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HomeMy WebLinkAbout44551-Z err: oyogUFf01 Town of Southold 3/3/2020 a$� P.O.Box 1179 Fri.153095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41108 Date: 3/3/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 29330 Route 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-6-23.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/23/2019 pursuant to which Building Permit No. 44551 dated 11/9/2016 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 to existing single-family dwelling to include a 20 kw generator as applied for The certificate is issued to Smyth,John&Margaret of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44551 12/23/2019 PLUMBERS CERTIFICATION DATED 03/04/2020 GisinorA A ori ed Signature �gOFFQ(,tco TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "may • o�-ProSOUTHOLD, 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#: 44551 Date: 12/23/2019 Permission is hereby granted to: Smyth, John 29330 Main Rd PO BOX 909 Cutchogue, NY 11935 To: Construct additions and alterations to existing single-family dwelling as applied for. Replaces BP# 41198. At premises located at: 29330 Route 25, Cutchogue SCTM #473889 Sec/Block/Lot# 102.-6-23.1 Pursuant to application dated 12/23/2019 and approved by the Building Inspector. To expire on 6/23/2021. Fees: PERMIT RENEWAL $301.20 Total: $301.20 t' BuildiTfg Inspector SOFFn��c TOWN OF SOUTHOLD ��o� ��• BUILDING DEPARTMENT MI TOWN CLERK'S OFFICE oy • 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#: 41198 Date: 11/30/2016 Permission is hereby granted to: Smyth, John 29330 Main Rd PO BOX 909 Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 29330 Route 25, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-6-23.1 Pursuant to application dated 11/9/2016 and approved by the Building Inspector. To expire on 6/1/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $552.80 CO -ADDITION TO DWELLING $50.00 Total: $602.80 N49ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 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$15.00 Date. /o If'/�ir. New Construction: Old or Pre-existing Building: (check one) Location of Property: .2 J J Q *de ,n '64el y� " House No. Street c/ Hamlet Owner or Owners of Property:_�' / �--�j�lA /LSuffolk County Tax Map No 11000, Section /O;t „ 19® Block 6, d p Lot ��3 0 0 Subdivision I 55 ! Filed Map. Lot: Permit No. l Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (// (check one) Fee Submitted:$ _ SC rpplica ature 0r- SOU��®� - Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �� sear.devlin(cD-town.southold.nv.us COW, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. John Smyth Address: 29330 Route 25 City:Cutchogue st: NY zip: 11935 Building Permit#: 44551 Section: 102 Block: 6 Lot- 23.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: M.A. Staub Electric Inc. License No: 3865-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 10 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 1 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower Range Recpt UC Lights 25' Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 18 Twist Lock Exit Fixtures Combo SD/CO Other Equipment: DW, Dual Oven, Fridge, Mini Fridge, Hood, Warming Drawer, Micro, 20Kw Generator , 200A Whole House Transfer Switch, 300A Service Notes: Kitchen / Dining Renovation and 20 Kw Generator Inspector Signature: �� Date: December 23, 2019 S. Devlin-Cert Electrical Compliance Form.xls OF SOV Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� sean.devlinCa�town.southold.ny.us cuum BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. John Smyth Address: 29330 Route 25 City Cutchogue sr NY zip: 11935 Building Permit* 44551 Section 102 Block. 6 Lot: 23.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: M.A. Staub Electric Inc. License No: 3865-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 10 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt $ Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower Range Recpt UC Lights 25' Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ Twist Lock Exit Fixtures 11 Combo SD/CO Other Equipment. DW, Dual Oven, Fridge, Mini Fridge, Hood, Warming Drawer, Micro, 20Kw Generator , 200A Whole House Transfer Switch Notes, Kitchen / Dining Renovation and 20 Kw Generator Inspector Signature: SZ Date: December 23, 2019 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annexg Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959Q���r��p,1� , BUILDING DEPARTMENT TOWN OF SOUTHOLD ,CERTIFICA'T'ION Date: Building Permit No. Owner: Sm I�Please print) i Plumber: (Please print) J ' 'E, 5 7 ? I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ; (PIumbers Signature) 44 Sworn to before me this�Gl day of m&A6b , 20 0"'b Notary Public, County- , CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,20z).b 1 SOF so!/T�, TOWN OF SOUTHOLD BUILDING DEPT. , 765-1802 INSPECT' ION FOUNDATION 1ST [4/ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAT [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN REMARKS: ..G�nb✓ c7✓ 0 DATE INSPECTOR SO(/TyOlo N O w � i 44S-S- ( TOWN -OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE,RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SOUlyolo �y�0UNT1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] OUCH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS: Pg-C*VM�(A (* DATE INSPECTOR �aOE SOUIyO �✓ l "� / /O �j� - * TOWN OF SOUTHOLD BUILDING- DEPT. °`ycourm '' 765-1802 - = = INS ' ECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] - FIRE SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) �Cl� [ ] CODE VIOLATION [ ] PRE C/O din -REMARKS: cp . /Vee<� DATE 2 Z INSPECTOR OF SOUIyp _ # # TOWN OF SOUTHOL•D BUILDING°DEPT. u 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [' ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ° ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ f PRE C/O REMARKS: - DATE / I INSPECTOR `5300-1 a0E SOUTy # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 } INSPECTION [ ]' FOUNDATION 1ST, [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY ; [ ] FIRE'SAFETY,INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ON Fmoo.- ta 4( v DATE INSPECTOR D ❑gp'�V[E DD _j MAR 17 2017 • Delfi no Insulation Co., I DEPT. a _ 317 Burman Blvd,Calverton, NY 11933 TOWN OF SO TTHOLD CERTIFICATE OF INSULATION JOB INFO: SNlM CUSiblvt 13UL2a Oa LTA DATE OF INSTALLATION: lot o M&M',r Q 6LIZIVO601-5 N-4. 11435- CEILINGS WALLS TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM Sr CLOSED CELL FOAM ® FIBERGLASS i0" JR.�-30 ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASSo— — ��� ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE gr FIRE CAULKED TO CODE DATE OF INSTALATION: a}IS�►-I ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I -rgf/27/n y 2Wf.1 certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was coduced in conformance to applicable codes and stardards and regulations. J AUTHORIZE GNATURE FIELD INSPECTION REPORT DATE COMMENTS m FOUNDATION(1ST) (� -----------------------7------------ FOUNDATION (2ND) tt ✓' g/ V,l � rn ry ROUGH FRAMING& y PLUMBING 6. - t - N INSULATION PER N.Y. "3 STATE ENERGY CODE O 1 (fjM FINAL V ADDITIONAL COMMENTS ' 1l30-Il0 04 V (ooa . 353 60li I M93 — r N 31,7111 �u -ate f Gly t) I5 �I H C *pF SO�Tyolo Town Hall Annex L Telephone(631)765-1802 �FFax(631)765-ggo D _ o roger.richert(a�town.southo d.ny.us Southold,NY 11971-0959L'CE ff[E DDcou FEB . 1 6 2017 �'�� BUR DING DEPT. BUILDING DEPARTMENT TOWN OF SOLVR�M TOWN OF SOUTHOLD CATION FOR ELECTRICAL INSPECTION REQUESTED BY: ft ck a.cA S��a'A Date: 2 l J I� Company Name: S = Name: 1 Qom` License No.: SS Address: De_o_e,_ G�r . a "\- clq zpa tk, h�� 117 Phone No.: 6S ( 4 - 2 Z o! JOBSITE INFORMATION: (*Indicates required information) 'kName: o ' S VW-114- *Address: 11 3 3 U 2 0"�� 26- C.cZ e.�x o a tA e- *Cross Street: *Phone No.: Permit No.: Tax-Map District: 1000 Section: ( O Z. Block: Lot: 2 3 1 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Se V-0%cer L-L Cc-c� 2 d 1� �✓�'e."\_0 (Iy)a alb_ --e' (Please Circle All That Apply) *is job ready for inspection: DE / NO ough In Final *Do you need a Temp Certificate: YE / 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 hange of Service Overhead Additional Informatio(n:: PAYMENT DUE WITH APPLICATION 1 or e--;-- A . inAfAoL LA� 1 KP_ v� 82-Request for Inspection Form c �Ic� �o��pF SO(/T�QIo Town Hall Annex ] Telephone(631)765-1802 54375 Main Road N m�ax(631)765- 5 2 P.O.Box 1179 G • rocler.richert(aRown.soutfQ&ny.us Southold,NY 11971-0959 'Q Y COU BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: m U+fn cuaam LlAxomn Date: a Company Name: l Name: C License No.: 39 (n Address: N Phone No.. b 31 4 a U., .2,a JOBSITE INFORMATION: (*Indicates required information) *Name: p� *Address: a 5 sa O Q a 1 to *Cross Street: L'eyoo *Phone No.: S( 6 3 5 6 Sa 4S_ Permit No.. t q Tax-Map District: 1000 Section: 72 Block: 6 Lot: 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / 10 Rough In Final *Do you need a Temp Certificate: YES QLOj 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 �56 82-Request for Inspection Form �o��oF so�lyolo Town Hall Annex Telephone(631)765-1802 D IRCE W.(EQmax(631)765-g5o�C G • o roger.richert(�town.southo d.ny.us Southold,NY 11971-0959 D 'Q F E B 16 2017 BUILDING DEPT. BUILDING DEPARTMENT TOWN OF SOUTHOLD TOWN OF SO MCATION-FOR ELECTRICAL INSPECTION REQUESTED BY: V U`�c-k 0.cA }a�� Date: Z Company Name: I= Name: a�� • c�vi License No.: b t Address: ` � � CA • a "� 1�1 ma c' a M 1A Phone No.: 6S I Li2 Z01 JOBSITE INFORMATION: (*Indicates required information) *Name: p *Address: 2`( 3�Q 2nu�-- 26- Ce-�xgaLAe *Cross Street: z, oA- '-a,,n e-- *Phone No.: Permit No.: q4 J�"` Tax Map District: 1000 Section: 10 Z Block:�_ Lot: -Z *BRIEF DESCRIPTION.OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: DE / NO ough In Final *Do you need a Temp Certificate: YE / NO Temp Information (If needed) *Service Size: CI-Ph-as-e) 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters hange of Service Overhead Additional Inform`atio(n:: PAYMENT DUE WITH APPLICATION 1 uj l l,� V�prl�. 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"x�': "'i,�,y,"t�.i'`{- '"'' ,,ir:_,:.' _ ,'F. `- '•>•. ..''i2�:i.,.,:C.•.:, `-: _ ii v`4P .£• .'t. _ ,?,x: - _ 'tiC-�t;=.t.:.^ �a•,: .e::,�.i�k':..i' Z.;�,{"3'":"ew, ..u�..-xr. � .l..,r.",_.]wn..,,,. '�= �8;�;. ,:, �,,.- :�-, �: Vali , ">_•'icla ave?clate:�::�,� •�. .>.��•:�:-�. .� �;: yY %,t t' -7'� ,e � '�3#,; :Wz�• '{ ',�'.%�.; y3._• _:f .y.,i ..a: :# Fa?°x+'a".':">',-i - -- ''-c �=•Fz 'uf'.`: :!:r'"fir:-. •_'� Scott A. Russell 01P sUFFQ/1- SUPERVISOR IWA1NA\G]EMHENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - -- - - - - - - - - - - - -DOES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [jB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous.area. ❑ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ff�F�Installation Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. - - -- -- - - -- -- - - - - If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. Date- APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Dish icl NAME /� IOCep 4©a Ock Section lock ii r Lot l i FOR BUILDING Contact Information "' r 3 '�P✓® Jy r�i.nio,.VmnOro - Reviewed By- /Ji j� Date. Property Address / Location of Construction Work- — — — — — — — — — — — — — — — — Approved for processing Building Permit. /� � `� Stormwater Management Control Plan Not Required. eft / �H o it, e // �V ❑ Stormwater Managennent Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 MAIN ROAD ( S.R. 25 ) ° N 29°44'00" E 485.16' NON 535 65' 0 C? io cv C a 1881' J yw� I�1 B�BT �aEKADE xf a a N •.00c/�wa.re race � �. h fY� m ny w w 0 a �; Z o 01E- o z p}yQ °'f U ~ Z N 0 o ° J /coxc V NON Nom S 2944'00" W 125.43' sw 0 o of of wre BRICK MDaU 0 !fr ISO 1 31 3' .y SR Z co Z � I aMixN N QJ LAND N/F OF COUNTY OF SUFFOLK c co � o ". oO O NON GALE a S 29°44'00" W 222.68' NON GV LAND N/F OF COUNTY OF SUFFOLK 0 0 o tl� UJ ,r7 tlr MON S 29"44'00" W 200.15' MON LAND N/F OF COUNTY OF SUFFOLK GENERACO Service and non-Service rated �������� � ������ Automatic Smart Transfer Switches 100 - 400 Amps, Single Phase SENERAU _ f C �L us ® LISTED 'BWtt N Iha USAuabB domestic and foreign pari *CUL only applies to non-service rated switches Description Generac Automatic Transfer Switches are designed for use with single phase generators that utilize an Evolution TM or Nexus TM Controller.The 100, 200, and 400 amp open transition switches are available in single phase in both service equipment rated and non-service equipment rated configurations.The 150 and 300 amp open transition switches are only available in a service rated equipment configuration. Standard Features Service rated (RTSW) Generac Automatic Transfer Switches are housed in an aluminum NEMA/UL Type 313 enclosure*, with electrostatically applied and baked powder paint.The Heavy Duty Generac Contactor is a UL recognized device, designed for years of service. The controller at the generator handles all the timing, sensing, exercising functions, and transfer commands. All switches are covered by a 5 year limited warranty. * Non-service rated (RTSC)switches are housed in a steel enclosure. DPM Technology Through the use of digital power technology (DPM), these switches have the capability to manage up to 4 individual HVAC (24 VAC controlled) loads with no additional hardware. When used in tandem with Smart Management Modules, up to 8 more loads can be managed as well, providing the most installation efficient power management options available. GENERAC® ti GENERAC® 100-400 Amps, Single Phase Automatic Smart Transfer Switches Funs ions All timing and sensing functions originate in the generator controller Utilityvoltage drop-out...... ............ .. ................... ...................... ..............................<60% Timer to generator start ... ... ............. 10 second factory set,adjustable between 2-1500 seconds by a qualified dealer* Enginewarm up delay ...... .......... . ................... .......1........... . ...................... .. . . ....................5 seconds Standby voltage sensor........ .. .... ... ... ........... . . .. ...................... . . .....................60%for 5 seconds Utilityvoltage pickup. ... . ........ .................. . .................... ......... .......... ......... .......1.. ..........>80% Re-transfer time delay.... . ........ ....... ............... .. . ........................15 seconds Enginecool-down timer .... ................ .. ... ....... .. ... ......... ........ .. . .......... ...... ......... ..... .. '... ..60 seconds Exerciser............................ ........................................­­ ' ......................... ..... ...................... . . ........................ ...12 minutes every 7 days The transfer switch can be operated manually without power applied *When used in conjunction with units utilizing Evolution-controls specificauions Model RTSC100A3 RTSW1 0OA3 RTSW150A3 RTSC200A3 00TSWA0Q,VRTSW300A3 RTSC400A3 RTSW400A3 Amps 100 100 150 200 20 0,]5- 300 400 400 Voltage 1201240,1o 120/240,19 1201240,1o 120/240,1 a120/24. -" 120/240,1 o 120/240,1o 120/240,1o tto_� Load Transition Type Open Transition Open Transition Open Transition Open Transition _ ie-nTr`ansitlorr 3. en Transition Open Transition Open Transition (Automatic) Service Rated Service Rated -Seke RaTM— Service Rated Service Rated Enclosure Type NEMA/UL 3R NEMA/UL 3R NEMA/UL 3R NEMA/UL 313 ffMNUC—SR—�NEMA/Ul_311 NEMA/UL 3R NEMA/UL 311 UL Rating UL/CUL UL UL UUCUL UL UUCUL UL Withstand Rating b. (Amps) 10,000 10,000 22,000 10,000 C2,000� 22,000 22,000 22,000 Lug Range 1/0-#14 250 MCM-#6 600 MCM-#4 or 1/0-250 MCM Dimensions H2 H1 Model RTSG100A3 RTSW10OA3 RTSW150A3 RTSC200A3 RTSW200A3 RTSW300A3 RTSC40OA3 RTSW40OA3 Hl 17 24/437 9 17 24/437 9 26 75/679 4 17 24/437 9 26 751679 4 42 91/1089 9 31 25fl93 8 42 91/1089 9 L Height DEPTH- W2 H2 20/508 20/508 30fl62 20/508 30fl62 48/12192 36/9144 48/12192 vvi Wl 12 5/317 5 12 5/317 5 10 5/266 7 12 5/317 5 10 5/266 7 16 69/423 9 1918/487 2 16 69/423 9 Width (inJmm) W2 14 6/370 8 14 6/370 B 13 5/342 9 14 6/370 8 13 5/342 9 21 82/554 2 24/6096 21 82/554 2 Depth(in/mm) 709/1801 709/1801 63/1601 709/1801 63/1601 10 06/255 5 10 06/255 5 10 06/255 5 H2 H1 Weight(Itis Aalos) 20/907 22 5/10 21 39/1769 20/907 39/17.69 140/635 133/6033 140/635 =111H GENE RAC® Generale Power Systems,Inc. - S45 W29290 HWY.59, Waukesha,WI 53189 - generac.com 1 @2015 Generac Power Systems,Inc.All rights reserved All specifications are subject to change without notice Bullelm OL3205-B Pnnted in U.S.A. 07/26/15 GENERAC® -1 GUARDIAN® SERIES _ Residential Standby Generators Air-Cooled Gas Engine INCLUDES: • True Power T' Electrical Technology Standby Power Rating • Two Line LCD Multilingual Digital Models G007036-0, G007037-0(Aluminum-Bisque) -16 kW 60 Hz EvolutionT"° Controller (English/Spanish/ Model G007035-0(Aluminum-Bisque) -16 kW 60 Hz French/Portuguese) Models G007039-0, G007038-0(Aluminum-Bis ue)-20 kW 60 Hz • Two Transfer Switch Options Available: �ode�G 07043-0;G007( 2=0( uminum-Bisque) ­22 kW 60 Hz 01 100 Amp, 16 Circuit Switch or — i '~-- 200 Amp Service Rated Smart Switch. = 0 See Page 4 for Details. r I • Electronic Governor 1--- i 1�-4 • System Status &Maintenance Interval LED I GENERAC° 16/20/22 kW specifications Generator _ G007035-0,G007036-0, G007038-0,0007039-0 0007,042=0,4607,0.43= Model G007037-0(16 kW) (20 kW) (22_kW)ij_ ' Rated Maximum Continuous Power Capacity(LP) —��- 16,000 Watts" - - 20,-000 Watts' Rated Maximum Continuous Power Capacity(NG) 16,000 Watts* 18,000 Watts" - 19,500 Rated Voltage _V_ 240 �_-- 240- ' , �^_ 240 uous Loa -� Rated Maximum Contind Current-240 Volts(LP/NG) -66 6/66 6� 83.3/75 91 6/81 3 Total Harmoac Distortion - ---- --- Less than 5% Less than 5% -Les-s --------- ----- ----- - - --_- --- - - - 3 of Main Line Circuit Breaker 70 Amp 100 Amp _ 100 Amp Phase — - --_._�-- _^-- - -_t _ _— --j-- - --- --1 --- Number of Rotor Poles -2 2 2 - -- - ---- -- - - - �Rated AC Frequency 60Hz --_ Power Factor ----.---- 1.0 1.0 10 Battery Requirement(not included) -_ -_---_ _- - 12 Volts,Group 26R 540 CCA-Minimum_ or Group 35A_GM 650 CCA Minimum Unit Weight(Ib/kg) v406/186-_ - 448/203- -- 466/211 Dimensions(Lx W x H)in/mm _ _- V- -� _—_- 48x 2_5 x 29/1218 x 638 x_7_32 Sound output in dB(A)at 23 it(7 m)with generator operating at normal load"* 66 --66_ - 67 ouna output m dB(A)at 23 ft(7 m)with generator in Quiet-Test'"low-speed exerase mode" -58_^ _i- 58 �_ ,-_- 58 Exercise duration -- 5 min 5 min 5 min Engine Type of Engine _ _ _ _ _ _ GENERAC G-Force 1000 Series _ CNumber of Cylinders -_- - 2 - -_22_ --- -----_------ --- ------- - - -' _-_ -. -_-- -- .Displacement 999 cc -999 cc -999 cc 1-6y-5-der Block _---- - _ �---_---� _- -- _ -_Aluminum w/Cast Iron Sleeve - -� Valve Arrangement _ _ _ Overhead Valve - Overhead Valve-- - Overhead Valve ILgmtion System -- _ - -,- - _ _ _�_ Soh'd-state w/Magneto _ Solid-state w/Magneto_ Solid-state w/Magneto Governor System Electronic _ Electronic Electronic Compression RRatio Starter _ 12 Vdc -12 Vdc -12 Vdc ( d Capacity Including Filter -----`- -- _y -_ - -- -T _-Approx.1.9 gV1.8 L - A_pprox 1,9 gV1.8 L—,_Approx 1.9 qt/1 8 L-_'J Operating rpm- 3,600 - 3,600` 3.600 Fuel Consumption - --`-'---`---`---_ Natural Gas ft3/hr(m3/hr) I 1/2 Load 218(617) 204(5.78) 216(6.12) Full Load 309(8 75) 301(8 52) 310(8.78) Liquid Propane ft3/hr(gal/hr)[I/hr] 1/2 Load 91 6(2.52)[9 531 86(2 37)[8.99] 93 2(2 56)[9 701 (__ __ _ __ Full Load_ _ _ _ 106.8(2.94)_[11.11]__- 129 6(3 56)[13 48] _i 140(3 87)[14 65] _JI Note.Fuel pipe must be sized for full load.Required fuel pressure to generator tuel inlet at al I load ranges-3 5-7"water column(7-13 mm mercury)for natural gas,10-12"water column(19-22 mm mercury) for LP as For Btu content,multiply O/hr x 2500(LP)or O3 hr x 1000(NG) For Megaloule content,multiply m3/hr x 9315(LP)or m3/hr x 37 26(NG) Controls 2-Line Plain Text Multilingual LCD Display Simple user interface for ease of operation r---- ----- y y _ -- lMode Buttons Auto _-__ - � J__ Automatic Start on Utility failure 7 da exerciser � Manual Start with starter control,unit stays on If utility fails,transfer to load takes place Off Stops unit Power is removed Control and charger still operate -_ Ready to Run/Maintenance Messages _ -_ Standard _ _ Engme Run Hours Indication �_^ _ 4 - _ T_ -� Standard _ __ _- Programmable start delay between 2-1500 seconds Standard(programmable by dealer only) iU ty Voltage Loss/Retum to Utility Adjustable(Brownout Setting) i� _�aT __ _T -From 140-171 V/190-216_V Future Set Capable Exerciser/Exercise Set Error Warning Standard~ Run/Alarm/Maintenance Logs -- —^- -- _ � _ 50 Events Each Engine Start Sequence- Cyclic cranking 16 sec on,7 rest(90 sec maximum duration) LStager Lock-out- - -� -, - __- -- _Starter cannot re-engage until 5 sec after engine has stopped Smart Battery Charger _ _ Standard- Charger Faull/Missing AC Warning _ _�!_- _^ ` _ ___ _Standard Low Battery/Battery Problem Protection and Battery Conddin Indication Standard _ Automatic VoltageRegulafion with Over and Under Voltage Protection - -i- - -- Standard Under-Frequency/Overload/Stepper Overcurrent Protection _ __ _ _ _ Standard I-Safety Fused/Fuse Problem Protection �_- _�� - _ -__Y Standard ` _--J Automatic.Low Oil Pressure/Hinh Oil Temnerature Shutdown Standard GENERAC' 16/20/22 kW switch options Limited Circuits Switch Features Model _ G007036-0(16kW) • 16 circuits,breakers not included. No of Poles 2 • Electrically operated,mechanically-held contacts for fast,positive Current Rating(Amps) 100 Voltage Rating(VAC) 120/240,112 connections Utility Voltage Monitor(Fixed)` • Rated for all classes of load,100%equipment rated,both inductive and -Pick-up 80% resistive. -Dropout 65% r • 2 pole,250 VAC Contactors. lmurn to Utility* __ approx 15 sec • 30 millisecond transfer time Exercises bi-weekly for 5 minutes*t Standard • Dual coil design. IUL Listed _ _ Standard • Rated for both copper and aluminum conductors Total Circuits Available v 16 • Main contacts are silver plated or silver alloy to resist welding and'sticking. Tandem Breaker capabilities 8 spaces�__� • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor Circus Breaker Protected Available RMS Symmetrical 10,000 mounting flexibility. Fault current @ 250 volts • Multi listed for use with V standard,tandem,GFCI and AFCI breakers from *Function of Evolution Controller Siemens,Murray,Eaton and Square D for the most flexible and cost effec- Exercise can be set to weekly or monthly tive install Dimensions W' Height Width Depth H1 H2 W1 W2 in 26 75 301 10 5 13.5 6.91 H2 H� mm 679.4 764 3 266 7 343.0 1754 Wire Ranges Conductor Lug Neutral Lug Ground Lug DEPTH I--W2 I 110-#14 2/0-#14 2/0-#14 Service Retell Smart Switch Features Model GU07037-0(16 kW)/GO07039-0(20 kW)/ • Includes Digital Power Management Technology standard(DPM). __ _ G007043-0(22 kW) _ No of Poles 2�__� • Intelligently manages up to four air conditioner loads with no additional Current Rating(Amps) 200 hardware. IVoltage Rating(VAC) 120/240,19 • Up to four more large(240 VAC)loads can be managed when used in Utility Voltage Monitor(Fixed)* conjunction with Smart Management Modules(SMMs). -Pick-up 80% • Electrically operated,mechanically-held contacts for fast,clean connections. -Dropout 65%Utility* approx 13 sec V 4_ -] • Rated for all classes of load,100%equipment rated,both inductive and rests- Exercises Return to ut�itilbi-weekly for 5 minutes* Standard tlVe. UL Listed___ Standard • 2 pole,250 VAC contactors. Enclosure Type NEMANL 3R • Service equipment rated,dual coil design. Circurt Breaker Protected T 22,000 • Rated for both aluminum and copper conductors. C-- — 25 i` Lug Range 250 MCM-#6 • Main contacts are silver plated or silver alloy to resist welding and sticking. *Function of Evolution Controller • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mount- Exercise can be set to weekly or monthly ing flexibility. Dimensions W' 200 Amps 120/240,ie Open Transition Service Rated H1 Height H2 W1 Width W2 Depth H2 in 2675 30.1 10.5 135 6.91 mm 679 4 7643 2667 3430 175.4 l DEPTH W2 ti GENERAL 16/20/22 kW available accessories Model# Product Description Generac's Mobile Link allows you to check the status of your generator from anywhere that you have ac- G006463-4 Mobile Link'" cess to an Internet connection from a PC or with any smart device. You will even be notified via e-mail or text message when a change in the generator's status occurs Available in the U.S.only. G005819-0 26R Wet Cell Battery Every standby generator requires a battery to start the system.Generac offers the recommended 26R wet cell battery for use with all air-cooled standby product(excluding PowerPact@) , G007101-0 Battery Pad Warmer The pad warmer rests underthe battery.Recommended for use Ifthetemperature regularly falls below 0°F. (Not necessary for use with AGM-style batteries) G007102-0 Oil Warmer 011 warmer slips directly over the oil filter.Recommended for use if the temperature regularly falls below 0°F. G007103-0 Breather Warmer The breather warmer is for use in extreme cold weather applications. For use with Evolution controllers only in climates where heavy icing occurs G005621-0 Auxiliary Transfer Switch The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load Contact Kit 'you may not need.Not compatible with 50 amp pre-wired switches. Fascia Base Wrap Kit The fascia base wrap snaps together around the bottom of the new air cooled generators.This offers a 6007027-0-Bisque (Standard on 22 kW) sleek,contoured appearance as well as offering protection from rodents and insects by covering the lifting holes located in the base. t If the generator enclosure is scratched or damaged,it is important to touch-up the paint to protect from G005703-0-Bisque Paint Kit future corrosion.The paint kit includes the necessary paint to properly maintain or touch-up a generator enclosure. G006485-0 Scheduled Maintenance Kit Generac's scheduled maintenance kits provide all the hardware necessary to perform complete routine maintenance on a Generac automatic standby generator. G006873-0 Smart Management Modules are used in conjunction with the Automatic Transfer Switch to increase its Smart Management Module power management capabilities.It provides additional power management flexibility notfound in any other (50 Amps) power management system. dimensions & PCs Dimensions shown are approximate Refer to installation manual for exact dimensions DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES ,z,amm Model UPC 8mm moa, cam,�, 6007035-0 696471070354 ® G007036-0 696471070361 G007037-0 696471070378 rZ ems^ G007038-0 696471070385 MI 6007039-0 696471070392 o ® o o G007042-0 696471070422 G007143-0-_ 696471070439 BIS mm 11ffimm _sus [48.5 IM LEFT SIDE VIEW FRONT VIEW GENE RAC® Generac Power Systems,Inc. •S45 W29290 HWY.59,Waukesha,WI 53189 • generac.com 02016 Generac Power Systems,Inc All rights reserved.All specifications are subject to change without notice Part No.10000000194-D 10/24/16 MAIN ROAD ( S.R. 25 ) Wi.a caxC.•.wx # `O'�N 2944'00" E mm as O' 485.16' NON 535 65' o - O eO cv d CQ (� O v ?Be,- IL Be1'm 112 Ey i s rk 43 .. = ►Wa � w € s I oUP l O / a z G - J 2 W .RGe af Q l A U YON k MON S 29"44'00" W 125.43' 0 o Cr [I .•.00N� U ® �C, Grt ry BRICK V !f. 88O --gat Oao 0 L'7 sa,• 313' tr_ ~ Z co in z LAND N/F OF COUNTY OF SUFFOLK � c e � $a � o O f0 199' tO ON OAiE N ,doS 29°44'00" W 222.68' YON rQ 4 LAND N/F OF COUNTY OF SUFFOLK o � 0 0 e v h y !h MON S 29"44'00" W 200.15' MON ov LAND N/F OF COUNTY OF SUFFOLK MAIN ROAD ( S.R. 25 ) naa aN 29"44'00" E 485.16' NON 535 65' C? CJ 1 O � BO rOpfAGE ti Y� y Sn m C i rn W w b o r -12 aa = y a4 E, r0 7 GzA z � � 0 ° o to O o/* wew J of Q V_ U NON NON S 29"44'00" W 125.43' o O U art BBON 0 �/• MOOp 0 .ra.• 313' O � Z m Cs7 O LAND N/F OF COUNTY OF SUFFOLK waN o i cc En aas O m � YON GATE 01 o W S 29°44'00" W 222.68' NON LAND N/F OF COUNTY OF SUFFOLK O 'Z 8 d' O $ � O o !h �J h tl YON S 29"44'00" W 200.15' YON LAND N/F OF COUNTY OF SUFFOLK OCL REVISIONS " �,r,i,v,v-u-,un,uv�,rv„ n,uv�,ivvvnuwwv,,,v,vuv�p,rn�1 1 11/27/16 1 1. CONTRACTOR'S HEATING SUBCONTRACTOR TO PERFORM HEAT/LOSS CALCULATIONS FOR ENTIRE BUILDING AND REVIEW BOILER/FURNACE SIZE AND REQUIREMENTS AND REPORT TO ARCHITECT,CONTRACTOR,AND OWNER ALL RECOMMENDATIONS, LINE OF UNDERGROUND PIPING FROM ROOF GENERAL NOTES&SPECIFICATIONS 1 SPECIFY SIZE OF BOILER/FURNACE IN BIDS. DRY WELL SYSTEM "A" DRAINS.ALL PIPING SHALL BE"S.D.R.35 SEWER 2 TJ NOV 16 2. DUCTWORK TO BE PROTECTED FROM DEBRIS&COVERED IMMEDIATELY AFTER INSTALLATION.HVAC SYSTEM IS NOT TO BE TURNED ON UNTIL COMPLETION OF FLOOR SANDING&TAPING,SPACKLING&SANDING OF GYPSUM BOARDS WALL FINISH. PIPE". DIVISION-01-GENERAL CONSTRUCTION 3. INSTALL MECHANICAL VENTILATION IN EACH BATHROOM AND POWDER ROOM. (110 CFM MINIMUM) BASEMENT STAIR 4 SHOHM CALCULATIONS 1. THIND ONDITIONS,AS WRITTEN HERE,SHALL APPLY TO THE CONTRACTOR AND ALL TRADES AND SUBCONTRACTORS HE MAY EMPLOY IN ORDER TO PERFORM OR COMPLETE THE WORK IN ALL OF ITS PARTS.If S ALSO]MINDED THAT THESE GENERAL PROVIDE SOLID CONCRETE COVER&DOME 3 COPLY TO ALL MATERIALS UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL LAUNDRY DRYERS TO VENT TO EXTERIOR VERIFY LOCATION OF ALL VENTS WITH ARCHITECT PRIOR TO INSTALLATION. DE516N FORA STORM DRAIN SYSTI3I 58tVIN6 AN AREA OF, IZS' GRADE 2 ALL CONFORM TO THE IN RESIDENTIAL CODE FOR ONE&TWO FAMILY DWELLINGS(PUBLICATION DATE 2015),NEW YORK STATE UNIFORM CODE SUPPLEMENT(PUBLICATION DATE MARCH 2016),2016 SUPPLEMENT TO THE NEW YORK 5. CROSS VENTILATION REQUIRED IN ALL ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES.TOTAL NET FREE VENTILATING AREA TO BE AT LEAST 1/150 OF AREA OF SPACE VENTILATED VOLIK R6Ci FM(2'RANFALL) 209b AI FT 4 STONSERVATION CONS172UCTION CODE(REVISED AUGUST 2016)AND THE REQUIItDvfEN15 OF ANY OTHER CODES AND AUTHORITIES HAVING J[JRISDICTION. N VI XV-0'H STORM DRAIN RING= 1688 GU FTISI THE 130 MPH WIND ZONE WOOD FRAMING,ANCHORING&NAILING TO BE INSTALLED AS SPECIFIED IN THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO STORY FRAMED DWELLINGS(4VFCM 2015)USING THE PRESCRIPTIVE DIVISION-26-ELECTRICALSTORM DRAIN RIN65 RSGYAAR®NOI ELME R6GBlIR®�f 119 0.12 RIN65 REQ I -I I I=I 5 RWA TO BE PR VVM p 1=1 I IETHOD. 1. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AND UNDERWRITERS LABORATORY REQUIREMENTS.ALL ELECTRICAL WORK TO BE CERTIFIED BY APPROVED INSPECTION AGINCY,PROVIDE CERTIFICATE TO BUILDING DEPARTMENT&OWNER I -III III-I I 3. ALL WORK SHALL CONFORM TO TABLE 83012(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R IM TO 51TE PLAN FOR LOCATION OF M?ELL5 PITCH 1-I i- _ 6 2 AS PER 20151NTERNATIONAL RESIDENTIAL CODE FOR ONE&TWO FAMILY DWELLINGS,ANY ALTERATION TO A BUILDING WILL REQUIRE THAT SMOKE ALARMS BE INSTALLED THROUGHOUT THE ENTIRE BUILDING.PROVIDE SINGLE&MULTIPLE STATION SMOKE �� H III-III STORM DRAIN RINGS 4. THESE DRAWINGS AND SPECIFICATION'HAVE BEEN PREPARED BY OR UNDER TIM SUPERVISION OF THE UNDERSIGNED AND D0,TO THE BEST OF THE UNDERSIGNED5 KNOWLEDGE,INFORMATION AND BELIEF,MEET THE REQUIREMENTS OF THE CURRENT DETECTORS&CARBON MONOXIDE DETECTORS AS REQUIRED BY CODE.(8314&R315).ALL DETECTORS ARE TO BE HARDWIRED TO POWER SOURCE&INTERCONNECTED WITH BATTERY BACKUPS. -�-_=_____ ,I�I-III -- UPDATE OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE.PLEASE REFER TO ATTACHED RESCBECK COMPLIANCE CERTIFICATE ELSEWHERE ON THE DOCUMENTS. --- __ -*=i�- I I-_ COLLAR MATERIAL, 3. ELECTRICIAN TO VERIFY EXISTING ELECTRICAL SERVICE&PANEL ARE SUFFICIENT FOR NEW WORK.CONTRACTOR TO INCLUDE IN PROPOSAL PRICE FOR UPGRADED ELECTRICAL SERVICE&NEW PANEL AS REQUIRED. - 'rr=„ ______---------- 6. __ "' MIN• SEE NOTE BELOW 7 5. PROJECT EXISTS N SEISMIC DESIGN CATEGORY"B"AND IS THUS EXEMPT FROM THE SEISMIC PROVISIONS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE&TWO FAMILY DWELLINGS(8301.22) 4. ELECTRICIAN TO RE-LABEL ENTIRE PANEL BOX. DRY WELL SYSTEM "B" 11- I- --- 6. IF EXISTING STRUCTURES TO BE RENOVATED WERE CONSTRUCTED PRIOR TO 1978,CONTRACTOR MUST PROVIDE CERTIFICATION OF LEAD PAINT ABATEMENT,COMPLYING WITH THE EPA5 LEAD:RENOVATION,REPAIR,&PAINTING RULE. 5. FIRE CAULKING,MEETING ASTM E 136 REQLJItIIvtEN15,TO BE INSTALLED AT ALL PENETRATIONS THROUGH FIRE BLOCKING&DRAFf5TOPPING(830211(4)) I =I i _ 7 CONTRACTOR TO PROTECT ALL MATERIALS EXISTING CONDITIONS TO REMAIN,AND NEW CONSTRUCTION AS REQUIRED By GOOD CONSTRUCTION PROCEDURES.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY RAIN OR INCLEMENT WEATHER NOTE: BOTTOM OF ALL 13 I-� A rr ILII DRYWELL'S MUST HAVE, 6. CENTER OF ALL ELECTRICAL OUTLETS TO BE INSTALLED®12"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. B� STAIR SHOT 1LIt GAL��.l1TI ONS I -III I I I I I I I G-0"PENETRATION INTO 9 DURING CONSTRUCTION. I I-III 7. CENTER OF ALL SWITCHES TO BE LOCATED AT 42"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. D61611 FOR STORM 5Y5113�15BtVIN6 A PATIO ARFJ1 OF, 686 z 1-1 I I ? RATE ABLE MATERIAL O STORM DRAIN RIN III ! 8. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING&MAINTAINING TEMPORARY TOILET FACILITIES FOR ALL WORKMEN. VOLUME RE:WIW(2 RAINFALU 11456 W FT I I-I I- '�" C I I 8. ALL ELECTRIC RADIANT HEAT INDICATED ON PLANS TO BE"EASY HEAT"WARM TILES CABLE.INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.MODEL NUMBER DEPENDENT ON SIZE OF BATHROOM. (0 V-O"0 X 4'-O'H STORM DRAIN RING■ 166.510)FT � ¢ III-III � \ I I-I NOTE: COLLAR MATERIAL 10 9. CONTRACTOR TO BE RESPONSIBLE FOR:PROVIDING CONSTRUCTION TELEPHONE SERVICE FOR STORM ORAN RINff NOI.IK R6f,11 FW01T) 0Ab RIN65 R6Q 7I 1-1 SI TALL BE COMPRISED OF SAND ALL TRADES IF ADEQUATE WIRELESS SIGNAL IS NOT AVAILABLE. ' .� III-i I _" -III-I &GRAVEL FILTER MATERIAL DIVISION-28-ELECTRONIC SAFETY AND SECURITY ISTOR4 DRAIN RMS TO 19E FRONIDI37 I _FOR LCONTAINING LESS THAN 15 10.THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY.CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING TO INSURE PERSONAL SAFETY AND MINIMUM STRESSES TO STRUCTURE DURING CONSTRUCTION. F w I I- I I II ® ® ® I I-I I I 11.PROJECT TO BE KEPT SAFE,CLEAN AND ORDERLY DURING CONSTRUCIIDN.CONSTRUCTION DEBRIS TO BE CARTED AWAY BY GENERAL CONTRACTOR AT APPROPRIATE INTERVALS IN ACCORDANCE WITH LOCAL REQUIREMENTS.AT COMPLETION OF 1. ALL DOORS WITH DIRECT ACCESS T 0 A POOL WHETHER EXISTING,OR PROPOSED,SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED.THE AUDIBLE ALARM SHALL B TO SITE PLAN AGATION OF DRYV1315 I I 1-I 10, _ III-I FINE SAND,SILT,CLAY&1"DIA. LISTED WITH UL 2017.THE ALARM SHALL ACTIVATE WITHIN 7 SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE r uw, I-III ® ® ® ® ® ® - - III-I I GRAVEL(SILT&CLAY PROJECT,GENERAL CONTRACTOR TO BROOM CLEAN ALL AFFECTED AREAS,VACUUM DUCTS,INSTALL NEW FILTERS ON HEATING AND AIR CONDITIONING SYSTEMS AS REQUIRED,CLEAN ALL WINDOWS, GLASS,SCREENS,AND SKYLIGHTS INSIDE AND OUT. HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES.THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL • -I I - :" MIN M __ FRACTIONS ARE NOT TO EXCEED EXTERIOR TO BE STEEL RAKED LEVEL AND ALL DEBRIS CARTED AWAY.CONTRACTOR IS RESPONSIBLE FOR ALL SITE CLEANUP RELATED TO CONSTRUCTION. ® ® ® ® ® ® ® III-I MEANS,SUCH AS A TOUCH-PAD OR SWITCH,TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING.DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS.THE DEACTIVATION SWITCHES)SHALL BE LOCATED AT LEAST 54"ABOVE THE I I-III I I-III S%) 12 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING DUMPSTERS ON SITE TO ENSURE ALL GARBAGE AND DEBRIS IS CONTAINED AND REMOVED FROM SITE IN AN ORDERLY FASHION.DUMPSTERS TO BE PLACED IN A LOCATION APPROVED BY THE THRESHOLD OF THE DOOR(8326.5.3(9.2)) a =I I=I ® ® ® ® ® ® ® r ARCHITECT OR HOMEOWNER PRIOR TO ARRIVAL TO SITE. III=III GROUNDWATER 13.CONTRACTOR TO PROVIDE CONSTRUC]ION FENCING AND EROSION CONTROL FENCING AS INDICTED ON SITE PLAN OR AS REQUESTED BY BUILDING INSPECTOR. DIVISION-3I-EARTHWORK 14.ALL LABOR MATERIALS,AND EQUIPMENT TO BE FULLY GUARANTEED BY CONTRACTOR AGAINST DEFECTIVE PARTS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE.CONTRACTOR TO PROVIDE MANUFACTURERS' -III =I -I GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR CUTTING DOWN ALL TREES,VINES AND VEGETATION ETC.THAT ARE IN THE WAY OF EXCAVATION,AS WELL AS DIGGING OUT STUMPS AND REMOVING THEM FROM THE PREMISES. WARRANTY CERTIFICATES TO THE OWDIER FOR ALL THE EQUIPMENT AND MATERIALS INSTALLED.SPECIFICALLY,THE SEALED MOTOR COMPRESSORS OF THE AIR CONDITIONING CONDENSERS WILL BE WARRANTIED FOR A TOTAL OF FIVE YEARS, 1. 15.THE OWNER MAY ORDER CHANGES IN'CHE WORK WITHOUT DVVAIIDA°TON OF THE CONTRACT;SUCH CHANGES SHALL BE AGREED TO IN WRITING BEFORE SUCH CHANGES ARE MADE. 2 STRIP ALL TOPSOIL AREAS TO BE DISTURBED BY EXCAVATION AND STORE ON SITE FOR RE-USE AS INDICATED BY ARCHITECT OR HOMEOWNER PRIOR TO THE COMMENCEMENT OF WORK 3. CONTRACTOR TO GRADUALLY FEATHER OUT THE ROUGH GRADE TO JOIN TATE EXISTING GRADING. I-III-- -III-I 16.ANY CHANGE OR SUBSITTUTION TO THESE DOCUMENTS MUST BE ACCOMPANIED BY A WRITTEN CHANGE ORDER CHANGE ORDERS TO BE NUMBERED,DATED AND APPROVED BY ARCHITECT,OWNER,&BUILDING DEPARTMENT. III-III-I _-III-I I 17.CONTRACTOR SHALL NAME THE HOME OWNER,ARCHITECT,&VILLAGE APPI AS ADDITIONAL INSURED ON CONTRACTORS LIABILITY INSURANCE. 4. CONTRACTOR TO ROUGH GRADE AROUND BUILDING PERIMEDER TO PROVIDE DRAINAGE AWAY FROM THE BUILDING.FINISHED GRADE TO SLOPE AWAY FROM RESIDENCE A MINIMUM OF 6"VERTICALLY,IN THE FIRST 10'HORIZONTALLY.(R4013) -III=�=III-_ _I-III-III IEEI _III-_ . Fn�ILSI>EDGRADE TO BE A MIVIMDMOF6"BELOW SILL PLATE.(84041.6 -III-III-I IE]11: I I- 18.CONTRACTOR TO PROVIDE STANDARD FORM OF AGREEMENT BETWEEN OWNER&CONTRACTOR[AIA DOCUMENT A-XXX 1997 EDITION].REQUESTS FOR PAYMENT TO BE MADE USING STANDARD AIA FORMS,G-702 AND G 5. ) I=1--I�1=111-11 I-1�I-I�1=1�-1�I-1 I 1=1�1=1�1=1�1=I I - - - 19.CONTRACTOR SHALL PROVIDE A WAIVER OF LIENS FOR HIMSELF AND ALL SUBCONTRACTORS AND SUPPLIERS AT TIME OF FINAL PAYMENT. - - - - 20.DO NOT SCALE DRAWINGS!WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. DIVISION-33-UTILITIES DETAIL 21.ARCHITECT HAS NOT BEEN RETAINED FOR SUPERVISION OR SITE INSPECTIONS.ARCHITECTS ROLEONSTTEISSTRICTLYToDOCUMENTCONSTRUCTIONPROGRESSANDANSWERANYQUESIONSRELATEDTODESIGN. 1. CONTRACTOROHAVE ALL UTI[IT�S(WATER LINES,SEWER LINES,GAS LINES,AND ELECTRIC LINES,ETC)MARKED OUT PRIOR IOANY EXCAVATION.BEFORE ANY WORK ONSITE ISTOBEIX)NECONTRACTOR TOCALL TIIELONG ISLAND ONE CALL CENTITt® @TYPICAL DRYWELL Z 1-800-2724480. 2 2• NOT TO SCALE z= >, DIVISION-02-EXISTING CONDITIONSIn LLJ 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND TO VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING BUILDING AND SITE.IF ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS F 0 F COUNTY 0 F SUFFOLK o Q z AND ACTUAL FIELD CONDITIONS ARE DISCOVERED,THEY SHALL BE REPORTED TO THE ARCHITECT IN WRITING FOR CORRECTION.WORK DONE AFTER THE DISCOVERY OF DISCREPANCIES AND PRIOR TO WRITTEN APPROVAL FOR CORRECTION SHALL BE AT THE LAND N/ > m O Ln - in O CONTRACTORS OWN RISK NO ADDITIONAL COST WILL BE ADDED TO THE PROJECT DUE TO CONTRACTORS OVERSIGHT IN VERIFICATION OF EXISTING CONDITIONS. Q CL Z L z 2 SHOULD ANY EI CONDITIONS OR INACCURACIES ARISE THAT WOULD PREVENT TIE CONTRACTOR FROM EXECUTING THIS PROJECT EXACTLY AS INDICATED N THESE CONSTRUCTION DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OO•I I S 2C104,410011 Y`4 NOW � 7 O Q Q 3 IMMEDIATELY WITHOUT PROCEEDING'WTTH THE CONSTRUCTION IN THE AREA IN QUESTION. / NOW _��_�.,.._ a L7 3. A SUBMISSION OF BID SHALL IMPLY CONTRACTOR'S ACCEPTANCE TO THESE DRAWINGS AND ALL EXISTING CONDITIONS. `� �� ~ z LL O C3 ELECTRICAL PLUMBER CER'T,'!'lr, z 3 Q o W n DIVISION-03-CONCRETE ,,SpECTION REQUIRED ON BEAD CONTEi �'Fc; , g In C = _ 1. ALL CONCRETE SHALL TEST AT 3,500 PSI AT 28 DAYS.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT SHALL NOT BE LESS THAN 5%OR MORE THAN 7%BY VOLUME.(TABLE R4022) O g i _ CERTI FICA TE OF Uri' Q W " 2 BOTTOM OF ALL EXTERIOR FOOTINGS TO BE 3.6 MINIMUM BELOW GRADE UNLESS NOTED OTHERWISE. W F- " Q O o COMPLY WITH ALL CODES OF - 3 a a o 3 3. ALL FOOTINGS TO REST ON VIRGIN SOD.WITH A MINIMUM BEARING CAPACITY OF 2 TONS/SQUARE FOOT.CONTRACTOR SHALL HAVE THE LEVEL OF ACCEPTABLE BEARING STRATA VERIFIED IN THE FIELD IF REQUESTED BY BUILDING INSPECTOR O 'T G ���� ' NEW YORK STATE & TOWN CODES j oO SOLDER USED ,'f,' 4. ALL FOOTINGS TOBEBOARDFORMEDANDSHALL HAVE ACONTINUOUS 2"X4"KEYWAY. a �G AS REQUiF:D AND CONDITIONS OF r SUPPLY SYSTEh" 5. STEP FOOTINGS WHERE NECESSARY AND INSTALL AS PER CODE WITH A MAXIMUM RISE OF 1'-0"AND A MINIMUM RUN OF 3'-0" '1 �e CC c 1�1 6. ALL FOOTINGS To HAVE A MINIMUM OF TWO#5 RE-BARS UNLESS OTHERWISE NOTED. t1 " rl® E } Iy�� ' tr EXCEED?J1 p OF r%i, L`i,•" - 7. CONTRACTOR TO LAYOUT,WITH TRANSIT,THE PROPOSED NEW ADDITION,WITH STRINGED LIINFS ON BATT BOARDS WITH 10'-0"OFFSET. �'{�O��n S �0 Jll N(10 0 �0 �/N a N� I �� � � DATE: B.P.#.�.� � � �1' . 5 2�1°44 00 W �� S � I ��",,,,=01ARD ' ! DIVISION-04-MASONRY NOW 222.68' ����- 31VO FEE:� I ^ BY: af',�._ - �'o 'NON NOTIFY BUILDING DEFARTI,� TAT SC Ir ,`TEES Z 1. ALL CONCRETE MASONRY UNITS(CMU)TO BE LOAD BEARING. r u� '5 �IPG V"'r� 765-1802 8 AM TO 4 PM FO. THE �-�-A� ALL P_�l�'. U ,b.� ��,��TE 2. ALL CMU SHALL CONFORM TO ASTM CIA MORTAR SHALL BE TYPE' FOR INTERIOR APPLICATIONS OR TYPE"S"IF EXPOSED TO EXTERIOR/FREEZING ENVIRONMENTS, s � 60 FOLLC W I N G INSPECTIONS,' / &W J LER LINES NE ED lu 1. FOUNDATION - TWO REQUIRED � TESTING BEFORE:CO"'JERING,x,_ DIVISION-05-METALS = FOR POURED CONCRETE o 1. ALL WOOD CONSTRUCTION CONNECTORS TO BE'SIMPSON STRONG-Tff"OR APPROVED EQUAL,INSTALLED ASPER MANUFACTURES SPECIFICATIONS. � O 2. ROUGH - FRAMING & PLUMBINS OCCUPANCY OR � C 2 ALL NAILS SHALL COMPLY WITH ASTM F1667.ALL EXTERIOR FINISH MA.TERIAIS TO BE INSTALLED WITH STAINLESS STEEL NAILS&/OR SCREWS. 3. INSULATION a RETAIN STORM WATER RUNOFF 3. ANCHOR BOLTS TO BE-SIMPSON STRONG-TIE SSTB-16(5/8"0).INSTALL BOLTS V-0"IN FROM EACH CORNER AND YI ON CENTER MAXIMUM.INSTALL MINIMUM 2 BOLTS PER WALL(WFCM 32.1.7,TABLE 32A,&TABLE 3.213) I 4. FINAL - CONSTRUCTION MUST USE IS INA N LAWFUL '- PURSUANT TO CHAPTER 236 4. FLITCH PLATES TO BE INSTALLED WITH 1/2"DIAMETER BOLTS OR AS OTHERWISE NOTED.BOLTS TO BE 16"ON CENTER STAGGERED TOP&BOTTOM.BOLTS TO BE RE-TIGHTENED TWO TABS AT TWO WEEK INTERVALS. O BE COMPLETE FOR C.O. z O ALL CONSTRUCTION SHALL MEET THE WITHOUT CERTIFICATE OF THE TOWN CODE. ��,�` r�` i• ���;.* DIVISION-06-WOOD&PLASTIC � I 1 5,Y mm, REQUIREMENTS OF THE CODES OF NEW ' _ C 1. JOISTS AND RAFTERS TO BE DOUGLAS FUR LARCH#2 AND BETTER LUMBER TO MEET OR EXCEED THE FOLLOWING,FB=875 PSI,E=1,600,000 PSI BARN 15TIN6 BARN TO REMAIN,NO CHANGE YORK STATE. NOT RESPONSIBLE FOR OF OCCUPANCY G o 2 STUDS TO BE DOUGLAS FIR STUD GRADE.FB=675PSI,E=1,400,000 PSL ' DESIGN OR CONSTRUCTION ERRORS. 3. ALL LAMINATED VENEER LUMBER(LVL)TO MEET OR EXCEED THE FOLLOWING,E=2,000,000 PSI.FB=2,600 PSI. I _ 4. ALL PARALLEL STRAND LUMBER(PSL)1-0 MEET OR EXCEED THE FOLLOWING,E=2,000,OOOPSI.FB=2,900 PSI. � '�I16 �' oee � � LAND NSF OF COUNTY OF SUFFOL 5. DOUBLE UP FRAMING AROUND ALL OPENINGS,UNDER PARALLEL WALLS,UNDER BATHTUBS,TILED FLOORS,&KITCHEN CABINETRY. W 136819 I e 6. CROSS BRIDGING SHALL BE INSTALLED AT A MAXDvIUM OF 8'-0"ON CENTER BRIDGING SHALL BE SOLID BLOCKING FOR CONVENTIONAL FRAMING OR DIAGONAL BRIDGING AS PER MANUFACTURES SPECIFICATIONS FOR ALL ENGINEERED LUMBER YI O 7. PROVIDE FIRESTOPPING(FIREBIOCKING)AT MIDSPAN OF ALL BEARING AND NONBEARING PARTITIONS AS PER CODE. �- 3>vecl 8. CONTRACTOR TO PROVIDE 2"X6"BLOCkING ON THE FLAT IN WALLS BEHIND CABINETS,ROBE HOOKS,CLOSET HANG RODS,GRAB BARS,TOWEL BARS,ETC CONTRACTOR TO CONFIRM ALL BLOCKING LOCATIONS WITH OWNER AND ARCHITECT PRIOR TO THE U INSTALLATION OF DRYWALL OR WALL FINISHES. 9. ALL NEW PLYWOOD SUBFLOORS TO BE 3/4"COX DOUGLAS FIR.PLYWOOD TO BE GLUED AND SCREWED TO FLOOR JOISTS,NO NAILS WILL BE ACCEPTED. o \ M 10.RATES AT INTERSECTING PARTITIONS TO BE LAPPED.(8602.32) p � ��d�Nrmrla+•�/ate 4 � S :21044'00" 12 .43NOW � 11.HEADERS NOT INDICATED ON DRAWINGS TO BE(2)2 X 12 MINIMUM UPT010'-0"MAXIMUM.SEE TABLE FOR KING AND JACK STUD REQUIREMENTS FOR ALL HEADERS. - d 12.CONTRACTOR TO INSTALL HURRICANE CLIPS,CONNECTORS,STRAPS,ETC AS PER CODE AND AS DIRECTED BY BUILDING INSPECTOR REFER TO DETAILS THROUGHOUT PIANS FOR FURTHER INFO. Q NOW �'-��i v V (J v 13.ALL LUMBER EXPOSED TO WEATHER OR WITHIN 8"OF FINISHED GRADE TO BE PRESSURE TREATED(8317.1(2)) LINE OF PROPOSED DRYWELL SYSTEM 'I EXALT LOCATION TO BE DETERMINED IN FIELD BY V Ua DIVISION-07-THERMAL&WATERPROOFING cu .171 1. PROVIDE 6 MIL POLY VAPOR BARRIER UNDER ALL NEW SLABS&SCREED COATS(NOT REQUIRED UNDER GARAGE SLAB),ALL SLABS TO RECEIVE STEEL FLOAT FINISH.(8506.23) O i ev,b HONEOV�Q ER INCLUDE EXACT LOCATION ON FINAL �Nmrt t INSTALL 2"RIGID INSULATION(8-10)UNDER ALL INTERIOR CONCRETE SLABS AS INDICATED ON PLANS.RIGID INSULATION TO BE"DOW-STYROFOAM BRAND SCOREBOARD"OR APPROVED EQUAL,INSTALLED AS PER MANUFACID8 s SPECIFICATIONS. \ laod ad° 2 = a-+ wad - p C � ,•,� Q � l� -�+ 3. DOUBLE UNDERLAYMENT IS REQUIRED FOR ROOF SLOPES OF 212 THROUGH 4:12(TABU R905.1.1(2)) Z 135 ve 5..1 4. INSTALL ICE&WATER SHIELD FROM TFIE EAVES EDGE TO A POINT AT LEAST 2'-0"INSIDE THE EXTERIOR WALL LINE AND ALL VALLEYS&HIPS AS PER CODE AND ANY ADDITIONAL LOCATIONS AS INDICATED ON PLANS.INSTALL AS PER MANUFACTURER'S EXI5TIN6 CARPORT _ SPECIFICATIONS. 905.12 p aoeaa , a �f- -F-+ 00 z �A TO REMAIN NO '�' I tt 5. ALL EXTERIOR WALLS AND ASPHALT ROOFED AREAS TO RECEIVE#30 BUILDING FELT INSTALLED AS PER MA SPECIFICATIONS.NO"TYVEK"OR SIMILAR PRODUCT TO BE INSTALLED UNLESS DIRECTED BY ARCHITECT. �.ti COVERING MATERIAL TO BE IDENTIFIED BY PACKAGING BEARING MANUFACTURERS IDENTIFYING MARKS AND APPROVED TESTING AGENCY LABELS. _ ,�3ry l 0 Q V ro 06 6. ROOF CO 7. ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D-3462. EXI5TIN6 COVERED PORG4i 4 5TEP5 TO rr �' • a O �-�-i 00 O � W „1 REMAIN DW% o ' I() 8. FASTENERS TO FULLY PENETRATE THROUGH ROOFING MATERIALS AND SHEATHING. 136 9. FOR NORMAL APPLICATIONS,USE A MINIMUM OF 4 FASTENERS PER SHINGLE STRIP. 10.MINIMUM OF SIX FASTENERS PER ASPHALT SHINGLE ARE REQUIRED WHERE WIND SPEEDS REACH 110 MPH OR ABOVE AND/OR EAVES REACH 20'-0"ABOVE GRADE. EXISTING DRIVE WAY TO� n 11.ALL INSULATION TO BE UN-FACED BATTS INSTALLED WITH 4 MIL POLY VAPOR BARRIER TOWARD HEATED SURFACE.INSULATION TO BE"OWENS CORNING"OR APPROVED EQUAL.INSTALL AS PER MANUFACTURERS SPECIFICATIONS.WHERE EAVE OR CORNICE O +I IN,NO VENTS ARE INSTALLED,A MINIMUM 017 POP AIR SPACE IS REQUIRED BETWEEN INSULATION AND ROOF SHEATHING TO ALLOW FOR FREE AIR FLOW. 0 05 ~y 12 FLASHINGTOBEINSTALLED ASFOLLOWS: APPROXIMATE ATION OF EXISTING a yl X {F a. AT WALL INTERSECTIONS W1TH'THE ROOF. 5EPTIG TANK Y b. AT PARAPET WALL PENETRATIONS. w I o.ae - ;:'•>;• ,� I c. WHEREVER ROOF CHANGES SLOPE OR DIRECTION, � - o e :;;4, ::•;�;'..•x LINE OF PROP05M GK 4 BLUESTONE m I w LINE OF PROP05ED BASEMENT 5 I r,� / Z 5T FR. PATIO 4 STEP5 W/SU LT IN BBQ 13.ALL OPENINGS TO BE PROPERLY FLASHED AND PROTECTED, 7 \ U r T, m DNV q�80 b_ h+1 � 14.COPPER PANS TO BE INSTALLED UNDER ALL EXTERIOR DOOR&WINDOW SILLS DIVISION-09-FINISHES U 1. ALL GYPSUM BOARD FOR NEW WALIS'TO BE 1/2"THICK,CEILINGS TO BE 5/8"THICK UNLESS INDICATED OTHERWISE ON PLANS.SCREW AT 8"O.C.AROUND THE EDGES AND 12"O.C.IN THE FIELD.SCREW ATTACIA4ENTS OF SHEETROCK TO PENETRATE WOOD �i n Ov D) \� " o zl sl i sbz Ol S 9 - w Q � STUDS AT LEASE 5/8",AND METAL STUDS AT LEAST 3/8".TAPE AND 3 COATS OF SPACKLE AND SANDED READY FOR PAINT(SAND TO A FINISH ALL EXTERIOR CORNERS TO HAVE METAL STRIP CORNER BEADS NAILED OR SCREWED AT 4"O.C. r, *-Z '9 - 'I d �' ,+<sl U 2 ALL FINISHED AREAS OF BASEMENTS&ALL BATHROOMS TO HAVE MOSTURE RESISTANT SHEETROCK(GREENBOARD)INSTALLED ON WALLS&CEILING,WITH WATER RESISTANT DUROCK OR APPROVED EQUAL,IN WET AREAS. M"+�1 i 3 3d 1 �H�/o ma ' n w Aq 1--� 3. INSTALL 5/8"TYPE"X"SHEEIROCK ON WALLS&CEILING OF BOILER ROOMS AND GARAGES. A ` �' O 'L)l a �� n L D <S Z ►n il-rT'nz INTERIOR ALTERNATIONS TO EXISTING DIVISION-22-PLUMBING m � n IDENGE TO INCLUDE NEW KITCHEN,MUD 1. ALL NEW WATER PIPING SHALL BE"PEC TUBING AND INSTALLED AS PER CODE&MANUFACIURERS SPECIFICATIONS. I ,• LINE OF PROPOSED DRYNEI.L SYSTEM W.EXACT 0 ROOM,DINING ROOM, 4 (3) ROOMS O I� m BATH . 2 ALL NEW PLUMBING DRAINAGE AND VENT PIPING SHALL BE SCHEDULE 40 PVC ABOVE GRADE AND CAST IRON BELOW GRADE UNLESS OTHERWISE NOTED ON PLANS. I LOCATION TO BE DETERMINED IN FIELD BY ►J--I cc) HOMEOV CHER INCLUDE EXACT LOCATION ON FINAL 3. ALL NEW HOT AND COLD WATER PIPING SHALL BE INSULATED WITH 1E2"THICK ARMAFLEX JACKETS&LOCATED AWAY FROM EXTERIOR WALLS TO AVOID FREEZING. _ ,� SIJRVEY 4. ALL NEW WASHING MACHINE INSTALLATIONS TO INCLUDE'WATTS INTELLIFLOW'SERIFS A2C-M"AUTOMATIC WASHING MACHINE WATER SHUTOFF VALVE OR APPROVED EQUAL. (y o 15TINO ENTRY 5TEP5 TO REMAIN I f y L U 5. PROVIDE CURB WITH PAN&DRAIN TO ALL 2ND FLOOR(OR HIGHER)WASHING MACHINE INSTALLATIONS. m `s 'NOW u U nnnr"n.r nn rm,n•nin rm.m•n,marn �m m nn.mmnn.mrn rtn„n ° I 1 N 2�1°44'00 1= � ILIA 1J.N Z910 1J.N NO2kdb' :,NO'J X16 4813.16' 1TdP`w ia-) 136 NOadY'7N0'7 GENERAL NOTES 1R . ITE PLANSITE PLAN@ 29330 MAIN ROAD S . 2 5 DMAIN ROADV D 1i 0V 2 9 2016 DATE: 11/1/16 SCALE:1" =30'-0" JOB# 16-46 earn'�rloo BUILOINIG DIEPT. TOWN Or SOUTITOLD ASO REVISIONS 1 11/27/16 1 NA I L I NC SCHEDULE 2 REScheck Software Version 4"6.3 TABLE 5.1 FROM WFOM FOR ONE AND TWO FAMILY DWELLIN55 e e JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL REMARKS 3 Compliance Certificate G°�J296MN BOX NAILS �"'� ROOF FRAMING 4 20 GAUGE COIL STRAP. Rafter to Top Plate(Toe-nailed) 5-ad 5-I0d per rafter STRAP TO BEAR 12"ON STW 5 Gelling Joist to Top Plate(Toe-nailed) 5-bd 5-I0d per rafter (5)NAILS EACH END(M) C-elling Joist to Parallel Rafter!Face-nailed) 6-16d 6-40d each I 6 Project Smyth Residence Gell Joist La over Partltlon(Face-nulled) 6-16d 6-40d each lop J Y Dollar Tie to Rafter(Face-nalled) 4-10d 4-10d per tie 7 Blocking to Rafter(Toe-palled) 2-8d 2-I0d each end TIH I Energy Code: 2015 IECC Rim Board to Rafter(1=nd-nailed) 2-I6d 5-16d each end 8 Location: Cutchogue, New York ki6LL 536MN2 iy z Construction Type: Single-family INSULATION 50HEOULE To Plate to T Plate(Face-lulled) 2-Ibd 2-I6d foot 9 Project Type: Alteration To Plates of Intersections(Face-palled) 4-I6d 5-I6d Joints-each side Orientation: Unspecified FLOORS(BASEMENT CEILING) R-30 Stud to Stud(Face-Walled) 2-Ibd 2-Ibd 24•oG. 10 Climate Zone: 4 (5572 HDD) Header to Header(Face-Walled) 160 Ibp 16"O.C.cion edges Permit Date: CEILINGS CLOSED DELL(R 7/INGH) Top of Bottom Plate to Stud(End-nal2-I6d 2-40d per stud JACK � K I NC RE M I RE=MEENT5 Permit Number: EXTERIOR WALLS CLOSED DELL(R 7/INGH) Bottom Plate to Floor Joist,Band tatst,,End palet Construction Site: Owner/Agent: Designer/Contractor: INTERIOR HAI ROXEL - SAFE 'N' SOUND Blocking(Face-nalled) 2-I6d .2-16d-I6d per foot C onstrMain Road Mr. & Mrs.John Smyth )amen Thornton,Architect P.C. CATHEDRAL CEILINGS CLOSED CELL(R 7/INCH) FLOOR FRAMING ROUGH OPENINO 51ZE NUMBER REQUIRED 29330 Cutchogue, NY 11935 29330 Main Road 8 Wichard Drive LESS THAN 64" OPG 2J 2K MIN, 2 STRAPS (EACH END) Joist to St11 Top Plate or Girder(roe-Walled) 4-ed 4-lod per Jolt 64" TO qb" OPG 5J 4 2K MIN 5 5TRAP5 (EACH END) Cutchoge, NY 11935 Oakdale, NY 11769 516-848-4697 Bridging to Joist(Toe-Walled) 2-8d 2-10d each end Bloc 11 to Joist(roe- ed) 2-6d 2-Iod each end Gib TO 138„ OPG 4J $ 2K MIN, 4 5TRAP5 (EACH END) architect.jft@gmail.com � Wan NOTE:RES CHECK CALCULATIONS WERE USING THE BREAKFAST,KITCHEN AND Blocking to Sill or Top Plate(Toe-nailed) 5-16d 4-I6d each block 138” TO 17011 OPO 5J 4 2K MIN, 5 STRAPS (EACH END) SITTING ROOMS ONLY(AREA OF ADDITIONAL WINDOWS AND EXTENSIVE INTERIOR Ledger Strip to Beam(Face-polled) 5-I6d 4-I6d each Jolst m RENOVATIONS) a° •• to °. � x$`���1�-�.��s93+;g�<." .xtF,•- °b. r � s, �, Joie!on Ledger to Beam(Toe-paned) 5-6d 3 IOd Per Joist SILL PLATES ON ALL WINDOWS TO BE DOUBLED Band Joist to Joist(End-nulled) 5-I6d 4-I6d per Joist Bcnd Joist to Joist(Toe-palled) 2-I6d 5-I6d per foot LINTEL SCHEDULE ROOF SHEATHING WIDTH OF OPENING ANGLE 51ZE MIN BEARING u Structural Panels ad IOd See Diagram I " 1 11 " 11 D Envelo >e Assemblies ___ 0-0 TO I-4 PLATE 3/8 x 3 1/2 �Fn luswrHlnls 8 Wallboard 5d coolers 5d coolers IVedge/lo'fold 11-411 ' " " " " $" G �r I-4 TO 4-0 L 3 I/2 x 3 I/2 x 5/Ib W V.f III NS 4'-0" 1— " " " " " ~ O O 4-0 0 6 8 4 x 3 1 T L /2 x 5/16 � 8 U1 W Z I' Structural Panels 8d IOd See Diagram �y �y 1^ ° 6-5" TO 8-0 L 5 x 3 I/2 x 5/Ib 8 W W641 Floor 1:All-Wood Joist/Tru ss:Over Unconditioned Space --- --- --- --- --- Gypsum Wallboard Sd coolers 5d coolers 7'edge/lo'field z u1 Exemption: Framing cavity not exposed. > za zi J FLOOR 5HEATHIN6 Q � Z u Z Wall 1: Wood Frame, 16"o.c. 784 21.0 0.0 0.057 31 Structural Panels I•or less 8d Iod 6'edge/12'fold 0 Q Lo Q < 3 Orientation: Unspecified Structural Panels eater than I" 10d Ibd 6'edge/W fleld DE.S I I N LOADS H z G I� � Czo � Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 172 0.260 45 G SHGC: 0.17 ALL FLOORS LL+DL 60 P5F (L1360) z 3 Q o n PROVIDE 5 8QANCHOR -0"O.C. "' g Ln t _ Orientation: Unspecified / ATTIC LL+DL 30 P5F (L/240) Z In Door 1: Glass 60 0.300 18 MAX.,V-0"FROM EACH CORNER,NO LESS W W = h- > ROOF (ASPHALT SHINGLES) LL+DL 30 P5F (L/240i) W u u SHGC: 0.14 THAN 2 PER SILL,AS PER CODE.BOLTS SHALL = z Ca z Q Orientation: Unspecified EXTEND A MINIMUM OF 7"INTO CONCRETE 3 ~ = C Q co 3 Ceiling 1: Flat Ceiling or Scissor Truss --- --- --- --- --- (TYPICAL) CORNER STUD CONNECTED TO Exemption: Framing cavity filled with insulation INSTALL SIMPSON STRONG-TIE CORNER STUD CONNECTED TO TRANSFER SHEAR(2)16d COMMON Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other #LBPS5/8 BEARING PLATE @ TRANSFER SHEAR(2)16d NAIL @ 6"O.C. VERTICALLY calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements In EACH ANCHOR BOLT _ COMMON REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ICAL) °o VERTICALLY AIL @ 6"O.C. SIMPSON PHD2-SDS3 17/8" ° o °e PRE-DEFLECTED SIMPSON HDU2-2DS2.5 HOLDOWN.FASTEN WITH ° Name-Title Signature Date PRE-DEFLECTED HOEDOWN. (10 1 4 x 3 WOOD )SDS / FASTEN WITH(6)SDS 1/4"x 2 o SCREWS,SEE PLAN FOR 1/2"WOOD SCREWS,SEE LOCATIONS. CNW 5/8 PLAN FOR LOCATIONS. o CONCRETE SLAB COUPLER NUT (ALLOWABLE PLYWOOD SHEATHING TENSION 7900) --_ Project Title: Smyth Residence Report date: 10/26/16 5/8"�THREADED J�'L �T, III Data filename: CALIBRARY\16-46 SMYTH\16-46.rck Pagel of 1 BOLT 8 INTO / v CONCRETE(MIN) ,. tf) is s FOUNDATION WALL WOOD FRAME Lo ~ t c` o p° SLAB ao D E TAIL OF CORNER STUD HOLD DOWN TABLE R301.20) NOT TO SCALE ANCHOR BOLT U oo CLIMATIC AND 6E06RAPHIC DEVON CRITERIA 1 ^ m NOT TO SCALE WIND DE51GN SEISMIC 52EJECT TO DAMAGE FROM WINTER ICE 5HIELD AIR MEAN -I-' o GROUND SNOW TOP06RAPHIG SPECIAL WIND WIND-BORNE DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL V LOAD SPEED EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING FR05T LINE DEPTH TERMITE TEMP REQUIRED ROOF RAFTER HAZARDS INDEX TEMP v 2"AIR SPACE •-- 120(NA55AU) SUFFOLK--HTHIN I51-6m MODERATE AS PER 1500 OR ° CAP SHINGLE CUT BACK PLYWOOD AS U 4 MEAN @� 20 L55 NO NO MILE OF H16H B SEVERE TO HEAVY (5 YES F .MA. LE55 52•a TOP PLATES REQUIRED FOR PROPER �-+ O w .171 I�(SUrFOL COR-A-VENT RIDGE VENTILATION > }' VENT V-400 OR AS •r REQUIRED SHEATHING W/30#FELT (3)Z u MTS12(14 10d NAILS) O c� INSTALL STRAP AT EVERY 3"ROOFING NAILS �--'Icwt+ WOOD POST RAFTER TO STUDL J 0 •"' ROOF SHINGLE CONNECTION O W @ROOF RAFTER TO SIMPSON GALVANIZED 00 DETAILTUD #LST- R STRAP TIE T51MPSON STRONG-TIE ABU4.4 POR 4 x 4 WALL STRAPPING EACH ROOF RAFTER TO . P05T NAILED W/12-I6d NAILS W/2" 3 RIDGE CONNECTION. MINIMUM SIDE COVER NOT TO SCALE INSTALL W/ (22)10d FASTENER,HALF ON SIMPSON STRONG-TIE oo EACH END OF THE STRAP ~' II WOOD STUD CSI6 PROVIDE @ 16"OC. ° END RAFTER (2'-0"O.C.MAXIMUM) ° LENGTH ON AROUND BUILDING END ", PANEL SPANS IF TO 4'-0" RIDGE °a b CONCRETE FOOTING SUBFLOOR LENGTH=14"GAGE=16 " 1" CUT LENGTH=CLEAR I6"MAX e- D E TAIL WOOD POST TO FOUNDATION ;: FLOOR JOIST SPAN+3011 FASTENERS= W ON 28 8d I _ _ _ _ DETAIL OF RIDGE VENT & STRAPPING U �� NOT TO SCALE INSTALL SIMPSON STRONG-TIE F • CSI6 COILED STRAP @ EVERY 4 SCALE:11/2"=11-011 x STUD NAILED WITH(26)8d CLEAR Q G.✓ NAILS SPAN 4 III SII Q O (D � — -- DOUBLE A.C.Q.PLATES 4 1 Z o FOUNDATION WALL I — — — I W �" z U) n1 M INSTALL SIMPSON STRONG-TIE I ( UVB\ /' ~ W CUT � C 0 � `-+ WOOD HEADER #ETP-4 CONNECTOR AT END LENGTH e MIDPOINT OF STUD SPACING. ° LENGTH e ie NAILED W/ (12)8d x 11/2" III I I I `j P� • ' cV x 111_ - - - -III � � l ° • ii INSTALL SIMPSON STRONG-TIE PROVIDE MINIMUM 1" D� ° �i #LBPS5/8 BEARING PLATE @ END DISTANCE e C,,�'► %f) U 51MP50N STRONG--TIE E>G4 POST EACH ANCHOR BOLT GAP NAILED O TIE NAILS (TYPICAL) EQUAL NUMBER OF o ° WOOD POST NAILS IN EACH END ° ANCHOR BOLT @ TYPICAL WINDBOR L @ 2ND FLOOR TO FIRST DETAILDEBRIS STORM PANEL C67 $%DETAIL WOOD POST TO HEADER DLT A ILOF SILL PLATE TO STUD STRAPPING DETAIL FLOOR WALL CONNECTION 9 CODECOMPUMCE PANEL SPANS FROM 6'-0" - 8'-0" DETAILS&RES CHECK NOT TO SCALE NOT NOT TO SCALE NOT TO SCALE 50REW 5PACIN6 NOT TO EXCEED 12" Or, CODE STRAPPING,&GENERAL NOTES DATE: 11/1/16 JOB# 16-46 AnIM r .. , . . REVISIONS 1 2 F" • 3 4 5 6 s 8 • \ 9 n.: " 10 DOWEL INTO EXI5TIN6 FOUNDATION 2'-II' 8'-10' 2'-10' WALL USING#5 REBAR5 VERTICALLY 12"O.G.(TYPICAL) r--- I ---� I I 11,-10' I I I I I ------------------------- -� --- --------�-------------------- ----------------------- --------------------------i N 10 POURED CONCRETE I 4"BRICK FOUNDATION WALL W/4" i G 5FELF BRICK SHELF ON 10"X20" i r , z w CONTINUOUS FOOTING W(2) I I w ~ Z #5 BAR5(TYPICAL) i a \ i Q H O Z Q D QZ 1 i wwZ Ln .°t I > O. GWWLLo I . r L- ---I � QL7QOQ i= ~ � zLL m Lo I IQ OF— O O LL Q Z u W IIr - - Z3 2LuLn z < Ln W ..I u z Li UNEXCAVATED l I I it Q Q Z Z Z Q 4' CONCRETE SLAB WITH bXb 10/10 WWM I c 3 OVER b" COMPACTED GRAVEL I 1 OVER COMPACTED FILL Lu ` I •y� - ~o I EXISTING CRAWL SPACE Z REMOVE WINDOW,DOOR, 4 BILCO STAIR.BLOCK UP I I oF - - - � OPENIN65 A5 REQUIRED. INSTALL 'BULLDOG" F - + - WATERPROOFING ON FOUNDATIONS WALLS. i I\ EXI5TIN6 FLOOR J015T5 TO REMAIN PROVIDE 2�� RIGID INSULATION FDR PROTECTION Q ASSUMED,NOT VERIFIED i - - - - PRIOR TO BACKFILLING I I A I I I 4"BRICK L %ELF REMOVE WINDOW BLOCK!'11 OPENINGS AS _ _... � ' r�x`Q f• O REQUIRED. INSTALL "5U',!DOG" WATERPROOFING - 117 - - — — — — — ON FO%DATiONS WALLS --''ROVIDE 2" RIGID - - Y - _ `� ' w. INSULATION FOR FRO ECTim PRIOR TO BACKFILLING0 DOWEL INTO EXISTING FOUNDATION �4+a� y, ` '� O , �^ WALL U51N6#5 REBAR5 VERTICALLY® 'c'� 12"O.G.(TYPICAL) DOWEL INTO EXI5TIN6 FOWATION WALL ZINC,#5 REBAR5 VERTICALLY 0 MECHANICAL I INSTALL 5/8"TYPE 'X'6YMH BOARD 12' O.G.(TYPICAL) -- --- --------- ----ABOVE BOILER A5 PER CODE APPROXIMATE LOCATION OF EXISTI ———— I � .d ® o SEPTIC TANK O I I -N De (j SLAB ON GRADE 9a BASEMENT K A5W EV,NOT VERIFIED V x NEN POURED CONCRETE 1 �' .9 STEPS TO MEET CODE I 11r U I N 3 C) mI Q � � I . EXI5TIN6 STAIR 4 RAILING TO REMAIN EXISTING FLOOR JOISTS TO REMAIN u I EXISTING FLOOR JOISTS TO REMAIN 0 co NEW INSULATED STEEL DOOR TO BE .� I SELECTED 0 .� NEWGHT IRON RAILIN6 I co O s ►n� p TO CODE al 6 W 10'POURED CONCRETE I I I FOUNDATION WALL ON I I � � .� - - - - - - - � I PROVIDE 4 I CURB 10'X20" CONTINUOUS FOOTING I 1 1 1 PV(2)#5 BARE,(TYPICAL) i --------- L - - - - - - J L - - - _ _ _ J 0 I NEW DRAIN INLET TO TIE INTO NEW 5'-10" Al"I6N OIL TANKS w WELL SYSTEM.SEE 51TE PLAN JALL FLOOR FIN15HFo TO BE 5UELTED BY OWNER WALL SYMBOL KEY ti ALL EX15TlN6!FADERS TO REMAJN.INSTALL NE!^I EXI5TIN6 FOUNDATION TO REMAIN STRUCTURE AS INDICATED. O •d DONEL INTO EXI5TINC FOUNDATION �- PROPOSED CONCRETE FOUNDATION WALL Q o NAIL ZINO#5 REBAR5 VERTICALLY 0 ------- UQF 12 O.G.(TYPICAL) W /> Zm /(/ FOUNDATION PLANT • _ �I o SCALE:1/4=11-0° co CARBON MONOXIDE DETECTOR �••� N FIRST FLOOR: ±1,972 S.F. (NO CHANGE) So 5MOKE DETECTOR C u SECOND FLOOR: ±1,009 S.F. (NO CHANGE) U BASEMENT& FOUNDATION FLOOR PLAN DATE: 11/1/16 JOB# 16-46 . �'! p. 4�. r• .3! .a9�. 5p, I '€ I; ter, .., F ..M F. I ... REVISIONS 1 2 3 4 5 m 6 7 z 8 9 10 BUILT IN BBQ(NATURAL 6A5)WITH 5TORA6E CABINET BELOW(VERIFY BUILT IN 51DE BURNER(PROPANE) 6ARAI DRAWER BELOW (VERIFY 51ZE OF BBQ 3 CABIP,ET PRIOR TO VERIFY SIZE OF OPENING TO CON5TRUGTING BRICK SURROUND) 51ZE OF OPENING TO GON5TRUCTIN5 CONSTRUCTING BRICK 5URROUND) 5TORAI DRAINERS BELOW (VERIFY SIZE OF OPENINI BRICK 5URROUND) CON5TRUCTINS BRICK 5URROUND) NEW FR05T FREE INSTALL HANDRAIL5 AS REQUIRED TO MEET CODE.VERIFY H05E BIB ------ EXACT NUMBER OF RISERS IN FELD ----- L-- ---------------- BENCH \ B / \,/ \ \/ t \ 12"X?/INLET(TO BE \ >12 12'! (TO$E I SELECTED)TO IN TO i i SELECTEij)TO DRAIN TO I O 0NEVI DRYNELL 5Y5Tt-M \ �\ NEW DRYHELL SYSTEM I z w SITTING / / / � W Z } 'r ZZ C3 o Q 1 Q mz O Ln Q ? \ / > a G W W !3 EXI5TIN5 EXISTING DESK / " HANDRAIL TO------, \ I Q >• J I ,~ Z REMAINCOVERED PORCHFl Q m Q Q 3 / \ y DRAIN TO NEW Ln DRYNELL.SEEEXISTIN - -1 - -I - - - - - - -1- \ \ ' W W = SITE PLAN — EG -o so EXI5TIN6 GEILINS JOI5T5 TO REMAIN _\ / \ ` j �\ DN Q = Z\ Z Q Tq CABINET _ Q RAISE PATIO ' m \_ p \ , BWESTONE 4 BRICK N 1-F i 6bb.50 TILE FLOOR x Lj� J o J OHOWER _ L _ 1 J WASHER - - - - 24 DRYER q2'REF. ' CABINET x 1-G \\ — — - — — — - - OUTDOOR SHO! STACKED ENCLOSURE TO BE — — _ B it �\ \ X11 /- ^ \ NEW FRC)5 FREE \ ( °- NEW FRO`�T FREE SELECTED rNS HIM H05E BIB i /> H05E BIB INSTALL NEH Ni NDOW �• 1 H \ 1 I .I , 1-J 1-K 1-L . CENTERLINE CF EXISTING 1 " I _ l' _ / ' �\ �\ \ \ / \ G� t OPENING 3 1/2 X 4 I/4 PS .( LUSH) F - - - - z -- � ' 3611 '_ I I CABINET 1 - - - - - - I I(?)2X10 Q I " " _ � , �, J 3 I/2 x 41 1/4 P5L. U r VENT DRYER"i)F-\nT!OR D.W. KITCHEN /: �` 24°BEV. i C°rN DRAWER I CABIA::'i • ! , —— a re _ o \ BRIDAL IRON -- ----�--- LAS I I I I Q •— r �� ```�^ - 1 1 30" I r y' I sus�N ( fr �=.. - NEW POURED c✓N�.RETE 5T�`PS TO BA5Eh1iM 36" O . I 1 CABINET I REMOVE WALL INSTALL HEADER A5 i_ _ NB�V PILASTERS 4 5-0 WIDE TRIMMED OPENING � TO MEET CODE.36 HIGH RAILING TO BE 1-DD i FARM I I _ _ I+ �INDIGATED IF REQUIRED.INSTALL NEW I I I I I I ��� ''� . ,cG' SELECTED.TREAD 4 R15M DIMENSIONS TO BE --- N I I t•�,, g i ,r. . w GEILIN6 JOISTS A5 REQUIRED.REVIEW IN EXISTIN5 FIREPLACE/MANTLE/HEARTH,NO I I I I < DETERMINED IN FIELD. I�v1s [ELVES FIELD AFTER DEM/OLITION C}IANIBio 36"COOKTOP W/ L- - 18, I X u t \ ) - I I I I 1 P I GARBAGE I DRAWERS BELOW I i� LIVING ROOM U 1 Ike BREAKFAST 'I I I I I 00 CEILIN&BEAMS. CORNER g s 1 I I I INSAREMOLL NEH EXPOSED TIMBER III-! P *� CA NET L-T_ i -- ---- i I l/ tD -4 �- W 2 " 30"WALL L - to v �\ �\ w I I I TRUSSES. I I I w -� p LAZY} 15" CABINET OVEN / DINING RO M susAN - - DRA L I I X w I I NEW I"xb"V-GROOVE GATHMVAL ( Iw V � ON >\ x. r I I n i I I GEILIN6 _ I I ., APPROXIMATE LOCATION OF EXISTING NEW POST TO REST ON EXISTING GIRDER �- u I — —— I — _ __ _ SEPTIC TANK DN EXISTING RIDGE TO REMAIN I I � BELOW S' g s I I BAR ,,, V F r------ , ---- 30"LIQUOR I Cw 118" 124' l/I I x I I 1 I I I c Q v a PULL OUT I DRAWERI WINE _ I ( ( II ~ I DRAWERS I 4� ASE I MIDGE I �r EXISTING STAIR d RAILING TO I I I I I I I � �� Q '" r REMAIN VENT KITCHEN HOOD TO EXTERIOR REVIEW POSSIBLE LOCATIONS IN FIELDSD NEW PILASTERS AT EXISTING OPENINGS I -- x I I I I x 1-R �'� " . C AFTER mmou nm I I sD ''I I I I r �-+ °O 'c� EXISTING STAIR E RAILINS TO— CZ �'o REMAIN OFFICE I I �✓ r�. � O � W sn IIA PILASTERS AT EXISTING OPENINS co I I III III X Q, 1-BB w r - DRAIN TO NEH DRrKELL.SEE 511E PLAN z g s �--•� O c� 5'-10" 1-AA 1-Z FOYER - 1-W T' ALL FLOOR FIN15HE5 TO BE SELECTED BY OWNER 1-YJy W m WALL TO ALIGN WITH EXISTING mss = YELL SYMBOL KEY ` U FOUNDATION 6N N ALL EXISTING LEADERS TO REMAIN. INSTALL NEW - -- - STRUCTURE AS INDfGATID. =- - - -_ RA15E HANG ROD UP EX15T1N5 WALL TO REMAIN Q LINEAR FLOOR DRAIN O Lf) 1-X PROPOSED NEW STUD WALL Q O ——————— EXISTING t WALL TO BE REMOVED w Z FIRST FLOOR PLAN CARBON MONOXIDE DETECTOR W so SMOKE DETECTOR co (�) SCALE:1/4=1'-0" E—I N O FIRST FLOOR: ±1,972 S.F. (NO CHANGE) SECOND FLOOR: ±1,009 S.F. (NO CHANGE) �D V PROPOSED FIRST FLOOR PLAN DATE: 11/1/16 JOB# 16-46 y . n REVISIONS 1 2 42'BUILT-IN BBQ,VERIFY SIZE OF GUT , OUT WITH BBQ SPECIFICATIONS PRIOR TO ` 3 CONSTRUCTION, INSTALL A5 PER MANUFACTURERS SPECIFICATIONS 4 5 BUILT-IN SIDE BURNERS,VERIFY 51ZE OF 6 GUT OUT WITH SPECIFICATIONS PRIOR TO 7 CONSTRUCTION, INSTALL AS PER MANUFACTURER'S SPECIFICATIONS 8 / 9 BBQ STAINLESS STT:EI.ACCESS DOORS s «.'. 10 DRAWER,VERIFY 51ZE OF GUT OUT WITH -- SPECIFICATIONS PRIOR TO CONSTRUCTION. INSTALL AS PER MANUFACTURERS 2"BLUESTONE GAP ® -- SPECIFICATIONS l"_- FINISHED ATIO To O � GARBAGE � BELOFISTING FIN$SHED FLOOR m � E 51 DRAVER � AGG 5 I I o I -;[ - —J�JCJL—J�� - 1 = I Do`o>b sTORA6E DRAWER =11_ �O�OC� - f � OCIO�COO�I�O���C�[� �' _ BRICK RISERS _ —— f RC1=�I ,- / 2 THICK BLUESTONE TREADS 5TAINLE-55 STEEL 6ARBACE DRAWER,VERIFY 517E OF GUT4"CONCRETE SLAB a _% o �,�, OUT WITH SPECIFICATIONS PRIOR TO CONSTRUCTION, o u INSTALL A5 PER MANUFACTURERS SPECIFICATIONS ) < J LU ~ W z z POURED CONCRETE FOUNDATION WALL5,5EE PLANSC3 X to FOR 517E oInQ _ ELEVATION O N @BBQ SECTI > aQj Lu Q �. � � � z A - z ° - Ln —� SCALE: 1/2" = 1'-0" ° d z ,L o Q I U z3Q2WIll P W NEW ° � JUILJ = � W Llj P KlTCHHVAC a ° ° F- = o Q o I HVAC SYSTEM I I / s I i ATTIC I I WINDOW & EXTERIOR DOOR SCHEDULE - FIRST FLOOR 10/26/2016 T LOCATION SIZE(APPROZIMATE) MANUFACTURER STYLE MODEL# NOTES rcl 1 «-�N1UD ROOM MISSINGFRENCH DOOR �. �� u j 3 ACW W SITTING ROOM 5'-0"x5'-4" ANDERSEN "A"SERIES CASEMENT ( ) 1854 VERIFY IN FIELD v- ., �' 1-�� SITTING ROOM 10'-0" 0 x 5'-4" ANDERSEN "A"SERIES CASEMENT PICTURE+CASEMENT 1854-6854 18'4 VERIFY IN FIELD Vel 1-U SITTING ROOM 5'-0"x5'-4" ANDERSEN "A"SERIES CASEMENT (3)ACW 1854 _ VERIFY IN FIELD �;; �o.f' 1-> SITTING ROOM 5'-0"x5'-4" (3)ACW 1854 VERIFY IN ANDERSEN "A"SERIES CASEMENT / FIELD 14 SITTING ROOM MISSING FRENCH DOOR MATCH 1-A 1-G KITCHEN 1'-8"x 2'-7" ANDERSEN "A"SERIES CASEMENT (3)ACW 1854 SD 2-A 2_B 2 C 1-H BREAKFAST MISSING FRENCH DOORMATCH 1-A U o 1-i BREAKFAST MISSING DOUBLE HUNG ADH 2430 0 BUIL BUREA 1-.1 DINING ROOM 2'-0"x 5'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2054 VERIFY IN FIELD o I V 1-V DINING ROOM 2'-8"x 5'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2854 VERIFY IN FIELD V 1 I- DINING ROOM 2 0 x5 4 ANDERSEN A SERIES DOUBLE HUNG I �_ i " 1 n n n Nr _ ADH 2054 VERIFY IN FIELD o 1-M LIVING ROOM MISSING ANDERSEN "A" SERIES FRENCH DOOR MATCH 1-A ' "J LIVING ROOM 5'-4" x 5'-4" ANDERSEN "A" SERIES CASEMENT V BEDROOM #1 0 «\ C' ry � / 3 ` ACW 2854 VERIFY IN FIELD, NEEDS MUNTIN BARS? o :+ } 2- 2-D 1-2 LIVING ROOM 5'-4" x 5'-4" ANDERSEN "A"SERIES CASEMENT ACW 2855 VERIFY IN FIELD, NEEDS MUNTIN BARS? 1 ' Y 2-J cu 1- LIVING ROOM HOLD Q 1-Q LIVING ROOM HOLD u -- _I J MASTER BEDROOM 1-R LIVING ROOM HOLD O -4 ;u,O sP - 1-S LIVING ROOM 3'-4"x 2'-4" ANDERSEN "A"SERIES CASEMENT (2) ACW 1824 VERIFY IN FIELD u x Cc s S° 1-T LIVING ROOM 3'-4"x 2'-4" ANDERSEN "A"SERIES CASEMENT (2)ACW 1824 VERIFY IN FIELD Q RELOCATE EXISTING DOOR- F \� m BmRRow�b LIcIIT fi TRANSOM WINDOWS 00 O � W 4° 1-U DINING ROOM 2'-0"x5'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2054 VERIFY IN FIELD 1-V DINING ROOM 2'-8"x 5'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2854 VERIFY IN FIELD 1-W DINING ROOM 2'-0"x5'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2054 VERIFY IN FIELD s i •-- i I �s AT # , � � i � 1-' FOYER EXISTING EXISTING EXISTING EXISTING 1-Y BATHROOM#1 2'-0"x4'-0" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2040 9' \ `- VERIFY IN FIELD- FROSTED GLASS E--� BU BUREA \ 'BRDAN'#Q -150 EXHAUST t '-5" - " H' 1­7_ OFFICE 2'-8"x 5'-4" ANDERSEN "A"SERIES DOUBLE HUNG - ADH 2854 VERIFY IN FIELD sD FAN DUG TO EXTERIOR - _ 1-AA OFFICE 2'-8"x 5'-4" ANDERSEN "A"SERIES DOUBLE HUNG 3';11112'- ADH 2854 VERIFY IN FIELD REMOVE EXISTING DDDR d JAMB. 19f o�b�" 1-BB OFFICE 2'-8"x 5'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2854 VERIFY IN FIELD PATCH WALL AS REQUIRED I (/2 '� 2-I im o, 1_CC OFFICE 2'-8"x 5'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2854 VERIFY IN FIELD g® - so co t 5 0 X 3 4 ANDERSEN A SERIES CASEMENT 3 ACW-1834 VERIFY w m # 1-DD KITCHEN '- ( ) IN FIELD `� EE MUD ROOM 1'-8"wX 2'3"t oval ANDERSEN "A" SERIES SPECIALTY AOVLD1824 U BEDROOM #2 31/2 _ _ w o a it ST R_BATHD WINDOW & EXTERIOR DOOR SCHEDULE - SECOND FLOORW o Lr)° 10/26/2016 t — — — — — — — — — — — — — — I _+ 5HEETROCK OVER WINDOW UNIT LOCATION SIZE(APPROZIMATE) MANUFACTURER STYLE (� Lf) z — — — — -- MODEL# NOTES - - - - - w z BENCH 116 2-A BAEDROOM#1 2'-8"x4'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2844 VERIFY IN FIELD 2-B W.I.C. 2'-8"x 4'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2845 VERIFY IN FIELD W 6 2-H ALIGN zl 2-F 2-C MASTER BEDROOM 2'-8"x4'-4" ANDERSEN "A"SERIES DOUBLE HUNGx U ADH 2846 VERIFY IN FIELD n 2-D MASTER BEDROOM 3'-4"x 2'-4" ANDERSEN " A"SERIES CASEMENT (2)ACW 1824 VERIFY IN FIELD c,4 ,��, b.... s ALL FLOOR FINISHES TO BE 5ELr:Y TED BY OWNER q� IDN 2-E_ MASTER BATHROOM 3'-4"x 2'-4" ANDERSEN "A"SERIES CASEMENT (2) ACW 1824 VERIFY IN FIELD r V MLL 5YMBOL KEY ALL EXISTIN6I�EADERS TO REMAIN.INST NEW STORAGE I � 2-F MASTER BATHROOM 3'-4"x 4'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 3444 VERIFY IN FIELD "� � � STRUCTURE AS INDIGATM. �y __ EXI5TIN6 WALL TO REMAIN 2-G STAIRWELL 2'-8"x4'-8" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2848 VERIFY IN FIELD U ALL NEW DOORS TO MATCH EXISTING.MATUf 2-H BEDROOM #2 3'-4"x 4'-4" ANDERSEN "A"SERIES DOUBLE HUNG ADH 3444 VERIFY IN FIELD EXISTING HARDWARE 2-G EXISTING STAIR E HANDRAIL TO PROPOSED STUD WALL 2-i BEDROOM#3 2'-8"x4'-8" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2848 VERIFY IN FIELD REMAIN =_____= EXI5TING WALL TO BE REMOVED 2-J BEDROOM#1 2'-8"x4'-8" ANDERSEN "A"SERIES DOUBLE HUNG ADH 2848 VERIFY IN FIELD SECOND FLOOR_ PLAN CARBON MONOXIDE DETECTOR •� PROPOSED SECOND SCALE:1/4=1'-0" So SMOKE DETECTOR FLOOR PLAN a,V FIRST FLOOR: ±1,972 S.F. (NO CHANGE) DATE: 11/1/16 SECOND FLOOR: ±1,009 S.F. (NO CHANGE) JOB# 16-46 c