBTAN ALL PEFUTS AND _ THESE CONDITION"ARE MET. ALL FILL BENEATH NSIAANCE NECESSARY TO PROTECT THE ENGINEER Bottom Plate to Floor Joial,BandJalsl.Endjofst or Blocking (Face-nailed) 2 - 16d" per fool CONCRETE SLABS TD BE COMPACTED TO 05% ANDOWNEA. 3. CONCRETE & REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING RELATIVE DEtmTY. 19. DO NOT BACKFLL AGAINST FOUNDATION WALLS FLOOR FRAMING STANDARDS-LATEST EDITION. 7. ALL HEADERS 8.0 FT N LENGTH AND OVER To BE UNTIL FLOOR SYSTEM INSTALLATION IS CORPLETE. Joist to STILI Top Plate or Girder(Toe-nolled 4 - 0d SUPPORTED BT DOUBLE LPRIGHTS.ILO FT Alp OVER ' per jalsl BY TRIPLE IJPRX3HTS. ALL HEADERS TO BE 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL Brtdging to Joist (Toe-nailed) 2 - ad each and A. PORTLAND CEMENT AS PER ASTM C150-TYPE 1. MN MJM OF 2-2,B OR AS SHOWN ON DRAWtN[i Bl-Ing to Joist (Too-nailed) 2 - ed each end B. CONCRETE AGGREGATES AS PER ASTM C33, 3/4'MAX.SIZE. AND N SROM HOME 1 F APPLICABLE L POSITION A FFM Blocking to STI[ or Top Plate (Toa-nailed) 3 - 16d each block B PROVIDE FRE970FPNG AT ALL LEVEL "ENTRY FROM HIOl15E TO ATTACHEp GARAGE AREA. Led Strip to Boom (Face-nailed) 3 - 16d eoeh Joist C. WATER SHALL BE CLEAN & FREE FROM INJURIOUS AMOUNT OF OILS, PENETRATIONS Jot.! on Ledger to Beam (Toe-nailed) 3 - ad per lots( ACIDS, Ai.KALIS, SALT, ORGANIC MATERIALS & DELETERIOUS 2L SMOKE DETECTOf19 f'Et71RtED N EACH BEDROOM Aho Band JoIst to Joist (End-nailed) 3 - f 6d ver olsl 9. PROVIDE FLASIHN3 AT ALL ROOF BREAKS. ON EACH LEVEL OF DWELLING AS REOLKED BY Bond Joist to 5711 or Tap Plate (Toa-nolted) 2 - 16d' J SUBSTANCES. NEW YORK STATE BULLtXF CODE. per foot CFNRJEYS.SKYLIGHTS,EXTERIOR DOORS. WINpOW9 D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL, AND DECKS ETC- ROOF SHEATHINGADDITION DEFORMED AS PER ASTM A615, GRADE 60. ALL SPLICES SHALL BEA D DO NOT SCALE DRAWINGS. 22 AN EXISTING t WELLLNO ANY ALTERATKK �OUFN0 oil BIA�PEEPIATTO slruelural Panels ed 4'o.c.perlmeler zone MINIMUM OF 40 DIA. IN LENGTH. HOOKS AND TIES SHALL CONFORM NOW PECUIFESLEEPING ROM THAT ALL SLEEPROOMS N THE other B ore. teres of TO C.R.S.I.STANDARDS. R DESIGN CONSULTANTS OR RECORD ARCHITECT- HOUSE BE UPGRADED WITH HARD WIPED 6 portal . 12' o.e. Interior E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 INSPECTION. ARE NOT FESPONS�LE FOR THE MERCOFPEC7E0 SMOKE ALARMS. INSPECTION,9lPERVt T R OR AONWSTRATION OF Diagonal Board Sheathfn or panel AND A185-84. - THIS CONSTRUCTION PROJECT- FEDERAL, STATE 23. TFE W9 CODES ALSO APPLY TO ACCESBOHY I" 8'or I-x 8 2 Bd x � - AND LOCAL ZONING AND BALDING CODE COMPLIANCE STRI1CTt1FE DESIGN. I-: 10'or wider •3'- 8d Per support F. WATERPROOFING AS PER ACI 515.1R-79. SHALL BE 7HE RESPONSIBILITY OF THE per support r• CONTRACTOR 24. GARAGE DOORS TO BE RAZED FOR r20 IvPH WINO LOAD CEILING SHEATHING 4. ALL CONCRETE SHALL BE AIR ENTRAINED (3-5%RETENTION y. Gypsum Wallboard 5d 7'edge / 10' (laid 5. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED WALL SHEATHING VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQ. Structural Panels ad (see table 3-9) FT. Fiberbbord Panels 7/ I6' 6d 3-edge / 6'field 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING-ALL ANCHOR 25 /32' • ad 3' edge / B- field BOLTS,INSERTS,SLEEVES,ETC. AS REQUIRED BY OTHER TRADES., FRAMING NOTES Gypsum Wallboard 5d 7'edge / lo-field 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND L ALL ILAS IR LI CHSMBER SHALL BE GRADE BT 2 ORPED 9 BUILDING SCHEDULE E A MNAILL BE A8 PER THE STUDS Hardboard DOJGLA9 FR-LARCH SiRUCTIAHAI.GRADE No. 2 OR Bl1L0IJ0 CODE-A9 A MMAl1AA ALL 2X8 STIRS Particleboard Panels ed (see table 3.9) WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS 70 PRECLUDE BETiF,ji SHALL RECEIVE 5-100 PERILS AT SILL AND PLATE Diagonal Board Sheathing Bd (see table 3_9) - ANY CORROSION. ?� •ALL EXTERIOR NAILS SHALL BE GALVANIZED. 2 AL[S-EATHNG TO BE APA RATED.EXPOSI FEL 5/9' 1'z 6'or 1- z 8' 2 - ad per support _ k•(r'L tHeeTCNES9 0f1 AS NOTED. D PLYWOOD E NOR EDGES TO BE"ALM WRH S d P 4- t' x 10' or wider 3 - ed per support 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. 3. I( 1BFLOOFM TO BE APA RATED STLRD4-FLOOR. INTERMEDIATE EDGES AHD e d NI' or FLOOR SHEATHING E L 3/+'LOL TI ICkWM ALL EDGES OF 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE ANO L ALL INTERIOR AND EXTEROR FINSES, FLASHING Structural Panels NAL PLYWOOD SIJBFLOtOR TO FLOOR JOISTS_ ANO WATERPROOFING SHALL BE BY ARCHITECT. 1'or less ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL 4_ ALL HEADERS 6•-0-AND OVER SHALL BE SIPPOfITED IL ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE ed 6' edge / 12 held BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. greater than t' 10d 6' edge / B'field WITH DOUBLE IJPPoCLL ADE ANO OVER WITH AND STIR WITH ECO_GAILVANIZEDAP OVER EG TYPE TRIPLE UPFDCtfTS. ALL FEAOEiLS SMALL BE A CONNECTORS BY 'TECO-OR APPROVED EQUAL FOR Diagonal Board Sheathing 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED MIdv41M OF 2-06 OR AS SHOWN ON ORAWING TIMBER PILE FOUNDATIONS. PROVIDE HHURYCANE I' : 6"or I- x e' O_PS AT ALL PERIMETER JOIST TO GIRDER 2 - 8d per support PER ACI 318, CLASS "C`, WITH 40 DIAMETERS MINIMUM, BENT AROUND 5 ' SOLD BLOCKING SHALL BE PROVIDED FOR ALL JOISTS CONNECTIONS. I' X 10'or wider J - ad Per support CORNERS AND HOOKED AT NOW CONTINUOUS ENDS. FOR FRAMED SLABS, AD FLOOR BEAMS AS PER NLY.S.CODE OR AS NOTED e 8'-0" O.C.MR PROVIDE 2'SPACE FOR AR t3. ALL PFE-ENOCEEFED LLAiMBER SHALL BE GEOP03A Halling requirements are based on ail sheathing nailed A'on-center at the panel edge. 1f wall shealhinyy is nailed LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT CF1CU_ATION N ROOFS PACIFIC GPI SERIES WOOD-I-BEAMS.AND LVL 3' on-denier at the pones edge to obtain higher shear capacities nailing requirements for slrvcfumI membenr shall SUPPORTS,REVERSE FOR FOUNDATION MATS. STAGGER SPLICES AND OFFSET' & DoIJeLE PFW„f•A PRODUCTS OR EOVAL ALL JOISTS. 61R ERS AND be doubled, or alternate connectors.. such as shear plates shall be used to malnlalri the load path. AFtOID O ALL WI NGS. 1 rkyFghlr., HEADERS SHALL WAVE BEARING STIFFENERS NSTALLtD r when wail sheathing Is continuous over connected members , the lobulated number of nails shag be permitted to SPLICES OF BARS AT OPPOSITE FACES. NI6f Ilc I OR AS NOTED ON DRAWINGS. AS PER-MANIXACTLFERU FECOM ENDAVON9. WEB be reduced l0 1 - 16d null per fool. 7, DOLIBLE UP FRAMING INTER ALL POSTS AND PARALLEL BBEARNG�PONTTSHALL BE SDA SNAT Q_E 1�1- 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE PARTITIONS OR AS NOTED ON DRAWI.7Gq. LVL fI.1 JUST SHALL BE FEOIJFEO A7 FLOOR USED.INCREASE AS EQUIRED FOR DRAINAGE PITCH. PFAFMETM HHANDLNG.STORAGE.AFD EFECTDN OF f 8 ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MANIJFACTIJEERS WITH RATED GALVANIZED METAL COMECTOR9 BY PECO,R.ENDAT10NS. 12. EXCEPT AS NOTED, ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION TECO'OR APPROVED EOUAL JOINTS AND SHALL HAVE.KEYS AND CONTINUOUS REBAR_ WALL SECTIONS IF• GA MNLVL PRODUCT OF I/2 UA 3" 12` SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS GALVANIZED QED �NE e BETWEEN ADJACENT POURS. �j N 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED I O AT MAXIMUM SPACING OF 40 ft., AT LEAST 4 FT.FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS,OR ANY WALL OPENING. r L . 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE O NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. 1/2"DIA.GALVANIZED MACHINE BLOT W/WASHERS Job ® e Date AT12'O.C.. Elizabeth Thompson Architect �? � 4�100TH VI v 0�_ J ///-/50 END VIEW SIDE VIEW - '' ���� I L�S/ ��� lAr LVL BOLTING DETAIL /� P.O. Box 464 917-848-1541 Title Scale BCLTPNG S)IVILAR Fly Dt•XJBLE LVL Orient, NY 11957 _ www.elizabeththompsonarchitect.com � ® HT, e7 i q I LI D14 UP -p- ----: --- fel-hp. Lj Vx ate Elisabeth Thompson Architect ,,obi�5 400TH vl G\v PI�!`L � �r�, 2 P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 www.elizabeththompsonarchitect.com f �1 � '6oP.S. . m®l► All - - Gi� c��f lnE 10 „ Y - - - , IPE�I- UP .H'ks X = _ A rX. „ - q - 2,-IST -- X — __. Job Date 4 Elizabeth Thompson Architect 3 °� ��► `���%� p �d/i2/z® P.O. Box 464 917-646-1541 Title6' Orient, NY 11957 D Scale ,. . www.elizabeththompsonarchitect.com �,� I a 41 i I SH . i L - I K - - � — — — — — — — - - 6=4I Job Date Elizabeth Thompson Architect -- 0re-I EI-tr, W.'T P.O. Box 464 917-848-1541 Title scale Orient, NY 11957 .- m -�, www.elizabeththompsonarchitect.com o - — i . - t� Fin F. LU 4 91 LT ji T_. - t - r-, a ;` c r a > r' b Lud -Job �l7rGl THv115V Date Elizabeth Thompson Architect P.O. Box 464 917-848-1541 Title I Scale Orient, NY 119571 - ww w.elizabeththompsonarchitect.com s0 �I. -92 l,,AM I C c Zei D i off � - � — — — ----- - M / 1 A C -:d i NI 1 , 1 , i �fl AFI 1] I 6" �L''CrPCAL, IL,44 ARS, -a4w Elizabeth Thompson Architect ., � 4©u-r4yI r✓�V �� ,ob Date p Pow. _ P.O. Box 464 917-848-1541 Title scale Orient, NY 11957 www.elizabeththompsonarchitect.com rNS ------ - - - -_� Z_ M S a : 17 ............. 3 � E- I . U. - la -_. -------_.- _ ... ----__. _... - - - - V Job Date Elizabeth Thompson Architect �� li�,a ® P.O. Box 464 917-848-1541 Title Scale f Orient, IVY 11957 'e,700T www.elizabeththompsonarchitect.com I -----G_ILI_UI-�'� -- i. - �' 2® ��►. EXE, -- 2► ,- : - I UI I�Gi JGI/ fir P-, ef� - -�`�t a ���`��► F��#ala, . - - J9; =4\/15te F LAW C — �axf E — — — — — — Iz/ P� r<f, og o 0117 o� � _ Job Date Elizabeth Thompson Architect I� �z 2® ®fid GpTI ��' � � ; . P.O. Box 464 917-848-1541 Titlea Scale Orient, NY 11957 I www.elizabeththompsonarchitect.com A01 - -Err Ltd tan. it 1�1 14 viur FIN-] --- , Ar - f 1 1 ! - - - - - P4M,; V&L\ 41 ISD S_„ T. - .` - ► II- - --y- f° "`1h- �?%UL'1i�ri., - _: .S !' U1Ci5'�a ►f f �l. r _ - J� ��� Date Elizabeth Thompson Architect ��� -_- �-1'l:�'�S ' �I��l.l`�, !-•1`f • � 1 P.O. Box 464 917-848-1541 Title r Scale e Orient, NY 11957 H"- ;15 !-j FLAT I_d", f - 1 f i i► -- Lb "Oil www.elizabeththompsonarchitect.com IM r� j Mew 44 — I - -_=-T ED- C IP L i -- T:7 tj -' Y/ 1` l: �'' I/ _. - "11 -a - \�f I �[A�y D Oil' 0 - �- I * ,U. T \ - - - Jo rM Elizabeth Thompson Architect - - � �` 1® « P.O. Box 464 917-848-1541 Title Scale Orient, IVY 11957 www.elizabeththompsonarchitect.com r 11y r I f 1 ITr S 4r io I a— --- - — I - -�� x L� L i i vL✓_�[t ����..- _..1- I- �.GYi �� i STONE ORr""l' CONCRETE CAP ' ��E� _ ® �-1�� del�. (-��--I��-I`"1 '- �'• �� _I { - — WITHE -\ t� �i_I_ L REINFORCED it. CEMENT WASH , o Chimney hoods to prevent downdraft due to adjoining Chimney hoods also serve as water protection for sel \ -`4-gr`� rd�®, hills, buildings, trees, etc. used flues _ r� v� A should be V n greater than B in all hooded chim withe between flues is the best method of pre tin - tttrJWi l �- Heys downdraft tt3 WADU ,lob Date Elizabeth Thompson Architect ( D V�-I Q y / fr p i P.O. Box 464 917-846-1541 Title Scale - _-- _ Orient, IVY 11957 1`1 PIGAIZ. WA►.L wvwv.elizabeththompsonarchitect.com cy t�D I Window Notes: General Notes- Exterior: 1: All windows shall be Anderson A-series, vinyl clad, thermopane, 1: Exterior trim shall be white Azek. Low E, (not Storm Watch), with applied exterior pl,�d storm panels 2: Exterior nails shall be stainless steel. as required. Sizes as noted on window schedule. Cubo yr 3: New Roof to be Architectural Grade asphalt shingles, nailed not 2: All operable windows to be equipped with screens. staDled. GAF "Weathered Wood". 3: Exterior vinyl color to be"White". Interior to be shop applied white 4. Exterior siding to be"HardiePlank"Lap Siding,color to be selected. painted finish. 5: Exterior decking to be Ipe, nominal 4"wide planks 6: Repair existing brick chimney & flue as required, add propane firebox at 2"a floor with direct vent out, to avoid downdraft with 1 Sc floor Door Notes: fireplace flue. Extend brick chimney up with top of flue to a minimum of 3 ft above roof ridge. Provide stone or concrete chimney cap. 1: Front Entry Door to be Simpson/Reeb #77662 Doug. Fir, Wide Layout/Flat Panel, single glass pane, no divided lite, 3-0 x 6-8 x 1 3/" General Notes-Interior: 2: Exterior sliding doors shall be Anderson white clad doors. 3: All interior doors to be paint grade MDF 2 panel doors. 1: All bathroom floors to be ceramic file as selected by owner. 4: All door hardware to be Baldwin w/brushed stainless steel finish. 2: All basement and first floor finish flooring, including kitchen, to be 5: Door Levers to be Baldwin "Estate Lever" #5106 with backplate vinyl strip flooring to match oak. "Estate Rose"#5017 3: All second floor finish flooring to be select oak strip flooring. 6: Front Entry Door lockset to be Baldwin "Cody Full Handleset"' #6303 Kitchen & Bath Notes: _ 7. Front Entry storm/screen door to be Larsen"Screen Away"Midview 1: Kitchen cabinets to be Thomasville Classic, Kraftmade, or equal. #146MV w/ 2/3 glass door & retractable screen, 3'-0" x 6'-8" Color: Shaker cabinet style with all plywood boxes, finish to be selected. white, handle design: curved, satin nickel 2: Countertops to be Caesarstone or Silestone, color to be selected. 8: Provide Baldwin door stops as required. 3: Kitchen Backsplash to be full height white 3x6 Subway ceramic tile, in running bond. -� -- ---- - – --— 4:.Bath 1 recessed medicine cabinet to be Robem PLM2030W w/ polished edge. . 0 y 17 �- O N Elizabeth Thompson Architect yob 4�0 'Nv9 15W Pp-- iDate o i P.O. Box 464 917-848-1541 Title Scale � Orient, NY 11957. 60P*1Tlo H www.elizabeththompsonarchitect.com I p\q6,e,, 6j;j) - I �I V-`� -- `(! ► � � l� "wok X ���`I .I.7 l � ? �} A`( -Iltamf -r- E - _-- AFI `Y_ � ._ _ - _ :, -: - - - � 'r"U 11 Y-- &4-7f (1 = (x_I ,�It -l- LA —'I—' - - - cCX ._ - II:��' � - - ---ir- -- - - __ 5PL!'l-l-�-�=�P.��= - 9- - l5 --5!/- � - - 4�\1(- - -��Iii �t�l• -C��� --- ` - - - I—--IC --�1 a -11 - - -- � -- -- - - _ — 2" �.-a- H --- 7-f,�0 _ _ —- - - II I? (I a ( — —-- -- = I— It-- 1 -� ed -I— _ ._ 2t I`-1©� ! r� — � ._-- - -4TH-1-1-(�=�s��' i �•r rl -- - _.—---- -I—II— 1—It ,r � --2-(Q�® ,_ —�— —,(C—�{ �1� — V M1/�I � - e —.� —_— �_I �— �—fJ� �Y—� 1JbCC - - X•s�r �',� _� —Y —�' ------ — -- -- - � �p-1FC�9 ; II X_--►-�{I--- - —i, - -- ------- ---- °f " tic. fIt---- - -- - --------- - OF - --t- ---- -�- -►t-- ��I� �� - ._- _�!-p' 'rte ---=- - ------- - ---- - ------------ ----- ---- - - --- -- _ - -- -� x` lop - lfi _ � _�_— - - _- _��_ �- — — - -- _- -- - - --- ---- —— - -----------— - - - - ��--1 Job �. Date ( ---°�' P- -- —_ j✓ I.1L�_�,___ __ - �Du�('}�ul E\V �' Elizabeth Thompson Architectvi {� + P.O. Box 464 917-848-1541 Title Scalek Orient, NY 11957 www.elizabeththompsonarchitect.com Electrical dotes: '( P � {{ . �I�f� 1� �1�1! . 'e"PEZI rlc iiow L401 IF dzfy PL)( I rIr 1: See elevations for additional information on lighting & electricalId�`� I , locations. 2:All centerlines of outlets mounted at 1'-0"A.F.F., unless otherwise noted, (U.O.N.). rtl�<f 5,240 WCU, 10 it 3: All centerlines of switches mounted at 4'-0" A.F.F., unless -AL EX fJ`I?,\\/4u6 I otherwise noted, (U.O.N.). V41 IIIj ,L 16, II 4: Typical outlets above kitchen counters to be mounted horizontally P U,0+ I with centerlines at 3'-4"A.F.F. r-AW MC>P6W r 60, 5: Add waterbase duct mastic to all electrical boxes and exterior AL-fVv_ -52.1-1 1 penetrations. t %/A-U/ 1-71-01a616 1A DI W 1;7V Pr-I Mf P, G15I L-I W f I 11 1�!4T-P4 -1v , I'M'rI2- GEIl�I - -_ �It Pic �l 2 G©I. ITF-Ae-TIO? G 1 LI kAi� ®v I.i6P- W4W5--0\YI4 14 UPPMcAF.-, p6,61WV6 ©\v�.c1�,� — 'r&1+! GUq/ "f =�1 P P'-Ie Wr 1 poku'rP W ° U fa O\v W 6- F,- L)fair-; IJfes; h ._? 4E U1 wCl. I1 Za4� �,, &�GT� U VA U I`( ( I,164T 11 I II • .yam � �3��-��� Job 3�� ►�fN�IE\� ��•: Date - - Elizabeth Thompson Architectd>IZ4 OPT ;f P.O. Box 464 917-848-1541 Title Scale Orient, NY 119576t www.elizabeththompsonarchitect.com 6�IL��,r�l �� R I � Appliance List Refrigerator: Liebhen-CBS 1660, w/icemaker, stainless steel 79 6/16"h x 29 9/16"w x 2413/16"d Range:, GE Profile PGS930, 30"w slide-in gas range 30"w x 36 Wh x 29 %"d Hood/microwave: �?A'rH I GE Profile PVM9215SKSS 30"w 29 %V x 16 %"h x 15 %"d (vented option w/ non-flapping I I. damper) , I Dishwasher: U Bosch 300 series SHEM 63W5-N, built-in stainless steel,24"w I I i I i I Plumbing Fixture & Fitting List C::j Kitchen Sink: _ Elkay DCFU312010L "Dayton" stainless steel offset double bowl undermount sink, 31 3/"x 20 %"x 10" — - -I = �U'I°G I' ( i'Q.., °r i =� I I Kitchen Sink Faucet: Reuse existing .0 js- }\�. l� k,_..I_ C\�!� \�f Z;?I -C Bath Lays: 4 ea. �{ Kohler, Caxton Oval bathroom sink K-2210, white, 14 x 17 I = -, Bath Lav Faucets: 4 ea. Grohe "Somerset"w/lever handles, chrome finish - - 8"widespread w/chrome stopper Tub Filler& Shower Mixer: 3 ea. l I Grohe, Somerset Collection w/ rainhead & hand shower as selected by owner T_ rt Toilets: 2 ea. (reuse 1 existing bsmt. toilet) I I Kohler Highline Classic Comfort Height, K-3493, white, 12" , I I I \V �1 LIQ' I rough-in Bathtub: I I Bsmt.: Kohler K-1946-RA"Archer 5' Bath"30 x 60 x 19",white, right-hand drain I - First FI.: Kohler K-1948-RA-0"Archer"66"x 32" , white, right- — u hand drain Second Fl.: Kohler K-1948-LA-0"Archer"66"x 32",white, left- iIJ•a►J'� _ hand drain Laundry Sink: � I�,. ��tS, Fiat FL1100 molded stone Laundry Tub with legs, 23"1 x 21 - fl I-I� = ih . Y2"w x 36.3/16"h, or equal Washer& Dryer: Reuse existing I^ Job Elizabeth Thompson Architect ��� ���fi�Vl��� ��. DateI P.O. Box 464 917-848-1541 Title Scale . Orient, NY 11957 (Z(l�ls� P ?AM r www.elizabeththompsonarchitect.com T-1 153 -all --,--/- L� I-r- TI z li 16 ��T�t<r. � . �A��,, Job Date i Elizabeth Thompson Architect f24 i P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 wvwv.elizabeththompsonarchitect.com -- - -- - 1 T- 50-W Ix 0i l_I DC24e- .... _ li Job - Date- JV. ® Xis D(� .- Elizabeth Thompson Architect o� ��T� wy - P.O. Box 464 917-848-1541 Title Scale Orient, NY 11957 _ �. ! � �(,p I/jl�I',®ti www.elizabeththompsonarchitect.com sonarchitect.com �' ` s I i t SIMPSON LSTA - 20 GAGE 11/4"z 20 GA.GALV. STRAP RIDGE STRAP - ALL ROOF RAFTERS w/ 5-8d COMMON NAILS IN MMCANE CLIP EACH END 016-O.C. TYPICAL 2 x 6 TIE 0 EACH RAFTER IN LIEU OF STRAP. 11/4" x 20 GA ICE SHIELD UNDERLAYMENT GALV. STRAP / —REOUIRED- 24"FROM EDGE w/ 5-8d COMMON NAILS TO FDN.016-O.C. / -MST37 METAL STRAP ALTERNATE POSITION OF O.JACK POST I I HURRICANE CLIP USE w/4-ed NAILS P48- SMPSON H3 EACH END-TYP. I , I ' 4-8d NALS 2'-0" MAX. TYPICAL f SIMPSON H2 HURRICANE 1 CL1P MAILED.FROM PROVIDE 8d COMMON 2— &d COMMON RAFTER TO STUD.— NAILS 0 4-O.C.AT TYPICAL LL RAFTER EXTERIOR EDGE OF ALL NAILS TO SILL 5— 8d NAILS EACH END SHEATHING- PLATE —� APA RATED PLYWOOD TO_j EXTEND TO TOP OF TOP =Si IPSON MST27 PLATE. • I v2-WIDE-20 GAGE METAL STRAP Poe'OC. MST37 METAL STRAP Maxonunt c JACK POST MST27 q1 STUDS EACH 4 - 8d NAILS x148 O.C. CANTILEVER OVER FOUNDATION 70P of Foul.maTION EACH END —TYP. DOUBLE TOP PLYWOOD SHEATHING .' • ■ ■ ■ PLATE • __ TO OVER LAP BOX BEAM- TOP+ BOTTOM. STUDS L � e •fir�••t..-�;��+•.' .�.-�..'. " ai - zs --- B < top. ;. le<0 <'45° ELEVATION 4 - 8d NAILS WRAP NAIL STRAP GABLE ROOFS — -- - f 4 — 4d NAILS I ° GABLE ROOFS e < 10 10°<B < 4! AROUND SILL PLATE HOLD DOWN + SHEAR CONNECTION CRITICAL PATH AT ANCHOR BOLT SIMPSON MST27 /�-1 1/2-WIDE —20 GAGE METAL STRAP Q48-OC. NAIL SHEATHING TO SILL PLATE ■ a 8d NABS 0 4"O.C. PROVIDE ed CONWON NA48 P 4'O.0 AT RGH PRESSURE ZOtE-B-O.O. 2 - i5 REBAR r ,t•-_--�•. AT INTERIOR PORTIUIS OF ROOF-TYP. 6 SILL r ^: ACO TREATS A' ti 1 e 5/8 x 12-A.,'� ! f SEE FOUNDATION DWG. .`' e - .1 FENDER A FOR DESIGN. .. w/F N � €?a:�•,_ � to°<0 c 300 ■ SECTION HIP ROOFS PROVOS Bd NAILS a 4"Q.C.AT PERIMETER INTERIOR a Job Date PORTIONS OF PANELS 64 HIGH PRESSURE ZONES. Elizabeth Thompson Architect ' ��� '� � � MOTE:e=4 FT."ALL CASES / F P.O. Box 464 917-848-1541 Title Scale - COMPONENT AND CLADDING PRESSURE ZONES Orient, NY 11957 -- __ Gni ULTV ISG �-I� � � e , www.elizabeththompsonarchitect.com 6TkI L f-:,