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HomeMy WebLinkAbout46294-Z � gNfFOI Town of Southold 10/17/2023 P.O.Box 1179 W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44655 Date: 10/17/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: Heathule Ave.,Fishers Island SCTM#: 473889 Sec/Block/Lot: 9.-6-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/16/2021 pursuant to which Building Permit No. 46294 dated 5/21/2021 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: alterations and additions, including;deck and sunroom with storage room below to existing single family dwelling as applied for. The certificate is issued to Congdon,David&Margot of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46294 10/2/2023 PLUMBERS CERTIFICATION DATED 3/26/2023 f\eflftiV&Plu ing 00dignature ��SUFFoc TOWN OF SOUTHOLD a BUILDING DEPARTMENT y TOWN CLERKS OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46294 Date: 5/21/2021 Permission is hereby granted to: Congdon, David PO BOX 484 Fishers Island, NY 06390 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: Heathule Ave., Fishers Island SCTM #473889 Sec/Block/Lot# 9.-6-2 Pursuant to application dated 4/16/2021 and approved by the Building Inspector. To expire on 11/20/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $649.60 CO-ADDITION TO DWELLING $50.00 Total: $699.60 Building Inspector pF SO!/TyQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Jamesh(@,southoldtownny.gov Southold,NY 11971-0959 Own BUILDING BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Margo & Davaid Congdon Address: 499 Heathule Avenue city:Fishers Island st: New York zip: 06390 Building Permit#: 46294 section: 9 Block: 6 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: LaFleche & Sons Electr Electrician: Chris LaFleche License No: ME-35821 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures 5 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 30 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 4 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 16 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge,1 double oven,1 daul range,1 dishwasher,1 draw dishwasher,1 hood, 1 mini fridge,1 uc toe kick heater,2 plug mold strips Notes: RENOVATION Inspector Signature: Date: October 2, 2023 499 heathule ave �j�O��OF SO�j�,l<<-. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 12, BUILDING DEPARTMENT TOWN OF SOUTHOLD JUN 202 71 .,PwG DEPT. CERTIFICATION Date: &23 Building Permit No. 46294 Owner: Loy) c) lease print) Plumber: (Please' print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this Zt- day of 20,?\3_ Notary Public, < Count), 46 01)LP 01-57 z1f,41 1 7- o3 1 aoF SOUTy TOWN OF SOU THOLD BUILDING DEPT. , �`y�OUrm 765-1802 INSPECTION [Vfo`FNDATION 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 REM RKS: DATE ZX-1 INSPECTOR o�aofSOUIyo - ti � # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ - I FOUNDATION 1ST [ ] ROUGH PL13G.- [ ] FO NDATION 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: 00 to,00000 -��-�s.,..�..�� �t�••-`a�a.�. a�rte. c DATE D�!`� Z INSPECTOR • Irg so TOWN OF SOUTHOLD BUILDING DEPT. co631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU H 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 �[` ] P_RE C/O [ ] RENTAL REMARKS: qw4v--,�zc04, RWAC'� v R 6hpl& — Ad Dak, S l UASA co Eon� r L010-00, a � ZOn DATE J117 IW4 INSPECTOR o��pF SOUTy� Go �L TOWN OFIckov, SOUTHOLD BUILDING DEPT. �O `ycourm��'` 631-765-1802 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 [ ] RENTAL REMARKS: i�L�t '4'1 �q r need-5 arc, c e L � i I✓� � � �4l,i�t. 1 DATE J- o�FINSPECTOR A r4f Sollp, TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATION/CAULKING FRAMING /STRAPPING [%,r'FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIR RESISTANT PENETRATION L ELECTRICAL (ROUGH) LECTRICAL (FINAL) CODE VIOLATION PRE C/O RENTAL REMARKS: or v DATE INSPECTOR Y J(2-9 `t Sean O'Kane AIA Architect PC AIA 412 Main Street Suite#8 Ridgefield,CT 06877 203-438-4208 www.sokaia.com September 13,2021 Mr.Michael J. Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Re:Congdon Residence,499 Halcyon Ave., Fishers Island,NY Dear Mr.Verity, We are writing to certify that the foundation for the addition to the above residence has been installed in strict accordance with our plans,a copy of which is attached. Very Truly yours, Richard A.Adamski,Architect. EDD A. EW�` cc:Mr Gary Mislick f CJ a N HP Broom Builders a *� �� i}T. SEAN O'KANE A.I.A. Tel: 203.438.4208 ARCHITECT P.C. 'i � Fax: 203.438.6495 412 MAIN STREET#8 D s.okane@snet.net RIDGEFIELD, CT 06877 MAY -712022 www.sokaia.com BUILDING DEPT. TOWN OF SOUTHOW TRANSMITTAL To: Town of Southold NY From: Richard Allen Adamski Address Pages: Permit#46294 Fax: Date: 4/29/2022 ' Re: Congdon Residence CC: 499 Halcyon Ave,Fisher's Island NY nw .-. q — : . esu-�hul� Re: Insulation Certification Dear Town of Southold Building department, This letter is to certify that to the best of my knowledge the insulation installed on this project was done per the plans and specifications and meets or exceeds the current 2020 NYS building code. Respectfully, Richard Allen Adamski, Architect. SEAN O'KANE A.I.A. Tel: 203.438.4208 ARCHITECT P.C. E C E Q v E Fax: 203.438.6495 412 MAIN STREET #8 MAY, ® � ��� s.okane@snet.net RIDGEFIELD, CT 06877 ;_ www.sokaia.com RU U-DING Ml'T. - TO aFSOUTHOW TRANSMITTAL To: Town of Southold NY From: Richard Allen Adamski Address Pages: Permit#46294 Fax: Date: 5/2/2022 Re: Congdon Residence CC: 499 Halcyon Ave,Fisher's Island NY Re: Framing Certification Dear Town of Southold Building department, This letter is to certify that to the best of my knowledge the framing installed on this project was done per the plans and specifications and meets or exceeds the current 2020 NYS building code. Respectfully, Richard Allen Adamski, Architect. �,��kEo A ti i -A SEA 09'KA .Aw.I.A. Tel 208,438.4208 AROUTE T P.+C. RIDGEFIELD, CT 0687? � www.sok►ilxom '�UaVi+ti�Df,:S'OUTH'. . TUNSM11TAL To Town of Southold NY Framz Richard Allen Adamski ,dress Pages:: Permit#46294 Vax page; 7/5/2022 Ae: Congdon Residence Ce 499 Halcyon Ave., Fisher's Island,NY Re: Insulation Certification- Attached Dear Town of Southold Building Department, This letter is to certify that to the best of my knowledge the insulation installed on this project was done per the plans and specifications and meets or exceeds the current 2020 NYS Building Code. Respectfully, Richard Allen Adamski,Architect 024212 �t :0 ON212 SEAN.00 ANE AXA. Teh 203.435.4208 412MAIN STREET#13 RIDGEFIELD, CT:46877 OF 0 44- 22 www.sokaia.com lLU TRANSMITTAL. To: Town of Southold NY From: Richard Allen Adamski Address Pages. Permit#46294 fax Date: 10/3/2022 . Re: Congdon Residence CC: 499 Halcyon Ave., Fisher's Island,NY Re: Deck Framing Certification Dear Town of Southold Building Department, This letter is to certify that to the best of my knowledge the deck piers, deck framing, and holdowns were installed on this project in accordance with the plans and specifications and meets or exceeds the current 2020 NYS Building Code. Respectfully, Richard Allen Adamski,Architect 024212lei- ; }j nz SF,AIV Q'KANE A.Q.A. `T'ela 203.438.4208 AR C ITECT P.C. ; 412 MAIN STREET A .' 1 :-', ; 1 �;^`� �._, .. 1 '� s,okajoe@S,netnet .R1DGEFJX , CT 0687? www. aa.cOm MAY 2 6 2023 TRANSMIUAL To., Town of Southold NY :.. Richard Allen Adamski T-Actress Pages; Permit#46294 Fax Date: 5/25/2023 Re: Congdon Residence CC: 499 Halcyon Ave., Fisher's Island,NY Re: Deck Railing Safety Glass Certification Dear Town of Southold Building Department, This letter is to certify that to the best of my knowledge the deck railing safety glass was installed on this project in accordance with the plans and specifications and meets or exceeds the 2020 NYS Building Code. The invoice for the tempered glass is included as an attachment for your reference. Respectfully, Vit:��..�: _;�.r'•• .. Richard Allen Adamski7 Architect ;� � � �•"` 024212 I Tri.-State Glass company LLC. CT LIC #:.FGl 1040, AGI:1041 lnWDate $57 Middlesex Turap ke 007849: o�/�6rz©22 Old Saybrook, C1' 06475 Cu".' 860520836 PriccGat. GS, CASH. (860) 38$4091 /Fax.($610) 3.95-4257 P p Sold By I11 TI'By H.P.. oom Housewright.Inc, -` Br ! 162 Ferry Rd. 0.6.Box To MAY 2 6 2023 Hadlyme;CT 08439 Lrt bus.: 860 526-9836 Fax: 860 526-2647 : qty Part.. Thiciaiess Description'. l isr )'rice Total 3/8"Tempered Glass-Panels For Railing System 4 FGTCL 3/8 .34.-1/4.X 22-314 Flat Glass Tempered Clear 198.84 198.84 795.36 3--FGTCL 3/8 343/8 22-3/4 Flat Glass Tempered Clear 198.84. .198:84 .5.96.52 1 FGTCL 318 33-3f4 X 223/4 Flat Glass:Tempered Clear 187.79 187.79 187.79 2 FGTCL 3/8 44-112 X:22-'314 Flat Glass.Tempered Clear 254.07 254.07 508.1:4 1 FGTCL 3/.8 44-378 X.22-374 Flat Glass Tempered Clear 254;07 254.07 254.07 1 FGTCL 3/8 33-5f8 X`22-3/4 Flat Glass Tempered Clear 187.79 187.79 187.79 1 FGTCL 3/8 34-1/8 X 2273/4 Flat.Glass7empered Clear 198.84 198.84 198:84 1 FGTCL 3/8 3579/16 X:22-.3/4' Flat Glass Tempered Clear 198.84 198,84 198.84 1 FGTCL 3/8. 34-1/2X.22-3/4 Flat Glass Tempered.Clear 198.84 198.84 198.84 1 FGTCL 318 `33-1/4 X22-3/4. Flat Glass Tempered.Clear 187.79 187.79. 187.79 1 LABOR Labor Charge 1850.00 1;850.00 1850.00 1. Ferry:Fees 204.75 204.75, 204.75 2.AdU.lts and.1:Commercial,Vary Note: Stop material-s hardware, and fasteners.supplied by`contractor.Tri State. Glass:Co is.suppling the glass and labor to help install glass, Install.Date., 6714/22. LOCATION OF NsTALL: Congdon Residence / 249 Halcyon Ave Fishers Island, NY 06390 SPECIAL INSTRUCTIONS Labor 1850:00 Charged on accdi�ht Subtotal 5368.73 All material sold on;this invoice.is guaranteed-to.betas specified, and is.not,safety glazed material unless.so marked. It is,sold with.the understanding that this material will not.be:.,glazed.in'a Phazardous location" as defined by the Consumer Product:Safety GomiSSion,;All Tax.: 340.91. merchantiise.returned.forcred'it,refund or exchange must be in resaleable condtGon;authorized for return;accompanied by this receipt,and'. may be sublectt6 restocking fee. No returns.will be'.authorized for special..ordePs or cut flat glass. Total 5709.64 Balance 5709.64. RECEIVED f3Y: 3/23122 2:32pm by ADMIN Updated.6/16122,9:D3am by ADMIN ,F 412 MAIN MEET#9 6 oka Ezoz z V Nnr . f...-h \C-1 /k. ` I t Town of Southold NY 'r=* . Richard Allen.Adamski Pages.'. Permit#46294 00q. 5/25/2023 Reo Congdon Residence. :G: 499 Halcyon Ave.,Fisher's Island,NY Re: Deck Railing Safety Glass Certification Dear Town of Southold Building Department, This letter is to certify that to the best of my knowledge the deck railing safety glass was installed on this project in accordance with the plans and specifications and meets or exceeds the 2020 NYS Building Code. The invoice for the tempered glass is included as an attachment for your reference. Respectfully, Richard Allen Adamski,Architect 024212 'fl : .l . �i•• OF Tri-State Glass Comipany LLC. CT LIC #-. FG1 1040, AGI 1041 Inv.# 10011849 Dale 06116/2022 857 Middlesex Turnpike Old Saybrook, CT 06475 Cust.# 8605269836 Price Cat GS,CASH (860) 388-4091 /Fax (860) 395-4257 P.O.# Sold By Inst'l By H.P.Broom Housewright Inc. 162 Ferry Rd. P.O. Box 70 JUN 1 2 2023 Hadlyme,CT 06439 Bus.: (860)526-9836 Fax: (860)526-2647 0- Qty I Part Thickness I Description List Price I Total 3/8"Tempered Glass Panels For Railing System 4 FGTCL 3/8 34-1/4 X 22-314 Flat Glass Tempered Clear 198.84 198.84 795.36 3 FGTCL 3/8 34-3/8 X 22-3/4 Flat Glass Tempered Clear 198.84 198.84 596.52 1 FGTCL 318 33-3/4.X 22-3/4 Flat Glass Tempered Clear 187.79 187..79 187.79 2FGTCL 3/8 44-1/2 X 22-3/4 Flat Glass Tempered Clear 254.07 254.07 508.14 1 FGTCL 3/8 44-3/8 X 22-3/4 Flat Glass Tempered Clear 254.07 254.07 264.07 1 FGTCL 3/8 33-5/8 X 22-3/4 Flat Glass Tempered Clear 187.79 *187.79 187.79 1 FGTCL 3/8 34-1/8 X 22-3/4 Flat Glass Tempered Clear 198.84 198.84 198.84 1 FGTCL 3/8 '35-9116 X 22-3/4 Flat Glass Tempered Clear 198.84 198.84 198.84 1 FGTCL 3/8 34-1/2 X 22-3/4 Flat Glass Tempered Clear 198.84 198.84 198184 1 FGTCL 3/8 33-1/4 X 22-3/4 Flat Glass Tempered Clear 187.79 187.79 187.79 1 LABOR Labor Charge 1850.00 1850.00 1850.00 1 Ferry Fees 204.75 204.75 204.75 2 Adults and 1 Commercial Van Note: Stop materials, hardware, and fasteners supplied by contractor.Tri State Glass Co is suppling the glass and labor to help install glass. Install Date: 6/14/22 LOCATION OF INSTALL: Congdon Residence 249 Halcyon Ave Fishers Island, NY 06390 SPECIAL INSTRUCTIONS Labor 1850.00 Charged an account Subtotal 5368.73 All material sold on this invoice is guaranteed to be as specified,and is not safety glazed material unless so marked. It Is sold With the Tax 340.91 understanding that this material will not be glazed in a"hazardous location"as defined by the Consumer Product Safety Comission.All merchandise returned for credit,refund or exchange must be In resaleable condition,authorized for return,accompanied by this receipt,and may be subject to restocking fee. No returns will be authorized forspecial orders or cut flat glass. Total 5709.64 Balance 5709.64 RECEIVED BY: 31231222:32pm by ADMIN Updated 6/16/22 9:03am by ADMIN is S.�wicmei"'R0$C`•1D+GL'S. .. Quaiity .insulation.:of'EasteM, . CT Alt ins meets 2020 IRC`Insulation. requirements JUL' 8 ?_022 BUILDING DEPT TOWN OF SOUT19'"`r instalted thsutatiG C.. . rtificatem We:ceit%fy that:the insutation material fate her4w'as installed at ttie address:tis#ed below:: `:.:Otherflian`;.; '.jposeaiil only .: `;,; '.:f?aluminum jolt;ally:' loose fits& - �. ,inthal Installed& Aluminum' Foam No,of Covet8ge': :` f, nimu►tr'SeEed : ::Ait.:Spaces: ,':; f3iieckion of. Lagse Fill Kraft ilnfaced: Qps . Foil. rvclosed BIBS® !2 Valine: Thickness: Pk Aiea(Sly Thickness: No tTh�cicness Heat Flow El ❑ O FX (]. C] 49 Attic:. ,.ex To„El F. X 30 4:5°' �p 564. . F[o yrs ❑ N ❑ 5 :❑ ( :Q ib1! ✓: 21 3''' MA 23. T X . Walls fl � h W ► Q li� 1 �. V is X. 29 t' Q mien ❑ Base X fl: fl fit tccvi 1 t k Wrak 5 J a e" Cra tint! [ Q .11 Q Q fl ' 1.5. Other. 3, X ❑ � Q _ . v �rnll a � U�o Contractor. . Address;ai t:otNumber V Signafrtre�' City,$T Zip-. 0050 TitleiE�t t''tfY1f Date Installed: y 1 acsik . 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IF ti �� *�1 �• 1.,�51yI.a�� I_♦! } i «•i .:�{ _ �• �� �. .y s '•x -- - .r 'j_':ra. �f ._� ��. .off 1 ��• L `�, 3.r � � t.�M -..::�+ ti: r ILL i0 4 .i s - ,ti e" � T s j ST}i���`{ 'f• f�T�t9�'�d�✓.���yy'lf�;��� �#� {y��p, �'� f� �'�� w `w • YY �x1 i AA i- ./ 9S ' J Tr, iP S' i .y. .a'►� {. �.,. fir'. 2MIQ r" • • e MEOW lw ROUGH FRAMING& PLUMBING INSULATION.PER N.Y. •D �s ,► � � r �(� 1 � ' . • lei�� ,�, � . , i TOWN OF,SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hLtps://www.southoldtommu.szov Date Received APPLICATION FOR BUILDING PERMIT ------ For Office Use Only APR PERMIT NO. Building Inspector: -Applications and fornns1nust be filled out in their entirety.,Inco' m' plete applications will not be accepted. Where the Applicant is not the owner,pri 6w' nees Authorization'form(Page 2)shall be conipleted.,: Date: 441-12- ( 7107- OWNER(S)OF PROPERTY-.-, N a m e: "I> SCTM#1000- Jdo Project Address: L kc - Phone#: 7e5-k_-- m1p.-9'di qrA Wk I• C.0 AA Mailing Address: CONTACT,PE RSON: Name: Mailing Address: (Co- .--to -L ---- Phone6 1. Email: V 4% DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: 2.4-t q'3 Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OFPROPOSED CONSTRUCTION E]NewStructure [FAddition ElAlteration E]Repair ElDemolition Estimated Cost of Project: Dother $ SQ .ODS Will the lot be re-graded? OYes [ Ko Will excess fill be removed from premises? OYes 2No ,PROPERTY,IN_FORMATION'- Existing use of property: S'.:ro�%4 sw,Vv�`NK Intended use of property: St Y%4k Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to 1?-- $e this property? ❑Yes C1lo IF YES,PROVIDE A COPY. Chetll B®7c after,Rda4li*: The owner/commcWr/desWi profasstoirel Is fesporMble for ali drainage and smnn water Issues as provided by Chapter 236 of life Town Code:APAlECJ4TIQH iS HEREBY MADE tp the BiflHdtng bepartment tar the Issuei►co of o BuHding Permit pursuant to the BuIlding zone OFdJnanoe of the Toiwt otSouthotq,SfiffoUy eountr;iilewYoA ani!olh appiteable laws,0idinaam'oriq''''' '—' ,for the constiuctlon o}buUdings, additions,'aiteratlonsorforretn' lar`denfolRionasherein'desoritied.llieappli�iitagreesto'io;npiyaiwithiillappHeabiotaws;o�dleanees,tndldi code as housing code and regulations and to admR autliosized inspectois on"premises ai d Iri buHdin s)for ncoassary tnaAections,False steeeinerrts made herein are punishable as a'CiassA`nfisdemeanor purswnt toSectfos 230AS of the New y6rkstate Penal lair. Application Submitted By(print name): 'i�Authorized Agent C1 owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF n ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the CZO Ir V tic (�, <�N .c-�Ir- (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this qday of 20M Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) i,— ��1> y._ ✓1 residing at [ ` GTQ as,, �M►fQiYJ r� r�. CS do hereby authorize 14.k +►fi:to apply on my behalf to the Town of Southold Building Department for approval as described herein. _ .- ------ ,-Ow e s Signat a Date v t d j- Print Owner's Nanj 2 i EE0 � � �";Offot APR 12.2022 ING DEPARTMENT- Electrical Inspector BUILDING C* TOWN OF DEPT TOWN OF SOUTHOLD 1R�Rn Hall Annex- 54375 Main Road - PO Box 1179 W • Southold, New York 11971-0959 '*4 O� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr a(�.southoldtownny.gov- seand aasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04/06/2022 Company Name: Connected Systems LLC Electrician's Name: Jason C. Zelek License No.: 45453-ME Elec. email: and@connectedsystemsct.com Elec. Phone No: 860-434-1788 01 request an email copy of Certificate of Compliance Elec. Address.: 159 Boston Post Road, Suite D, Old Lyme CT 06371 JOB SITE INFORMATION (All Information Required) Name: Margo & David Congdon Address: 499 Heathule Aveune, Fishers Island NY 06390 Cross Street: Equestrian Avenue Phone-No.: 860-434-1788 Bldg.Permit#: 46294 email: Tax Map District: 1000 Section: 009 Block: 06 Lot: 002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Convert small porch to livable space. Mechanical Room renovations. Square Footage: 12800 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In Final Do you need a Temp Certificate?: ❑ YES FV-] NO Issued On Temp Information: (All information required) Service Size❑1 PhF-]3 Ph Size: A # Meters- Old Mehr# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION CP d-0 \ ti Verity, Mike From: Chris LaFleche <chris@laflecheelectric.com> Sent: Monday,July 17, 2023 2:24 PM To: Devlin, Sean cc: Verity, Mike Subject: Congdon Kitchen Final Inspection Attachments: Congdon Refrig Arch Fault jpg; Kitchen Plugmold GFI Arch Fault jpg Hi Sean, We've made the necessary changes per your inspection on 5/23/23 Install 1-Arch Fault breaker for refrigerator circuit Install 1-And Arch Fault/GFI breaker for kitchen plug-mold circuit Please let me know if you need to do another inspection. Thanks, Chris L CPriva .awed& LaFleche&Sons Electric LLC 43 Tayler Trail Woodstock,CT 06282 860-617-5391 CT Lic. E1-121869 NY Lic.ME-35821 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 ,LaFLECHE & SONS 114W N It 860-908-5913 LaFleche & Sons Electric LLC. 43 Tayler Trail Woodstock Valley CT. 06282 Email- chris@laflecheelectric.com To Sean Devlin, J Re: Dave Congdon renovation 499 Halcyon Ave ANY Kitchen Area 6-dimmers 12-Duplex receptacles 2-Plugmold strips 2-hanging pendant fixtures 14-4"Recessed fixtures LED 2-Paddle fans Sub Zero Refrig Dbl Oven Dual Fuel Range Dishwasher Draw type Dishwasher Range hood UC Draw type Refrig Under cab Kick heater Page Two Living Room, Next Page 1 Living Room/Sun Room 11—Receptacles 6—Switches 4-Dimmers 3—Hanging Pendant fixtures 2—Paddle fans 16—4"Recessed fixtures LED Please let me know if you need any additional information Chris LaFleche LaFleche&Sons Electric LLC. (860)617-5391 CT Lic. 121869-E1 NY Lic.ME-35821 2 tl b . Dining Room Lights - - 6 Dining Room Lights ccc� vr- 1 p . Kitchen Lights 12 , Counter Receptacle 14 . 16 - 18 . Right AC COndenset ...__ C condenser -- 24 Right A rr w :� ' w �f� • fly rsa, • Aft- i 00k - nLL oz oz 09 20 , qn - ' arm moo �+ i A' AOL I ' ' r { i 30 20 J , hit � i�. man=,m trj- r� Quo v tot - � Q Al It A 8 1 L YL Al L "3L PE w' 1 ®andu•,� t^ �r� �r+an tom► y AN y�RM5 5M+ IC Ki WAI I FA .Y �OAa �T.. v T FAi-'- • FAL" TEST TEST TEST aUC22 AGO22 Ai G24— 05006, 62211050060 02211050. M open 5t�in "03 CL 11440,11: A Project Description 499 Halcyon Ave. Fishers Island Sunroom and Deck Expansion with Kitchen Remodel 04-12-2021 This application requests a permit to expand the existing deck and sunroom and remodel the kitchen at the above address. This permit will include: DECK: • The existing deck will be removed and an expanded deck constructed in its place. • The area under the deck will be sloped but have a gravel base and accessed by a door in the lattice work. • The deck will be IPE with a tempered glass and wood handrail. SUNROOM: • The sunroom will be expanded by adding 184 sqft on the first floor. • The lower level will also be expanded 184 sqft for storage and will have a 4" concrete floor. KITCHEN: • The existing kitchen cabinets will be removed and new cabinets and counters installed in the same location with a peninsula. • Oven and refrigerator will be reused and the range will be new. Scope includes some light fixture replacement per plans. Thank you Willi m Bartlett HP Broom House wright, INC 162 Ferry Rd Had Lyme Ct 06439 Verity, Mike From: Jim Florian <jim@hpbroom.com> Sent: Wednesday, May 18, 2022 8:52 AM To: Verity, Mike Cc: Gary Mislick Subject: Revised Insulation certification supporting document for Permit#46294 Attachments: Congdon - Revised Insulation Certification chart from Quality Insulation- 5-18-22.pdf Dear Mr Verity, As requested,attached please find the revised supporting document for the Insulation certification for Permit#46294— Congdon residence—499 Halcyon Ave Fishers Island NY Let us know if you need any further information. Best regards, tl+.sk H. A Broom Housewright Inc POBox 70 162 Ferry Rd Hadlyme CT 06439 (860) 526-9836 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Verity, Mike From: Julie Steevels <julie@hpbroom.com> Sent: Thursday, October 06, 2022 2:28 PM To: Verity, Mike Subject: RE: Congdon 499 Halcyon Ave.Tax ID: 1000-9.-12.1 1 Hi Mike, i i ' RE: Congdon-request to extend permit OCT - 6 ?_022 Permit#is:46294 :!-:. Thank you & Kind Regards, Julie Steevels Project Coordinator BROOM HOUSEWRIGHT H P Broom Housewright, Inc P O Box 70- 162 Ferry Rd Hadlyme CT 06439 www.HPBroom.com Office: (860) 526-9836 Cell: (860) 227-8225 From:Verity, Mike<Mike.Verity@town.southold.ny.us> Sent:Wednesday, October 5, 2022 9:04 AM To:Julie Steevels<julie@hpbroom.com> Subject: RE:Congdon 499 Halcyon Ave.Tax ID: 1000-9.-12.1 Do you have the old permit number? From:Julie Steevels<iulie@hpbroom.com> Sent:Tuesday, October 04, 2022 11:38 AM To:Verity, Mike<Mike.Verity@town.southold.nv.us> Subject: RE: Congdon 499 Halcyon Ave.Tax ID: 1000-9.-12.1 9-12.1 1 From:Verity, Mike<Mike.Verity@town.southold.nv.us> Sent:Tuesday, October 4, 2022 11:04 AM To:Julie Steevels<iulie@hpbroom.com> Subject: RE:Congdon 499 Halcyon Ave.Tax ID: 1000-9.-12.1 Tax map Number?9-? From:Julie Steevels<iulie@hpbroom.com> Sent: Monday, October 03,2022 11:43 AM To:Verity, Mike<Mike.Verity@town.southold.nv.us> Subject:Congdon 499 Halcyon Ave.Tax ID: 1000-9.-12.1 Hi Mike, Hp Broom needs to extend the permit for Congdon 499 Halcyon Ave.Tax ID: 1000-9.-12.1. Could you please let me know the process and/or provide the form for completing a permit extension? Thank you & Kind Regards, Julie Steevels Project Coordinator • H P Broom Housewright, Inc P O Box 70- 162 Ferry Rd Hadlyme CT 06439 www.HPBroom.com Office: (860) 526-9836 Cell: (860) 227-8225 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 Pontino, Susan From: David Congdon <djcongdon5@gmail.com> Sent: Monday,June 12, 2023 11:46 AM To: Pontino, Susan Subject: Fwd: Congdon Addition/Renovations - Request for submission to Building Dpet to show Safety Glass compliance for Exterior railing Attachments: Congdon F.I. -Deck Railing Certification.pdf, Congdon - Invoice for Exterior Deck Railing Glass - Listing the Tempered products to show Code Compliance.pdf Sue, Per our telephone conversation, please see Certificate of Tempered Glazing for your file. Dave ---------- Forwarded message--------- From:SEAN O Kane<s.okane@snet.net> Date:Thu, May 25, 2023 at 12:16 PM Subject: Re: Congdon Addition/Renovations- Request for submission to Building Dpet to show Safety Glass compliance for Exterior railing To:Jim Florian<iim@hpbroom.com> CC: Gary Mislick<gary@hpbroom.com>,Julie Steevels<iulie@hpbroom.com>, Margot Congdon <mareotc594@gmail.com>, David Congdon <diconedon5@email.com>, Rich Adamski<radamskisokaia@snet.net>,Sean O'Kane<s.okane@snet.net> Hi All, This was mailed to the Town today. Best Regards, Sean & Rich Sean O'Kane AIA Architect PC 412 Main Street Suite 6&8 Ridgefield Ct.06877 203-438-4208(office) 203`770-9200(cell) Sokaia.com On May 25, 2023, at 10:58 AM,Jim Florian<iim@hpbroom.com>wrote: Good Morning, Yesterday, Gary Mislick(our Island PM for the Congdon job) met with the Town of Southold Building Inspector to close-out the Congdon's project. One last item needed is a Letter of Compliance from the "Design Professional"showing that the glass in the exterior deck railing meets the Building Code for safety glass.This would be similar to the other Letters of Compliance that you've sent for this project. I am including(attached here)the invoice from the Glass supplier showing that the Glass is 3/8" Clear Tempered Glass. 1 The Permit reference is#46294 Congdon Residence 499 Halcyon Ave Fishers Island NY Feel free to call me with any questions. Best regards, H. A Broom Housewright Inc POBox 70 162 Ferry Rd Hadlyme CT 06439 (860) 526-9836 <Congdon- Invoice for Exterior Deck Railing Glass- Listing the Tempered products to show Code Compliance.pdf> David I Congdon ------------------ djconadonSOgmail.com 203-249-2474(mobile) ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 BR#4 NO WORK t ROOF WINDOW RECESS TO HAVE COPPER 'FLAT'ROOF W/ 2X10 FRAMING(REF. 1&2/A3 &CEDAR SHINGLE SIDEWALLS MASTER W/COPPER FLASHING BEDROOM -__ EXIST. SUNROOM ROOF& NO WORK _ ---- WALL TO BE REMOVED ----------------------- A6 J p I i T.O EAVE TO MATCH EXIST. NEW DROPPED BEAS POST '! I I I,I VING il'i� NTERIOR TRIM/ ROOM {illi! ; ; PANELS TO DETAIL. EF. I/A ; ijji;ij'i WIDE TRIM TO BE FLUTED 'I I TO MATCH EXIST. CASING JtlO�I I 41 I I , SUNROOM ; �h MAIN LEVEL FIN.FL. _ I ' 1 I J 1 I I I I I REMOVE EX. EXTERIOR EXIST. BRICK PIERS WALLS&FL.OVER { TO REMAIN TILE FL.OVER INSTALL NEW FL. { MUD BASE EXIST. CRAWL SPACE SYSTEM { LOWER LEVEL FIN.FL -- LL STORAGE ROOM - - ------------------------------------- { EL.(-)8'-6"+/-VER. I I r----------------------------------- ----- LOWER LEVEL T.O. _CONC. ------------------------------ -----------�-- - _ - - =- - 8'-9"+- . EL.() / VER FOUNDATION WALL REVISION I I EXIST. LL CONC. SLAB " CONC. SLAB W/6X6-10/10 >! *LL FIN.FL.&T O.CONC. WWF OVER 6 MIL POLY V.B., I TO MATCH EXIST. IN LIEU OF 10"W.CONC. FOUNDATION WALL, BEYOND-VERIFY PROVIDE 10"W. CONC. BLOCK(FILLED SOLID) 2" RIGID INSUL.&6"MIN. FOUNDATION WALL W/10"W.CONC. BOND COMP. GRAVEL FILL BEAM W/(2)#4'S CONT. ANCHOR FOUNDATION WALL INTO FOOTING -1----------------------------- ,------------ ----- --- W/#4'S VERT. AT 36"O.C. I I I I I _ FOOTING TO BE 24"W.X 12"H.W/(3)#4'S CONT. I I 1 SUNROONV SUNROOM/ SECTION THRU SUNROOM ADDITION LL STORAGE ROOM v LL STORAGE ROOM PROPOSED RENOVATION/ADDITION TO A6 Scale: 1/4" = 1'-0" RENOVATION ADDITION THE CONGDON RESIDENCE 499 HALCYON AVE. (AKA HEATHULE AVE. FISHERS ISLAND,NY SEAN O'KANE AIA PERMIT SET 3/29/21 FOUNDATION WALL REVISION 8/3/21 Sean O'Kane AIA Architect PC AIA 412 Main Street Suite#8 Ridgefield,CT 06877 203-438-4208 www.sokaia.com September 13,2021 Mr.Michael J.Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 Re:Congdon Residence,499 Halcyon Ave., Fishers Island,NY Dear Mr.Verity, We are writing to certify that the foundation for the addition to the.above residence has been installed in strict accordance with our plans,a copy of which is attached. Very Truly yours, Richard A.Adamski,Architect. _ / Q ,. Akov---� - , ` � 9 ' . . cc:Mr Gary Mislick f g �, a x - HP Broom Builders * "•u _= 02421') j: S F P 1 3 2021 BLTFLDIRTG DEPT. TO",VN OF SOI ,OLD,OLD BR#4 NO WORK I I ROOF WINDOW RECESS TO HAVE COPPER 'FLATROOF W/ D 2X10 FRAMING(REF. 1&2/A3 E EI &CEDAR SHINGLE SIDEWALLS W/COPPER FLASHING S E P 1 3 2021 MASTER BEDROOM NO WORK -' __ EXIST. SUNROOM ROOF& BUMDING DE,PTS _ — WALL TO BE REMOVED TOWN OF SOTTMOLD _---------------------- A6 I +----------------- - T.0 EAVE TO MATCH EXIST. IN W DROPPED 3Ei vfS— S POST ' , I L[VIN 1 11 I 1 G i i i iINTERIOR TRIM/ ]ROOM 1 1; i ; ; PANELS TO DETAIL. F. 1/ i i , WIDE TRIM TO BE FLUTED I TO MATCH EXIST.CASING 11 LJOHIL1 , 1 i SUNROOM a MAIN LEVEL FIN.FL. EL.0'-0" - 1 1 J . 1 I , I ' I ' MOVE EX-EXTERIOR EXIST.BRICK PIERS WALLS&FL.OVER TO REMAIN TILE FL.OVER INSTALL NEW FL. MUD BASE EXIST. CRAWL SPACE SYSTEM LL STORAGE ROOM LOWER LEVEL FIN.FL. , - --- - ------------------------------------- --- EL.(-)8'-6"+/-VER. LOWER LEVEL T.0 CONC. i------------------ ----- ----------- ----+- --- - ---- - .t'r sct':; :il asr� !.e.{_r _ `.4,r Tr- _ .Y' c::+a.4 ".7i:4 -:;.,-.- -. EL.(-)8'-9"+/-VER. FOUNDATION WALL REVISION "CONC.SLAB W/6X6-10/10 1 I *LL FIN.FL.&T.O.CONC. IN LIEU OF 10"W.CONC. FOUNDATION WALL, EXIST.LL CONC.SLAB pyo OVER 6 MIL POLY V.B. i i TO MATCH EXIST. BEYOND-VERIFY PROVIDE 10"W.CONC.BLOCK(FILLED SOLID) 2"RIGID INSUL.&6"MIN. ; ; FOUNDATION WALL W/10"W.CONC.BOND COMP. GRAVEL FILL I , BEAM W/(2)#4'S CONT. ANCHOR FOUNDATION WALL INTO FOOTING I W/#4'S VERT. AT 36"O.C. ______________' ' FOOTING TO BE 24"W.X 12"H.W/(3)#4'S CONT. I I I I SUNROOM/ SUNROOM/ 1 SECTION THRU SUNROOM ADDITION LL STORAGE ROOM LL STORAGE ROOM �r-- �, PROPOSED RENOVATION/ADDITION TO A6 Scale: 1/4" = 1'-0" RENOVATION ADDITION 5lTHE THE CONGDON RESIDENCE ' '�LE`Nj4\� 499 HALCYON AVE.(AKA HEATHULE AVE. FISHERS ISLAND,NY SEAN O'KANE AIA PERMIT SET 3/29/21 0242,9. FOUNDATION WALL REVISION 8/3/21 ' A . r BR#4 NO WORK ROOF WINDOW RECESS TO HAVE COPPER 'FLATROOF W/ 2X10 FRAMING(REF. 1&2/A3 & CEDAR SHINGLE SIDEWALLS W/COPPER FLASHING MASTER BEDROOM _ NO WORK '- -__ EXIST. SUNROOM ROOF& - WALL TO BE REMOVED ----------------------- A6 i - +----------------- T.0 EAVE TO MATCH EXIST. W DROF ED B&0 S ' POST , LIVING INTERIOR TRIM/ OM i i i i i i PANELS TO DETAIL. IRE F. 1/A i i i' WIDE TRIM TO BE FLUTED ii TO MATCH EXIST,CASING i i 1 � 1 SUNROOMT i MAIN LEVEL FIN.FL._ ' EL.0'-0" D IC � J i SEP 2 3 2021 t1 - MOVE EX.EXTERIOR EXIST.BRICK PIERSBUILDING DEPT.WALLS&FL.OVER TO REMAIN TILE FL. OVER TOWN OF SOUT1iOLD INSTALL NEW FL. MUD BASE EXIST. CRAWL SPACE SYSTEM LL STORAGE ROOMLOWER LEVEL FIN.FL -- --------------------------- 8'-6"+/-VER. _ _ _ -i- - LOWER LEVEL T.O.CONC. _.�;.;,.,..,�,•.• <.:..:_,,>._ ..... �......,:..:...�._:ate ., EL.(-)8'-9"+/-VER. ' FOUNDATION WALL REVISION VERIFY WF SLAB CONC.SLAB W/6X6-10/10 ' *LL FIN.FL.&T.O.CONC. EXIST.LL TO MATCH EXIST, IN LIEU OF 10"W. CONC. FOUNDATION WALL, BEYOND-VERIFY WWF OVER 6 MIL POLY V.B., 1 PROVIDE 10"W.CONC.BLOCK(FIL.LED SOLID) 2"RIGID INSUL.&6"MIN. ; ; FOUNDATION WALL W/10"W.CONC.BOND COMP. GRAVEL FILL , BEAM W/(2)#4'S CONT. ANCHOR FOUNDATION WALL INTO FOOTING -1-------------------------- ----------- ---- � W/#4'S VERT. AT 36"O.C. FOOTING TO BE 24"W.X 12"H.W/(3)#4'S CONT. --1----------------------------- ------------- -- ----- SUNROOM/ SUNROOM! 1 SECTION THRU SUNROOM ADDITION LL STORAGE ROOM :. LL STORAGE ROOM PROPOSED RENOVATION/ADDITION TO A6 Scale: 1/4" = 1'-0" RENOVATION ADDITION ��"��� THE CONGDON RESIDENCE 499 HALCYON AVE.(AKA HEATHULE AVE. cr G� h FISHERS ISLAND,NY 1� SEAN O'KANEAIA PERMIT SET 3/29/21 FOUNDATION WALL REVISION 8/3/21 A , Ac RD® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 04/08/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER T Ann Archer NAME: Thompson and Peck,Inc. PHONE (203 787-6781 FAX 1412 Whalley Avenue E-MAIL Ext):aarche) thorn A/c No: (203)392-2807 ADDRESS: r@ psonandpeck.com INSURER(S)AFFORDING COVERAGE NAIC# New Haven CT 06515 INSURER A• Republic Franklin insurance Co 12475 INSURED INSURER B: Admiral Insurance Company 24856 H P Broom Housewright Inc INSURER C: Utica Mutual Insurance Cc 25976 162 Ferry Road INSURERD: P O Box 70 INSURERE: Hadlyme CT 06439-0070 INSURERF: COVERAGES CERTIFICATE NUMBER: CL2061600711 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OFANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALLTHE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTSUBK R TYPE OF INSURANCE INSD INWVO POLICY NUMBERMMIDMMIDD LIMITS POLICY EFF POLICY EXP X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS MADE OCCUR DAMAGE TO RENTE PREMISES Ea o6ru nos $ 100,000 MED EXP(Any one person) $ 5,000 A 4559787 06/16/2020 06/16/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE UMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 X POLICY 1:1 JELOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED 4546432 06/16/2020 06/16/2021 BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per acddern $ $ U�BRELLAIJAB X OCCUREACH OCCURRENCE $ 5,000,000 B X EXCESS LIAB CLAIMS-MADE BEX0960158005 06/16/2020 06/16/2021 AGGREGATE $ 5,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/D(ECUTIVE 500,000 C OFFICER/MEMBER EXCLUDED? NIA 4444698 06/16/2020 06/16/2021 E.L.EACH ACCIDENT $ (MandatOryinNH) E.L.DISEASE-EAEMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space is required) Project location:Congdon Residence,499 Halcyon Avenue, Fisher's Island,NY 06390. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold,Building Department ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AUTHORIZED REPRESENTATIVE Main Road Southold NY 11971 C'%5 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD c_ I COMPLY WITH ALL CODES OF APPROVED AS NOTED NEW YORK S?{ ' c & TOWN CODES DATE: B.P # AS REQUIRED AND CONDITIONS OF �� SOUTHOLD TOWN ZBA NOTIFY BUILDING FEE:.1 BY:.DEPARTMENT AT SOUTHOLD TOWN PLANNING BOARD 765-1802 8 AM TO 4 PM FOR THE SOUTHOLD TOWN TRUSTEES FOLLOWING INSPECTIONS; N.Y.S.DEC 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL —CONSTRUCTION-MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW OCCUPANCY O® -YORK STATE. NOT RESPONSIBLE FOR ��ll DESIGN OR CONSTRUCTION ERRORS. USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY TRUSS PLACARDING REQUIRED gy.CMCALIfMr;CRON REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. REMOVE EX.WDWS, GENERAL DEMO.NOTES: FRAMES,TRIM& WALL 1.ALL WALLS,DOORS,FIXTURES,ETC. SHOWN DASHED ARE TO BE REMOVED. - 22'-11"+/- VER. TO MATCH EXIST. �, U.N.O. SUNROOM r NORTH PORCH-ROLL-SCREEN OPTION I 3'-1" 8'-4 1/2" 1 8'-4 1/2" I 3'-1" 2. SALVAGE ALL DOORS/HARDWARE FOR POTENTIAL REUSE. REMOVE ALL WALL,CLG& �lt REMOVE EX. FINISH TRIM a N. PORCH FL.FINISHES,FLOOR FRM'G T WDW DOOR I WDW BEAMS/COLUMNS AS REQ'D FOR OPTION (2) 1 3/4"X 7 1/4" � i 3.REF.DWG.A3 FOR ROOFING DEMOLITION NOTES. & CLG/ROOM FRAMING r TO INSTALL NEW ROLL SCREENS AT THIS ROOM REMOVE EX. CAB'T- THIS LOCATION B 1 � A6 1 (2) 13/4"X 7 1/4" t ' - LVL HDR i 4.REF. DRAWINGS AS&A6 FOR EXTERIOR FINISH DEMOLITION NOTES. LVL HDR SALVAGE FOR REUSE _ ----- cll _ __ __ __ NORTH-PORCH TO - --------- P2- ----- P2----------- ---- '---P1--P2i-, P2� P1__-- -P1 --.- - -- - -_ -_- - -- -- -- EX.FINISHI EQUIPMENT WITH GREEN DEMOLITIONS'O ____________________ ------------- H -- -- - - - - S REMAIN H W DILATED ON PLANS AND/OR DIRECTED BY OWNER. & REINSTALL it y O U.N.O. _ ________________ FA REMOVED WINDOWS, UMBINGANDLIGHTINGFIXTURES& _ _ _._ _ � U REMOVE EX � I' � ___ E REQ. REPAIR/REFINISH -SIMPSON"HD3B"� _ ------ ------------------------ ------ - H W HERE IN WDWS, FRAMES O HOLDOWNS-TYP. ivrp� �' ----------------------------- -- -- --------------------- I O> TRIM& WALL Id i it t 2) 1 3/4"X 7 1/4" 6. DISCONNECT, CAP,AND REMOVE ALL PIPING,WIRING, DUCTWORK,BASEBD III i LIVING ROOM LL STORAGE ROOM Q LV L HDR z III Jra+ POWDER ROOM (LL EXPANSION) O RADIATORS,ETC.MADE OBSOLETE BY THE NEW WORK. ,,, EX.HW FL.TO REMAIN �. .I ' '--L---— , , v1 �' REMOVE EX.' � EX.FIN,@ E.&S. WALL i EX.FINISHES TO REMAIN PROVIDE NEW CONC.FND WALL W/CONC. I _ Z ••+w +••��• Q 7.REMOVE EXIST. SPEAKERS& ASSOCIATED WIRING. REF.DWG. 2/El. - INTERIOR i TO REMAIN 1 i "`'`• FOOTINGS,2X6 EXTERIOR WALL, WINDOWSIDOORS 6 - WALLS i SIMPSON"HL4 " I n I I REMOVE EX.CLG FIN. &FL. SYSTEM OVER. 151 CLIP ANGLE SIMPSON HL46' W " i NTRY FOYER !~ 8. REFER TO ALL PLANS FOR EXTENT AND LOCATION OF WORK TO BE DONE. a II I PIER TO BEAM-TYP. CLIP ANGLE II 9 N EX. FINISHES TO REMAIN A; REF.DWG.A6 FOR TYP.NOTES i PER TO BEAM-TYP. O r O 9. COVER ALL HVAC VENTS&RETURNS DURING DEMO&PROVIDE DUST I I =__________ I I ►-� PROTECTION TO AREAS WHERE NO WORK IS SCHEDULED. Z�a ________ I I m _ """"' + n r (4) 1 3/4"X 7 1/4" LVL (4) 1 3/4' X 7 1/4 LUL Gjt, P, SIMPSON ABU66Z" SIMPSON AC6 > PROPPED) 13/4" BM DROPPED BM r _________ ______ __________ — _—=\————————— —— —————— 10. PROVIDE 24/7 SMOKE,FIRE ALARM&CARBON MONOXIDE SYSTEM IN DECK cii MNEv F-ENTRY PORCH -- _ _ - -_-_-__,d. _e s=_--- =a--_----� ------- - OPERATION THROUGHOUT ENTIRE CONSTRUCTION PERIOD. ALARM TO BE C R REMOVE EX C -- oN -_�-� --- ---------- -- +------ EMOVE EX AB'T u EX.FINISHES TO REMAIN T -`- a�-- WIRED DIRECTLY TO ALERT LOCAL FIRE STATION. - ��v � �I P3--�'- - ------, IIS , +, U U DECKING,RAILS SALVAGE FOR REUSE �.. EXIST.LAUNDRY AREA ( X. EX., . &ALL FRAMING REMOVE ,�s , „ w X I I T _ W.O. REF. ° REMOVE EXIST.EXTERIOR WALLS AT W,N.&E. SIDES. II ; EX. CAB' r---` + ° �I ._ EMOVE EX. SHINGLE P1 t EXIST.CONC. SLAB FND WALL/FTGS TO REMAIN. " ' ( o > M WALL& LATTICE/DOOR INSTALL NEW EXTERIOR WALL, WINDOW, N J oAREA- -------- o F. - SALVAGED DOOR&FL. SYSTEM OVER- , THIS - r� &TRIM AS R Q FOR a ^ M " . / REMOVE EX WALL FIN FAMILY ROOM " Q ,:, I ' BR.PIERS TO REMAIN ti i �' I "i � q w II H EX.FL.& WALL ., �—REMOVE PORTION OF EXTERIOR WALL AS REF.DWG A6 FOR TYP.NOTES h - M x > p y E 'D ; __ _---___ _ a !' NEW POCKET DOORS RE 'D FOR INSTALLATION OF NEW WINDOW S 6X6 P.T.POST W/12"DIAM.CONC. P1 N B2 i `N'a o REMAIN. REMOVE cne ° RANGE ° EX.CLG FIN. I @ i a KITCHEN w 1MPSON HL46 q I"SONOTUBE"PIER W/ BF24 BIGFOOT BASE - ,„ ,I � � � � t' " DOWN TO 48 BELOW GRADE-(4)THUS ,. w o> , b I , NEW WALIL&DOOR I I . . ��, � !: ----- -- _-._-- ____ EX.FL.& WALL FINISHES TO REMAIN. P1 I TO CRAWL SPACE ; ; , j ii w E 1 DINING ROOM REMOVE EXIST. CEILING FINISH,CABINETS, BRICK PIERS TO BE 23'-1 1/4" ; UNDER$'bRCH I I '' C'TOPS, PLUMBING FIXTURES& APPLIANCES. ^ ^ Q EX.FINISIIES TO REINFORCED W/ " ` _ 2 1 3/4_2 1/2_� _ P2 P2 ' ..1 H EXIST.NORTH PORCH OVER r \u P'-a a ;I = FOR REUSER W RIG./FREEZER& DISHWASHER w 4-5 3/4 I 18 7 1/2 H , , II �I I I I REMAIN-U.N.O. , MUDROOM/ (4)#4 VERT.-TYP.& y ( 1 liffREVIEW NEED FOR ADDITIONAL I i I LAUNDRY ALL OVENS WILL NOT BE REUSED. SIMPSON"HL46" „ „ „ „ „ - — SUPPORT FOR FLOOR FRAMING ° --� I I EX.FINISHE CLIP ANGLE I 1 4 I Y-4 5/8 T-5 3/4 4 5 3/4 Y-3 3/8 -8 P2 DROPPED BM �,( ___ _ + I I I��� OVER ,�f I wtco EX.RANGE VENT IN WALL TO BE REMOVED. A-1 " , , , I EM IN PATCH OPENING. w PIER TO BEAM-TYP POST(` POST POST C 41 --J � a I , SIMPSON"HL46"CLIP ANGLE �' w I I ❑ 2)2X10 P.T. �o I ------------------- 11 L------------------- _— ON P31 DROPPED BM p�---- - P - -� 1 - ----- -- -- - REMOVE EX. PIER TO BEAM-TYP. -- ------ —- ------------ - ----- --------------------------------- -------------- I ---------I- _ - -_--,.---- �.-_.�_ - -- ) ---- MET. SPIRAL SOUTH PORCH Q l' ,_ rt / 9 1/2 TJI-110 C 16 O.C. REMOVE EX.FL.FRM G OVER- [ \ / I I i� PROVIDE NEW STRUCT.AS STAIR EX.FINISHES TO REMAIN c a q I 110 DIAM. CONC. I I LAUNDRY AREA jl. N o w L —J "SONOTUBE"PIER S L_ — I �I INDICATED-FIELD VERIFY (2)2X10 P.T. TILE FL.OVER EXIST. 2 H a DOWN TO 48"BELOW I ALL CONDITIONS MAIN LEVEL DEMOLITION PLAN (D '^ N O DROPPED BM CONC. SLAB ON GRADE **ALL DOORS AND WINDOWS ARE GRADE-TYP.-U.N.O. I I -G.C.TO VERIFY THAT A 1 Scale: 1/g" = 1'-0" EXIST. TO REMAIN U.N.O. __ FT 20"X16"REINF.BRICK PIER I EXIST. AI STONE/BRICK FND WALLS {� N SLAB EXIST. TO REMAIN-REVIEW CONDITION 5 — _-r L _ P3 W/30"X3 0"X 12"CONC RICK PIERSG I W/30' X 30 X 12 CONC.FTG �I' IF NO SLAB EXISTS, & REPAIR AS REQUIRED CRAWL SPACE Q d _ I W/(3)#5'S EA. WAY PROVIDE NEW 4"CONC. - --- O v W/(3)#5'S EA.WAY-TYP. I *PROVIDE ALTERNATE COST TO I--1 i SLAB ON GRADE TO MATCH LL STOR.RM. EXIST. WASHER& DRYER TO BE REMOVED AND INSTALL 4"CONC. SLAB ON GRADE N/F POLE IN LIEU OF EXIST. GRAVEL FLOOR. 7' x-0 74 o L --J D 2X10 P.T. I REINSTALLED AFTER CONSTRUCTION. WALSH PARI( BENEVOLENT STONE w t I DROPPED BM P2 DEMO.EXIST. REFRIGERATOR&FREEZER AND GORPORAT/ON WALK ;4 M LATTICE PANELS-TYP. I I INSTALL NEW COMBO REF./FREEZER 2 REF.DWG A6 FOR NOTE REINSTALL SALVAGED B3 I I 2 - _. k - E~ °� DOOR&FRAME Iw O A6 II Hloa a A6 �? + o °'�' oa O a q 6X6 P.T.POST W/ o w „ „ 1 OV N s° E Y a' p3 r1 o w - s (2)1 3/4 X 9 1/2 LVL Z`� c.� o•c —• x c0 0. 12"DIAM. CONIC. NIO FLUSH HDR -ll r------------7 �l H _ "SONOTUBE"PIER W/ o; P2 R' 2 2 c o 3 0 - Nq t „ q I z w " , Y � -0 � LSC aG "I ! I -------------' p O �"�'� °' y ti aci o ad � BF24 BIGFOOT BASE `t � N p ' r� P GRADE-(4)THUS POST ANCHORS _ �- 7r Y F� w DOWN TO 48 BELOW SIMPSON ABU66Z' w N ,O• q 3 \ O 3^ \ ---� - ----------- ------ -------_____ q O, -^ '' ' 8 0 q c Lax OR EQ.-TYP. ---------------� q + CJ "= � •^°o ° m N I C tC7tlnrLt) MANHOLE N o d I BF2�l i LEDGER W/ EX. - -- - - - -- - -- w M G1 ti ti � 0.,.. •� I N DECK OVER I (3) 1//4"" SAX WD SCREWS ------ -------------- Q X _ 3 c I REF.DWG A6 FOR NOTES h w " II p q C 16"O.C. w SUNROOM a o o ' c �o 2 '>'ro P3I� EXPANSION p , yy N p N O �' C•N O•C v c 3wc3� c G' XIST. STONE/BRICK FND WALLS q N10� TO REMAIN iia cam'° 2X10 P.T.JOISTS C 16"O.C. `r q 2X10 P.T. JOISTS @ 16"O.C. ? EXIST1,s O�� 'r. �a BASEMENT/ RESIDENCE _ MECH.AREA NEW DECK& C— a —— 6X6 P.T.POST W/ I 20"X16"REINF.BRICK PIER w _ r (2 2X10 P.T. STAIR l 12"DIAM.CONC. 1 D OPPED BM P3 "SONOTUBE"PIER W/ W/30"X 30"X 12"CONC.FTG I' ` I / W/(3)#5'S EA. WAY I ! EX. "BF24"BIGFOOT BASE BRICK PIERS TO BE 4 � , U00 ------ - - l I i REINFORCED W/ �� EXIST.DECK \ � B�N Ul t a DOWN TO 48 BELOW L T J a q GRADE-(4)THUS (4)#4 VERT.-TYP.& ;', ;; u` '�- & STAIR TO 110 T-0"W.X 6'-8"H. o W�. I SIMPSON"HL46" ;; dp0 BE REMOVED �ARDEN N It LATTICE PANEL ' a I „ G a C Q, rn DOOR • ' `' O — CLIP ANGLE N to 1�1Q3 (2)2X10 P.T. I 2)2X10 P.T. — PIER TO BEAM-TYP, A lit U DROPPED BM BF DROPPED BM I ii ii �, +'\ /<�`� I I 3\ /` P3 I II 4 00 1 - RELOCATE EX. PROPANE TANK II II y,. FLAG p !E ` O 0 ---------- r -i--r-� -- BRICK PIERS TO BE �' �' " -' A GNi1�rTEh1T I I II II z I/1 REINFORCED W/ .I a q F coo , --;, w ^ •+ v+--/ d \Vn ,G II II 'd- ^� (IrL�.,df?� i\ �' v I I I I, II II i I ECCE VT BRUSH r' ': , I II I� II I, � d °'- APPtOX. JOCATICN M o 1 il.{TS C)F o 00 C) (4)#4 VERT.-TYP.& L7P - a. ---__-- --___-- --_-- Sr-mx SYSTEM O M SIMPSON"HL46" I aIN a0 to a, -- — MAINTAINED TAINED AREA FIRN W- !CH 9r an Su --------------------------------- - y � •�` U d- I I I I I I I I I II II 1, (2)2 10 P.T. '�' a , � - /1 CLIP ANGLE i i l i y n ii q Q DROPPED BM i^p' PIER TO BEAM-TYP. N 10 DIAM.CONC. "�.. t M m q '-- "SONOTUBE"PIERS d` ��""' N 7'S'43 . STONE PARK=~G - --------------------------------------- -- - - ---- i a }-, --- DOWN TO 48"BELOW 3Q POST Y POST POST GRADE-TYP.-U.N.O. j $' '' ? O bhp O 4 ZZ' POLE C,t N „ „ 1-4' � 3-4 5/8 4'-5 3/4 4'-5 3/4' 3-3 3/8' � 1.8 4'-5 3/4" 18'-7 1/2' EX OIL TANK ROOM CRAWL SPACE �� �.,�, EXISTING NEW DECK STAIR- EX .j LIMITS OF GARAGE w DETAILS TO MATCH DECK RESTRICTED AREA PAIR-2'-0"W.X 6'-0"H.+/- '�'• + LATTICE PANEL DOORS "�-� c ** REMOVE/SALVAGE GRAVEL FROM'FLOOR' EX' _ -a OF (mo INE OF EXIST.DECK AND INSTALL SALVAGED&NEW GRAVEL '' g7' G R"Ox'r;�0(3 P`Gi.�r`IT�) '� AT TLOOR'OF AREA UNDER NEW DECK - 4't NIGH SURVEY INFORMATION TAKEN FROM MAP " W r' F E SHRUBS � x pp t.(R._ FENCE w PREPARED BY CME ASSOCIATES ENGINEERING, 5 � ✓ i C PORTION OF EXIST. LAND SURVEYING& ARCHITECTURE,PLLC `—"'"-"�' !N. 1470.081 Pa�rr1, 1��JT JOB W. 2551.40 SEPTIC SYSTEM-REF. DATED 3/20/2014 a c r> SITE PLAN (FO ND) ,z w --- ---------------------------------------- - --- N �` N/F O �� ��� MALCOLM P. MCALLISTER / 3 PROPOSED SITE PLAN & EDITH B. MCALLISTER Q w W I AI SCALE: 1" = 30'-0" n/ x C i C100, DRAWING SCHEDULE: z z w ** FIELD VERIFY ALL DIMENSIONS N DWG. NO DESCRIPTION: DATE: ISSUE: 1 PROPOSED LOWER LEVEL/FND PLAN Al LOWER LEVEL/FND PLAN DEMOLITION PLAN SITE PLAN& DRAWING SCHEDULE 3/29/21 PERMIT SET �dF 1 6 w U U Al Scale: 1/4" = 1'-0" A2 MAIN LEVEL FLOOR PLAN 3/29/21 PERMIT SET 2021 v� A3 SUNROOM ROOF FRAMING PLAN& UPPER LEVEL FLOOR/LOWER ROOF PLAN 3/29/21 PERMIT SET 0 w STRUCTURAL NOTES A4 EAST& NORTH EXTERIOR ELEVATIONS 3/29/21 PERMIT SET O 1. REF. DRAWING 1/A3 FOR TYP. STRUCTURAL NOTES, A5 WEST& SOUTH EXTERIOR ELEVATIONS 3/29/21 PERMIT SET a � dam- POST SIZES,ETC. A6 BUILDING SECTIONS & DETAILS 3/29/21 PERMIT SET 2. PROVIDE TES, HOLD-DOWNS AND SHEAR A7 KITCHEN & DINING ROOM DETAILS 3/29/21 PERMIT SET WALL CONNECTIONS AS REQUIRED BY CODE. ®A�I"! E1 LOWER LEVEL & MAIN LEVEL ELECTRICAL PLANS 3/29/21 PERMIT SET ���c P&LE-Af �Q s, t� SP1 SPECIFICATIONS FOR CONSTRUCTION 3/29/21 PERMIT SET EX1 1EXISTING CONDITION PLANS & EXTERIOR ELEVATIONS 3/29/21 PERMIT SET , N� 02421?- .' OF N .'421?.' OFN - I 22'-11"+/-VER.TO MATCH EXIST. I 3-1 5-7 5-7 S-7 3-1 $WDW $WDW WDW WDW I I A6 I I I I -----—--- -------------- -------r------- ----- --- ------ r -- N - i � r 3 � w SUNROOM EXPANSIONX w F~ —. 6C v� w F~ -NEW EXTERIOR WALLS,WINDOWS, I EXIST. SUNROOM EXTERIOR FLOORS,ROOF,ETC. WALL TO BE REMOVED w REF.DWG A6 FOR TYP.NOTES c G. I � q ----------W---------------------------------- --- 0 3 ------------ ------------------------------- ----------------- --_ SIMPSON"AC6" POST CAPS RL G (2)PER POST-TYP. RL ------------- 0 ----------------------------------------------------------- ------- POST SCHEDULE (3) 13/4"X 5 1/2" LVL HDRS- V/ \ P3 P3 P3 P3 P-3T MARK SIZE TOP CONNECTION ............. 11` � r----------------------------------------- ----------------------- PI 4x4 or 2-M or 2-2A 2 SIMPSON 'A35* FRAMING ANCHORS OR AS SHONN ON DRAWNGS P2 44 or 2-24 of,3-2x4 2 SIMPSON *A35* FRAMING ANCHORS PI OR AS SHOWN! ON DRAWNGS 4 SIMPSON 'A35* FRAMING ANCHORS NEW ROOF WHICH COVERS + P3 64 or 3-24 or 5-2A IT 2X8 CLG JSTS Ca 16"O.C. 2X8 CLG JSTS 16"O.C. OR AS SHM ON DRAWINGS i 94 EXIST. SUNROOM AREA& P4 6x8 or 70 or 6-24 4 S4MPSGN *A35' FRAM114G ANCHORS SUNROOM EXPANSION SIMPSONW'06" ------/'7 1 2 �2 = : > X or 5 1/4' x 5 1/4* PSL OR AS SHO" ON DRAWNGS Cq m & KING STUDS ARE CONSIDERED PART Or HEADER POSTS. �V_l L PSL - PARALLAN BY TRUSJOIST OR APPROVED EOUTAL 1P3 Pi ------------------------- POSTS SHALL REST ON GIRDER, FOUNDATION OR APPROVED SOLID BLOCKING. ALL OTHER POSTS NOT SHM ON PLAN SHALL BE 2-2X4 M'N. (2)2XIO ROOF BM IT % 1v G m \Idl,' ROOF RAFrfRS LINE OF EXIST. SUNROOM EXIST. SUNROOM ROOF HIP AND EAVE X EXTERIOR WALL z 71� rj� S IPSON"AC6" TO BE REMOVED "v P3 OR DO 00 SIMPSON11,13 10-OC I ell T CAPS �2 S v 0 tn I (2)PER POST-TYP, SUNROOM STRkP SR."ON LSTA24 EP WINT11 STU S LINE OF EXIST. < SUNROOM 3 3/4:12 ROOF VALLEY EX. RAFTERS-VER. en en SOAPSON ISTAYWOC NEW FLAT SEAM OR 2XIO RAFTFRS @ 16"O.C. COPPER FLAT ROOF RL (CUT INTO SLOPED 7 ........ P3 WITH AD NAILS AT 3*TOC TO STUDS ROOF) AT N.SIDE C) IT PLATES AND ADDED SLOCKIteD AT F`I.YWOOV S�AMS OF MEIR WINDOW 4�r:F, I._4 1.4 P4----------------- -------- P4 (2) 13/4"X 9 1/2" LVL 4)13/4"X 9 1/2" LVL P4 HFADFR TO JACX STOP STRAP DROPPED BM DROPPED BM SIMP"D 4 LSTA24 BOTH SOCS RL 0 RL EXIST. WALLS TO BE STLID,TO BOX JOIST S'RAP ------ EX. t4, ---41, _7 (V PI 11 LSTA24 WO C, C) %/ I f, -REMOVED&NEW POST/ OPTION BMS TO BE INSTALLED G I,2'PLYVVO0O VMGING FLOORS NAILED 0 C71 W1HADNALSAT3'0tfOSyUnS P I v PLATIq ANOADDID POCJ<1N'3 AT PLYWOOD SEAMS PC F0.)NDAFIM LIN. C) I > 7 1 1 0 GI 1zQ1 > > NEW GUTTER&LEADER AT kA 4�5MR_B CEDED IN I DORMER SHED ROOF OVER- / EX. RAFTERS-VE I X TYPICAL WIND BRACING DETAILS SCALE- N r S -VE EX.FL.JSTS LMNG ROOM L J- HALL en Iq GENERAL NOTES G.C.TO VERIFY EXIST.FLOOR FRAMING OVER DIRECTION&SIZE ST R. STOR. AND NOTIFY ARCHITECT. FOUNDATION 1. DESIGN SOL BEARING CAPACITY IS 4000 PSF AND SHALL BE VERIFIED IN a 0 0. THE FIELD BY ENGINECR WHEN CONSTRUCTION BEGINS. E E 2. NEW FOOTINGS SHALL REST ON UNDISTURBED SOIL APPROVED BY THE P3 STRUCTURAL ENGINEER NEW GUTTER&LEADERS AT E .4 Et 1 EXCAVATION SHAt L BE PROTECTED FROM FROST DURING COLE)WEATHER EXIST. MAIN SLOPED ROOF 5 ;-,-c C '11NEY 7ij 2-0 ob REPORT IMMEDIATELY IF SUCH CONDITION IS LIKELY TO BE CREATED. 11 ITI y a) m = 4. DO NOT UNDERMINE OR DAMAGE EXISTING FOU140ATION WALLS. -1 F C,0� 4� L" H 6, EXISTING FOUNDArON WALLS SHALL BE REPARED AS NEEDED OR AS SHO'AN HALL 4 b.t -0 ON PLANS 9- v r- ISHELVES1 g:� 0 t.9 6 "ALL CONSTRUCTION JOINTS SPACE NOT MORE THAN 30 FEET o c. 6 -a SECTIONS OF WALLS SHALL BE POURED ALTER14ATELY TO MINIMIZE 0 WFAS�AREA =:5 SHRINKAGE 7, SHELVES ON FOUNDATION WALLS:REFER TO ARCHiTECTURAL DRAWIK(')S FOR G > DIMENSIONS AND DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS IF THERE CA IS A OUESTION OR DISCREPANCY CONTACT THE ENGINEER. TERS-VER. DINING ROOM STRUCTURAL CONCRETE 1� CONCRETE STRENGTHi 00 FOOTINGS,WALLS&SLAB ON GRADE-3.5M PSI AT 28 DAYS CONCRETE ON STEEL DECK.4,000 PSI AT 28 DAYS LIGHT WEIGHT CONCRETE NEW GUTTER&LEADER AT GI 1 0 0 2. ROD REINFORCEMENT:ASTM A615 GRADE 60 DORMER SHED ROOF OVER 4 u (GRADE 40 MAY BE USED FOR TIES A14D STIRRUPS). %C 3. MESH REINFORCEMENT:ASTM A185 AND A82. 4. DETAILS WORKMANSHIP AND PROCEDURE:ACI 318 AND ACI 315. QA� BATH 5 LOCATION OF CONSTRUCTION JOINTS AND SPLICES FOR STEEL REINFORCEMENT ROOF HEY ;Z PAN. --------- PAN. SHALL BE APPROVED BY THE ENGINEER. MIMMUM SPLICE SHALL BE 40 BAR DIAMETER$FOR ALL REBAR RL 0 V = VALLEY-CLOSED TYPE IT 6 SLABS ON GRADE'S"THICK REINFORCED WITH GX6-I 0M 0 WELDED TO MATCH EXIST. 0� 00 5 WIRE FABRIC. PLACE SLABS ON VAPOR BARRIER AND ON 6"M*N OF 0 COMPACTED GRAVEL. BACKFtLL UNDER SLABS ON GRADE SHALL BE --T-T q) U COMPACTED THOROUGHLY WITH GRANULAR CLEAN FILL IN LAYERS OF 12" H = HIP ===4" ct MAX. A 3'SLAB MAY BE USED IN CRAWL SPACES. - - - - - - - G = GUTTER I CALCIUM CHLORIDE, OR ANY ADMIXTUPE CONTAINING CHLORINE SALTS, 0 SHALL NOT 81 USED IN ANY CONCRETE. RL= RAIN LEADER 8. ALL CONCRETE EXPOSED TOVXATHER$HALL BE AIR-ENTRAIN50. 1-4 MUDROOW 9 ALL REINFORCING STEEL SMALL BE INSPECTED BY THE STRUCTURAL ct rq LAUNDRY ENGINEER.OR REPRESENT ATIVE, BEFORE CONCRETE IS POURED. (D --q STRUCTURALS''TEEL 1. MATERIAL-ASTM A 16,FOR ROLLED STE`FL SECTIONS ASTM A500,GRADE B,FOR COLD FORMED STEEL TUOING. W&D 2. WORKMANSHIP.A!SC`SPECIFICATION FOR THE DESIGN.FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,*LATEST EDII ION 3 CONNECTIONS;SHOP AND FIELD CONNECTIONS CAN BE WELDED OR BOLTED WITH A325 H.S. BOLTS. SLEEVES AND LINTELS MAY BE MIACHINE-BOLTED L----------------- IN FIELD L----------------- 4. WELDING- PERFORMED BY CERTIFIED OPERATORS AS PER AMERICAN WELDING SOCIETY STANDARD OUALIFICATION PROCEDURE. 5� COLUMNS ARE TO BE PLUMBED,GUYED AND BRACED WITH TEMPORARY BRACES C) UNTIL BEAMS ARE BOLTED IN PLACE 6, SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL STEEL WORK FOR REVIEW BEFORE FABRICATION. STRUCTURALLUMBER 1. ALL STRUMRAL LUkI9ER WORK SHALL CONFORM WITH 'NFPANATIONAL r2 PROPOSED UPPER LEVEL FLOOR PLAN & LOWER ROOF PLAN PROPOSED SUNROOM ROOF/ PARTIAL UPPER LEVEL FLOOR FRAMING PLAN Scale: 1/4" = V-0" DESIGN SPECIFICATIONS.AND THE STANDARDS OF AITC� Scale: 1/4 it = 11-011 2 SAWN LUMBER: SOUTHERN PINE OR DOUGLAS FIR STRUCTURAL GRADE#2. �3 MOISTURE CONTENT FOR LUMBER SHALL NOT EXCEED 19%. 3 LAMINATED VENEER LUrABER(LVL)AND PARALLEL STRAND LUMBER(PSL): ROOFING NOTES SHALL BE"MICRO=I_AIvI'AND"PARALLAII*TYPE BEATAS AND COLUMNS AS MANUFACTURED BY'LEVEL*OR APPROVED EQUAL 1. ALL EXISTING ROOF SURFACES,EXCEPT THE SUNROOM ROOF ARE EXISTING TO REMAIN. C VaND BRACING 4 ENGINrFRFD JOISTS SHALL BE*Tji I PRO'TYPE AS MANUFACTURED BY 1. AT ALL NEW EXTERIOR WALLS/ROOFS, PROVIDE 'ILEVEL'OR APPROVED COUAL. SIZE AND SPACING AS SHOWN, EXISTING SUNROOM ROOF WILL BE REMOVED IN IT'S ENTIRETY&A NEW ROOF INSTALLED. HURRICANE CLIPS,TIES, HOLD-DOWNS AND SHEAR 5 USE GALVAN!ZED'SIMPSON I STRONG-TI E CONNECTORS'(OR EGUAL)AT ALL WALL CONNECTIONS AS REQUIRED BY CODE, FLUSH FRAMING.AT ALL RAFTERS TO PLATE HURRICANE WIND CONNECTIONS. AND AS SI�OWN ON D"OVINGS. 2. NEW ROOFING: TYPICAL AT NEW SLOPED ROOF. MATCH EXIST.ROOF SHINGLES. 6 ALL NAILING SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE INSTALL GAF'TIMBERLANE ULTRA'ARCHITECTURAL GRADE FIBERGLAS SHINGLES OVER STATE OF NEW YORK SLICING CODES-2020. W 4 GAF FELT UNDERLANYMENT WITH(2) LAYERS OF ICE AND WATER BARRIER AT EAVES MISCELLANEOUS AND(1) LAYER AT VALLEYS. 0 1. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL r u TEMPORARY BRACING REQUIRED TO MAINTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION. 3. NEW FLAT ROOF @ N. SIDE OF MBR WINDOW SHALL BE FLAT SEAM COPPER ROOFING OVER 1:4 2 ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYP'CAL AND APPLY FOR 0 THE SAME AND SIMILAR SITUATIONS THROUGHOUT THE BUILDING UNLESS RED ROSIN PAPER,ICE AND WATER BARRIER AND 5/8" PLYWOOD SHEATHING. OTHERWISE SPECIFICALLY NOTED. 5 3. THE GENERAL CONTRACTOR$HALL COORDINATE AND BE RESPONSIBLE FOR THE P4 APPROVED SIZE AND LOCATION OF ALL OPENINGS THROUGH ROOF,FLOCRS 4. NEW GUTTERS TO BE 6"DIAM.HALF ROUND COPPER GUTTERS. �4 ANDVIALLS. RAIN LEADERS TO BE 4"DIAM,COPPER LEADERS. 4. ALL WORKSHALL BEPERFORNIEDIN STRICT ACCORDANCE WITH THE STATE OF NEW YORK BUIDING CODES-2020� NEW LEADERS TO BE PIPED TO NEW UNDERGROUND DRYWELL. LOCATION T.B.D. 5. ALL NEW VALLEY AND FLASHNGS SHALL BE 16 OZ.COPPER. C4 6. G.C.TO PROVIDE ALTERNATE COST TO SUPPLY& INSTALL NEWE GUTTERS&LEADERS THROUGHOUT THE PERIMETER OF THE HOUSE. 024 2 112 op W � 3 ;y �\ \ ILLL III If III III Li Li _ w _ 11 1 if I w LINE OF EX. SUNROOM ROOFall III 1 11 1 1 1 1 1ILI w _ TO BE REMOVED __________________ O 6"DIAM. HALF-ROUND GUTTERS ti - - (7 LT)FIXED PICTURE WINDOWSIII fill ' ' p� —.� (6-7 1/4"HEAD HEIGHT) LL_— _ W/(4 LT) AWNING WINDOWS OVEREl" [J-] ►►��11 1^� I I - - - -- - - - -� "DIAM.RAIN LEADERS w W 4"DIAM. - RAIN LEADER PROVIDE OPTIONAL COST LINE OF EXIST.DECK TO BE FOR NEW MOTORIZED REMOVED ROLL SCREENS AT THESE - PORCH OPENINGS ! Q.7 a I u k� u I I I - --- ----- � w m p q 11 ❑O❑ ❑O❑ ❑ ❑ ❑1 ❑LJ [JD❑ y ° " � C.G.. O'C Ll El ❑ u@0CL ❑ ❑ EE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2 MAIN LEVEL FIN.FL. Lj El El ElEl ElL1 El -�-- - - - - - - - - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ti � o ~ - -- i(�'B7IIII1 T+TL ,^ 31«D�Z-:2L^'ITL� .. / I / \ I _ '� �•�E,..I f�C�V� Sl]TII.i:L•RS7r:1T:I'CA t:R7_=1I:_I tIL:I L':LL:1I_a'1:-I Ii 1�1:. :3[II3LCIILTIIIII `S1TLiL'O.l:'.!T' \ ' / \ / \_ I "O a' R'y.w _ T^TTSI:'TTTI"IT] / /� \ / \ Qn � N•_ � L O Ca�/tLSL•' _aZ_I1_31_-fl--'Ll�In L'S]ZIII9Y' il'_al] "La3ISIiLLTZLY' .'3L^3T;.:.ffi'LP_ / , I \ V' O U .� Ct$ rrtr. y c ti "f O •C ## _WD WS i -WDWS =3LZ�TTi 1tffiLII:IZ2IIL•. II;LS•m.•*it i \ I _ l I I SLOWER LEVEL FIN.FL. T EL.(-)8'-6"+/-VER. - - 'T - - - - - U *LL FIN.FL.&T.O.CONC. (2)PROPOSED - 00 TO MATCH EXIST. WALL SCONCES +-' NEW PAIR 6LT/1PNL DOORS TO `p LL STORAGE RM RUN NEW LEADERS TO NEW NEW AWNING WINDOWS CO DRYWELL-REF.NOTE#4 ON DWG.2/A3 Z 00 SUNROOM EXPANSIONT( O THE NORTFI) NEW DECK0C) 00 r "^ REF. NORTH ELEVATION POR N M O REF. NORTH ELEVATION FOR CJ I ITYPLl M .NOTES M •--� TYP.NOTES ; i I I � � •� �, o � o O ' ( 2 PROPOSED NORTH ELEVATION b i I A4 Scale: 1/4" = 1'-0" I I I Iu u u u ILI U. I - GENERAL EXTERIOR NOTES i I w I I I 1. REMOVE ALL EXISTING EXTERIOR WALLS(U.N.O.) AT LL LAUNDRY ROOM& SUNROOM. PROVIDE NEW EXTERIOR WALLS AND11 El x w IEl 0I ± FOUNDATIONS AS INDICATED. U J f ~' 2. ALL NEW TRIM,RAKES, EAVES, SOFFITS& OUTRIGGERS AND BRACKETS SHALL MATCH EXISTING. Q 3. REF. DRAWING 2/A3 FOR NEW ROOFING&GUTTER NOTES. (71 w ROOFBEYOND ^ I !' `` —�- GUTTERIll TIY III Ill [ if Ill Ill Ill Ill I I If Ill Ill Ill I WINDOW SCHEDULE p �, L111.1 .11A —NEW CASEMENT WINDOW r� If 111111 Ill Ill Ill Ill O WDW# DESCRIPTIONUAN. SASH SIZE (VER.)if NOTES 0 ' Q' Q V A 10/1 DOUBLE HUNG WIND W 1 2'-0"W.X 3'-8"H +/- MATCH EXIST.W. SIDE MUDROOM WINDOW Z 4"DIAM. RAIN LEADER WY ill Ill 1/1 Ill Ill IfI B 15 LT CASEMENT " WINDOW 1 2-10 W.X 3 6 H.+/- MATCH EXIST. POWDER ROOM WINDOW" O V� Q U U � C 6 LT AWNING WINDOW 4 2'-4"W.Xril MAIN LEVEL FIN.FL. - Q FTS Q' w w �l _ — EL.0'-0" D 7 LT FIXED(IN-SASH)PTCTURF,WINDOW W/ 4 4'-10"W.X4'-4 3/4"H. PROVIDE l 1/2"H.REINF. TRANSOM SPACER O 4 LT AWNING WINDOW OVER + 4'-10"W.X 1'-7 3/4"11. AWN. BETWEEN PICTURE UNIT& AWNING UNIT OVER 1 ".ZI3T2II."7-'IIIA I `..ZZ LCEIIa:z„mm*assRmziz:x.7' .'...tII'u_`�LS'.1LLLSIISSzt7ZLa:IL:zT1 I / � V nA r:T>=nzTs,II= Tt �x"tr E 7 LT FIXED IN-SASH PICTURE WINDOW W/ 3 5'-0""W.X 4'-4 3/4"H. PROVIDE 1 1/2"H.REINF. TRANSOM SPACER r-1 NEW DOUBLE HUNG WINDOW 4 LT AWNING WINDOW OVER + 5'-0"W.X P-7 3/4"H. AWN. BETWEEN PICTURE UNIT& AWNING UNIT OVER @A WINDOW NOTES: 1. ALL NEW WINDOWS TO BE'KOLBE'CLAD WINDOWS WITH IMPACT RESISTANT INSUL./TEMP.GLASS TO MEET CODE REQUIREMENTS. REF. SPEC. SECT.8, �ti PQO pl LC�VgC kyr�\ —PROVIDE OPTIONAL COST WINDOWS TO HAVE SIMULATED DIVIDED LITES W/ STAINLESS STEEL SPACER AND PERIMETER BAR. FOR NEW MOTORIZED ROLL SCREENS AT THESE 2. VERIFY ALL ROUGH OPENING DIMENSIONS PRIOR TO ORDERING. 1 PROPOSED EAST ELEVATION FRONT PORCH OPENINGS _ LOWER LEVEL FIN.FL. A4 Scale: 1/4" = 1'-0" SUNROOM EXPANSION- EL.(-)8'-6"+/-VER. - N ✓`Z '4212 PROPOSED BEYOND *LL FIN.FL.&T.O.CONC. e \�F iVF\N REF.NORTH ELEVATION FOR'! TO MATCH EXIST. -' TYR NOTES ' S W W r. ( EIJAJ { { { If III IliIIII III1 W Q M { 6"DIAM. HALF-ROUND GUTTERS { { W/4"DIAM.LEADER-REF.2/A3 6"DIAM. HALF-ROUND GUTTERS{ { W/4"DIAM. LEADER-REF.2/A3 LINE OF EX. SUNROOM ROOF TO BE REMOVED { I { { 1 { NEW SUNROOM ROOF W/ - { HOUSE FIBERGLAS/ASPHALT - -- 4 NEW WALL SCONCES OVER O W SHINGLE ROOFING— _ __-_ _ __ { I EQ EQ I EA. SET OF FRENCH DOORS - _ O 6"DIAM. - IDOORS DOORS _ 1 11 1 If TT 41H TLFT IE 1j HALF-ROUND LINE OF ROOF @ W. SIDE OF SUNROOM 12 13.75+/-VER. _ ((MATCH EXIST.) 12 - ARCHITECTURAL GRADE FIBERGLAS l 2.5+/-VER. SHINGLES OVER GAF UNDERLAYMENT I(MATCH EXIST.) _;;- &5/8" PLYWOOD SHEATHING- REF.2/A3 •-2 X 10 ROOF _ - MATCH EXIST. EAVE HEIGHT RAFTERS-REF. 1/A3 COPPER DRIP EDGE - - BR#4 ` NO WORK W w ROOF WINDOW RECESS TO GUTTER&RAIN LEADER-REF.2/A3 / I ! HAVE COPPER 'FLAT'ROOF W/ 2X10 FRAMING(REF. 1&2/A3 &CEDAR SHINGLE SIDEWALLS W 2 X 8 CEILING JOISTS I W/COPPER FLASHING REF. I/A3 2'-4"+/-VER. I MASTER Q BEDROOM __ MASTER Q, N '��,_ EXIST. SUNROOM ROOF& BEDROOM R49 INSUL./V.B. - ---- ------------ LOFFIT, OUTRIGGERS& EAVE NO WORK �i __ Q -'� ___ WALL TO BE REMOVED - NO WORK DETAILS TO MATCH EXIST. oo _� 1r - _---------------------- A6 5/8"GWB � - _ -_ _ _ 6"DIAM. COPPER,HALF ROUND GUTTER -' -INSTALL USING COMBO CIRCLE&SHANK GUTTER&RAIN LEADER - - ----% fi -REF.2/A3 7t PTION FOR SINGLE TOP PLATE OVER °�l, J T.O EAVE TO MATCH EXIST. NEW DECK&RAILS EXIST.CL FRMI'G TO NEW 0 r 7 A�17 BEAM AT NORTH WALL � I EW DR ED E S REMAIN-PROVIDE NEW DROPPED POST - - REF.DET'S 4&5/A6& SOUND INSUL.&5/8"GWB FIN. BEAMS I! 5 4 DWG 1/A1 FOR TYP.NOTES SUNROOM —__ A6 A6 W LIVING TERIOR TRIM/ LINE OF EX.DECK TO PANELS TO DETAIL. BE REMOVFD REPLACE EXIST. EXTERIOR LIVING OOM -------T------_ l WALL(REF.3/A6)&PROVIDE ROOM WIDE TRIM TO BE FLUTED I NEW DOOR/SIDELTS -N ------- -- EF. 1/A - dj� _ -I - - ij TO MATCH EXIST. CASING ❑O❑ ❑ ------ --- --------- - --------- REF. ]/A2 H� - - r-,I -- --- ❑ ❑ ❑ d ❑ ❑ ❑ ❑ED] �❑ ❑�❑ CEDAR SUBSILL SUNROOM h -- -- - - MAIN LEVEL FIN.FL. ❑ it ❑ ❑ i ❑ El 0 El ❑l El ❑ ❑❑ REPLACE EXIST. FLOOR ^ - --- -- - - - -- - - - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SYSTEM I�-•I W REINF.HORIZ.MULL I I - - ^ EL.0'- I -- ----- ------ - J 1____j1___J I____j1___J I___j1___ I II j I �-.-_ ________________________________ ------________ ___________- I I i J I 1 III FIXED (IN-SASH)CLAD PICTURE WINDOWS W/ AWNING TRANSOMS-REF.DWG A4 I - REPLACE EXIST. EXTERIOR -PROVIDE 5/4 X EXTERIOR CASING-REVIEW I - WALL(REF.3/A6)& REINSTALL IIT I SALVAGED DOOR MATERIAL OPTIONS W/OWNER/ARCHITECT ,1 I a REMOVE EX.EXTERIOR EXIST.BRICK PIERS 2 „ WALLS&FL. OVER TO REMAIN TILE FL. OVER I LAUNDRY ROOM y o INSTALL NEW FL. I MUD BASE o R EXIST. CRAWL SPACE SYSTEM c 3 LOWER LEVEL FIN.FL. LL STORAGE ROOM N= N ------------------------------------- - �- REPLACE EX.WD FL.W/ g aQ 8'-6"+/-VER. y � � o ti w -------- ------- - - - - - --- ---------------- __ NEW TILE FL. OVER MUD BASE E ------------- --- LOW)RLEVELT.O.CON - ----___-- o oc ------------ -- - 10/10 . . *L. 8-9 +/-VER. _'_' ________+__------ L------ Q c + CONC. J_I______________ o 1N`o EXIST.LL CONC. SLAB LL FIN.FL.&T.O.CONC. _ ti EXIST.CONC. SLAB TO BEYOND-VERIFY WWF OVER 6 MIL POLY V.B., I TO MATCH EXIST. __ _I___- _____ d, co 2"RIGID INSUL.&6"MIN. ; ; ____ r � ' REMAIN. G.C.TO VERIFY � o:' -°c I �,-, 1 I THAT THIS EXISTS. c .c•3 00 COMP. GRAVEL FILL 10"W.CONC.FND WALLf_�i EXIST.CONC.FND WALL c o�yn o o" . W/(2)#4 S TOP&BOTT. " -`-- N &FOOTING TO REMAIN. r i / \ N G N R1 o O•c &24"W.X 12"H.CONC. \ " ❑ 3 o 00 � -----------------'----'-�----------------- VERIFY d I FTG W/(2)#5'S CONT. y/ -"- --- I , ______ INSTALL SALVAGED&NEW GRAVEL AT TLOOR' SUNROOM/ SUNROOM/ 1 SECTION THRU SUNROOM ADDITION LL STORAGE ROOM LL STORAGE ROOM OF AREA UNDER NEW DECK A6 Scale: 1/4" = 1'-0" RENOVATION ADDITION 2 SECTION THROUGH NEW DECK A6 Scale: 1/4" = 1'-0" p.; oo M U G.C.TO PROVIDE ALTERNATE QUOTE NEWEL NEWEL TO INSTALL CUSTOM'INTEX MILLWORK' SYSTEM TO MATCH DETAILS. 12 7/8"�2 7/8"1 T-0" (U.N.O.) �2 7/8"" U � (IN LIEU OF WOOD) �� i r__ 3 3/4" T-101/2" (U.N.O.) 3 3/4" �"'' � pp V') ALL TRIM,RAILS&BALUSTERS TO BE CEDAR OR AZEK 71/2"X71/2"X23/4"H.NEWEL CAP ------------------------------------ V/ O M M U C •� CONT. CEDAR SUBSILL T ' -------------------- ----------- - 3 1/2"W.X 1 1/2"H.RAIL W/TOP PITCHED 3/8"EA. WAY N O N �N� 0 ----------- �..� 2 1/2"W.X 1 1/2"H.RAIL --------- ----- '" N "0, I �C NEW EXTERIOR WALLS M PAINT GRADE RECESSED PANEL- 2X6 STUDS a 16"OC.W/R21 INSUL.N.B., I I ___ TYP.@ SUNROOM-REF. 1/AE' 'ZIP SYSTEM'(5/8" SHEATHING W/ WEATHER 2 1/2"W.X 1 1/2"H.RAIL W/TOP PITCHED 1/8"EA. WAY BARRIER)&CEDAR SHINGLE SIDING ; ; ---- - --- (TYP. AT NEW ML&LL EXTERIOR WALLS) I I I TI; i � d o w 3/8"TH. TEMPERED GLASS PANEL W/WD STOPS ; _ 3/4"HW FL.TO MATCH EXIST. PLAY OUT SHINGLES AT THIS PART OF WALL TO MATCH EXIST. I 1/2"W.X 2 1/2"DP BALUSTERS I I I I a W 3/4" 'ADVANTECH'OSF T&G SUBFL.,GLUED& SCREWED ; ( -- ---------- -- - --------- MAIN --------- - --------- M - MAIN LEVEL FIN.FL. - i i 01 c) - EL. 0'-0" (MATCH EXIST.) 2 1/2"W.X 1 1/211.RAILS I w Z I , , I I - ; ; -- --- ----- - O H x I 1 I 1 13/4"X 9 I/2" LVL RIM JOIST i —2 1/2"W.X 1 1/2"H.RAIL W/TOP PITCHED 1/8"EA. WAY I I W o I I I I a N Q W I I I I 4X4 S.Y.P.,P.T.NEWEL POSTS W/5/4X TRIM (DROP ROUGH POST TO B.O.DECK JOISTS BELOW) ---- ------ L=2 - 5/4X6T&G ; I - 'IPE'DECKING 5A X 6'IPE'DECK EDGE I I - 0 M �� 9 1/2 TJI FRAMING-REF. 1/A1J (2)13/4"X 7 1/4" LUL HDR @ DOOR - - - - - -- - - --_ ------- Q O � - - - -------- R30 INSUL./V.B. VYCOR FLSH G \, (� -- -- CONCEALED COPPER FLASHING l 0 0 -TYP. CD n, - ----- 5/4 X 6 T&G IPE DECKING I I ISI ----- Q � � 5/8"GWB ! 2X10 P.T.JOISTS 2x10 P.T.BAND JOIST W/(3)S.S. SCREWS 2X10 P.T.JOISTS W '� EXTERIOR TRIM TO MATCH EXIST. "" _ @ 16 O.C. � , iv @ EA. JOIST @ 16"O.C. O a 1X4 INTERIOR TRIM @NEW DOORS&WINDOWS ; _ ____= o 0 IN LOWER LEVEL 1 X TRIM-TYP. Q � ) U ~ v--------------- -------- 12 SIMPSON HD 2A 2 7/8" (2)SIMPSON HD 2A II O �T� w ANCHORS W/1/2"DIAM. ANCHORS W/1/2"DIAM. a w w GALV.THRU BOLTS W/ GALV.THRU BOLTS W/ 2)2X10 P.T. DROPPED BM- WASHERS-(THRU 4X4 POST WASHERS- THRU 4X4 POST &DECK JOISTS) &DECK JOISTS) BEAR ON 6X6 WD POST BEYOND) a r w (2)2X10 P.T. DROPPED BM- — (BEAR ON TOP OF BRICK PIER BEYOND) ALL NEW INSULATION TO ---- ----------- --------- I-r- BE CLOSED CELL FOAM-TYP. ED AM / LATTICE W/ 1X PERIM.TRIM EA. SIDE& IX FRAME O� ,,O PLLEN�`�J�e rr----- — 16"X 16"BRICK PIER 1'-4" 3/8" (OUTSIDE FACE OF PIER ALIGNS W/ , 1 FIN. FACE OF NEWEL OVER) ( ) 3 4 /4 REF. 1/A1 FOR PIER&FND NOTES '4 J SECT. DETAIL THRU SUNROOM WALL/FLOOR/ROOF SECT. DETAIL THRU DECK/RAIL 5 SECT. DETAIL THRU DECK/RAIL } � A6 Scale: 1 1/2" = 1'-0" A6 Scale: 1 1/2" = 1'-0" A6 Scale: 1 1/2" = 1'-0" `~_°� _ CABINETS W/REC.WD ---- PANEL DOORS � w �oo L�IOo�J -- -- -- ------------ REC. ------------ REC. PANELS @ ALL CABINETS W/GLASS NEW POCKET DOORS M EXPOSED SIDES OF a, ! DOORS&SIDE PANELS CABINETS &CASING TO MATCH REC. PANELS EXIST. cv ___ ___ I ___ & TEMP.GL. SH'S -- --- __ ° DECOR. BRACKETS ° EXIST.DOOR& AT UPPER CAB'TS _ j 2'-0"W.X 3'-8"H. CASING TO REMAIN- REF.DET. 8/A7 ° WDW TO MATCH H EXIST, WDW @ W. SIDE OF MUDROOM. --— - CASING TO MATCH EXIST. o o o 0 0 D O _ � ,� OJ PULL-OUT CABINET FRONT W M W/'TRASH&RECYCLE BINS L L REINSTALL EXIST. N S.S. DISHWASHER- 48"W. ISHWASHER 48"W. KNEESPACE W/ SINK BASE 1 REC. PANELS @BACK 2 PROPOSED KITCHEN ELEV. LOOKING WEST 3 PROPOSED KITCHEN ELEV. LOOKING EAST REc. TOE KICK PROPOSED KITCHEN ELEV. LOOKING EAST AND SIDES A� Scale: 1/2"= F-0" A7 Scale: 1/2"=1'-03" A� Scale: 1/2"= F-0" EXIST.WINDOWS& CASING TO REMAIN EXIST. WINDOW& - CASING TO REMAIN NEW 5/8"GWB CEILING FIN.-TYP. VERT. TRAY I DIVIDERS o ° 3"O.C. n ECOE E"{ EXIST.PLAS. WALL FIN.TO REMAIN-TYP.--> u, EXIST. CASED 0 0 _ _-- -------- --, GL. PNL --T------------=---- —� -, SIDES@ OPENING& ---- --- ----�--- -- M ' ==== --- --- --- --- CASING TO -- - ;,' -- --- 39"W.X48"H.X22"Dp ________ - U�� " SINK EXIST. FIREPLACE SURROUND TO EXIST.DOOR&~ UPPER APPLIANCE GARAGE CASING TO L; 0 00 REMAIN W/(2) 16"DP.ADJ. SH'S& REMAIN 0 CABINETS F=====_ ______ = HIDE-A-WAY DOORS REMAIN a� ° ° TV CABINET > 1 1/4"TH.STONE _ C'TOP a� •y y •p n'� �_______.___p. 0 0 O__________�__. O (� O OO 0 O o o c --------- --------------- I I J 18"W.X84"IL X22 DP �r o I1 Q 0 ruo t 0 -� ------ ------ PANTRY CABINETS M ° °�� O� ~ ti ,°,.� o� 0 0 0 o W/(5)ADJ.SH'S DEEP o � a � s -- -- -- -- - --CURVED REC. ---_____r ______-- EXIST.BASE DRAWER - - c o ti .�'3 ° ----------- ------ ------ ------ ------ ----------- PANEL END@ -------- -------- TO REMAIN Dov° 0 o PENINSULA TYP. - -r ° o o •° M y FV N N N F77_� Im �j N O .,3 O G N� .. . .. ..: YE NEW WOLF 36"W. REC.TOE KICKS APPLIANCE GARAGE W/ RANGETOP&S.S.HOOD 5 PROPOSED KITCHEN ELEV. LOOKING NORTH -REC. TOE xlcx HIDE-A-WAY DOORS 4 PROPOSED KITCHEN ELEV. LOOKING SOUTH REF.DWG. 7/A7 „_ ,_ „ NEW 30"W.WOLF REINSTALL EXIST. Scale: 1/2 - 1 0 Scale: 1/2"= 1'-0” A� (OR APPROVED EQ.) REF./FREZ.IN U A7WALL OVENS NEW CABINETS a 00 U I VERIFY ALL APPLIANCE SELECTIONS W/OWNER � U oo �c 00 � --------------- r/1 er -------_ ------ --- -------- --- PEIFEXIST. JAMB 3314" 10 00 M O �t ROVIDE GROOVE FOR N u M U/CAB'T LIGHT FIXTURE- MODIFY EXIST CASED -- REF.E1 FOR LOCATIONS -------- ---- & FIXTURE SPEC. OPENING AS REQUIRED O BY NEW FURRED OUT WALL ------------- ---------L _ �m O 0 i j TV---I ------------------ ENTRY � N ,d 1 3/4" 44" 1, 6 1/2" 7-13/4" 1 ' F-r' 13/4' PORCH MODIFY EXIST. CASED OPEING- I �% d- E-4 (� WINE REFRIG. FURR-OUT WALL& PROVIDE NEW 5/8 GWB FIN. - UPPER CABINET SIDE & FRONT DETAIL INSTALL NEW FRAME, j A7 Scale: 1 1/2" = 1'-0" NEW BAR CAB'T POCKET DOORS& (8'-6"W.X 2'-0"DP) 6 CASING TO MATCH EXIST. BTAST AREA I NEW 30"W. REINSTALL A7 DOUBLE EXIST.REF./FREZ.. WALL OVENS -- --- ---------- W �Tl I 18"W.X 18"H. II , I HLA j X 12"DP APPLIANCE u GARAGE W/ ; ------ - - HIDE-A-WAY W — — — —•----- — — — ------- — — ----- — — — — — — — — — — — — - — — - — — — — — — — — — — j-----•— DOORS I Z --- HITCHEN ----__ _0 -REFINISH EX.HW FL. REINSTALL EXIST.TOP&LEFT SIDE OF EXIST. --___' -PATCH ALL SURFACES DISHWASHER I DISTURBED BY v 1 EXIST.PLAS. WALL&CEILING CASED OPENING TO REMAIN- FINISHES TO REMAIN-TYP. MODIFY/BUILD OUT RIGHT 1 -'--- 2 NEW WORK 5 4 3 ; O Q NEW HW SADDLE , ' ; I SIDE TO MATCH CASING AT A7 ; A7 A7 A7 NEW WDW- LEFT SIDE O Z I , I , REF. 1/A4 NEW SINK& 39"W.X 48"H.X 22"Dp FAUCET T.B.D. O O APPLIANCE GARAGE W/ 1 1/4"TH. STONE C'TOPS - Q 48"W. KNEESPACE , 13/4"WD C'TOP W/3/4" MOULDING& DINING ROOM DOORS SH'S& HIDE-A-WAY I TO BE SELECTED-TYP. i > W r7i O 1/4"TEMP.GLASS ON TOP I ' ' � NEW WOLF SRT366 36"W. ; � Z � Z 6BURNER RANGETOP -� W CABINETS W/GLASS -VER. W/OWNER --- DOORS&ADJ.WD. SH. ti ; ; ��- ° REC.PNL FRONT DRAWERS RELOCATE EXIST. SERVING CAB'T 1 1 ' /ro 1/ 0 III I-_ I I II ANGLED CORNER W � __--- - --- - ----- ----- W/FLUTES III III III Ill 11Li �T" ° `�f4 '`ter C1 I lH TURNED FEET EC. TOE KICK 18"W.X 84"II. X22"DP PANTRY CABINETS NEW WOLF VW36S S.S.HOOD OVER RANGE NEW CABINETS TO 131w PAINT GRADE CABINETS 24"W. WINE REFRIG.-VER.MAKE&MODEL W/(5)ADJ. SH'S W/EXHAUST DUCT OUT W/INSET, 1"TH.REC. PANEL DOORS, FLAT W/OWNERS THRU ROOF OF S. PORCH DRAWER FRONTS&R.EC. PANEL DRAWER FRONTS. ** DETAILS AT THIS CABINET SHALL -VER.W/OWNER CABINET FRAME STILES&RAILS TO BE BE SIM.TO EXIST. SERVING CABINET *FIELD VERIFY ALL DIMENSIONS1 3/4"W.X 1"TH. N REVIEW OPTION OF ENPOSED BUTT HINGES OR RELOCATED TO THIS ROOM. * REMOVE ALL EXIST. KITCHEN& CONCEALED'EURO'HINGES W/OWNER. 6 PROPOSED DIN. RM. ELEV. LOOKING NORTH PROPOSED KITCHEN DETAIL PLAN BREAKFAST ROOM CABINETS. PROVIDE NEW CABINETS,C TOPS, REF.SP1, PARA.6C.FOR DETAILED CAB'T SPECS. A7 Scale: 1/"2 1-0 A7 Scale: 1 1'-0 ETC.AS INDICATED. (2) WALL SCONCES �MULL. i r�l LL STORAGE ROOM STORAGE CLOSETS/SHELVING LAYOUT T.B.D. • ® I SWITCHING T.B.D. w IFLUOR IFLUOR SURFACE MOUNTED i H CEILING LT-TYP. 11 U1 w li � it —--------------------------- -- CEILING FAN-TYP. ---------- ---- ------------- ---- CF. NORTH PORCH ROLL SCREEN OPTION I N REC.DOWN LT TYP- 3 PROVIDE OPTIONAL COST TO PROVIDE POWER ^ ® FOR(3)NEW MOTORIZED 'ROLL-SCREENS ,I II ,I II ,I II I I IFLUOR IFLUOR ! OUTLETS IN SUNROOMI s I I � NORTH PORCH TO BE SET HORIZ.IN " BASE-TYP i II I _l • SUNROOM • POWDER ROOM SWITCHING I H NO WORK Q� I. T.B.D. 1- - -- .......... ---- ---------- ------------------ ►� a EX. EX.REC. LT TO z - o o �•i 1 --------- --------- ------------ - ----- ----------- ----------- ----------- I BE REMOVED w (� / -_- REF. - - x I < _ I l i✓� U FR. i x I I J °'• F� I }I I I I F.O. I I CRAWL SPACE I I I I LAUNDRY REF. i i i i LIVING ROOM EX.REC. LT TO BE REPLACED W -------- I I - ROOM REINSTALL EXIST. WASHER, - / WALL SCONCES SWITCHING T.B.D. �♦✓ DRYER REFRIGERATOR WALL SCONCE OVER I i - -------•-•-•-•--�-• I-I --------- --------- -----� w I I I /' FRENCH DOORS—�0"� ! C.F. I I I ENTRY FOYER al NO WORK 1 . I I D fl l i I I ab II ° " I I I I EX.REC. LT TO I I I I I I BE REMOVED aI I • EX.REC. LT TO BE REPLACED i E ROOF W ° 3 ® I I OUTLET w I I • ® I I TV ENTRY PORCH I -----------.-- �} E 4 I I WP ----- -L------- ------ WALL SCONCE__________ OVER CABINET 11 o � ".o�`o"..cc 0 -REMOVE EXIST. iO GFI CH1hNEY DECK OVER W NE GFIEpC„ WP i I 1 1 i =====--------- • REF. • i wVALLSCONCE& ------ ----- --------J' DN, i i t i I I I I 1 i INSTALL NEW a r o © ! .. 1 ! -"# 1 I I I 1 i ! ( I I I WALL SCONCE --------------' ! S y o y c i I I I I ii ii EX.REC. LT TO BE REPLACED i EX.REC. LT TO 1 ! O Q a o.';3 (2)ADDITIONAL REC. LTS Von O �tF GFI &ADD I I I I I i I i BE REPLACED UNDE DECK R CAB'T LT& B'FAST AREA - -- LED STRIP LT IN I I BASEMENT/ ii i, VER.EX. OUTLET i GFI CABINET W/GL.DOORS 1 MECH.AREA ii ii LOCATIONS-MOD. • • ...... i' - °N -•---•- - -• El' AS REQ'D BY NEW WORK I - - - - C. QLD a 00 -------_- I I i+I 1, II KITCHEN-- I II II �- -_ I I �•� I I 4vII II WALL SCONCE OVER C REVIEW SWITCHING OF i I I RELOCATE EX. PROPANE TANK ii ii FRENCH DOORS PENDANT I I a n DINING ROOM LTS i T- SINK DISPOSAL W/OWNERS V l OctVER.EX.OUTLET �\ i i GFI II II LOCATIONS-MOD. i ,r; I� In T-- r--I-Q ----i----I--� -------- ii ii ---------r- ---------- ASREQ'DBYNEW WORK -------- �- --------- ---- -------- ---- - L q, �'- 1 , , ------------ - ----- /•\ ' • I, --TJGF17=�7 �NUNDER CAB'T LT& LED STRIP LT IN � DOORS O/ GFIN O M UUP i GFI CABINET W/ . 111111 DN F - ------------ ---- ----------__ -------- t EX.REC. LTS TO BE REPLACEDI ! NEW S.S.HOOD OVER RANGE O cC 0 O � O W/LITES&EXHAUST DUCT OUT THRU ROOF OF S.PORCH I t # LED STRIP LT @ UNDER CAB'T LT EXIST.RANGE VENT THIS AREA aj N "03 TOP OF CAB'T ( I I i TO BE REMOVED) I ( OIL TANK ROOM CRAWL SPACE I NO WORK NO WORK � � � � ' c EXIST. WALL SCONCE ;, I MUDROOM/ 4 BE REPLACED TO LAUNDRY SOUTH PORCH ! MATCH NEW WALL + k NO WORK NO WORK j SCONCES C N. SIDE i t OF LL STOR.RM. —j I i j - - --- ---- _ ___ _ ___ _ ________ t ---- �- --- --------- - ON Q-------------L--------- �' f o � � z W � 1 PROPOSED LOWER LEVEL ELECTRICAL PLAN 2 PROPOSED MAIN LEVEL ELECTRICAL PLAN E 1 Scale: 1/4" = 1 -0 E 1 Scale: 1/4" = 1'-0" ELECTRICAL NOTES: Q W w 1.) AV REVIEW SCOPE W/OWNERS ^ x 2.)VERIFY LOCATIONS OF EXIST. OUTLETS TO REMAIN-ADJUST AS REQ'D PER CODE. O 3.)WHERE EXISTING RECESSED LIGHTS ARE NOTED TO BE REPLACED,PROVIDE NEW LED RECESSED LIGHT AT SAME LOCATION. VERIFY. O Q 4.)REVIEW LOCATIONS OF MULTI-CABLE OUTLETS W/OWNERS 5.)REMOVE EXIST.AUDIO SPEAKERS AND WIRING IN NORTH PORCH, BTAST AREA ELECTRICAL SYMBOLS_LEGEND: &DINING ROOM. O w Z Q SWITCH TV OUTLET 4ovEN APPLIANCE HOOKUP-VERIFY POWER REQ'TS �• RECESSED LED WALLWASHER LIGHT FIXTURE- 'HALO'ML 4 W Z /FAN / a/ 3-WAY SWITCH MIRRELECTRIC MIRROR REF. APPLIANCE HOOKUP-VERIFY POWER REQ'TS 0 CLOSET LIGHT(LED STRIP LT)-OPTION FOR MOTION ACTIVATED FIXTURE O 0 3 PROPOSED HVAC LOCATION SYMBOLS Q 4-WAY SWITCH 1H CLOCK OUTLET FOR PICTURE LT. tD.W APPLIANCE HOOKUP-VERIFY POWER REQ'TS -•--— UNDER CABINET LIGHT- INVISILED PRO 2 BY WAC LIGHTING CO. w U U 4 ® SUPPLY AIR GRILLE d / D DOOR SWITCH TEL TELEPHONE OUTLET W.D.• APPLIANCE HOOKUP-VERIFY POWER REQ'TS —_— CEILING COVE LT-REF. LIGHT FIXT. SCHED. RETURN AIR GRILLE O 0 DUPLEX OUTLET *MC MULTI-CABLE OUTLET 0 REMOTE IN-LINE EXHAUST FAN- "FANTECH" OR EQ.APPR. HB HOSE BIB + QUAD OUTLETPORC PORCELAIN LAMP HOLDER SP[] STEREO SPEAKER GFIO GROUND FAULT DUPLEX OUTLET ® DOOR BELL O SMOKE DETECTOR-AC/DC- ELECTRONICS 486 OR EQ. SURFACE MOUNTED 1/2 SWITCHED DUPLEX OUTLET FL R FLUORESCENT LIGHT FIXTURE DOOR BUZZER ® SMOKE/CARBON MONOXIDE DETECTOR f �SMA�C�r\ 1-0 ®F.O. FLOOR OUTLET TO BE DUPLEX(U.O.N.) CEILING FAN DECORATIVE WALL SCONCE-BY OWNER HEAT DETECTOR �� Q©p1 LC /s � WP WEATHERPROOF OUTLET RAB COIA WHT -� DECORATIVE CEILING MTD. LIGHT FIXTURE-BY OWNER FLOOD LIGHTS - 'TEKA' DWM-5116/2ccA�S , i s TEREO STEREO OUTLET AHU AIR HANDLING UNIT � - ® RECESSED LED LIGHT FIXTURE- 'HALO'ML 4 T THERMOSTAT ��., 6�24212 ���� SPECIFICATIONS FOR_ CONSTRUCTION 6. CARPENTRY-GENERAL 8.DOORS AND WINDOWS 1.REFERENCE STANDARDS:All work shall comply with the following regulations,governing standards,and recommendations: 1.DOORS: Refer to Door Schedule for sizes,locations and materials. FORM OF AGREEMENT a)American Institute of Timber Construction,"Timber Construction Manual",latest Edition. b)National Forest Products Association(NFoPA),"National Design Specification for Wood Construction",latest Edition. The Owner intends to use AIA Document A101 "Standard Form of Agreement between Owner and Contractor"(Stipulated Sum payment basis),1997 Edition,with AiA Document A 201 "General Conditions of the Contract for c)National Bureau of Standards,Product Standard PS20-70 "American Softwood Lumber Standard". 2.EXTERIOR DOORS: All Exterior Doors to be'Upstate Doors'or approved eq. Construction",1997 Edition,as part of the Contract Documents for this Project. d) Western Wood Products Association(WWPA),Grading Rules,latest Edition. A. Provide weatherstripping&mahogany sill at all new exterior doors.B. New exterior door#1 details to match existing in Dining Room exactly. e)American Plywood Association(APA),Grading and Rating Rules and Trademark Standards,latest Edition. C. All exterior doors with glass to have impact resistant,insul./temp.glass to meet code requirements. Glass panels to have simulated divided lites w/stainless steel space&perimeter bar. 1.GENERAL CONDITIONS f)American Wood Preservers Institute(AWPI)Standards,latest Edition. g)Architectural Woodwork Institute (AWI)Quality Standards,latest Edition. D. Hardware: New hardware to match existing. Salvage existing hardware from removed Sunroom door for reuse at door#1. 1. REGULATORY COMPLIANCE:The Contractor shall construct the Project in strict accordance with the New York State Building Code and all applicable regulations and ordinances of the Town of Southold and all other regulatory agencies haven jurisdiction. 3. SCREEN DOORS:Provide pair of screen doors @,new door#1 to match existing screen doors. F g having NOTE:Provide PREMIUM GRADE work unless otherwise noted. r�1 u.1 iconditions area approximate. Contractor shall vera existing conditions and dimensions priorto the start of an construction and report discrepancies 5. INTERIOR DOORS: New interior doors to be'Truestile Doors LLC' ora roved e . 1 3/4"thick �`'{ rn 2.FIELD VERIFICATION:Dimensions and representations relating to the existing site pp verify g P Y P P 2. COORDINATION:The Contractor shall carefully coordinate all Carpentry Work with the Plumbing System, HVAC System,and Electrical System work to ensure the correct placement of all elements of these systems,including,but not limited to, HVAC grilles and • ( PP q) paint grade poplar,coped construction. Panel profile to match existing. � to the Architect prior to finalizing layout. lighting fixtures.The owner and architect may require that some framing be adjusted where conflicts arise with the installation of lighting and HVAC grilles. 6.NEW WINDOWS: All new windows to be'Kolbe' ore 3.DIMENSIONS: Under no circumstances is the Contractor to"scale"drawings in order to obtain dimensions. Any questions concerning dimensions shall be referred to the Architect who shall provide the information. ( q.)clad windows with impact resistant,ensu)./temp.glass to meet code requirements.Windows to have simulated divided lues w/stainless steel spacer and W V) 6A.ROUGH CARPENTRY perimeter bar. a h specifically note herein including,but not limited to WINDOWS DOORS STAIRS AND ALL MILLWORK AND CABINETRY. The 7.SHOP DRAWINGS: Contractor shall provide a complete set of Shop Drawings including head ill 4. SUBMITTALS: Shop drawings,samples and certifications shall be submitted fort those items spec y d g, I.GENERAL:The General Contractor shall carefully lay out all framing,verifying all dimensions in the field,with particular attention to accurate) locating all lou span,high loading,or point load conditions.An resulting discrepanciesP p P g g s ,jamb,vertical mullion,and transom details for all doors and windows for Architect's approval prior to Contractor shall provide written confirmation of all window and door sizes and rough openings to the Architect and Supplier(s)prior to ordering. be promptly reported to the Architect for evaluation before the affected construction is put in place. Y g g P g g' P Y g with the Contract Documents shall fabrication. 5.PERMITS AND INSPECTIONS: The Contractor shall be responsible for obtaining all required permits and for providing all notifications to all regulatory agencies of the local municipality in conjunction with all of the required 2.FRAMING LUMBER: 9A.FINISHES inspections. (Ref.note 15 below) a) GENERAL: WWPA grade-stamped and stress-graded,"S-dry"max.moisture content: 15%. All members shall be free of warping,checking,and other defects. 1.GENERAL:Refer to Finish Schedule on Drawing A2 b)STUD FRAMING:stud grade or better. Spanning members:Douglas Fir/Larch(North),#2 or better,min Fb=850 psi.E=1,600,000 psi. W. 6.WORKMANSHIP: All workmanship shall be first-class in every respect,done by competent workmen skilled in the kind of work required,and directed by a competent foreman.Al]work shall be installed plumb,level,square,true to c)FRAMING ABUTTING MASONRY: WWPA grade-stamped,pressure-treated. line and plane and in conformance with the highest standards of quality professional workmanship. d PREFABRICATED WOOD"I-JOISTS"AND LVLs FOR FLOOR FRAMING:Sized and h " 2.GYPSUM WALLBOARD:Conform to ASTM C36,1/2"thick as manufactured by"U.S.Gypsum"or approval equal. All gypsum wallboard(GWB)shall be screwed in lace with 1 1/4" e W USG bugle head � N a spaced as own on drawings. LVLs shall be wolmanized where subject to moisture exposure.Manufacturer. Trus Joist Macmillan or equal. Protect from weather sheetrock screws,taped and spackled.Use wallboards of the maximum practical length.Minimize and stagger n P type g P g gge end joints. All work shall be in compliance with the Reference Standards of the Gypsum Construction � N specifications for installation, , , ,hole-cutting and trimming. gpriorto making any structural modifications. Handbook,U.S.Gypsum. /1 I M 7. APPROVALS: All materials and workmanship,of whatever kind,shall be subject to the approval of the Owner and Architect at any time during the progress of the work and until the completion and his acceptance of it. throughout construction. Follow manufacturer's details and temporary bracingnailingsquash blockingConsult with Architect and Engineer iF- 3. PLYWOOD: WALLS AND CEILINGS:(1)layer,5/8"thick. 8. SUBSTITUTIONS: Where material Specifications include the phrase"...or equal...',the Contractor shall obtain the approval of the Owner and Architect regarding the equivalency of any material proposed for substitution to that a)EXTERIOR WALL AND ROOF SHEATHING:At new exterior walls and roofs,Provide'Zi System'Wall&Roof Sheathing by Huber Engineered Woods LLC. Sheathing to be 5/8" thick with integrated water-resistive barrier,continuous rigid air barrier&seam 3. PREPARATION:Gypsum wall board installation shall not commence until all framing is complete,the exterior is tightly sealed and the interior is heated to 75 degrees F for a minimum of 2 weeks(oras originally specified prior to making any substitution. sealing with ZiP System Flashing Tape. Install per Manufacturers requirements. necessary)to allow for all possible shrinkage of framing materials.The Contractor shall correct any damage to the interior as a result of shrinkage at no expense to the Owners fora period of one year. 9.INCLUSIVE COSTS: The cost of the Work of the Contract includes all materials,labor,transportation,tools,services,taxes,insurance,equipment,waste disposal,and all incidentals to complete the execution of the project. b)SUBFLOORS: 'Topnotch'HP(high performance)23/32"OSB glued and screwed to framing. Manufacturer-LP Building Products inc. 4. STRUCTURAL FASTENERS: 4. INSTALLATION: During installation of gypsum board and joint compound,interior temperature shall be consistently above 60�01`. Use galvanized metal accessories.Provide USG radius corner bead at all outside corners. All cutouts for lighting fixtures and finish plates shall be neat) done to avoid gaps at the completed installation.All such defects shall be repaired to the satisfaction of the Architect. 10.PROJECT WASTE MANAGEMENT: The Contractor shall provide appropriately-sized dumpsters at a location to be approved by the Owner,as required through the Project.Maintain the premises in a clean and orderly fashion. a)Comply with New York State Code,"Recommended Nailing Schedule". g g P Y g P P P During construction,execute periodic cleaning to keep the Work,adjacent building surfaces,the site,and adjacent properties free from accumulations of waste materials,rubbish and windblown debris.Afler dumpsters are removed,return b)Provide Code-approved galvanized steel beam or joist hangers,installed in accordance with manufacturer's instructions.Provide "Simpson","Teco" or other approved fasteners at all flush-framed P4 P PP 5.CERAMIC TILE/MARBLE AND LIMESTONE:Material to be selected by Owners.Tile and stone shall be THINSET AT WALLS AND CEILINGS over cement board underlayment,USG'DUROCK'or equal. O their former site location to like-new condition. beam and joist connections. Install`Hurricane'fasteners n all rafter/wall plate junctions. Also install tie-down straps and all other fastenings as specified on Structural Plans.Ref.detail. Tile and stone shall be MUDSET ON FLOORS,all in accordance with the recommended practices and standards of the"Handbook for Ceramic Tile Installation" latest Edition b the Til c)Hurricane Ties:Provide Simpson'H3'Hurricane Ties.One at each rafter or truss. y e Council of America,Inc., ��TT � 11.PROJECT PROTECTION AND CLEANUP: Upon completion of the work,the Contractor shall remove from the entire site of the work all of the debris that may have collected during the execution of the work,and shall remove all Anderson SC,(864)646-8453.Tile entire ceiling at all showers(unless otherwise noted). h� d)High Wind Resistant Floor Tie Anchors&Hold-downs:Install floor tie anchors and hold-downs along with double studs to form continuous anchorage from roof rafters down to foundation at max scaffolding or other structures not a part of the finished project. The Contractor shall be responsible for the proper protection and maintenance of all work completed under this Contract until same has been accepted by the Owner and 12'-0"O.C.and at each corner.Floor tie anchors to be Simpson TTAT.Foundation hold-downs to be PHDS with 5/8"diameter bolts(provide CNW 5/8"couplers required) Architect,and all parts of the completed work shall be in first class condition in accordance with the plans and specifications at the time of acceptance.The Contractor shall prepare a punchlist of items to be addressed prior to final (P P lers as re q ) 6.STONE SLAB COUNTERTOPS:To be selected by Owners and installed by Contractor. 0 e)Refer to plans for specific hangers at beam connections. � o acceptance of the work. f)Provide all solid wood blocking and shims,nails,bolts,screws,framing anchors,and other rough hardware as needed for a complete and proper installation. 7.WOOD FLOORS:All Work shall be done in strict accordance with the recommended practices and standards of the National Wood Flooring Association and the National Oak Flooring Manufacturers Association 12.PROJECT CLOSEOUT CLEANING: The Contractor shall engage a professional cleaning service to clean the impacted areas to the satisfaction of the Owner and Architect at Contract closeout. The residence shall be in a turnkey and 5.MISCELLANEOUS WOOD MEMBERS: for a high quality installation. All hardwood floors shall match existing. O F" spotless condition for the Owners on their move-in date. FLOORING CONTRACTOR QUALIFICATIONS: The Flooring Contractor must have a proven reputation for doing very high quality work,meeting scheduling deadlines,and successfully completing comparable P a)Provide all miscellaneous blocking,bridging,draft-and fire-stopping as required by Building Code,indicated in the Contract Documents,or needed for a complete high quality installation. Projects. � 1 13.PROJECT SAFETY: The Contractor is solely responsible for Project safety,including the selection of methods,protective devices,sequences,and staffing needed to promote and maintain Project safety. b)Provide bridging for floor framing as required by Code and as recommended in Floor Framing System Manufacturer's instructions. `J SUBMITTALS:Provide finished samples for all types of flooring. 9B.PAINTING_ h-ti Provide termite shield under all wood sill plates 14.PRODUCT USE: Use all products in strict accordance with the manufacturers'printed instructions. . 6. TREATED LUMBER: Framing exposed to the weather or in contact with concrete or masonry shall be CCA preservative-treated Southern Yellow Pine,No.2 or better. H�T � �..W 15.INSURANCE: The Contractor shall submit a Certificate of Insurance including the Policy Number and Broker's name and proof of Workman's Compensation Insurance to the Owners prior to commencing the Work.A complete 7.SILL SEALER&TERMITE SHIELD: Provide preformed plastic sill sealer under all wood sill plates. M,,,� Release of Liens signed by all the designated Subcontractors must be submitted and a Certificate of Approval Issued before Final Payment will be released. The Contractor shall also submit certificates of insurance for each Subcontractor, rr ll 8.HEADERS:Minimum header size:(2)2x8. Provide minimum(2)2x6 stud posts to support all headers at exterior walls unless otherwise noted. Refer to Drawings for specific framing conditions,girder sizes,and layouts. 1.GENERAL: All surfaces scheduled to receive paint finishes shall be thoroughly and completely prepared by the General Contractor. For the purposes of these Documents,the term"paint"includes surface V preparation and priming unless otherwise noted. rT 9. DROPPED CEILINGS,SOFFITS,ETC.: All dropped ceilings/soffits shall be framed with Engineered Lumber or LVL rim boards to minimize shrinkage. Refer to detail drawings for finished ceiling heights,soffits,etc. 4• � 16.CONTRACTOR'S WARRANTY: The Contractor shall warranty all work against defects in materials and workmanship for a period of a minimum of ONE YEAR from the date of final acceptance of the work.This warranty shall 2. SCOPE OF WORK: P-{ dol include the repair of damage related to shrinkage of wood framing materials. 10. General contractor shall verify that all loads are transferred through continuous solid framing or blocking down to the foundation. Ensure that all partitions are built on joists or solid bridging. INTERIOR: Entire interior at Main Level,including all partitions,walls and ceilings,windows and doors,casings,beams,cabinets and moldings. � U EXTERIOR:Paint the exterior areas affected by new work w/latex based paint. Prime and finish paint all new exterior casing,wood work,trim and siding. Wood shingle siding to be a septi transparent stain'Storm'or 17. MANUFACTURERS' WARRANTIES AND MANUALS: Upon completion of the work,the Contractor shall furnish the Owner with all written warranties and equipment operating and maintenance manuals for all products used in equal. the construction of the Project. 6B.FINISH CARPENTRY AND ARC111TECTURAL MILLWORK lA SUPPLEMENTARY CONDITIONS 3. APPLICATION: All painting and staining shall be of the highest quality industry standard,smooth,uniform,free from runs,drips,sags,brush marks or'holidays'. Remove all door and window finish hardware 1.GENERAL: All millwork and trim shall be careful) cut,erected and secured with tight joints.Use fine finisher nails for all finish work;hot dipped galvanized for exterior work.Blind nailer shall be used to the maximum extent possible for finish work; during painting and replace upon completion of work.Carefully remove all paint from glazing to avoid scratching glass. �o Y g g j g PP g g P a d 1.CONSTRUCTION SCHEDULES: The owners would like to have the construction work commence as soon as possible and be completed and read for occupancy T.B.D.. The Contractor shall submit a detailed Construction Schedule face nailing shall be countersunk and stopped with non-staining putty to match finish.BACK AND FACE PRIME ALL EXTERIOR AND INTERIOR WOODWORK with oil-based paint,Benjamin Moore'Impervo'or eq.prior to installation.All work shall be 8 � P P Y P Y 4.SCHEDULE OF PAINTING: All paint/stain h a m s shall be certified 1 n sanded t receive e ow v.o.c All n' � le red a d sa d d o ece ve int r all ha finish amt shall f i thoroughly cleaned a o stain.Slightly ease s be o highest quality r p g y sharp corners of finish woodwork to be painted.Conceal stagger or locatejoints in work in unobtrusive locations.Back miter all outside corners.Cope molded inside P P g q ty g ode by"Benjamin Moore"from their Natura'line of interior&exterior waterborne finishes. In w ti in accordance with Section 3.10 of AIA A201.This Schedule shall include subschedules of all related activities essential to Project progress.Submit updated revised Schedules with each Application for Payment,oras required byP gg J c p de corners and butt square inside o�•a o � Changes in the Work,oras requested by the Architect or Owner. corners.Scarf straight running joints where unavoidable in long runs of wood molding.Where the length of molding is less than 8 ft it shall be installed as single piece. all'wet'areas,bathroom, etc.use mildew resistant product. -- o &r; U•R o a•> . 2. COORDINATION OF MATERIAL ORDERS: Lon•lead time items including doors windows tile and marble kitchen and all other cabinet millwork and plumbing fixtures, h 1 ntifie and ordered as promptly as possible 2•INTERIOR TRIM MATERIAL: Provide clear poplar or hard maple where paint finish is required. Refer to drawings for details and profiles. Maximum allowable moisture content of wood:5%-7%. All wood shall be free of defects and warpage.Thorou hl INTERIOR:-Review paint selection w/owner 8 $ ,��, €, g cabinetry p g s a 1 be identified p p y pThoroughly WALL AND CEILINGS: 'Benjamin Moore'Natura waterbome Paint.Color and finish to be selected. E^ �4.° acclimate all wood materials to average prevailing humidity in spaces where installation is to take place.Replace any trim which warps or is otherwise deemed defective by the Owner and Architect.Check moisture content of material with moisture meter priorto U Z 2 after final review of all selections with the Owners and Architect. P WOOD TRIM: Ben p g ( ) g p Apply P necessary P pp U •„1 Q a 3.OVERALL PROJECT COORDINATION: The Contractor shall be responsible for coordinating the entire job whether or not certain items are to be supplied and installed by others. installation. joiner Moore oil based paint-semi-gloss finish 528 . Coverage shall be complete.A 1 additional paint as necessa to achieve this.Provide samples on fin wall/trim for owner's approval. ti c o � 10.SPECIALTIES/APPLIANCES U c r- � >,.� � 3. FLAT CASEWORK: Wood casework,shelving,and interior boardwork wider than 12 to receive paint finish shall be constructed of architectural grade birch veneer plywood.All exposed edge grain shall be finished with a solid wood edge profile and sanded o 0 0 a� 4. ALLOWANCES:T.B.D. smooth. Refer to Drawing A7 for new appliances in Kitchen and Dining Room. Review all selections with owner. Q O .4.= r, N .- 0U, , v 2A SITEWORK AND EXCAVATION_ 4.MISCELLANEOUS SPACES: Unless otherwise noted,closets,alcoves or niches that are part of,or adjacent to,a scheduled room or space shall receive the same finishes as that space,including,but not limited to:baseboard,cornice,and other moldings,flooring, � a 2� a 0 w and finishes. 11.PLUMBING g .0 .�•° 3 a 1.SITE PROTECTION AND CONTROL: The General Contractor shall be responsible for minimizing the impact of the construction work on the landscaping and site features by carefully protecting them during the Project and EXTERIOR TRIM MATERIAL Provide r n a c `o .0 coordinating the delivery and on-site storage of all materials. 5. O . P ov de clear Western Red Cedar unless otherwise noted.Back and face prime with oil-based paint all surfaces of wood prior to installation including cut ends.Glue and nail with hot-dipped galvanized finish nails.All boardwork :c w,.o U ,,>, � and panels wider than 12"shall be constructed of APA grade stamped MDO board.All exposed edges shall be banded or otherwise finished with!solid Refer to drawings for size f 1.GENERAL: Furnish and install plumbing systems where shown on drawings and as needed for a complete and proper installation,including,but not necessarily limited to: ,g N 0 o o.r- a)Install protective fences around all existing trees to remain so d wood edging.Re gs o s o exterior casings,trim and soffit and fascia details. a)DOMESTIC HOT&COLD WATER PIPING SYSTEM: All hot and cold water piping and fittings inside the house shall be Pex copper tubing. All risers 3/4"diameter. Provide valved connections at all 3 3 w 0 3. °0 b)Install all sedimentation and erosion controls required by Federal,State and Local regulations. 6.EXTERIOR DOOR THRESHOLDS: Provide clear mahogany,finished with"Sikkens"macroporous stain/preservative under manuf.door sills. equipment and fixtures with clear I.D.labels attached. Provide tempering valves at all WC tanks. O Q a o.5 3 Provide recirculating hot water to all bathrooms. b)DRAIN, WASTE AND VENT SYSTEMS: Furnish and install all sanitary drainage piping and fixtures for proper operation of all fixtures shown on drawings in accordance with best industry standards. All primary vertical waste lines shall be PVC.Plumbing sub shall provide plumbing schematic for review with Owner and Architect. 2B.SELECTIVE DEMOLITION 6C. ARCHITECTURAL CABINETWORK c)FIXTURES AND FITTINGS: Plumbing fixtures,fittings,and trim for new Kitchen,Powder Room&washer TO BE SELECTED BY OWNERS.The Plumbing Contractor shall INCLUDE THE COST OF 1. CABINETMAKER'S QUALIFICATIONS: The Cabinetmakers must have a proven reputation for doing very high quality work,shop drawings,meeting scheduling deadlines,and successfully completing comparable Projects. INSTALLATION OF ALL NEW FIXTURES indicated on the Drawings. 1. REGULATIONS: In all activities,comply with pertinent requirements of all regulatory agencies having jurisdiction,i.e.asbestos removal,lead paint removal,etc. Follow all guidelines as noted in the Dec.2008 EPA's Renovation, 1 Repair&Painting rules. 2.GAS PIPING:Provide and install gas piping for kitchen range U 2.GENERAL: All cabinets shall be constructed to AWI PREMIUM GRADE standards for stain or paint finish as applicable. Face frames shall be of paint grade hard maple,doweled and glued at joints,and attached to cabinet boxes with continuous T&G on all 2.PRECAUTIONS: Prepare and follow an organized plan for demolition of items. Take all necessary precautions to avoid creating safety hazards and damage in parts of the Home not to be affected by the Project. sides.Finished exposed ends of all cabinetwork shall have 1/4"sinkage reveals which match panel configuration. Tolerances between doors,drawers and face frames shall be maximum 3/32". 3. PROPANE TANK: Verify with the option to relocate existing propane tank to location under new deck. '*� 3. SITEWORK:Install erosion controls as required. 3.CABINET INTERIORS: 1/2"min.thick maple(sides and backs)veneer(plywood)with applied vertical beadboard finished with two coats clear catalyzed varnish prior to assembly.Provide access doors as required for the Work. Interiors of cabinets with glass U pQ doors shall be paint grade. 4.CUTTING AND PATCHING: SEE DEMOLITION PLANS.Carefully demolish and remove from the job those items scheduled to be demolished and removed as indicated or implied in the Contract Documents. Perform cutting and '='"-, demolition by methods that will prevent damage to other portions of the existing corstruction to remain and that will provide proper surfaces to receive repairs and/or installation of new Work. 4. SHELVES: 3/4"min.thick solid edge-banded veneer plywood. All kitchen base cabinets w/doors shall have(2)pull-out shelves with sides and back(U.O.N.)All upper cabinets shall have(2)adjustable shelves(U.O.N.). 12. HEATING,VENTILATING,AND AIR CONDITIONING U *4Z r rA min,thick solid wood with exposed dovetails. Drawer bottoms: 1/4 ,min.veneer plywood.Slides:Full extension undermount concealed self-closing type, BluMotion'or eq. Drawers shall fit snugly in openings with minimal lateral 1.GENERAL: Modify system as required by new work. Verify w/owners. � G) � 5.DEBRIS REMOVAL: Remove all debris and material of any nature which are not part of the completed Project and dispose of them in a safe and legal manner. 5. DRAWERS: Sides and backs: 1/2 movement. Large drawers shall be installed with side mounted full extension slides. t� OC) V-) 6.SELECTIVE DEMOLITION OF EXISTING MECHANICAL,ELECTRICAL&PLUMBING COMPONENTS:The General Contractor and the Mechanical,Electrical&Plumbing Contractors shall coordinate the removal of all 2.KITCHEN RANGE HOOD: Install a complete ventilation duct system for the range hood with roof penetration and weathertight Qi, =S 0 (= elements of the existing systems which are not being incorporated into the new Work and which no longer serve a useful purpose.Consult with Owner and Architect. 6.DOORS AND DRAWERS: Door and drawer fronts minimum V thick.Panels 1/2 min.thick shall be recessed flat unless otherwise noted.Where wood is to be stained rather than painted,all exposed panels shall be constructed of veneer plywood. cap.Coordinate with Range Hood Manufacturers requirements and recommendations for a high quality installation and comply f-- , N with all applicable Codes.Provide submittals on wall cap. '; G d- "? E 7. SALVAGE AND STORAGE: Carefully remove and store existing doors,fixtures,cabinets,etc.scheduled to be reincorporated into the completed Work. Store on-site as directed by Owner,unless otherwise noted.Repair and clean 7• COUNTERTOPS: Refer to drawings for materials and profiles. Stone counters shall be templated and installed by stone supplier.Review locations of all joints in stone or marble countertops with the Architect prior to fabrication. -,� u = 00 00 Q salvaged items as required to return them to good working order.Refinish where indicated. 3. HVAC CONTRACTOR QUALIFICATIONS: By the act of submitting the Bid for the proposed Contract,the Bidder warrants that: ^ (5 0 (n M U 8. HARDWARE: Cabinet doors to be hinged with Merit cabinet hinges,verify finish w/Architect.Knobs,drawer pulls to be selected by owner. Cabinetmaker to include price for installing all finish hardware. Cabinet hinges to be rabbeted into both cabinet frame and a.The Bidder and all employees are highly skilled and very experienced in the Work that is being bid. 0 +-' U .' d" C� door stile. V) ^...- 3&4. CONCRETE AND MASONRY b.The Bidder has carefully examined the drawings and has noted all of the conditions under which the Work will take place. � � ,.d �M � Cn 1.SCOPE OF WORK: Refer to drawings for extent of new concrete and foundation work. 9.FINISHES: 4. HVAC REGISTERS&CONDENSING UNITS: Review locations of HVAC registers and outdoor condensing units in field. * N Q a) PAINT: Where doors,drawer faces,or face frames are to be painted,use "Benjamin Moore"or equal materials as follows: o Ct Com, CSI N 0 2.CONCRETE REQUIREMENTS: Concrete for footings,slabs and foundation walls shall be ready-mixed with a minimum compressive strength of 3000PSI C 28 days. 480 lbs.of cement per cu.yard minimum. Water/cement ratio= One(1)prime coat oil enamel underbody#21700 5. RADON MITIGATION SYSTEM: N.I.C. � 0i 0.58 minimum. Aggregate shall conform to ANSI/ASTM C33.Protect concrete work from cold temperatures in compliance with ACI 306,latest Edition. Concrete slabs shall have a minimum compressive strength of 3500 PSI 28 Two(2)finish coats"lmpervex"enamel. Color to be selected,satin finish. C� N � -I days. Provide control joints as required to minimize cracking. Prime coat to be shop applied.Final finish coats to be field applied by skilled Painting Contractor. 13.ELECTRICAL y r__� r 4 (D m b) STAIN:Where cabinets are to be stained,use a minimum of(2)coats"Guardian"or equal stain and(2)coats clear finish,rubbed down between coats. L) d. a/ F.,t i cSAMPLES: The Cabinetmaker shall prepare sample door and drawer faces for h of finish for review and approval h r 3.FOOTINGS: All footings shall bear on undisturbed inorganic soil. Any questionable bearing strata shall be brought to the attention of the Architect,Engineer,and Building Official Provide at least 3'-6"depth from finished grade as a ) p p p a each type pp by the Owners and Architect prior to fabrication. 1.SCOPE OF WORK: Provide all components as required by code and as necessary for a complete,high quality installation.Include for wiring and installing all other fixtures to be selected by Owner and noted on minimum frost protection for all footings.All soil under and around footings shall be protected from freezing during the course of construction.Step footings in a ratio of one vertical to two horizontal(maximum)where conditions require plans. different elevations to be attained. 10.Cabinetmaker to field verify all conditions and provide shop drawings for Architect's review and approval prior to start of fabrication. 2.CODE COMPLIANCE.All work shall conform to the National Electrical Code,the PA State Building Code,and local ordinances. 4.REINFORCING: Welded wire fabric shall comply with ASTM A-185 and reinforcing steel with ASTM A615,Grade 60. Refer to drawings and details for size and placement of reinforcing.Provide minimum 1 1/2"cover to all 11. Provide owner with written warranty for cabinetwork and installations. reinforcing bars and mesh. Provide 3"cover if exposed to earth. 12. CABINET SCHEDULE: Refer to drawing A7. 3.WIRING:All new wiring shall be'Romex'cable with copper conductors, 14-gauge minimum. 5.GROUT: Non-metallic,non-shrink type. 4. COORDINATION: a) Electrical Contractor shall coordinate with HVAC Contractor on power and control wiring for mechanical equipment,including but not limited to: 6. WATERSTOPS:Dumbbell shaped rubber or pvc. Condensing units 7.THERMAL AND MOISTURE PROTECTION. Thermostats w 7.CONCRETE BLOCK:Where applicable,hollow load-bearing concrete masonry units for foundation walls in dimensions shown on drawings shall comply with ASTM C90 grade N Type 1. REINFORCING BARS:ASTM A615, Kitchen&Bath exhaust fans Grade 60-bending:ACI 318.WIRE REINFORCING:A STM A82. WALL REINFORCING:Embed horizontal ladder galvanized reinforcing system'Dur-o-wall'or equal at 16"o.c.vertically in all concrete block walls. 1. SCOPE OF ROOF WORK: SUNROOM RENOVATION/ADDITION Dryer vents � U w b)The General Contractor and Electrical Contractor shall coordinate their work with the Owner's Alarm System Installer. 8.FILLED CONCRETE BLOCK:Where applicable,fill,top course of concrete block solid with concrete,except at structural bearing points where entire wall shall be filled solid.Where installing anchor bolts or reinforcing at block 2. NEW ROOF SHINGLES: Match existing. o walls,fill cells solid with non-shrink grout. 5.DEVICES:Install standard switches,receptacles,and cover plates thrmighout.Dimmers:Provide dimming capacity to all new lighting circuits where indicated on plans(except in coat closets,pantry,garage,&at E...I exterior lighting). Toggle switch with integral slide. All closet lights to be door-switched unless noted otherwise. � W 9. MORTAR: Type'M'for masonry below grade,Type'S'above grade. 3. RIDGE VENT: Install prefabricated low profile ridge vent,'Cor-a-vent'or approved equal,at all ridges,to be covered with cap shingles to detail.All work shall be installed in accordance with industry standards for highest quality work. 6.LABELING AND PANEL LOCATION:Label all circuit breakers clearly and in-type.Locate subpanels on each level of the house to facilitate ease of access.Review location with Owner/Architect. o 10. ANCHOR BOLTS:Install 10"long,1/2"dia galvanized threaded hook bolts with nuts and washers at 4'-0"o.c.maximum and embed 7"minimum,spaced F-0"max from comers at tops of foundation walls throughout new wood sill 4. ROOF FLASHINGS: i-. �� MM plate system. (A)GENERAL:ALL COPPER AND ROOF ACCESSORIES FLASHING:Shop-formed 16 oz.red copper unless otherwise noted.Exposed edges of all flashings folded under 1/2".Comply with all'Copper Development Association'guidelines and 7. LAYOUT REVIEW:Contact Architect in advance of placing frame-in kits for recessed lighting to arrange site visit to review final placement of lights. General Contractor shall coordinate carpentry framing with � W recommendations for highest quality installation. electrical plans to avoid conflicts with fixture locations. )-0 �/1 I L BRICK PIERS: Provide brick piers at new Deck. Brick shall match existing brick at Porch Piers., (B)BASE FLASHING:Minimum 8"high,projecting 4"minimum onto roof,full 96"in length. Q W w (C)CAP FLASHING:Lap minimum of 4"over base flashing and extend minimum of 4"vertically up under siding.Nail securely along top edge at 8"o.c. 8. WALL RECEPTACLE MOUNTING:Set all wall receptacles exposed to view horizontally in base molding throughout,except where cabinetwork requires alternative location and height.Refer to drawing for Q (D)STEP FLASHING:Provide step flashing at all intersections of sloping roofs and vertical surfaces,at dormer sides,and at chimneys.Flash all chimneys to their flues.Weave flashing into shingle courses with 3"min.laps. specific conditions. .!� P4 xj 5.STRUCTURAL STEEL/MISCELLANEOUS METALS (E)VENT PIPE FLASHING: 16 oz.red copper(no exposed PVC will be accepted).Flash and centerflash all pipes penetrating through the roof surface.Extend base flashing minimum 6"onto roof. (F) VALLEY FLASHING:Closed valley type-18"min.width of sheet. 1"min.high center formed crimp.Lap sheets 4"min.longitudinally over a layer of ice and water shield. Q� 1.STEEL FRAMING MEMBERS: Comply with ASTM A36.Provide detailed Shop Drawings of steel connections for approval. (G)MISCELLANEOUS FLASHING:Furnish all flashings required for the work of other trades,such as masonry and carpentry.. � (H)Exterior door and window heads and column caps and water table.Install red copper flashing over wood drip cap at heads of all ext.doors,windows,column capitals,and watertable. O toO 2.STEEL COLUMNS: Where applicable,steel pipe columns to support loads shall comply with ASTM A53,Grade B. Top and bottom plates 1/2"thick minimum.Anchor bolts to comply with ASTM A307. Refer to drawings for sizes (I)SAVE DRIP EDGE:16 oz.red copper. F-4 and locations.Provide detailed Shop Drawings,for all connections where(2)or more beams bear on a single column. Qom, 5. GUTTERS AND LEADERS: Conform to industry standards for highest quality installation. ✓ ►(�) Z 6. THERMAL INSULATION: Wall and floor insulation shall be closed cell foam insulation as follows: O Q� � Q a.)EXTERIOR WALLS:R=21 in 2"x6"framing F-i 4 b.)ROOF:R=49 minimum 7.SOUND ATTENUATION INSULATION:Provide Roxul 3"'Safe n'Sound'at all interior walls and floor/ceiling assemblies made accessible by the work. ^ O 0 � Q 8. EXTERIOR SIDING: Cedar shingles to match existing. (, ~ o � w a w � W 0 a H _tw �DA ^ p,LLCA /�`'���° ����1AM 1 * .G, ,a 15 1 I` ' � 71\ c N fir, OSFN I I i ❑ E :1 ]d_ I I I111 11 till it IIIW -- i IMPLl w I u I I Ill HAW It I­ III MM I., Ill Ill m lit [if Ill Ill Ill Ill Ill Ill fit I I I I N I M n T� Oil mg V1 7F7 "291 1 EXISTING EAST ELEVATION FRONT 2 EXISTNG NORTH ELEVATION W X1 Scale: 1/8" = 1'-0" EX1 Scale: 1/8" = 1'-0" W O � �NI w w tFnay I r��y7-7}�� -�I}�}1�1 J.I { Its IIr rII IIr SII TII 711711 i, ! ® ® 0, I I i C�� �•C I ! - -El �Ij E E It it I I - t I 1. yNvpaQ _ I I � cro � a,•� c�a 0 0 ❑ p� r❑1I�-1t�C r�1� ITr❑ I ❑7iT-��r❑4 q °'b °'O i J !: 1LL 1111 I.J_JJ ILLJ °v' u chi s't I o i i I - - — a ti 12 ot•a° y N 6 r-T-F-F G g 3 I tIII IM led 11110 1111 1?-11 1&L 1?P-1 yhWfv�m = - - -- - - IN _ a00 11 all Ill I I U _ �,'4 --I,, _ _ moa f,. h., mum PIE] tu—­­ a-1212m a� : ❑ ° a�; =i ice.°,r- - m U Ill Ill Ili Jilt, 00 00 3 EXISTING WEST ELEVATION 4 EXISTNG SOUTH ELEVATION o 00 M Xl Scale: 1/8" = 1'-0" ``- *xJ1 Scale: 1/8" = 1'-0" � � U d- � c� M Q �� U I I -- -- -- N_ DC / ct --------- / --- ------------------------------- ---- ------------------------------- -------------- -------------, -- ------------------- I I u Ii I I III ! 1 MI I I j l I I II II i _ m ! I m I I -.- i I I I II II I I .- II o it } m 1 I m II it NORTH PORCH I I m 1 CLOSET II ii SUNROOM POWDER ROOM 1 LAUNDRY 'I it I m I m II II II -- ----- ---------- ----- I! u---------------- --------------JI f - - - REF �° II TOIL FR. 1 1 I � . 41N. REF CRAWL SPACE SSER @ERRQ4� Bn7_t1 I OBEP$44`± 1 I I ❑, I I I i I I I I ; I , I D DINING ROOM I ENTRY FOYER i "`( I I I Z ► 'a >— 10 I I I I I C) hal z ;� I s oR stall I I I I vl W ( UP I Q -- - ------ D i I I I t l Q w - - O ___ CHIMNEY --�— -- ENTRY I I BarF.t --- BALI. _ PORCH I I g qurrl Y i t i ` I Z 1 I CHWJEY i l H111111 ' UP i I St ES SHL WES HALE ON i I I I I SJik ON i i ' u I W.O. REF. 1 HALL O I DECK OVER BASEMENTMUCH. „o o+ II o DECK LIVING ROOM FAMILY ROOM KITCHEN X I� jI BEDROOM ° ° t3�R�oM II Ij BEDROOM ! O � II II j II I Z I P , I II Ij it X u� a �t BATH II 0 = CAH RANGE I ° uIN I I I - I I LL== --�I II--- ------------ ---------------�� ` ,z a _ --J L---------------- --------------- ____________________ I I \ i t 1 PANTRY/ OIL TANK ROOM CRAWL SPACE I i LAUNDRY SOUTH PORCH L------------------ -- ON IL---------------JI _ L-------.----------J �1' -_ _ — I 7 PORTION OF EXIST. I I G / SEPTIC SYSTEM-REF. _ � DA SITE PLAN �LLFN 5 N ( \� 6 N N N EXIST.PARTIAL LOWER LEVEL/FND PLAN 1 EXISTING MAIN LEVEL FLOOR PLAN EXISTING UPPER LEVEL FLOOR PLAN 8 EXISTING ATTIC LEVEL FLOOR PLAN EX 1 Scale: 1/8" = 1'-0" �� X 1 Scale: 1/8" = 1'-0" *X:��1 ) Scale: 1/8" = 1'-0" EX 1 Scale: 1/8" = 1'-0"