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HomeMy WebLinkAbout45978-Z �OSHf �oG Town of Southold 2/12/2023 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43834 Date: 2/12/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1645 Bungalow Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-3-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/3/2021 pursuant to which Building Permit No. 45978 dated 3/25/2021 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 covered entry and finished basement,to existing single-family dwelling as applied for. The certificate is issued to 1645 Bungalow LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45978 1/20/2023 PLUMBERS CERTIFICATION DATED James Orlowski fic\ 0/2022 0 v th ri d ignature _ TOWN OF SOUTHOLD ay BUILDING DEPARTMENT a TOWN CLERK'S OFFICE ca 6 oy�o ao� � 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#: 45978 Date: 3/25/2021 Permission is hereby granted to: 1645 Bungalow LLC 90 Parkwoods Rd Manhasset, NY 11030 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1645 Bungalow Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-3-20 Pursuant to application dated 3/3/2021 and approved by the Building Inspector. To expire on 9/24/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $864.00 CO-ADDITION TO DWELLING $50.00 Total: $914.00 Building Inspector SOUj�QI . 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.devlina-town.southold.ny.us Southold,NY 11971-0959 QlycDiJNT`l,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1645 Bungalow LLC Address: 1645 Bungalow Ln city:Mattituck st: NY zip: 11952 Building Permit#: 4597$ Section: 123 Block: 3 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: SA Electrical License No: 62094ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Detector 1 Duplec Recpt 73 Ceiling Fixtures 21 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 20 Smoke Detectors 3 Main Panel 200X2 A/C Condenser 2 Single Recpt Recessed Fixtures $5 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 4 Transformer UC Lights 2 Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 61 4'LED Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D, Mini Fridge Notes: Whole House Renovation w/ Finished Basement & Service Upgrade Inspector Signature: t Date: January 20, 2023 S.Devlin-Cert Electrical Compliance Form 0So.. . ct�,rne�+�Mra � � tlft 543'1 Mnn Robd N W1 ;NS Sw6()IA.KY t19'14Am- L � tslJlu)L-4G DEPARTIALN-T Tt)WN OF SotMHU[.0 CFRIIFICAT10INN f D�fa: 142 Buildine Permit No. -� (.awn Cf` __. (Pesos jeiel) Plumber:,✓Y+`+t) Ulla✓ N_. (phase print) [certify that the sold=uwd m the water supply?Ysum ccntaas leis thm 2J140f 1% kad- (Plumbs sip a6ue $wvm to beturc me this dry of 20. 7-Z .IAt�RUsssrQV€r NCIO V Reit Stile W Naw York r Na.01fjOvx % ONSUMd in SuAN4 Gaurdy N-MY pub4c. F— -C--W q�j ��DE SO(/Tyo * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1 ST [ ROUGH PLBG. `[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION '[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: e.�.o n DATE 30 ?o 31 INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT 76S-1802 INSPECTION [ ] -FOUNDATION 1 ST [ ] ROUGH PL13G. [ :] FOUNDATION.2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ]Y FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ -] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATEql;ol:uINSPECTOR r �atf SOUIyo 1. 6 ( � ✓ J�'v L-Ar �0 6 y S 7 � 4' # # TOWN OF SOUTHOLD BUILDING DEPT. `�cauxn ' 765-1802 IN=SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION'21SID [ ] INSULATIOWCAULKING-- [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). ] CODE VIOLATION [ ] PRE C/O REMARKS: � o vJ-C �g tyl� C-D A !6 DATE L17 /2- Z INSPECTOR Lv3 o�aOF SOUIyO l [ (Y q5 e�3v �(r0" # # TOWN OF,SOUTHOLD BUILDINGDE . co 765-1802 lNSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A- of C IC 6 Vr�� ., < DATE < �i� INSPECTOR S 7► hO��OE SO(/j�o� * TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND /FINAL SULATION/CAULKING FRAMING /STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: U � S h DATE101141 -0-VVINSPECTOR OF SObTyo 4s 1 / I " # # TOWN OF SOUTHOLD BUILD G °DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATION/CAULKING- [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) DE VIOLATION PRE C/O REMARKS: Sn/nz�_ f QdA ^AA1" /tqlzltdfv c c I Siv" f-0 C! 14 OA ciff DATE - N 17 11A, INSPECTOR ce--<4- - � 2 -12 CHARLES M. THOMAS R.A. PLLC 206 LINUOLN STREET RIVF_RHE.AD, NY 1 1 901 (51 6) 702-3519 CDrHOMA563 @AL7L.nnM M.aRM4 24, 2021 Building Department Town of Southold Re: Roth Residence 1645 Bungalow Lane, Mattituck New York 1000-123-3-20 Amanda, This letter shall serve to certify that based-on field measurements the 10 foot contour line is approximately 30 feet seaward of the existing house at its nearest point.Therefore the entire residence is beyond the 10 foot elevation line..The addition is a small infill area and not extending beyond the existing lines of the house. Thank you for your attention to this matter. Ptcasc contact me with any questions you have. Very t y yours '11 R ES M. THOMAS. R.A., } 1- 7j: fill Westermann, Caitlin (p QV n��lG� L "q o From: Todd & Bea Roth <btroth@optonline.net> Sent: Monday, December 5, 2022 1:13 PM To: Westermann, Caitlin Subject: 1645 Bungalow C of O items Caitlin, attached are the following items outstanding that Sean/John wanted to see to give final sign off to close permit and issue Certificate of Occupancy: 1)Picture of fencing blocking access to side of outdoor basement steps. 2)Plumbers lead certificate 3)Picture of wall board added to cover underside of basement stairs. 4)Picture of addition of vent fan for half bathroom Please let me know if I need to do anything in g further. Thank you Todd Roth 516-316-2929 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unex ected emails. arta ter � 4 t' r if NONE NONE ■NO ■ - MEMO NONE x-14 r• - 1 h 1 aw%" 541?s bio.R000l 179 P-0.110K 1179 � ,�t• Sasmo10,1tY 119'11495 twtu)M3 DEVARTN Eh7 TOWN OF SOUTHOLD CER IBICAT ON Building Permit Na. Owntr (Pks-Pte) - Plumber: ✓N�+eJ {f�o✓aIj (Pfeate print) I ccr+ify Hutt the solder wed in the++seer supphr system Cmaim less than 2110 of 1% kad- (Plumhe 5ignsturc) Swam w befnrc TMthis z 0 rc. dny of ©rl�br� .20 Z JAME Auufsoqu NOWY Put"K-Star or Now Yak -- tta osRt7piR3sp attaMraO N aMraat CoutAY Qk�o �r OonnlYipn laakN Aio'r.0t,10p NaarY Public. V y+y R .l' i, 1 ' s t a iq '"fir •a. *O .f .. � . ���`, . �_- '�,. . t q� �... s f,.MJ.. t� s t�,Y .{:. i,s`t% .- '.,_ j Bat Cl- s 77. O � �w Y •`moi,�� -�z co -A IV J o Ytj ell ¢ � 6 aEow 8� c CFO -1 g� I. ► _ 93 � r low $ /'• _:.� :_... _ J._ Vit:. r t-'_. .�� f .y�^ Cj:' Z _ f ��. .� 1 l ;i a �� ti r ..� Jr V r ��.� �.,.'. \'1i �. `�' i Suffolk County Dept. of Labor, Licensing & Consumer Af HOME IMPROVEMENT LICENSE Name EFRAIN OLIVA ORTEGA This certifies that the Business Name bearer is duty licensed OLIVA E HOME IMPROVEMENT CC by the e County of suffolk Fra*Lk, Nard� License Number: H-59681 Issued: : ':ommissioner Expires: 01 /01 /2022 FIELD INSPECTION REPORi7 DATE COMMENTS FOUNDATION(IST) H ------------------------------------ 'FOUNDATION(2ND) z AT (L a co ROUGH FRAMING& t=i PLUMBING H G; INSULATION PER N.Y: H STATE ENERGY CODE c� C P b Le Sous 3 Z " -43 FINAL ADD IONAL COMMENTS 4'44 - 4 rl p"o 3- ► . 5 i'2 10`�q m wr M �. s _ a O� b H J- 0 d M H N, fy TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annek 54375 Main Road P.,0. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtomm.gov Date Received For Office Use Only L^-... __. PERMIT NO. Building Inspector- Applications and forms must be filled out in their entirety.Incomplete applications MAR 3 202 1 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: I-APPLIWI;01:: N Opel . Name: LC Tax M a p#:SCTM#1000- l,2_ Physical Address: IL lvl - Email: 2- -Phone#: .- Mailing Address: 4vs- _Mca/,'Y 4,oL , 0 IRS T, c6w PE' Name: Mailing Add res s: Phone#: Email: k e—o_e_f goo 1�q ki " DES,GN PROFESSIO L RM��TIIO Name: Ma ili 1,ng;I.Add ress 01 J NM P Email: CCJJ-V\0WM� Phone#: -CONT CTO INFOKMA�F�M,', Name: Mailing Address: Phone#: Email: P ED',6Nifku"a' I 0 DESCRIFTIQ N� []New structure ElAdditio,.n PA/Iteration []Repair ElDemolition Estimated Cost of Project: ElOther Will the lot be re-graded. OYes 0 No Will excess fill be removed from premises? DYes RNo NTf N:3 T PER I T P OPRMA 0 Existing use of property: lArj fytL Intended use of property: �Auyyiv Date of Purchase: Name of Former Owner: Zone or use district in which premises is situated: Are there any covenants and strictions with respect to this property? ❑Yes Wo IF YES, PROVIDE A COPY. 21 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,Newyork and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are Punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted By(print n ): 1 � Authorized Agent ❑Owner ateSignatureo Appcant: FPD ...... .. . STATE OF NEW YORK) SS: COUNTY OF i ) i being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the '44 ' (Contracto gent 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 +� day of 20 41 N a lic rin Mu y-Apleello Notary Public State of New York PROPERTY OWNER AUTHORIZATION REG County of 01 M ulfolk 7 i (Where the applicant is not the owner) Expires April 14,20-541 - I, Toc/c/ ILD i residing at /'10r1b6s`se rL 11020 do hereby authorize Ck NG% 7-�y ria S to apply on my behalf to the Town of Southold Building Department for approval as described herein. 0e s Signature Date %odej h Print Owner's Name ,ff' IING DEPARTMENT- Electrical Inspector ­J TOWN OF SOUTHOLD APR 28 2qbw cm n Hall Annex- 54375 Main Road - PO Box 1179 co Southold, New York 11971-0959 7 0570 'n' FN' 11MYelep hone (631) 765-1802 - FAX (631) 765-9502 fillTc, 'kutholdtownny.gov — seandasoutholdtownny.ciov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Informatioh Required) Date: V/zI/Z/ Company Name: -.3,4 r::::'1.aC+r1'L-'0d __Zvc. Name: 12,C /-do S -11'a License No.: ML 6z,)9Y email: s� !4th0d' ("P") Phone No: 7- TT-Eil request an email copy of Certificate of Compliance Address.: 2.9 Old U JOB SITE INFORMATION (All Information Required) Name: 13UOCIC4(0") Address: 16 v 9tAa1o&) L(,ne ft,�Advc,16, /t,i Cross Street: V Phone No.: Y16 - 3/6 - X 9 2 Bldg.Permit#: "/S97? email: Tax Map District: 1000 Section: l Z 3 Block: 3 Lot: 2-D BRIEF DESCRIPTION OF WORK (Please Print Clearly) &�Aro&n d emodel Check All That Apply: Is job ready for inspection?: ®YES E]NO Rough In E]Final Do you need a Temp Certificate?: EJYES NNO Issued On Temp Information: (All information required) Service Size 71 Ph ❑3 Ph . Size: A # Meters Old Meter# F New Service ❑ service Reconnect [:] Underground [—]Overhead 1# Underground Laterals DI 02 nH Frame [:]Pole Work done on Service? El Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx h�O�g�EFOL,rcoo y� BUILDING DEPARTMENT-Electrical Inspector H z TOWN OF SOUTHOLD W � D,y • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �Ol �a0 Telephone (631) 765-1802 5101-1 Temporary Certificate # 1Z Date 2022 Customer Name 4S lummvlbw LLC- Electrician Name SA Elfck i c^ Address bVh ap.) ILhMA;4_,c4-oC Phone e-mail b+r D n(' e-mail c+r-%%4 VoirNLCIV Y4hoc.cov� Phone License# Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid or 90 �mthe date ab e. Authorized by BUILDING DEPARTMENT- Electrical I for TOWN OF SOUTHOLD FER 17 U �S C* =` Town Hall Annex - 54375 Main Road - PO 13%.1179CIO ��?? Southold, New York 11971-0959 TowN�psG pFp Telephone (631) 765-1802 - FAX (631) 765-9502 o`)yo�o rogerr(cb-southoldtownny.gov -- sea nd0a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/17/22 Company Name: SA Electrical Inc. Electrician's Name: Ricardo Small License No.: ME-62094 Elec. email:saelectricalinc@yahoo.com Elec. Phone No: 917-455-4183 01 request an email copy of Certificate of Compliance Elec. Address.: 28 Old Squiretoan Rd, Hampton Bay, NY 11946 JOB SITE INFORMATION (All Information Required) Name: 1645 Bungalow LLC Address: 1645 Bungalow Lane, Mattituck, NY 11952, Y Cross Street: Park Avenue Phone No.: 516-316-2929 Bldg.Permit#: 45978 email: btroth@optonline.net Tax Map District: 1000 Section:123 Block: 3 Lot:20 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical for finishing basement, one and a half baths, kitchen, dining and misc. for renovation. Square Footage: 11814 Circle All That Apply: Is job ready for inspection?: R1 YES ❑ NO ❑✓ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑V NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 2 0 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION C6) U V �� v LS BUI ING DEPARTMENT Electrical Inspector �SUFfOL�- p ~moo APR Z 8 Z ell TOWN OF'SOUki`OLD o. - 4bwn Hall Annex - 5.4375 Main R'ad - PO Box 1179 1 w:;. x... Southold, faty York 1-1,971-0959 BY'f yf = i�'���Ielihone (631) 71?5-1802 - FAX,(631) 765-9562 ` rogerr(a southoldtownny.gov seand(a�soutlioldtownny.gov: APPPICATION F0R''ELEGTRICAL 1NSQ,E,C>710N -ELECTRICIAN INFORMATION (AII Inforniatio6 Required {.� Date: Z/ Company Name: J,4 el V Ck iC.cr . Name: �,'e.� rr,�o ..�.. Zi Z ' - IS I License No.: MiL 62M . email: 461,-r- 'Ca l i ACV!e-,Phad, am. Phone No: 7 l 7- y s S= y �,� _�.request an emai ;p lance Address.: 2?dld S r2 JOB:SITE 1:N•FO:RMATION (All lnformatiori'•Requited). Name: :: :Address: oL42LC,eIi— ;Cross Street: .. Phone No.. S:.l" % 3/6 :.Bldg.Perrrit#: t/S' `7. email: �il-ro��i.�I �-u�l�h�: Tax 40. District: 1000 Section: L Z 3.: Block: 3 Lot: .. Z D ; I BRIEF D.ESCRIPTIOIV OF WORK.(Please Print,C1early) rvdn-1 1^�rvtdr/l�i/... :•.:..: Check A11 That..Apply: y,1. x: Rou fn in C Is job ready-fdY inspection. . ®YE.S ❑NO ® h g Do.yo.0 need aTemp Certificate?: . ❑YES O'NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter* ❑New Service ❑ Service_Reconnect ❑:Underground ❑Overhead f' El . y # Underground Laterals' ❑1 ❑2 [ H Frame ❑Pole Work done on Service? Ely T. Additional Information: PAYMENT DUE.WITH,APPLICATION . � U L-. Electrical Inspection Form 2020.xlsx .. j PERMIT# Address: Switches' Outlets _. GFI's a Surface 2� Sconces r as UC Lts Fans .:. ... ... ..... . _..., .. _... ....:Fridge HW' r � Exhau - Oven :Gv W/o . . .: Smo.kes..I. :.._.... : .....DW ....� . -..... .... _.. ....:.. .. .... Mini :..... ':. Carbonto _ en a or. r� Comlict op .[ s ;: .. ., ` 1 C 1 fer ookt� n ...:.. ... . . AH Hood - SeAG _ . .: •tel . Comments: 41A, . . . . ,.. ; s •� I i ���yfFOL��O BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD i Town Hall Annex - 54375 Main Road - PO Box 1179 ca �o Southold, New York 11971-0959 '�•tJ O� Telephone (631) 765-1802 - FAX (631) 765-9502 roQerr _southoldtownny.Qov — seand@southoldtownnv.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Utokv-i Gq L2 C , Electrician's Name: License No.: (0'-AM1,Y Elec. email ,5 p,-e (-e rj�6C @ Valm , ew-.- Elec. Phone No: ❑I request an email copy of Certificate Af Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 16�5r 10 LA) L C, Address: w 1~y� a44��-(�(�, I'l 5'-Z„ Cross Street: Phone No.: - - 0 a, c' v i e Bldg.Permit#: email: Tax Map District: 1000 Section: Block: 3 Lot: 20 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑NO [:]Rough In F� Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size M1 Ph❑3 Ph Size: 400 W- ervice Meters 0 /10- Old Meter# _ ❑New Service[]Fire Reconnect[]Flood Reconnect ReconnectEgUnderground QOverhead # Underground Laterals 1 2 N H Frame Pole Work done on Service? fR Y RN Additional Information: , 3 w. � rt S u^c�pfJrr0UV,d PAYMENT DUE WITH APPLICATION Pontino Susan to From: Todd & Bea Roth <btroth@optonline.net> Sent: Friday, January 6, 2023 10:21 AM To: Pontino, Susan Subject: Fwd: 1645 Bungalow C of O items J Begin forwarded message: OJA -fo From: Todd& Bea Roth t>li t <btroth oponne.ne @ Date: December 9, 2022 at 5:34:13 PM EST (/To: "Westermann, Caitlin" <caitlinw ownny.gov> Subject: Re: 1645 Bungalo o O items No John ' e one who told me to put that fence to satisfy the requirement since we discussed that are planning to move the deck/patio over to the edge of the stairs and there will be a rai ' g there. After discussing with John he specifically told me to do what I did. Please look at t inspection done by John for final building inspection. It was subject to Plumber Certificate, t e fence and final electric. Requiring me to do a full fence would make me put something in at significant cost and then rip it out. Please remind John and I am happy to speak with him. I did exactly what John asked and listed on his inspection. ank you On at 9:20 AM, Westermann, Caitlin <caitlinw@southoldtownny.gov>wro e: Hi Todd, Sean and John reviewed your pictures and everything is all good except for the fencing on the basement steps. There needs to be a fence on that other ledge that is at least 36" high and able to withstand 200 pounds. After that is completed John will have to come out to reinspect. Attached I have the picture you sent to show what he means. Please let me know if you have any questions. Best, Caitlin From:Todd & Bea Roth [mailto:btroth@optonline.net] Sent: Monday, December 5, 2022 2:57 PM To:Westermann, Caitlin<caitlinw@southoldtownny.gov> Subject: Re: 1645 Bungalow C of 0 items Yes. Thanks On Dec 5, 2022, at 1:29 PM, Westermann, Caitlin <caitlinw@southoldtowM. ov>wrote: Hi Todd, I got your pictures,just want to make sure the address is 1645 Bungalow Ln, Mattituck. Please let me know thanks, Caitlin From:Todd & Bea Roth [mailto:btroth@optonline.net] Sent: Monday, December 5, 2022 1:13 PM To:Westermann, Caitlin<caitlinw@southoldtownny.gov> Subject: 1645 Bungalow C of 0 items Caitlin,attached are the following items outstanding that Sean/John wanted to see to give final sign off to close permit and issue Certificate of Occupancy: 1)Picture of fencing blocking access to side of outdoor basement steps. 2)Plumbers lead certificate 3)Picture of wall board added to cover underside of basement stairs. 4)Picture of addition of vent fan for half bathroom Please let me know if I need to do anything in g further. Thank you Todd Roth 516-316-2929 ATTENTION:This email came from an external source.Do not open attachments or click on links from unknown senders or unexpected emails. <image001.jpg> <image002.jpg> <image003.jpg> <image004.jpg> <1645 Bungalow.png> 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: Todd &Bea Roth <btroth@optonline.net> Sent: Tuesday, February 7, 2023 8:02 AM To: Pontino, Susan, Subject: ---——1161`Electricalins ection You can mail it to: 90 Parkwoods Rd 1 Manhasset, NY 11030 L&I �J Thank you On Feb 7, 2023, at 7:22 AM, Pont,-& san<susan.pontino@town.southold.ny.us>wrote: John said that would be ok. He will give it to Connie to type the CO. Would you like a call when it's ready or is there an address you would like it mailed to? It will be a few days. Thank you. From:Todd & Bea Roth<btroth@optonline.net> Sent: Monday, February 6, 2023 12:05 PM To: Pontino,Susan <susan.pontino@town.southold.ny.us> Subject: Re: Electrical inspection I spoke to John this morning and installed a return wall on side of back stairs that is at least 3ft long. Please show him the attached pictures and this should be the last item.Thanks <image001.jpg> <image002.jpg> On Jan 20, 2023, at 8:45 AM, Pontino, Susan<susan.pontino@town.southold.nv.us> wrote: You are all set with Sean. John said he still needs to call you about the fence. He is hoping to call late today or Monday. It's been a hectic week here for some reason. If you don't hear from him you are welcome to reach out to him at 631-765-1802 any morning between 8 and 9 before he goes out on the road. Thank you. From:Todd & Bea Roth<btroth@optonline.net> Sent:Thursday,January 19, 2023 6:31 PM To: Pontino,Susan <susan.pontino@town.southold.nv.us> Subject: Re: Electrical inspection 1 Westermann, Caitlin From: Todd & Bea Roth <btroth@optonline.net> Sent: Friday, December 9, 2022 5:34 PM To: Westermann, Caitlin Subject: Re: 1645 Bungalow C of O items No John is the one who told me to put that fence to satisfy the requirement since we discussed that we are planning to move the deck/patio over to the edge of the stairs and there will be a railing there. After discussing with John he specifically told me to do what I did. Please look at the inspection done by John for final building inspection. It was subject to Plumber Certificate, the fence and final electric. Requiring me to do a full fence would make me put something in at significant cost and then rip it out. Please remind John and I am happy to speak with him. I did exactly what John asked and listed on his inspection. Thank you On Dec 9, 2022, at 9:20 AM, Westermann, Caitlin<caitlinw@southoldtownny.gov>wrote: Hi Todd, Sean and John reviewed your pictures and everything is all good except for the fencing on the basement steps.There needs to be a fence on that other ledge that is at least 36" high and able to withstand 200 pounds. After that is completed John will have to come out to reinspect. Attached I have the picture you sent to show what he means. Please let me know if you have any questions. Best, Caitlin From:Todd & Bea Roth [mailto:btroth@optonline.net] Sent: Monday, December 5, 2022 2:57 PM To:Westermann, Caitlin<caitlinw@southoldtownny.gov> Subject: Re: 1645 Bungalow C of O items Yes. Thanks On Dec 5, 2022, at 1:29 PM, Westermann, Caitlin <caitlinw e,southoldtownny.ggv>wrote: Hi Todd, I got your pictures,just want to make sure the address is 1645 Bungalow Ln, Mattituck. Please let me know thanks, Caitlin 1 From:Todd & Bea Roth [mailto:btroth@optonline.net] Sent: Monday, December 5, 2022 1:13 PM To:Westermann, Caitlin<caitlinw@southoldtownny.gov> Subject: 1645 Bungalow C of 0 items Caitlin,attached are the following items outstanding that Sean/John wanted to see to give final sign off to close permit and issue Certificate of Occupancy: 1)Picture of fencing blocking access to side of outdoor basement steps. 2)Plumbers lead certificate 3)Picture of wall board added to cover underside of basement stairs. 4)Picture of addition of vent fan for half bathroom Please let me know if I need to do anything in g further. Thank you Todd Roth 516-316-2929 ATTENTION:This email came from an external source.Do not open attachments or click on links from unknown senders or unexpected emails. <ima9e001.jpg> <image002 Jpg> <image003.jpg> <image004.jpg> <1645 Bungalow.png> 2 of 4or r - � ' 2 ;YDi c �� sr ` y Qt9lac '`�`,, ,'' 1 Oma) �K- + - V v v moo. REYISiONS YOUNG Y °.: G : 400 OSTRA;"+DER AVENUE, R1�'ER '=AD NEWYr??K ALDEN W. YOUNG HOWARD W. YOUNG f-POFESSIONAL EM45INVER ANO LAND SURVEYOR LAND SURVE70R. M.Y S. LIC. NO. 12-245 N.Y.s LIC NO- A5893 d93 3 .\ i C�.Y SLI ,itY FOR: HAR;,LD ti. WHELAN a JOAN F. , HEL- AN t 16 u r � aT # 1„ GUARANTEED TO. � TT � �•y 'iv I GUA tAN TEED TITLE OIV::,�O�( Gr -� hMcR3C4N TITLE INs.'.R,�FiC� �D Ji.'tJ --' L'—" IMAROLD ri. WHELAN 5 `..' imy 7C K DAT= c_ I s c.� Y Y J� ::iJG i8 , 19 ! 7 ? = 46 o0. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. ,AJ :. ARCH ITECT 12 EXISTING EXTEND EXISTING CONSTRUCTION D EXISTING RDF REVISIONS D E S C R IP T SHINGLES TOR _MAIN MATCH EXISTIN 1"X2" RAKE TRIM ON ROOF SHINGLE 1"X8" RAKE BOARD 7/20/22 ADD 1/2 BATH & FULL 710ELLAR 6" FRIEZE BOARD I Ii EXISTING BOARD BATON SIDING TO REMAIN J" X 4" WINDOW & DOOR SURROUNDS L I L-01 (rrPicA Q JJ 1� J CN125 1668 1668 E TIN3 BOARD & BATON SID NG TO REMAIN 8"X8" COLU WRAPPED WITH 1"X AZEK NEW 14080 O.H. DOOR BY "CLOPLAY" E FRONT ELEV TION Yj EXISTING 12 D EXISTING ROOF SHINGLES TO REMAIN W 12 Q4 1"X2" RAKE TRIC, z O 1"X8" RAKE BO 6" FRIEZE BOA I Q OW © uj Q ® Q U -� z 8"X8" COLUMNS WRAPPED WITH 1"X AZEK :D u EXISTING BOARD & BATON EXISTING BOARD & BATON EXISTING BOARD & B:+TON LijM SIDING TO REMAIN SIDING TO REMAIN W EXISTING BOARD BATON SIDING TO RtMAIN SIDING TO REMAIN 0 :1 —z In n' L J n Q0 Q E SIDE ELEVATION E SIDE ELEVATION 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" _1 SCD rj r SSI lJ 2122 111111 111111 1 TQI�NOFSVV:I 3LV I I I I I i 11 F_TF I I 1 11 T_TF11 I i I ii Fil I ]I I I Ill I 1 1 1 11 11 1 1 1 11 11 1 1 1 11 11 1 1 1 11 11 1 1 1 11 11 1 1 1 11 11 1 1 1 11 11 1 1 111 111 1 1 li 11 111 11 11 1 1 1 11 11 1 1 1 1 11 1 1 1 11 11 1 1 Ill 1771771-77 111 IIIIIIHII Charles M. Thomas I I I - --ill 11 ill 11 1 a r c h i t e c t I I T.O. PLATE HEIGHT _ _ _ PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 =8_L0_ WINDOW I I PROJECT © 73032 3032 �. a 011 LA o I 0 0 T.O. FIRST FLOOR PROPOSED ELEVATIONS FWG 8068 - - DATE: 2/1/21 PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. CMT CHK BY. DWG No. E REAR ELEVA ION WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM GROUND DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN a_ 001 -FO 00 SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM 4 SCALE: 1/4" = 1'— EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE 1 OF 4 LOAD (MPH) DEPTH TEMP. REQUIRED INDEX 20 PSF 140 NO NO YES B SEVERE 36" MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATICNS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBL CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN P RT, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i ' f? ARCHITECT 24'-0" REVISIONS D E S C R I P T 1 0 N 7/20/22 ADD 1/2 BATH & FULL CELLAR EXISTING WINDOW SCHEDULE WINDOW KEY V-6" 2'-7" 3'-9" 2'-4" A 1 1_ _ B 00 c I o E ,_ _ N AO N ® © 00 Q F - _ 0�1 M G - - Ll 3' Y2 BATH ADDED OVER EXISTING r-4 DECK 3._, „ * * " 1'-10" EXISTING STAIR10 s0010 EXISTING BATH TO BE RE PAND KITHCEN AS 59'-8" 25'-10g" 12'-78" 21'-22" AN 281 2'-7" X V-8" 3068 3031 4 56t2 3032 FWG 8068 Q EXISTING - -- -- -- (2) 11 1/4" ML DOOR 5,_ o ( HE R LDW HEADER O I ROPOSED iv I REMOVE WIND 0 W SCHEDULE EXISTING BATH I SOFFITS IN Fr, t Z XISTING 1. 8.. KITCHEN M W K TCHEN o LINE SCALE: 1/4" _ l'-o" OF )�DNih NEW LA OUT AS SHOWN EXISTING N ►- 0 15'-65 L 1 11 _ J CATHEDRAL UCEILING 1 EXISTINE EXISTING 5'-3" I REF. �ININIG LIVING ROOM F-- ISLAND = I L EXISTING CLG U Z Q CATHEDRAL o _ PROPOSED �- — HT TO REMAIN Q CEILING o © W z rK INTERIOR - z w aI PROVIDE 5/8" TYPE "X" GYP. l Oj IL�GE— r z N N Q 0 WALLS AND CLG I J -O �I � I I � w~ Z O _j }- w WIUJ o m D :D EXISTING I 10 a wI C GARAGE o z M EXISTING SLAB TO REMAIN I I o N© N LINE OF O 0 N w 16'-4" oz EXIST NG WALLS 42-4' Zo F- RE MOVEDI I I 10'-3" a (3) 9 Y2" ML Q LUSH HEADER I � W Ld 6-10" EXISTING EXISTING � _ - - - - - - - - - - - - A DITI O CLOSET o EXISING DN. ISTING z CIO l .1 < U II II " 0 8'-1" "' 4'-1" "' N tcsEr EL PROPOSED 5'-0" 3'-0" W II II FOYER o o w L 00 II II 3-0 M O z Of ZI 0SFOWER SHOWER 0- N 0- I nO / II II EXISTINGry II 16 8 3C68 166 MASTER I 1 H o PROPOSED EXISTING Q_. Q (2) ,s" ML HEADER °° BATH N� BEDROOM LJ " F ON PORCHNEW AO T AS 3'-1" �— Da NEW 14080 O.H. DOOR BY "CLOPLAY" CN 25 0 BLUE TONE SHOWN L o N PER OWNER 8'_1" 5' 0" 0 . (3) 2"X _ HEA ERR 206 J EXISTING BATH TO BE 8"X8" CLU REMOVED AND REPLACED EXISTING'o WRAPPED WI H 1"X AZEK Q WITH (2) BATHS AS SHOWN CLOSET .I N 9'-2' 0o 9'- I o s L E G E N D 1 to EXISTING "2 BEDROOM - EXISTING EXISTING N zw BEDROOM OI — — — — - TO BE REMOVED �=cf) NO w - PROPOSED FRAME WALL EXISTING WINDOWS TO BE REMOVED Charles M . Thomas 13'-5" 2'-0" 11'-0" EXISTING DOOR TO BE REMOVED a r c h i t e c t 9-7„ 10'-72" S-71" 4'-0 " 4'-0 " EXISTING 27,_g„ EXISTING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 59'-8" PROJECT P PROPOSED FIRST FLOOR PLAN SCALE: 114" = 1'-0" PROPOSED FLOOR PLAN DATE: 2/l/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. 1 [&-F0702-01 F2 OF 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PURL CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ` " ARCHITECT REVISIONS D E S C R I P T 1 0 N 7/20/22 ADD 1/2 BATH & FULL CELLAR —LINE—OF EXISTING DECK ABOVE — — — — — — — — I I I 59'-8" EXISTING WINDOW SCHEDULE 8., 7'-4" 8.. 2'-11" 1,-6„ 2'-7,. 3,-9„ 2,-4„ > > I AR-­ 0 * -* 0 m l B - - Y Y I POUREDCONCRETE STAIRS TO Dm3-0 _07 m a CELLAR, # 0 STEPS TO BE E _ N Q N ® , © ° nQ Lu EXISTING o I I DETERMINED ON SITE PER GRADE F _CD DECK I H - - il N x w I 3Ld '-Ile 1 S-7" 7 I ILl Ll O Ld z zI S o11 PROVID 36" HIGH GUARD RAIL ON a 1 I TOP OF PC ALL EACH SIDEI i o M 4" DIA. DRAT TO DRY WELL 7'-4" EXISTING DROPPED FOUNDATION WALL AT PROPOSED 2" X 10" FJ DOOR. 0 16" OC. FWG 6068 coF R M V EXISTING ST/IR HOUSE r DOUBLE FJ HEADEF WINDOW SCHEDULE d FAIAE NEW 71LOOR 0 I I DDR PNEWS TING 068 SOL NDATION WALL- FSCALE: 1/4" = 1'-0" to STORAGE L S T o I �Z � 13'-2" .n '� co - - - - - - - `` oo c xLn I N I W X X 0 0 w = I X N c0 ^ 8'-6" w CLOSE OFF EXISTING STAIR DOWN I N v PROPOSED WITH FIRE RATED CONSTRUCTION z ® `�06 �os� BATHROOM z N F 1 d I 125 CFM EXHAUST ° X Q 0 x CO UMN CASEMENT- r— FAN TO EXTERIO w LINE OF CANT FLOOR ABOVE ``' (TYP I (NEW )/2 BATH ABOVE) I L J N SEWAGE L _J o iv ���EJECTOR PUMP 5/8' TYPE X SHEET ROCK WALLS AND I UNDERSIDE OF FLOOR FRAMING TO I I z FIRE CODE SHHET ROCK CLG. 00 — _ _ = s OKE Q Wj s� ' S I O ® 0111 D TECiOR 0 I I — N I ( NZr) X O REMOVE EXISTING © DETECTOR o LAUNDRY D / \\ �B D I L E R� EXISTING I N N WALL GARAGE SLAB I W X I "' — �� —_SMOKE "W" I � I EC 10�� U) Q U N p 4' S" 8' G" O DETECTOR / J I EC ROOM LLJ II < I \ = I PR VI E 5/ " TYPE "X" GYP. I-- e� COUNTER O� ao IBD. ON FILING ABOVE J I I -10 ti I I o I FOURNA E ID AT LEAST 3'-0" Q Z. s NN A L SID S AS PER N.Y.S. / \ PROPOSED ;� PR POSE �I ODE v NEW 8"X8" P.C. PIER ON qq 24"X24"X12" P.C. FOOTING F I I CELLAR ¢ UP, �1ND� I�2 I n 6'-0" 3'-8" I Q ADJUST HEIGHT OF CONCRETE I I I^I STOR GE II ETE SLAB NEW FJ PIER O ARE FLUSH THAT F WITH TLOOR OE I OVER 6 MIL. PO 4" POLRED Y ETHLENE I w W ' I I EXISTING SUBFLOOR I I I VAPOR BARRIER ON WELL EXISTING STAIR UP TO REMAIN F PROPOSED ro w �I I COMPACTED POROUS FILL CO CLOSET cV I HVAC I I O I I r> I N I- — — _J WOOD FRAM:_.D N LO 22'_6" STEPS & LAND 8" 8'-1" 8.. ANCH RAND BOND TO EXISTING �� }- ITH 5 REBARS ®12" O.C. VERTICAL EXISTING DROPPED FOUNDATION WALL AT TYPIC L) 6� �j� OVERHEAD DOOR. 12'-9" 12'-8' DROP EXISTING FOUNDATION WALL FOR CO EXISTING NEW 14'-0" WIDE GARAGE DOOR — — I I LNEW CONSTRUCTION I- - - - - - - - - - - - - - - X A BASEMENT (TYPICAL) — — — — — — — — — — — N 4" P uREo CONCRETESL\B I 7'-4" CEILING HEIGHT L — OVE 6 MIL. POLYE LE E I 1.. 8" VAP R BARRIER ON WEL FURRED OUT CONC. WALLS W 2'_5�"T 2'-0" 7'-12 C7 COM ACTED POROUSFIL „ p 2 12'-3" I W/2 x4"METAL STUDS w EXISTING OPENING in16" O.C. & SHEET ROCK��� R-15 INSULATION p 8 "POURED CONCRETE FOUNDATI IN cn �`' m (TYPICAL THROUGHOUT) X X n0 WALL ON 8"X16" POURED CONC ETE b w m m- FOOTING MIN 36" BELLOW GRA E. — — 04 r n ADJUST FOUNDATION ACCORD GLY TO — — — — MATCH EXIST. FIRST FLOOR ELEVATION EXISTING 2" X 10" FJ I EXISTING 2" X 10" FJ (TYPICAL) 9,-2.. I 0 16" OC. 0 16" OC. 0 N coco I I I I I z L- J Z I � `^ S X COLUMN CASEMENT w CRAWL SPACE TO 1 I (TYPICAL) FULL CELLAR I 13'-3" I 13'-2" °° I Charles M . Thomas . I I a r c h i t - e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT 23'-10" 8'-1" 27'-9" 59'-8" P PROPOSED BASEMENT PLAN 2 SCALE: 1/4" = 1'-0" PROPOSED BASEMENT PLAN DATE: 2/l/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. 4 0- 003- 00 JOF4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PURL CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 6 .yJ �' . . - ARCHITECT EXISTING RID REVISIONS J DESCRIP T ION 12 7/20/22 ADD 1/2 BATH & FULL CELLAR NEXISTING RIDGE OVER flfS�� KITCHEN AND CRR SISTER NEW RR OOM DINING R TO EXISTING 12 LINE12 MATCH MATCH 12 �'4g I EXISTING NS�RR� EXISTING EXISTING EXISTING(— aq rr WALL ®�6" 12 0 fNSpCgrip� p Q4 2"X8" RR 0 16" O.C. MATCH EXISTING OVER FRONT PORCH FASCIA T.O. PLATE HEIGHT _ I NEW 2"x10" C.J. 0 16" O.C. _ _ _ _ _ _ T.O. PLATE HEIGHT REMOVE EXISTING CEILING - - JOISTS OVER KITCHEN I HEADER 5/a" SHEET ROCK WALLS AND CEILING LINE OF EXISTIN .=811 S T O— WINDOW WALLS TO BE I I LINE LINE OF NEW (3) 2"X1C" Al REMOVED EXISTING CONSTRUCTION HEADER EXISTING I I WALL BEHIND ci KITCHEN II PROPOSED 0) I o °° ISLAND II FOYER I °° II 6' I 8"X8" COLUMNS WRAPPED " / WITH 1"X AZEK BLUESTONE 4" POURED CONCRETE SLAB T.O. FIRST FLOOR PER OWNERZ OVER 6 MIL. POLYETHLENE EXISTING 2"X10" FJ 0 16" O.C. NEW 2"X10" FJ 0 16" O.C. VAPOR BARRIER ON WELL COMPACTED POROUS FILL " SHEET ROCK CEILING EXISTING PROPOSED GRADE BASEMENT e c 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE 8" I I VAPOR BARRIER ON WELL ` Z COMPACTED POROUS FILL �1 — LR-15 OUT CONC. WALLS 1� 2 METAL STUDS C. & SHEET ROCK ULATION THROUGHOUT) N E W 8" POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED CONCRETE FOOTING MIN 36" BELLOW GRADE. ADJUST FOUNDATION ACCORDINGLY TO L I CROSS SECTION MATCH EXIST, FIRST FLOOR ELEVATION (TYPICAL) SCALE: 1/4" = 1'-0" O W � w z QO o R TER TO WALL 0 W (14) 10d x 1 1/2" FASTENER W W z QAffikANd IL z Ridge Beam � U O O0 Ln MTS12 ry RIDGE 0 Q RAFTER D10 Simpson Strong Tie WITH CEILING COLLAR TIES ® 32" O.C. CS-20x18" MIN. WITH (7) 10d COMMON NAILS PER RAFTER INSTALLED OVER PLYWOOD RAFTER TO WALL RIDGE STRAP TIE SCALE: N.T.S. SCALE: N.T.S. CS16 Charles M . Thomas STUD TO BAND JOIST (20) 10d x 1 1/2" FASTENER ° a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 721-7993 MTS16 PROJECT I° 1 I I .I MSTA LTP4 ° LTP4 e D58 ROOF FRAMING PLAN & Uplift connectors shall CROSS SECTION bypass each other to LTP4, spacing as required for prevent cross—grain Simpson Strong—Tie shear. SSP spacing for uplift. tension of band joist. r--� ADJUSTABLE HANGER DATE: 2/16/21 SILL TO RIM JOIST PROJECT No. (12) 8d x 1 1/2" FASTENER SCALE: N.T.S. DRAWING BY. CMT CHK BY. DWG No. 0- 004- 00 4 O 4 L THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PURL CATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. %,N N � ,r i AP RO PD AS NOTED a v` =� � `��`�'�'�"��- ';;;�� ARCHITECT t2 III III III Hill S _ EXISTING DATE: �3 B.P.# t EXTEND EXISTING CONSTRUCTION( D FEE: Bv: EXISTING ROOFi _ _ SHINGLES TO REMAIN NOTIFY BUILDING r r P ;RTMENT AT REVISIONS D E S C R I P T 1 0 N MATCH EXISTIN I I I I I I I I I I I 1 11 1 1"X2" RAKE TRIM ON 765-1802 8 AM 10 4 PM FOR THE 1"X8" RAKE BOARD ROOF SHINGLE FOLLOWING INSPECTiG1JS: 6" FRIEZE BOARD 1. FOUNDATION - T��JC REQUIRED I FOR POURED CONCRETE 2. ROUGH PLUMBING 3. INSULATION 4. FINAL - CONFTP'.'770N MUST EXISTING BOARD & BATON BE COMPLETE - O. SIDING TO REMAIN ALL COPaSTRUCTI-t, :--'ALL MEET THE " x 4" WINDOW REQUIREMENTS OF THE CODES OF NEW & DOOR SURROUNDS YORK STATE. NOT RESPONSIBLE FOR (T Y P I C A L) DESIGN OR CONSTRUCTION ERRORS. LLIT CN125 NEW YORK STATE & TOWN CODES 1ss8 1ss8 AS REQ�JIR;-D AND CONDITIONS OF EXISTING BOARD & BATON SIDING TO REMAIN e"xs" coLu r,^I ori Ir,.,r-r,1p11 WRAPPED WITH 1 cI �,I IItiG BOARD"x AZEK "" Sn IT�� -rn„�inl TRUSTEES NEW 14080 O.H. DOOR BY "CLOPLAY” E FRONT ELEVATION SCALE: 1/4" 1'-0" OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY 12 EXISTING p w EXISTING ROOF 12 SHINGLES TO REMAIN uj a4 Z 1"X2" RAKE TRIC 1"XB" RAKE BO Q O 6" FRIEZE BOA O W w Z Q Q fvO z B"XB" COLUMNS LL WRAPPED WITH 1"X AZEK D u EXISTING BOARD & I EXISTING BOARD & BATON EXISTING BOARD & BAr_)N W SIDING TO REMAIN SIDING TO REMAIN v Co EXISTING BOARD & BATON SIDING TO REMAIN SIDING TO REMAIN O d' O/� 1_L — O LO I— 1� uo I— LL Q rE SIDE ELEVATION E SIDE ELEVATION RETAIN STORM WATER RUNOFF 2 SCALE: 1/4" 1'-0" 3 SCALE: 1/4" 1'-0" PURSUANT TO CHAPTER 236OF THE TOWN CODE. s 1NSPEC J�;L;c4 AEQUIRED All exterior lighting PLUMBER CERTIFICATION installed,replaced or ON LEAD CONTENT BEFORE (repaired shall conform - - - - - - - - - - - - - - CERTIFICATE OF OCCUPANCY o Chapter 172 - -_ - ERTIF t rii - SOLDCR USED IN WATER of the Town Code III III IFT �f SUP,.PLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. 111 11 Hill 1 11111 11 Hill 11 Hill 11 1111 11 1111 11 111 11 11 Hill 11 11111 11 11111 11 Hil I 111 11 111 11 Hill I I I HIM will 11 1 Ill Hill 111 1111 ill 1111 111 1111 111 1111 111 Charles M . Thomas PLUMBING, a r c h i t e c ACL PLIJA�BING WASTE t T.O. PLATE HEIGHT TOTING WATERLINESPO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 6'_8" T O— WIND W PROJECT © 3032 3032ILL--ji ILL_ 0 Blovvcr door end ductwori; testing required. T.O. FIRST FLOOR PROPOSED ELEVATIONS FWG 8068 - - - DATE: 2/11/21 PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. CMT CHK BY. WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWG No. E REAR ELEVATION GROUND WINTER ICE BARRIER FLOOD AIR MEAN a_ 00� _r070 SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM 4 SCALE: 1/4" = 1'-0" LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX 1 of 4 QFPTH 20 PSF 140 NO NO YES B SEVERE 36" MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIGNS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Z11 V� 24'-0 REVISIONS D E S C R I P T I O N EXISTING WINDOW SCHEDULE WINDOW KEY t'-s" 2'-7" 3'-9" 2_4„ A y - B - �0 o Q. _ _ 1 i E - N N ® M © o F 3-OZ - G - 3'-06" -- H - - _ o EXISTING 3'-1 DECK10 * * k l s a, co EXISTING BATH TO BE REMOVED EXPAND KITHCEN AS SHOWN 59'-8" 25-10A" 12'-7j" 21'-24" 30A 56 2 3032 FWG 8068 EXISTING - - - DOOR ( L (2) 11 1/4" ML 1 HE ER DW 1I HEADER REMOVE I WINDOW SCHEDULE EXISTING DN. 1 I SOFFITS IN EXISTING KITCHEN LINE SCALE: 1/4" = 1'-0" OF 1 I NEIN LAYOUT AS S bWN EXISTING L — J I CATHEDRAL CEILING Im I EXISTINE �I ~ = EXISTING MINE REF. _0ININILG LIVING ROOMLd z , CATHEDRAL LL_I I� o ISLAND — x I a EXISTING CLG 0 z ¢ CEILING o © N � i _ PROPOSED _ �f HT TO REMAIN Q o a INTERIOR of I F Z w Q w LO PROVIDE 5/8" TYPE "X" GYP. 0 L — �` — �IL�GE J I=� — J I z p� I 0 Ln WALLS AND CLG F I`� ro L J L w 0 o O LIJN W h oh o o ,- - � EXISTING 1 Ia o Io o JI GARAGE 1 a Ia I� o a Z > > z M EXISTING SLAB TO REMAIN �© TZ O 0 W N X N LINE OF „ w 16'-4' EXISTING WALLS 42'-4 I— Q d o REMOVED I I 10'-3" a (3) 9 Y2" ML Q FLUSH HEADER 6- " EXISTNG EXISTING v - _ _ _ _ _ _ _ _ _ _ _ _ _ A DITI N - o CLOSIET o E)IS NG XISTING 00 I I DN. N LOSET Q Z U umII II F 11 11 PROPOSED 5' 0" 3'-0'. o J w FOYER o � 43'-0- OWER 0I'llM M o Z oS SHOWER a = NLn II II EXISTING II I) 16 8 n37C68 1 fi MASTERCPROPOSED EXISTING z Q (2) 16" ML HEADER 11L 0 BATH BATH �� EDROOM � pX" RONPOR N� _ NEW LAYOUT AS NEW 14080 O.H. DOOR BY "CLOPLAY" CN 25 0 BLUE TONE Da Da VIZI-11A I tSHOWN 1n o LO PER OWNER 8'-1" 5'I (T4 0 o" I _ (3) 2"X10" — LLL M HEA ER 206 EXI TING BATH TO BE 8"X8" CLU REMO D AND REPLACED EXISTING'o WRAPPED W11H 1"X AZEK WITH (2) AT HS AS SHO CLOSET .' N 9'-2' ao L, .1 9'- I - A /p, V v c z cn LEGEND EXISTING w BEDROOM — EXISTING EXISTING N CDw BEDROOM o — — — — _::Y - TO BE REMOVED H0 cn o w - PROPOSED FRAME WALL IF= EEED EXISTING WINDOWS TO BE REMOVED Charles M . Thomas 13'-5" 2'-0" 11'-0" J EXISTING DOOR TO BE REMOVED I L3 a r c h i t e c t 10'-7j" 3'-7 " 4'-Oj" 4'—O� EXISTING 27,-9„ EXISTING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 59'-8" PROJECT P PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" PROPOSED FLOOR PLAN DATE: 2/1/21 PROJECT No. DRAWING BY, OMT CHK BY. DWG No. �- 002-FO0 2 O 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. %� � q ARCHITECT REVISIONS DESCRIP T ION — — LINE OF EXISTING— —DECK—ABOVE— — — — — — — — — — I 59'-8" EXISTING WINDOW SCHEDULE 8" 7'-4" 8" 2'-1' WINDOW KEY 1'-6'* 2'-7" 3-9 2'-4" > > A _ _ * -- o B m CO Y Y POUREDCONCRETE STAIRS TO p _ _ °' °i CELLAR, # OF STEPS TO BE E _ - N OA N ® M © ° a EXISTING ( I DETERMINED ON SITE PER GRADE F3-04, - DECK z H — — N x I I I 3 w 3—7.. 7'-4" V-10,. I O O S J I I F I PROVIDE' 36" HIGH GUARD RAIL ON o 1 I I I TOP OF PC WALL EACH SIDET T7 8' I 7'-4" 8" 4" DIA. DRAIN TO DRY WELL EXISTING DROPPED FOUNDATION WALL AT 10 OVERHEAD DOOR. FWG 6068 UM 2 00 F — — — — 1 DOUBLE FJ HEADE� HOUSE T WINDOW SCHEDULE DROP EXISTING FOUNDATION WALL �Ii0p. I FOR NEW 6068 SLIDER I W SCALE: 1/4" = 1'-0" M F F I I4 13'-2" 10 0o z w - _ _ _ - - - - -� F- 104 5'-1" 10-11 x < 1 W Y O x O w N 04 2�G PROPOSED I Z r .� °�� -1 1 BATHROOM 25 CFM ST F �-LLJ �� Q 0 w COLUMN CASEMENT-1- ( I FAN TO EXTERIO w (TYPICAL) _ O L_ � II C4 EJECTOR PUMP J 15'-3" , U 0OW 00 ODECTOR F s OKE _ Q W N I I N ~ DFOUONDATIONNWALL� ©~M Na�of to PROPOSED D / \ �B 0 I L E R� I Q EXISTING in I xo0 FOR CRAWL SPACE DETECTOR o LAUNDRY HWH GARAGE SLAB �;, =X I ACCESSSMOKE N o 4' S" 8'-0" �� OS --DE ECTO`� / ( � — J EC ROOM W o I I I F PROVI E 5/15- TYPE "X" GYP. I-- OUNTER Oro oD I B . ON CEILING ABOVE J x'-10" I I I ( F I FONNA L SID S1 ,E FORAASL PROPOSED EAST PER N Y.S. Q Z F o ODE M F PROpPOSE I it NEW 8"X8" P.C. PIER ON i 24"X24"X12" P.C. FOOTING I I I I I .I CRAWL I I UP. PROPOSE $TAI I r> I 0 SPACE II s'-o" 3'-8- ADJUST w, n m D HEIGHT OF CONCRETE STOR GE PIER SO THAT SUBFLOOR OF r7 I 4" POURED CONCRETE SLAB I r — — L J — NEW FJ ARE FLUSH WITH THE I I I OVER 6 MIL. POLYETHLENE EXISTING STAIR UP TO REMAIN I EXISTING SUBFLOOR VAPOR BARRIER ON WELL F PROPOSED N �I COMPACTED POROUS FILL I CLOSET iV I HVAC I O MI I `In .t WOOD FRAMED I N L J I N � O � l 22'-6" STEPS & L NDING 8$' 8'-1" 8" AN H4RAND BOND TO EXISTING 60 — — — — WITH 5 REBARS 012" O.C. VERTICAL EXISTING DROPPED FOUNDATION WALL AT I (TYPIC L) ^j OVERHEAD DOOR. 12'-9" 12'- DROP EXISTING FOUNDATION WALL FOR m EXISTING E NEW 14'-0" WIDE GARAGE DOOR — — — F 7 NEW CONSTRUCTION (— — — — — — — — — — — — — — — UNEXCAVATED BASEMENT (TYPICAL) 00 N 4" POURED CONCRET SLB 7'-4" CEILING HEIGHT T _ _ OVER 6 MIL. POLYE LE E 2-51 :1 1.. g VAPOR BARRIER ON WEL FURRED OUT CONC. WALLS W cc 2 12'-3" 2'-0" 7'-12 COMPACTED PORou FIL W/2"x4"METAL STUDS in EXISTING OPENING i� — — — — 0 16" O.C. & SHEET ROCK Z S'PO RED CONCRETE FOUNDATION I F R-15 INSULATION F N (TYPICAL THROUGHOUT) X x n0 WALL ON 8"X16" POURED CONCRETE — — — — o w m FOOTING MIN 36" BELLOW GRADE. — — — — — `V r" ADJUST FOUNDATION ACCORDINGLY TO MATCH EXIST. FIRST FLOOR ELEVATION EXISTING 2" X 10" FJ EXISTING 2" X 10" FJ (TYPICAL) 9,_2,. I 0 16" OC. 0 16" OC. o F I N co I I coIz L_ _Z tD ~ V1 S wl COLUMN CASEMENT Iw 1 (TYPICAL) L 13'-3" 13'-2" F I I F 00 00 Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 - - - - - - - - - - - - - - - - - - - - - - - PROJECT 23'-10" 8'-1" 27'-9" 59'-8" P PROPOSED BASEMENT PLAN 2 SCALE: 1/4" = 1'-0" PROPOSED BASEMENT PLAN DATE: 2/1/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. W-FO-0-31-00 3OF4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ARCHITECT EXISTING RID REVISIONS D E S C R I P T 1 0 N 12 EXISTING NEW RIDOE OVER �X�S1IN KITCHEN AND CR/>' SISTER NEW RR DINING ROOM TO EXISTING 12 NF 12 MATCH MATCH LINEEXISTING 12 R�4g EXISTING w�R® EXISTING EXISTING 2"X8" COLLAR a TT WALL �s"0 12 TIES @ 24" O.C. SNS Q4 ON 2"XS" RR 0 16" O.C. MATCH EXISTING OVER FRONT PORCH FASCIA T.O. PLATE HEIGHT NEW 2"X10" C.J. ® 16" O.C. T.O. PLATE HEIGHT REMOVE EXISTING CEILING JOISTS OVER KITCHEN J I HEADER 5 " SHEET ROCK LINE OF EXISTIN r,J� WALLS AND CEILING 6'=8" TO_ WINDOW - WALLS REMOVED BE REMOVEI I LINE LINE OF NEW (3) 2"X10" EXISTING CONSTRUCTION HEADER EXISTING WALL BEHIND KITCHEN i PROPOSEDCn 00 ' ISLAND FOYER I I � � o 8"X8" COLUMNS WRAPPED EXISTING I IWITH 1"X AZEK BLUESTONE 4" POURED CONCRETE SLAB T.O. FIRST FLOOR DECK PER OWNER OVER 6 MIL. POLYETHLENE — — — EXISTING 2"X10 FJ ® 16" O.C. NEW 2"X10" FJ ® 16' O.C. VAPOR BARRIER ON WELL SHEET ROCK CEILING PROPOSED COMPACTED POROUS FILL CRAWL EXISTING N SPACE ===f GRADE 4" POURED CONCRETE SLAB 1 BASEMENT OVER 6 MIL. POLYETHLENE 8 I VAPOR BARRIER ON WELL ` 0 Z i� COMPACTED POROUS FILL I FURRED OUT CONC. WALLS 2 SISTER NEW 2"X8" W/2"x4"METAL STUDS RAFTERS TO ® 16" O.C. & SHEET ROCK N'E W EXISTING © R-15 INSULATION 8' POURED CONCRETE FOUNDATION (SEE SECTION) FWG 8068 (TYPICAL THROUGHOUT) WALL ON 8"X16" POURED CONCRETE FOOTING MIN 36" BELLOW GRADE. ADJUST FOUNDATION ACCORDINGLY TO LC I ow MATCH EXIST. FIRST FLOOR ELEVATION (TYPICAL) ON. EXIS' ITC NE CROSS SECTION = 00 EW L YOUT ASS 1OWN � SCALE: 1/4" = 1'-0" W0 z EXI STING EXI STING �" LWR IE DI IN LI IN R OM F. CATF EDRA z >- 0 o INTERI&VIDGE CE LING © O ~ � UJ Q R TER TO WALL W L (14) 1 O x 1 /2" FASTENER W z EX STIN - GA AGE <- ~ Q E STIN RID E _ _ _ _ _ Q `�J� r� w z Ridge Beam o U LiJ ` tADE41 CU O 71 z E STING I ° In LO N C OSET CLI SET� TING O 5;<- O o MTS 12 � RIDGE a- (_ Q PR POS Do J I CF F YE _11 XRAFTER NEW 2"X1W' rrC Ole J z rc. LJ 1131101 I Simpson Strong Tie 00 01 Exlsrl c WITH CEILING COLLAR TIES ® 32" O.C. 668 068 1368 ROP SED EXI TING 7 ® CS-20x18" MIN. WITH (7) 10d COMMON NAILS B A H PER RAFTER INSTALLED OVER PLYWOOD NEW 14080 0.H. DOOR BY "CLOPLAY" CN125 FON 7 P R HRAFTER TO WALL RIIDGENSTRAP TIE SISTER NEW RR SCALE: N.T.S. OVER FOYER TO 3) 11 7y8" L HE DER EXISTING o EXISTING ®; I z I F Charles M . Thomas II CS16 S EXISTING rr I EXISTING rr � STUD TO BAND JOIST ® 16 OC. ® 16 OC. (20) 10d x 1 1/2" FASTENER ° a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 EXISTING ° ° BEDROOM I zw BEDROOM ° MTS16 p35 cn O ° PROJECT w c I c` •� j I .I ° MSTA e ° LTP4 ° LTP4 e D58 ROOF FRAMING PLAN & ROOF FRAMING PLAN bypass eacnc other all CROSS SECTION to SCA_E: 1/4" 1'-0„ LTP4, spacing as required for prevent cross—grain Simpson Strong—Tie = tension of band joist. shear. SSP spacing for uplift. J � ADJUSTABLE HANGER DATE: 2/16/21 SILL TO RIM JOIST PROJECT No. (12) 8d x 1 1/2” FASTENER SCALE: N.T.S. DRAWING BY. CMT CHK BY. DWG No. FAI- 00 -0] 4 O 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIF EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 TOP PLATE FRAMING TO ACCOMADATE CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS . �C PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING JOISTS OR APPROVED DEFLECTION r�. -' ,-�.-• {,' '�+ ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 . u� SLOPES THAN 4 W NO / TOP PLATES _ FINISHED CEILING C . _.. -•a SECOND STORY TOP PLATE— tv�NTABLE 3.1 ATTACHED TO RAFTERS �� TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTAL ,s,.,n. � NOTCHING PROVISIONS ACCORDANCE WITH STUD INTERIOR WALLS AND H/�8o ACCO PARTITIONS JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% o BOTTOM PLATE WFCM SECTION 3.3.1.1.1 NOTCHING PROVISIONS EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE _ NSTALLED IN ACCORDANCE / STUCCO FINISHE EXT. WALLS-WIND LOADS L 240 5/8" MIN. TO EDGE � 1 -� d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 / O i ALL PANEL EDGES) WITH BRITTLE(b) FINISHES T 8d NAIL AT 12" O.C. ON ALL EXT, WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE — JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH - BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (0) CORNER DETAIL a. The wind load shall be TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 permitted to be taken as 0.7 times the cn WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE of the cantilever. WALL CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO walls of sunroom additions or supporting edge of SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON lass or sandwich panels, the total load deflection shall not AND SO BORED Cn cD LAP JOIST 3 IN. MIN. CUT INTO STUD — g p z exceed L/60. For sandwich panels used in roofs or walls of BOTTOM PLATE FOR FIRE BLOCKING o r, BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall N OR BLOCKING 16d NAIL AT 24" O.C. INSTALLED WFCM TABLE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION w s SILL PLATE . JOIST o e SECTION 3.4.3.1 ,1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE 8d NAIL AT 6 O.C. ON ALL COVERING DEAD LOAD OR BASEMET \—SUBFLOOR MONOLITHIC EDGES ANDEMB' O.C.AT N ALL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS FOUNDATIONSLAB—ON—GRADE (b) INSIDE CORNER DETAIL FRAMING EDGEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR ROOF ONLY 1.0 1.2 0 BEARING WALL 2x4 CONTINUOUS NON— BEARING WALLS: R602.6 (1 ) 8c (2� ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6 O.C. N FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Uj TYPICAL WALL, FLOOR & ROOF FRAMING- /—JOISTS JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED L� WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE • TRUSS OR CEILING JOIST 0 WFASTENER SPACING (inches) SEE STUD TO RAFTER Z FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A C LE TUD T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS Q < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL Ah ONNECTORS 'Q 0 TYPE — < 6 FEET < 8 FEET 1/2" SPACING A A R QUIRED � U ALLOWS E CH SIDE O-8d U)i N0. 8 WOOD SCREW HOLDDOWN NAILS NAILS ANCHOR WITH 2" EMBEDMENT 16 10 $ INSTALLATION HEADER STUDS FULL LENGTHo LENGHT DOUBLE A A WA STUDS 5d COOLER NAILS AT 10 O.C. F., Q AT (MIN ° NOTE: 2"x4" BLOCK NAILED TO EACH __ AT HARROW RE ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS CONNECTED TO BLOCKING N0. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o ° TRANSFER SHEAR TYPIC1L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2" EMBEDMENT (Hou) CONN CTORS AT BOTTOM OF HEADER STUDS IN _711 < LENGHT ° o NOTE: SIMILAR REQUI ED COPUE1PCFL R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C.o CONNECTION AT EA H SIDE R WALL STUDS AND AT TOP AND z ° 2-t6d COMMON FOUNDATION. LTJ — BOTTOM OF CRIPPLES 20 GAUGE STRAP n 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILS AT D6WALL FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o (� WITH 2 EMBEDMENT LENGHT ( WFCM FIGUR3. 6 )E CONNECTIONS FOR OPENINGS Q W � SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS I a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I ; FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. '— FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w12" MAX. ( WFCM FIGURE 11 ) CD c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN �' AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o ,l SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. TOP PLATE ,77 ���� d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING ° H NO CEILINGJ PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT �' DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. ° ° H/2 BUT NLFT. OT �y �� H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT E X C ED 15 AX. EXCEED 40 4WEACH END OF 1 -1/4 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ N HOLDDOWN ° CORNER STUD O GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW z o CONNECTED TO (HDU) ° BASEDON SHEARWALL REQUIREMENTS ° ° o TRANSFER SHEAR ROOF RAFTER ° o FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING G o 20 GA. STRAP— s�oL(MIW PREFERRED METHOD 1 WIDE MIN. AT HARDWARE U Q w RAFTER 4 HOLD D 0 WN 8d NAIL AT 12" O.C. ON a W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSIM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT � }a M FLOOR TO FLOOR PHD5 24„ RIDGE TENSION STRAP DETAIL CONNECTION o TABLE R301 . 5 NOTES N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. '__ SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. �, AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES EDGES) ,, O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND T A B L E R3 01 . 5 -- NAILS SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE �- WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO C"� .N S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T 8-Bd TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD A OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION I BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD 3 ROOF R RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-Bd TO STUD 745 LB EVERY STUD REQUIREMENTS. 4-8d TO PLATE GYPSUM BOARDc. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONGTIE HDU CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE "' NOTES: 6 O.C. (ALL EXTERIOR BALCONIES 40 CI) W 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT STALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND IDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP DECKS 40 NAIL PENETRATION INTO FRAMING IS ACHIEVED. V e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURE WALLS. PASSENGER VEHICLE GARAGES 50 f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE /'�{ L 00 SII * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED N HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED `v ACCORDANCE WIT-I TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDUL \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 20'6 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 HIGH WIND EDITICP) LOAD REQUIREMENT. o W g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 FOR® FOR 8d NAIL AT 6" O.C. (N Z CONVENTIONAL ONAL CEILINRAGE PEROGOTNOTE JOISTS A Db. ESECTONO R802.0 62 FOR ALL FRAMING MEMBEI'S TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AID (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE >� PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NJT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: � o EXTERIOR C0RNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY • 3 SCALE: N. T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson Strong — Tie 2.12 TH E TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN HDU TO ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. TABLE 4 WFCM 2015 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABLE 2 WFCM 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC published b The American Forest and Paper Association. Non- Structural lements ���: NAILING SCHEDULE CONNECT ONS RESISTING UPLIFT LATERAL & SHEAR LOADS P Y P GENERAL N 0 T E S: l'.'; 4 ,a 7, are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. MAX. ANCHOR BOLT SPACING (INCHES) w o: ° ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, ' UL, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local tonin and building codes and ordinances r �� NUMBER OF NAILS NAIL SPACING P g g aa. JOINT DESCRIPTION 5/8' ANCHOR BOLTS 39 sheet no. 1 havingjurisdiction and best standards of construction COMMON NAILS 1 - FLOOR All non engineered lumber to be Douglas Fir#2 or better LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 Wind Limitations-Section R301.2.1 practice., RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE UMITS ARE BASED ON ASSUMPTIONS IN TABLE 3. The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. See Table R301.2. 4 A for Wind-Born Debris g ( ( ) to all work performed on this project. „F � 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED discrepancies must be brought to the attention of the Architect 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials .and O COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. �- 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.3 shall not be responsible for the contractors failure to carry out 2-16d (SEE NOTE 1) PER FOOT TOP PLATE TO TOP PLATE FACE-NAIL Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by N TOP PLATE AT INTERSECTION FACE-NAILED Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Guards-Section R312 and as designed without the expressed written o STUD TO STUD FACE-NAILED or the building/Smoke Alarms-Section R314 consent of the Architect. 9 P HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous Foam plastic-Section R316 insurance coverage statutory 2-16d PER 2X4 STUD Flame Spread and Smoke-Section R315 Compensation, etc.) and general'liability V)in(Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) an mount not 3-16d PER 2X6 STUD Insulation-Section R316 less than $ 5 million and outornobile liability and damage oz 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be En- RnTTnM PI ATF To FI Ong .1011.;T I,IOIST FND.101ST OR RI OKING 2-16d SEE NOTE 1,2 PER FOOT Protection Against Decay-Section R317 insured on any and all policies. N FACE-NAILED Protection Against Term ites- named inbi es-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous \ FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED in each bedroom, on all floors and shall be all interconnected per code. Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Design based upon presumptive load bearing values of sand ravel and or as per New York State Code. 3-16d EACH JOIST 9 P P P g Y 9 gravel LEDGER STRIP TO BEAM FACE-NAILED at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and O 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. �� N BAND JOIST TO SLd BAND JOIST TOJSIILL LL END-NAIL OR TOP PLATE TOE-NAILED 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes (- 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. bi O ROOF SHEATHING 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be doubleLU STRUCTURAL PANELS / 14. All work to conform to the rules and regulations of the New York N 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6" EDGE / 6" FIELD 2-1 3/4"01 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds s. z W 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier the GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD Dap proofing at exterior foundation below grade-Section R406 16. These end drawings gs andnimum aspecf cation are instruments of service and - Q 8d 4" EDGE / 4" FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q O CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. 17. Architect has not been retained for site supervision, on-site U) o GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10° FIELD Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. 8d6" EDGE 12" FIELD No footing shall be set higher than a 30 degree angle from any other footing STRUCTURAL PANELS STUDS SPACED UP TO 16" OC / Pour no concrete on frozen ground or in freezing water. O Provide 3 1/2' steel lally columns. I_ Q Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD I Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HV,'02 W � Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATIOf; USE: Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U21O 2X6 0 Floor joists: see Foundation and Floor Plans, spacing as noted. Fasten per Table 3.1 WFCM. SILL ,'LATE TO RIM JOIST USE: AT EACH RAFTERLJJ 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 SSP 'CONNECTOR AT 16" O.C. NOTE: 1' OR LESS 8d 6" EDGE / 12" FIELD overhangs'as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING " Vin vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG lOd 6 GREATER THAN 1" EDGE / 6 FIELD Alluminum gutters and leaders. Siding: see Elevations. „ Tyvek housewrap. MTS 36, 16 O.C. BOLTS AT 16" ON CENTER 1/2' plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END 1/2" MR GWB in wet areas Simpson Strong-Tie O At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD CONNECTION USE: 0 P 9 P Y q• MTS 36, EACH ROOF RAFTER U210 2X6 I-- of section R310. USE 8 16d NAILS AT EACH END N Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2" U 1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16" O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < MIN OVERLAP IS 12" SIMPSON H-8 USE W/ONLY s o _J ANCHOR BOLT (14 ) percent slope), 5- 8D TO STUD ONE SILL GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), P g 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST UZ10 2X6 (EVERY STUD) STUD TO SI 7" MINIMUM EMBEDMENT underlayment ,•. ATTACH T (SEE ANCHOR SCHEDULE, of be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: p e AT EACH DECK/PORCH JOIST ON DINGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) -� hold in place. PORCH POST TO GIRDER USE: PS720 C' SIMPSON Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: %° HDU overlapping H2.5A AT EACH ROOF RAFTERr- (14) SDS Y' X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2" ' ° 7" MIN EMBEDMENT �" For roof slopes of four (4) units vertical in (12) units. U N TYPICAL PORCH DECK LEDGER ° (SEE FOUNDATION PLANS A-3.1 AND ° Ice Protection (Section R905.1.2) ° ;A• •° A-3.2 FOR LOCATION) ° Underlayrnent in High wind Section R905.1.1 CONNECTIONS a ° °' ' (MINIMUM DOUBLE STUD) g ( ) M • D '° • ° SIMSON STR NG - TIE Flashing (Section R905.2.8) 0 �'A °,° ,."DQ .° ,' Ii , „ '� a Energy Efficiencyadies aCha - 11, ter 10 attached report STU Y2 BEARING PLATE 1 1/4 COIL STRAP - 16 O.C. ChimneyP P Chapter 12 DOUBLE 2X MIN. Mechanical - Cha •°o° D.�• °° cQ�•c Q, �e Q p ° " USE 4-8D TAILS ® EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR .a D .ND. ° 'D Heaitng and cooling equipment - Chapter 14 BEAM e °e ° Exhaust Sustem - Chapter 15 > _D D, ° ••na^. a •^• a a n• 4 °--a D' 1 p I Duct System - Chapter 16 ■� z MTS30 DOUBLE TOP PLATE ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ °• ° 110 °°y„ e Chimneys and Vents - Chapter 18 AC4 O a �}% c,,� ..«VQ ° SSP Plumbing - Part VII AT EACH POST „ ��. ° • D °�o., SEE PLAN Flood Zone - 301.2.4 2i CnA do U LUy EDGE DISTANCE - •44 0' E',DER LSTA21 ': I ': a FLOOR TO FLOOR ° Simpson Strong-Tie � U KIIG STUDS CS201% COILED Y2 THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 cc J A'V STUDS OVERLAP AT EACH C L °° SIMPSON STRONG -- TIE SIMPSON STRONG-TIE sruD C� en o 1 1 /4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-81) SIDECOVER AT EACH ROOF � a NAILS AT EACH STUD RAFTER USE 8-16D MIN MIN OVERLAP IS 12" NAILS AT EACH END JACK 0 SIL ®® DISTANCE, 12" MIN OVERLAP PER RT2.5 .6 -p •G e ~ SHEET NO. COMPONENT d>: SSTHD8 '"�: °� `a •' • • MIN EDGE 4•.. ':':..- ��:i~ '' DISTANCE* STUD TO ROOF RAFTER F LO 0 R TO FLOOR 0 R Simpson Strong-Tie WRAP UNDER SILL PLATE CONNECTION TYPICAL STR AFP f ING OR C 0 N N E C TI 0 N S. AT *NOTE: SEE MANUFACTURERS T EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE. TO RIM JOIST AND CANTILEVER CONDITION • RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS