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HomeMy WebLinkAbout45609-Z ��o��guEFOi�coGy Town of Southold 7/6/2021 a P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42138 Date: 7/6/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3400 Youngs Ave, Southold SCTM#: 473889 Sec/Block/Lot: 55.-5-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed°in this office dated 12/8/2020 pursuant to which Building Permit No. 45609 dated 12/28/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: deck addition and alterations to existing singley dwelling as applied for. The certificate is issued to TSC Holdings LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46382 7/1/2021 PLUMBERS CERTIFICATION DATED 3/31/2021 ar' an Plumfiig 1 th a gignature ��o�sUEFntk�oTOWN OF SOUTHOLD �y BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "may • 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#: 45609 Date: 12/28/2020 Permission is hereby granted to: Wszolek, Elyssa 34-37 80th St Apt 32 Jackson Heights, NY 11372 To: make alterations to an excisting dwelling as applied for. At premises located at: 3400 Youngs Ave, Southold SCTM #473889 Sec/Block/Lot# 55.-5-5 Pursuant to application dated 12/8/2020 and approved by the Building Inspector. To expire on 6/29/2022. Fees: CO-ALTERATION TO DWELLING $50.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $880.00 $930.00 Building Insp OF SOUj�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a sean.devlin(D-town.southold.n us Southold,NY 11971-0959 y' ®l�C®UNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: TSC Holdings LLC Address: 3400 Yooungs Ave city:Southold st: NY zip: 11971 Budding Permit#: 45609 Section: 55 Block: 5 Lot- 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 27 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 9 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 21 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 3p 4'LED Exit Fixtures Pump Other Equipment: Fridge, DW, Gas Oven, W/D, 42 Circuit Panel - 31 Used , 3 Step Lights Notes: Renovation of Whole House and New Service Inspector Signature: Date: July 1, 2021 S.Devlin-Cert Electrical Compliance Form.xls 9 ' pF SO�T�� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-09590 �O BUILDING DEPARTMENT j 12 Ili 0 V L� TOWN OF SOUTHOLD i JUN 2 3 2021 1 IlI.T1T,BIIC DEPT. 7,7); fir' �T sr�','� . CERTIFICATION Date: 3/31/2021 Building Permit No. 45609 Owner: TSC6-jd,!ybLC. (Please print) Plumber: Samaritan-Plumbing, Inc. (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. umbers Signature) Sworn to before Me this THOMAS J.VICCARTHY day of 20aL— Wotary Public,State of Novi York Suffolk County-No.5004790 Commsesicn EVII=fNovembar 23,E �3 Notary Public, County pF SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. courm a 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] -FOUNDATION-2ND j ] 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: , DATE I INSPECTOR c % OE SoulyO� . v * # TOWN OF SOUTHOLD BUILDING DEPT., °`ycourm, ' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 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: t lz, DATE INSPECTOR `p OF SOGIyo f # TOWN OF SOUTHOLD BUILDING DEPT. IOU 1 765-1802 INSPECTION f ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND- - [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL "[ ] FIREPLACE-& CHIMNEY = [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O MARKS: � [v 4vkA_ C�l cpvfi � L �61qton P104 m" f �Awvkij__ �j ® i✓ C--.,, " DATE "-V INSPECTOR i' ARCHVQAE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 uc Brooklyn Office:450 95th St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 March 17,2021 J U N 2 3 2021 Tom McCarthy _ 3711M MUS° k 3400 Youngs Ave °`' ' °'�, ':� TOLD, Southold NY 11971 To Whom It May Concern: Based on my inspection at 3400 Youngs Ave, I approve the Rough Plumbing,Framing and Insulation. F Please contact my office if you have any questions. r ` Sincerely, a - Anthon 'Po , RA D,yRc � M. PQ ��� Q N�T� 037410 0•l ®F NE�1 i Jeffrey T. Butler, P. E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer June 22, 2021 Town of Southold Building Department Re: 3400 Young's Avenue, Southold SCTM 1000-55-05-05 Dear Sirs: Please note the following concerning this application: • I have inspected the footings, the ledger attachment and the tie downs for the above referenced rear deck. Please note that the as-built conditions match the filed plans by this office. Please call if you should have any additional concerns about this application. Sine ely, a i e y utler, P.E. r D Lr�L5 LJ D �OF NE�fi ��P��P�Y T e "'O� JUN 2 8 2021 ,� ,� `09 7 WDUZI G DEPT i < i w $1' \,6,a 073493 9OFES SIO�P� r r r o • • • � �v a r: FOUNDATION FOUNDATION(2i ]FRAMINGROUGH PLUMBING INSUIXTION STATE ENERPY • i I� C� . vla -- q ----- -- - Rl Mr,TwcPW, 1 1 a • ' �i .ii� 17.02 a W i�,AM7 s '�iw =4�$UffO(p�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT C3 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowM.90 Date Received APPLICATION FOR BUILDING PERMIT 9 For Office Use Only ----_____- j D � 09 ° PERMIT N0. Building Inspe r_ L � DEC _ 8 2020 Applications and foam`s must be,filled out inIheir'eniirety.IncompleteC applications will not be accepted:.Where the Applicant is not the owner,'ari TJ_4�.a:cl9 CiLCY SU.w�fC1t. 0 OWner's Authorization f&rh(Page•Z)shall be completed.' .��v;v'L�i L t , ' I-,➢ k - J Date: 12/4/2020 OWNER(t)OF PROPERTY _ Name:T���1--1old.l.n. s. _.-LLC _ _ _ SCTM#10000- — - Physical Address: _�. 3400 oun. sW_ __ venue--.-- __ Phone#:631...-76.5-.5815_______o...._r_ Email:tmccarth- ._.tmccarth_ Mailing Address:46520 Count_ -_Road 48 Southold .N.NY 1.1971_ CO" CONTACT PERSON:, Name:Thomas__J_.-M.c-Carth- _ MailingAddress:46520 C.OU.NTRY-RD 48_ __Southold. __.NY_11-9 Phone#:631-765-581.5__-.._--_-- Email:tmcc_ a_rth_ ._.tmccarth_ _ r . DESIGN PROFESSIONAL INFORMATION: Mailing Address:.1-07.5-Fran.klinville Road. __Laurel. -_.NY 11.948.-_ Phone# 51.6-214-.0160 ____ _____ Ema�l:_d.scharad.in_ am. _ar_c.hitl CONTRACTOR'INFORMATION: ` ' - Name:Owner._ Mailing Address: Phone#: Email: DESCRIPTION OF.PROPOSED CONSTRUCTION EJ New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®,No Will excess fill be removed from premises? ❑Yes ®No 1 o P,ROP ERTY'INFORMATION Existing use of property.S nflIntended use of property _ � Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r ,® this property? Dyes ®No IF YES, PROVIDE A COPY. Check BOX AfterlReading:, TKe owner/contractor/design professional is reeponsible,for`all drainage and storrir"water issues as provided Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permitpursuant to the Building Zone Ordinance of the,Town of So'uthoid,Suffolk;county,New York and other"applicable Laws,Ordinances"or Regulations,for the construction of buildings, additions,alterations or for removal orwdernolitiori as herein described.The applicantragrees'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 210.45 of the Ne*York State Penal Law. Application Submi int name): �y � Authorized Agent ` ner Signature of Applicant Date: 1 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) RuthLove being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Ao en t (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. THOMAS J.McCARTHY N am F!, lic,State of Novi Yolk Sworn before me this `'i:;' oa�`� 1'%5"04790 �, 4-t[daof December 202U 0 c 100'� 9,t 6� qdtary P li sd PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) jhomas J . MCC residing at 46520 County Rol a q� I:SD L��O 'jj do hereby authorize Ru th Love to apply on my behalf toDepartment for approval as described herein. 12/4/2020 Owner's Sig to Date Thomas J . McC o-4 Print Owner's Name 2 r BUILDING DEPARTMENT-Electrical-ln {�ectQr. TOWN OF SOUTHOLD �Y� Town Hall Annex - 54375 Main Road - RO B6frCl 1�� 220 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 7 66,9502;,, roclerr southol toiwnri gov - seandPp sou ldto nn .qb,v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 12L4/2020 Company Name: s Name: Thomas J. McCarthy, Member License No.: NA email: Address: 46520 County Road 48, Southold, NY-111471 Phone No.: 631-765-5815 JOB SITE INFORMATION (All Information Required) Name: TSC Holdin s LLC Address: -3-4-00 Youngs e Cross Street: Col inty Road 48 Phone No.: _ 5815 BIdg.Permit#:` (gyp email: tmccarth .tmccarth mail.com Tax Map District: 1000 Sec ion: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Alteration Circle All That Apply: Is job ready for inspection?: YES / NO &ed;On Final Do you need a Temp Certificate?: YES / NO Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected- Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �Q A\& Request for Inspection FormAs / C\ PERMIT# Address: ,LIa Switches a 0— r �l Outlets GFI's�� nn 11 I Surface ' jtlSconces H H's , �- 1 UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes j� DW Service Carbon Micro Generator p �� Combo Cooktop Transfer AC AH I Mini r 444 Special: Comments jo "I t oS�FFO(,4-c BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 0 Town Hall Annex - 54375 Main Road - PO Box 1179 0' - Southold, New York 11971-0959 y o� Telephone (631) 765-1802 - FAX (631) 765-9502 ��l rogerr(r�southoldtownny.gov - sea ndosoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: email: Address: Phone No.: .JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: - Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION'OF WORK (Please Print Clearly) Gircle All That Apply: ds job ready for inspection?: YES / NO - Rough In Final Do you need a Temp-Certificate?: YES /-NO, Issued'On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 -2 H Frame 'Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form As MCCARM MANAGEMENT, INC. �® 46520 COUNTY ROAD 48 w -„ I;'["p SOUTHOLD, NY 11971 , DATE JOB NO (631)'765-5815 -FAX (631),765--5816 , ATTENTION 'ro °p Lo� �Ot� �i���C►,f i� RE: al I 00D WEARE SENDING°YOU ❑a°Attached- ` �y❑,Uhclerseparate cover via the;folldwing°iteins: > y ;_ ❑ Shop drawings 0 Prir►ts e �,° Plans ❑ Samples ❑ Specifications,. • ;� s, • ; ,°. 11Copy of letter.- D• Changeorder ❑ L •• NO.; e LO Lhe I IJs�.� c�' c i SEEL til ® c� PA THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ' ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. T McCART W.MANAGEME a s INC. RM 9 .46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATE JOB NO ,:,,(631) 765-5815 FAX (631) 765-5816.. ATTENTION TO FE: � a _ a �. =,lda; ° goo din: v . 4 `� o o l l'`All, ^S J e WE ARE SENDING YOU°E�°❑ Attached " ',Under separate cover via �� the followinitems:, 0 Shop drawings ❑ Prints ° ❑ Plans ❑ Samples ❑ Specifications` °❑ Copy of letter 0 Change order ❑ `° 1M COPIES THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: /f enclosures are not as noted,kindly notify us at once. McCARTHY MANAGEEMEIM NC. IN mill 46520 COUNTY ROAD 48 . SOUTHOLD, NY '11971 JOB NO, , - ,( (631),765-5815 FAX (631) 76 5816 . ATTENT,ON i ,TO `���./^� R� 4 `1 ow 12 WE ARE SENDING YOU LJ'Attached ❑`Under separate cover via the following items: ❑ Sho p: `d� gawin s;,.•.° ' `Prints` `� [I Plans .P'n[] Sam les . E l S eci ications �' , P �. m... ❑ Copy of letter 0 Change order. ❑ COPIES DATE No. -bESC(Ifi, ION— kk . r THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use El App loved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US ' I REMARKS JUN 2 8 2021 MT .�aFUnT pr aE, i COPY TO SIGNED: If enclosures a e not as noted,kindly notify us at once. AP-stewart ---—- TITLE Title Number: 71122658 SCHEDULE A—DESCRIPTION ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Hamlet and Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the easterly side of Railroad Avenue, also known as Young's Avenue, said point being 63.0 feet southerly from the point of a curve at the intersection of Railroad Avenue with Middle Road; RUNNING THENCE along land now or formerly of Joseph F. Carroll North 80 degrees 30 minutes 30 seconds East 211.0 feet to an iron pipe and land of Satkoski; THENCE along said land of Satkoski South 8 degrees 10 minutes 00 seconds East 201.0 feet to an iron pipe and land of Tuthill; THENCE along said land of Tuthill South 80 degrees 30 minutes 30 seconds West 211.0 feet to a monwnent set on the easterly line of Railroad Avenue; THENCE along the easterly line of Railroad Avenue North 8 degrees 10 minutes 00 seconds West 201.0 feet to the point or place of BEGINNING. FOR CONVEYANCING ONLY:TOGETHER with all right,title and interest of the parry of the first parr,of,in and to any streets and roads abutting the above described premises to the center lines thereof. -Schedule A Description(Page 1 of 1)- Ackaa1 d*c) Znwgq,,,t_ 11.03. �02d ST 71122,6515 Bargain&Sale Deed with Covenant Against Grantor's Acts THIS INDENTURE, made the 2nd day of November ,2020 BETWEEN ELYSSA WSZOLEK residing at 34-37 801'Street,Apt.32,Jackson Heights,New York 11372 party of the first part,and TSC HOLDINGS,LLC with offices at 46520 Route 48,Southold,New York 11971, party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten Dollars and other valuable consideration paid by the party of the second part, does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, SEE ATTACHED Said Premises being known as 3400 Youngs Avenue,Southold, New York 11971 Said Premises also being known as District 1000 Section 055.00 Block 05.00 Lot 005.000 on the Suffolk County Tax Map. Said premises is being and intended to be the same premises described in a certain deed from PaulaJean Searcy, as to the undivided one-half interest created under the Last Will of Judith L. Berglund, individually and as executor of the Last Will and Testament of Judith L. Berglund, who died on 12/20/2013 to Elyssa Wszolek, dated 3/26/2018 and recorded 7/17/2018 in Liber 12969 Page 854. SL�'olk- 100D TOGETHER with all right, title and interest, if any, of the party of the first part in and 1 to any streets and roads abutting the above described premises to the center lines 055.01) thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein DS,ai) granted unto the parry of the second part,the heirs or successors and assigns of the party of the second part forever. `— AND the party of the first part covenants that the party of the first part has not done 005.00(1 or suffered anything whereby the said premises have been encumbered in any way whatsoever,except as aforesaid. AND the party of the first part in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE a 1 yssa Wszole W STATE OF NEW YORK ) )SS: COUNTY OF NASSAU On the 2nd day of November , 2020 , before me, the undersigned, personally appeared ELYSSA WSZOLEK personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he (she) (they) executed the same in his (her) (their) capacity(ies), and that by his (her) (their) signature(s) on the itrument, the individual(s), or the person upon behalf of which the individual(s) a ed, executed the instrument. Notary Public STATE OF ) Willem Dee Cooper )SS: Notary Public,Stata of New York COUNTY OF No.30-02004610286 QuaiNied in Nassau County) Commission Expires March 30,20 23 On the day of before me, the undersigned, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he (she) (they) executed the same in his (her) (their) capacity(ies), and that by his (her) (their) signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. Notary Public BARGAIN AND SALE DEED With Covenant Against Grantor's Acts Title No. ST '1112-2-65IS ELYSSA WSZOLEK TO TSC HOLDINGS,LLC District. 1000 Section 055.00 Block. 05.00 Lot(s): 005.000 County of Suffolk RETURN BY MA IL TO., Scott DeSimone,Esq. 41780 Rt.25 Peconic,NY 11958 SORTH ROAD SITE PLAN FOR: BIL PROPOSED ACCESSORY BUDING U m NORTH ROAD RED HOUSE LLG goo3o,30„ � MODIFICATION a m N 211.00 .EX. �? " EX p051 51TUATE AT: 51TE ADDRESS: 6'STOCKADE FENCE P05T 5OUTHOLD N.Y. 3400 YOUNG5 AVE V z EX (� TOWN OF 5OUTHOLD 5OUTHOLD, NY Ilc ll tt c • VEL DRIVEWAY EX 4' STOCKADE FENCE SUFFOLK GOUNTY,NEW YORK z0 a }O Q EX.G� 00 5GTM NO.: 1000-55-5-5 [� X�1L 0 FND m z O PIPE FA.WOOD RpdL FENGE O O SITE DATA: n E--4 R:z AREA OF SITE: ±42,349.66 5.F. (O.cN54AG) BUILDING AREA: PROPOSED w EX. 15TY FR. PLANTING SHED p TO BE REMOVED DYELLING ±961 50.FT.,N.G. AREA: ±186 50.1=T. �� GOVEREDGONVERTID TO;PORGH ±18q Sa.FT.,N.G. 00O EX.5'GNAINLINK FENGE POOL HOUSE 310 5Q.FT p 5TORA6E V 5Q.FT. p PROPOSED REAR DECK REAR DECK 257 5Q.FT. o POOL ±811 5017.,N.G. Q O AREA: ±257 SOFT. POOL PATIO ±461 SOFT..N.G. ENSirEER. O EXI5TINC7 CI TOTAL AREA ±3910 50.FT. p EX P GAS METER .INGROUN�i. LOT COVERAGE 0.0724(1.240b%) pQ rn o •YF:.•';?:{O SITE PLAN BASED ON SURVEY BY: 5v F9 �., .: X03' KEN M.WOYGHEGK,LS. Q DWELL INC 48' . ,::;:`.;:.; II-18-2020 l Q C'' BRICK PATIO O LI 1 12.8' _c lz � p 15GONG Q .S992EY T.ovrLER P.E. 16 O, 0 q' ENLINK FENCE p 2' Z a3b VEW Y 2,1 OV: NEB zo EX. I STY FR. GARAGE LAND N/F OF EX GONG'CURB (TO BE CONVERTED TO POOL SUSAN MGGARTHY LL O } HOUSE AND STORAC ) 0 5 IN 0 0 O La AREA: ±391 50 FT. (DRY U5E) N m2 c� ~ m j POOL HOU55 310 50 FT. 7 gg a p z 3 2 STORAGE: 81 5Q.FT. AR ESS', w ul O D < 8uzo � O N W I 0 211.00 r o o N u- -7 o JUN 2 8 2021 FND EX HEDGE ALONG LINE PIPE 11 VV QUAD ENTERPRIS EF GO LLG � T�s DU, D O o SITE PLAN FADE 1 30 15 0 30 60 90 120 150 GRAPHIG 5GALE 1" = 50'-0" of TABLE 8301.7 DESIGN CRITERIA: ALLOWABLE DEFLECTION NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS(ADDENDUM TO DRAWING SET). OF STRUCTUAL MEMBERS(b,c) UPLIFT-CONTINUOUS PATH CONNECTORS STRUCTUAL MEMBER ALLOWABLE DECK POST TO CONCRETE CONNECTION USE: WIND SUBJECT TO DAMAGE FROM WINTER AIR ANNUAL ICE BARRIER USE/ MEAN SPECT DEFLECTION PBS66A FOR EACH POST-USE 14-16d NAILS GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY TYPE OF SPEED EXPOSURE TOPOGRAPHIC WIND WIND-BORNE FLOOD LIVE DEAD ROOF UPLIFT LOAD HEIGHT HEIGHT RATIO FIRE AREA RAFTERS HAVING SLOPES GREATER THAN 3:12 v1s0 SNOW DESIGN LINE TEMP. INDEX TEMP REQUIRED SUCTION LOAD CLASSIFICATION CONSTRUCTION J' (MPH) CATAGORY EFFECTS DEBRIS ZONE HAZARDS OAD LOAD WITH NO FINISHED CEILING ATTACHED TO RAFTERS DECK POST TO GIRDER CONNECTION USE: LOAD REGION CATAGORY WEATHERING DEPTH TERMITE DECAY INTERIOR WALLS.AND PARTICIANS H/I80 PC66 FOR EACH POST MODERATE SLIGHT TO j FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf �. FLOORS LJ360 GIRDER TO DECK JOIST CONNECTION USE: 20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE I[ 599 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf ACCESSORY N.C. N.C. 1:3 N.C. TYPE V CEILINGS WITH BRITTLE FINISHES MTS 12 Cd EACH JOIST (INCLUDING PLASTER AND STUCCO) LJ360 SCOPE OF WORK: 2020 NYS UNIFORM CODE: CEILINGS WITH FLEXIBLE FINISHES U240 TABLE R301,5 THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE (INCLUDING GYPSUM BOARD) MINIMUM UNIFORMLY DISTRIBUTED LOADS(I'SI) REAR DECK WITH 2020 RESIDENTIAL BUILDING CODE ALL OTHER STRUCTURAL MEMBERS L/240 USE LIVE LOAD PUBLISHED BY NEW YORE STATE. EXTERIOR WALLS-WIND LOADS (a)WITH PLASTER OR STUCCO FINISHES L360 TO THE BEST OF OUR KNOWLEDGE,THESE PLANS UNINHABITABLE ATTICS WITHOUT STORAGE 10 COMPLY WITH TME TOWN OF SOUTHOLD ZONING AND EXTERIOR WALLS-WIND LOADS(a)WITH OTHER L240 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CONSTRUCTION CODES. BRITTLE FINISHES HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 EXTERIOR WALLS-WIND LOADS(a)WITH v120(d) BALCONIES(EXTERIOR AND DECKS 40 FLEXIBLE FINISHES ) FIRE ESCAPES 40 LINTELS SUPPORTING MASONRY L600 GUARDS AND HANDRAILS 200 VENEER WALLS(e) NOTE:L--SPAN LENGTH,H=SPAN HEIGHT GUARD IN-FILL COMPONENTS 50 PASSENGER VEHICLE GARAGES 50 a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, ROOMS OTHER THAN SLEEPING ROOMS 40 THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE SLEEPING ROOMS 3O COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH STAIRS 40 OF THE CANTILEVER. c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED I'7" 6'0" 10'6" 5101, I'T' 6'0" 10'6" TO" z 0 6" 6'7 6'7 6'8" w � u1 12" DIA x MIN 36" DEEP N (] OR TO UNDISTURBED SOIL ul ,' `,LINE OF DECK ABOVE '`� ,' F --- ------------- -------- - ------------- P.C. PIER WITI-I �x� AGO - -_7 Z---- `7 2Xp AGO GIRDER FLUSf-P�GIRjDER , POST TO DECK GIRDER. -1 ANCHOR PER DETAIL w (TYP 1 OF 5) > TECO WITH SIMPSON 2X10 ZMAX TECO O _ ° 0 20'6" ;o TE T PROPOSED REAR DE K 130 MILE PER HOUR ZONE NAILING SCHEDULE Q' v q ;Q GR DE 5/4 X 4 DECKING o U-1 (TABLE 3.1,WFCM HIGH WIND EDITION) �' o a 2X10 AGO LEDGER, LAG BOLT TO BOX r m r BEAM WITH 1/2" X 4 1/2" GAL Q Lj i U w LAGS, 2 AT 16" O.G. o p n 20'6" o JOINT DESCRIPTION NUMBER OF NAILST NAIL SPACING O - ir Ul J TE48 To uj ROOF FRAMING 7 •+- ---- --' - _- M o GRD m v 4 v °� RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER - ------------- ; CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP 2X10 AGO LEDGER, L G BOLT TO BOX CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP BEAM WITH 1/2" X 4 1/ " GAL ; LAGS, 2 AT 16" O.G. _t •----• a •---- ---------- - - - �.•, .. COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE ` BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END - - . - - a .- .-- ---------------------------- U RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END e nn WALL FRAMING LJ_ TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT a ; EXISTING BASEMENT . % EXISTING DWELLING JL LL TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE STUD TO STUD(FACE-NAE'-ED) 2-16d 24"O.C. :---v a----`---°--• 11- LLl nl °a 0 U HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES o Orr, w TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD ; ; a JU r 3-16d PER 2x6 STUD ; ° ; IYl 4-16d PER 2x8 STUD BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT FOUNDATION PLAT r FLOOR PLAN o g la ENDJOIST OR BLOCKING(FACE-NAILED) % m Z co 1L1 FLOOR FRAMING 0 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST ui BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH ENDff BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END U- BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK �� 2021 LU 3 LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST R311.7 STAIRWAYS. EXCEPTIONS: THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: _ JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED 1N ACCORDANCE WITH ALL STATE,MUNICIPAL, R.311.7.1 WIDTH.STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES(914 NIM)IN 1. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS X MINIMUM OF ENGINEER: AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND I I INCI IRS(279 MM). NON-STRUCTURAL ELENIENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF BELOW THE REQUIRED 1IEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT BAND JOIST TO JOIST(ENI)-NAILED) 3-16d PER JOIST NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. MORE THAN 4.5 INCHES(114 MM)ON EITHER SIDE OF THE STAIRWAY AND THE 2. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A NEW }iO BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA.SEE TABLE R301.2(1)AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL TOTAI.RISE OF 30 INCITES(762 MM)OR LESS. TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.5 ROOF SHEATHING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT INCHES(787 MM)WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 RE 11.7.4 LANDINGS FOR STAIRWAYS.THERE SHALL BE A FLOOR OR LANDING AT WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT INCHES(698 MM)WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. THE TOP AND BOTTOM OF EACH STAIRWAY. DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. CIO W �' , uj STRUCTURAL PANELS 8d SEE TABLE 3.l l THIS SHEET FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) EXCEPTION:TIIE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE FXCT;PTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR A DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT.ALL MATERIALS AND WITH SECTION R311.5.8. FLIGI IT OF STAIRS,PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. DIAGONAL BOARD SHEATHING LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE 1"x6"OR 1"x8" 2-Sd PER SUPPORT SMOKE INDEX R302.9 OF GOOD QUALITY.FREE FRONT FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM R311.7.2 HEADROOM.THE MINIMUM HEADROOM IN ALL PARTS OF THE A FLIGI IT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12 FEET (V=, FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES(2036 MM)MEASURED (3652;%d)BETWEEN FLOOR LEVELS OR LANDINGS. 1"x 10"OR WIDER 3-8d PER SUPPORT Simpson Stron3g9`5 w f •'� Sim g FIRE BLOCKING R302.11 VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING �� s\�CN/✓ b a-Tie FIRE BLOCKING MATERIAL R302.1 1.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. THF.WIDTI T OF EACH LANDING SHALL NOT BE LESS THAN THE STAIRWAY SERVED. U21 0 2X10 FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES(914 MM) r--�- CEILING SHEATHING AT EACH DECK LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR R31 1.7.3 STAIR TREADS AND RISERS. MEASE;RED IN THE DIRECTION OF TRAVEL. JEFFREY T. BUTLEiR, P.E. 4-10d x 1 1/2" MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS R311.7.3.1 RISER HEIGHT.THE MAXIMUM RISER HEIGHT SHALL BE 81/4 INCHES R311.7.5 STAIRWAY WALKING SURFACE.THE WALKING SURFACE OF TREADS AND D TYPICAL PORCH/DECK SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS (209 MM).THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING LANDINGS OF STAIRWAYS SHALL BE SLOPED NO STEEPER THAN ONE UNIT O WALL SHEATHING TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN VERTICAL IN 48 INCHES HORIZONTAL(2-PERCENT SLOPE). LEDGER CONNECTIONS GLAZING-SECTION R308 ENGINEER. ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN STRUCTURAL mo- STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET GARAGES AND CARPORTS-SECTION 8309 3/8 INCH(9.5 MM). R311.7.6 HANDRAILS.HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDEi3 in EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 5.THE CONTRACTOR AND.ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS OF TACI CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. � > EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) 8311.53.2 TREAD DEPTH.THE MINIMUM TREAD DEPTH SHALL BE 9INCHES a FIREBOARD PANELS LL STAIRWAYS-SECTION R311.7 AND GENERAL LIABILITY 1N AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE (229 MM).THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN R31 1.7.(,.1 HEIGHT.HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED � O a v 7/16" 6d 3"EDGE/6"FIELD GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE TI TE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT PLANE.ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE, O Z O SMOKE ALARAIS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE SHAT 1,BE NOT LESS THAN 34 INCHES(864 MM)AND NOT MORE THAN 38 INCHES LL 25/32" 8d 3"EDGE/6"FIELD Simpson Strong-Tie FOAM PLASTIC-SECTION R316 GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED (965 NIM). Q U AC4 DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. THE SMALLEST BY MORE TITAN 3/8 INCH(9.5 MM).WINDER TREADS SHALL HAVE U Cl GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD AT EACH POST PROTECTION AGAINST DECAY-SECTION R317 A MINIMUM TREAD DEPTH OF 10 INCHES(254 MM)MEASURED AS ABOVE AT A R31 1.5.6 2 CONTINUITY.I[ANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE POINT 12 INCHES(305)MM FROM THE SIDE WHERE THE TREADS ARE NARROWER. THE:1 1 1.1-LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER LU � .Z m HARDBOARD 8d SEE TABLE 3.I I THIS SHEET SITE ADDRESS-SECTION R312 CREOSOTED. WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES(152 MM) OF TI IT Tl_IGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. C) Z • ACCESSIBILITY-SECTION R320 AT ANY POINT,WITHIN ANY FLIGHT OF STAIRS.THE GREATEST WINDER TREAD 1(ANDT:•Ui,ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR a ELEVATORS AND PLATFORM LIFTS R321 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. DEPTH AT THE 12 INCH(305 MM)WALK LINE SHALL NOT EXCEED THE SMALLEST SAFETY TERMINALS.HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF Q Q O o PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET FLOOD RESISTANT CONSTRUCTION-SECTION R322 BY MORE THAN 3/8 INCH(9.5 MM). NOT LESS THAN 1 1/2 INCH(38 MM)BETWEEN THE WALL AND THE HANDRAILS. Q • I •; 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND Lu d Q DIAGONAL BOARD SHEATHING • FOUNDATIONS-CHAPTER 4 SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR R311.7.3.3 PROFILE.THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE EXCEPTIONS: = O DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED TREAD SHALL BE NO GREATER THAN 9/16 INCH(14.3 MM).A NOSING NOT LESSQ F 1 "x6"OR 1"x8" 2-8d PER SUPPORT AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. THAN 3/4 INCH(19 MM)BUT NOT MORE THAN 1 1/4 INCH(32 MM)SHALL BE 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND PROVIDED ON STAIRWAYS WITH SOLID RISERS.THE GREATEST NOSING THE 4'I iRN. W O t- r+ 1"x10"OR WIDER 3-8d PER SUPPORT FOUNDATION WALL DESIGN. 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE U) �- (3) U O INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, THAN 3/8 INCH(9.5 MM)BETWEEN TWO STORIES,INCLUDING THE NOSING AT 2. THE USE OF A VOLUTE,TURNOUT,STARTING EASING OR STARTING NEWEL O FLOOR SHEATHING FOUNDATION NOTES: CONTRACTOR OR LOCAL BUILDING DEPARTMENT. THE LEVEL OF FLOORS AND LANDINGS.BEVELING OF NOSING SHALL NOT SHALL BE ALLOWED OVER THE LOWEST TREAD. 0- N ID � ° EXCEED 1/2 INCH(12.7 MM).RISERS SIIALL BE VERTICAL OR SLOPED FROM THEtl_ Q) STRUCTURAL PANELS a , DECK AND PORCH FOOTINGS AS NOTED,3000#TEST,36"MINIMUM BURIED DEPTH UNDERSIDE OF THE LEADING EDGE OF THE TREAD ABOVE AT AN ANGLE NOT R31 I.7.,O HANDRAIL GRIP SIZE.ALL REQUIRED HANDRAILS SHALL BE OF ONE � - ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL MORE THAN 30(0.51 RAD)DEGREES FROM THE VERTICAL.OPEN RISERS ARE OF TI IF.FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. 1"OR LESS 8d 6"EDGE/ 12"FIELD , NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING PERMITTED,PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER THE PASSAGE OF A 4-INCH DIAMETER(102 MM)SPHERE. 1. TYPO L HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN -" GREATER THAN I" 10d 6"EDGE(6"FIELD OUTSIDE DIAMETER OF AT LEAST 11/4 INCHES(32 MM)AND NOT GREATER 3 THAN INCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE Z A PER DIETER DIMENSION OF AT LEAST 4 INCHES(102 MM)AND NOT GREATER O w DIAGONAL BOARD SHEATHING THAN 61/4 INCHES(160 MM)WITH A MAXIMUM CROSS SECTION OF DIMENSION c m 1"x6"OR 1"x8" 2-8d PER SUPPORT 2"MINIMUM Vis• 1 OF'--1/4 INCIIES(57 MM). U o SIDECOVER ` 2. TYN-II.HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES 1"x10"OR WIDER 3-8d PER SUPPORT 1601MM SHALL PROVIDE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES Simpson Strong-Tie PBS44 OF TI IF PROFILE.THF,FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. AT EACH POST FOOTING 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE TALLEST PORTION OF IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, THE PPOF-ILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH(8 MM)WITHIN NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, 7/8 INCH(22 MM)BELOW THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTI I SI IALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TO A LEVEL THAT IS PAGE :SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. DECK POST CONNECTIONS NOT LESS THAN 13/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE PROD11.1:.THE MINIMI IM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF BE 11 a INCHES(32 MM)TO A MAXIMUM OF 23/4 INCHES(70 MM).EDGFS SHALL NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. HAVE A MINIMUM RADIUS OF 0.01 INCHES(0.25 MM). r R311.7.77 ILLUMINATION.ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION O T IN ACCORDANCE WITII SECTION R303.6. COPYRIG=HT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. „ ,: U r ., no ,; Q v ;v .,:/ y _ i€'. /.1 '�� t' erl, t ;' f'�� fl , m r Alv�,% / , s-i r V. ;" ;, /� ..°, / fi. ... � .h' / /oa '/ -k V� / .G ,� 3 k x r� '{tS t z ti. 3" / y n� '. Y '1t fib' '� 11 frIlt Y�f L , , / 9 :: , 4 W 'ff' ... S '/ , .k ., ., e � " , n(l - f PD 9" I N : .. „- .,:." yyy _ ", k /� ., ,... Y v / •: .vA�,, , c� ag qy V6. , ri. . .. �, ° .:F �, 1, /, + °. :: 11 1- ° i Y / O 3 v �}y i'g/ p, ,�y "3'v / 9 v, ,t / / /' W 'F "C / hyo:✓ : i / , v • r r // �yt, Vii' ' r, !:t r ;' y r k �l W ,. . ..,». ".. c. / LL / r.. �,' , �: ow! M: / ill, . .. ; F- F '�g, ��, 6' / '. 6 / / r' ! .. 3 / " / , O : i g J , / �, , , >- / * J a.. , / H a � / r.. q. < I 11 , rot - : ., „t / .. 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LOCATION MAP TOTAL BEDROOM COUNT 3 5 - - - - - 5GALE: NTS NOTES $ SP1_G I F I GAT I ONS CODES AND REFERENCE STANDARD: WOOD FRAMING MATERIAL 5TANDARDS MECHANICAL CONNECTIONS: PLUMBING IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS OONSTRXTION DOCUMENT BINDER I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2014 NEW YORK CITY THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE OF ANY MATERIAL OR I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) T06ETHM AT ALL TIME5. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, BUILDING CODE AND 2020 NEW YORK CITY ENERGY CONSERVATION CODE. METHOD OF C.ONSTRUGTION FdOT SPEGIFIGALLY PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SYSTEMS TO NYS PLUMBING CODE AND NY5 DEC REGULATION5. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK HOWEVER, FOR EXISTING BUILDINGS, THE Ig65 OR Ig38 NEW YORK CITY AUTHORITY HAVING JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. BUILDING CODE MAY APPLY FOR SOME INSTANCES. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. OR DURABILITY, SUCH PRODUCT OR PROCEDURE SHALL BE DEEMED TO CONFORM TO THE REOUIREMENT5 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED QENE�- 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF OF THI5 DOCUMENT(THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD BY "SIMPSON" MANUFACTURER. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GHAN6E5 IN DIRECTION I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE WOOD FRAMIN6, AND CONNECTION TO FOUNDATION- 2018 WOOD FRAME COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, A5 APPLICABLE AS A DERIVED AND AT BASE OF VERTICAL WASTE PIPES. APPLICABLE BUILDING DEPARTMENT. CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION W0�• 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES (AFdPA) AMERICAN WOOD COUNCIL (AWG). ALLOWED AS PER SECTION INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/6" PER 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 2301.2.3 EXCEPTION OF 14NYCBC. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, PREFABRICATED WOOD LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY FOOT. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2014 NEW YORK CITY I-JOIST5, STRUCTURAL COMPOSITE LUMBER, PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. STRUCTURAL PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED 5. GENERAL TRAP AND WA57E SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: PLUMBING CODE. IN 1.1 THROU6H 1.8. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED ' - DISH WASHER.........................................2" 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2014 NEW YORK CITY - KITCHEN SINK........................................2" AND AUTHORITIES HAVING JURISDICTION. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, INCLUDING END-JOINTED AND 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER LAVATORY......................................... 2 MECHANICAL CODE AND 2014 NEW YORK CITY FUEL OAS CODE. - " EDGE-GLUED LUMBER, SHALL BE IDENTIFIED BY THE 6RADEMARK OF A LUMBER GRADING OR MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. � ••�•• 4. ALL UNNOTED OR NON-VISIBLE EA.5EMENTS ARE THE R)ESPON5IBILITY INSPECTION AGENCY WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE - SHOWER/TUB"""""""""""""""""""•...2 OF THE OWNER/BUILDER 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NEW YORK GIN AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 6RADEMARK SHALL INCLUDE AN b. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - TOILET........................................................3" 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS ELECTRICAL CODE. EASILY REGUIRDISNTN UIP USA. DEPARTMENT OR IN51 NIA OF THE GRA DING AGENCY WHICH COMPLIES WITH THE 5PEGIFIGATIONS OF THE PRODUCT BEING INSTALLED _ LAUNDRY ...............................................5" 4�Qio TRO V ED AS NOTED FLOOR DRAIN..........................................3' SHALL BE CLARIFIED WITH THE ARGFATEGT/ENGINEER BEFORE PROCEEDING b. ALL FLOOD RESISTANT GON57RUGTION SHALL CONFORM TO APPENDIX G T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY i C'1 7 OF THE 2014 NEW YORK CITY BUILDING CODE 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" DATE:]C�b B.P. WITH THE WORK. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ARCHITECT THROUGH ROOF. \ ,� GENERAL WIND PROTECTION CONNECTION NOTES: ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED TIMBERS. N 4 FEe f1 --- BY:..-��, --�� ` 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL b. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM UNLESS APPROVED BY THE ARGHITEc:T/ENGINEER. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED WOOD I-JOISTS SHALL MEET HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED DRAIN COOKS AS REOV. HOSE B SDE FR05T-PROOF HOSE IS SHALL BE S NITH (PROVIDED WLY $HEBAGKFLOW NO fIFY BUILDING DEPARTMENT AT COMPL t WITH ALL CODES O1 CONSTRUCTION;SSTD 10-qq AND 2018 SBC, HIGH WIND EDITION WOOD FRAME THE PROVISIONS OF ASTM 05055 STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. GONSTRUGTION 'i. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS,FOUNDATION WALLS, STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 DOCUMENT, THE GOVERNING PROTECTION. ��5_�gp� 8 AM TO 4 PM FOR THE N E:dN YORK STATE & TO!"JN CO -S BEFORE THE START OF FRAMING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GLA55 WINDOW5 AND DOORS FOLLGti`lING INSPECTIONS: z AS REOUIRED Aft (TION �F FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 1• FOUNDATION - TWO REQUIRED w CODE EVALUATION REPORT. I. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. WITH BACK FLOW PROTECTION. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 2• APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT FOR POURED CONCRETE , SOUTHOLDION�'NZBA INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES U51N6 STRUCTURAL 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL '� . FRAMING & PLUM B PvG o q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COMPOSITE LUMBER SMALL MEET THE PROVISIONS OF ASTM 05456 STANDARD SPECIFICATION FOR CLEARANCES ARE PROVIDED. I r " I I r- ` . 2. P,OUGH U SOUTHOLA TOt"i'N P „VU g 0 HEALTH DEPARTMENT STANDARDS AND REGULATIONS. EVALUATION OF STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE GOVERNING I 3. INSULATION 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 3. METAL PLATES, CONNECTORS, 5GREW5, SOLT5 AND NAILS EXPOSED BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED ID. APPROVAL AND INSPEGTIO a j TION MUST w SO CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AtslD U.L. APPROVAL CODE EVALUATION REPORT. WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LAS5, N I5 REQUIRED BY LOCAL JURISDICTION PRIOR;- T ;` ' i,.. ° 4• FINAL - CONSTRUC UTHOL ,VN TRUSTEES DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE 5TAINLE55 STEEL OR HOT D PPED GALVANIZED. UNLE55 OTHERWI5E NOTED. TO CONGEALMENT OF PLUMBING. r•• BC COMPLETE FOR C.O. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U5INO PREFABRICATED WOOD TRU55E5 SHALL '., P '<"- t- ., - r I i MEET THE +J•1'• • EC I I. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE.! ' ' h; .; ALL CONSTRUCTION SHPk F NEW AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL MEET THE PROVISIONS OF THI5 DOCUMENT, THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH r. PERMISSION FROM THE ARCHITECT. REQUIREMENTS A5 5ET' FORTH IN AN51/TPI I NATIONAL DE51ON STANDARD FOR METAL PLATE MANUFACTURER'S SPECIFICATIONS. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED -.. !- NOR ANY POTENTIAL DAMAGE THEREOF. REQUIREMENTS OF THE CGD�-D O w !;r- PROVIDED AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL D CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE51ON DRAWIN65,OR THE MANUFACTURER'S • ' YORK STATE. NOT RESPONSIBLE FOR o PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. CODE EVALUATION RE. ORT. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE DESIGN OR CONSTRUCTION ERRORS.RESPONSIBLE FOR DESIGN INTENT ONLY. ENERGY CONSERVATION CONSTRUCTION CODE. 5. RID6E STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS PROJECT: 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 OF ASTM 636 SPECIFICATION FOR 6YP5UM WALLBOARD, A5TM 03'1 SPECIFICATION FOR GYPSUM 6. PROVIDE FLASHING PANS UNDER ALL 5LIDING 6LAS5 DOORS, WINDOWS, OR LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF � Ci SPECIFICATION FOR GYPSUM SHEATHING BOARD. ANY OTHER TYPE OF 6LAS5 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. - 14. THE CONTRACTOR SHA. . KEEP PREMISES REASONABLY GLEAN AT ALL RAFTERS. TSC HOLDINGS TIMES. AT THE GOMPLETIC OF WORK, THE CONTRACTOR SHALL REMOVE ALL 1.-1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL I I `tSULA 1 1 O I `� $ FENE57RA71 ON REOU I Rn1� ENT5 RUBBISH, WASTE MATERIA' �, TOOLS, 3.TG., GLEAN GLA55 AND LEAVE WORK 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AN51/AHA AI35.4 SASIr� HARDBOARD OF AN51/AHA AL35.6 HARDBOARD SIDING. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. BROOM GLEAN. ��� 1.6 STRUCTURAL PANELS: -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY 8.ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LAS5 15. THE CONTRACTOR SHALL CARRY 1NORKMAN'S COMPENSATION AND GENERAL 16" WITHIN 4' OF EXTERIOR CORNERS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 1.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF COMPONENT PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ AND ORDINANCES. 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION g• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH COMPL I ES AND INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT ANOTHER WINDOW MANUFACTURER, IT I5 THE RESPONSIBILITY OF THE � �--VE CITATION (PER 2020 NYSECCC) TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 3400 YOUNGS AVENUE Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF OF ��� AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE STANDARD 2 (PS:2) PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS, THE SUB-GONT'R,AGTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER PROVIDED WITHIN " TO H INCHES NI EACH END A EACH PLATE. ANCHOR APPLICABLE CODE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. TFfE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, U-VALUE = 0.25 MAX. U-VALUE = 0.32 SOUTHOLD, NY 11971 COMPLETION OF PROJECT. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONGRETE/MASONRY 1.6.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND BOARD OR ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YE5 FOUNDATIONS. ANCHOR BOLTS SHALL N LOCATED WITHIN 12" OR CORNERS REQUIREMENTS. AIR LEAKAGE = 0.30 CFM/SF PER 8402.4.3 TABLE 8402.1.4 - CLIMATE ZONE 4 I'I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AND AT SPACING NOT EXCEEDING 4' ON CENTER. WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET THE PROVISIONS OF U.S. DEPARTMENT ARGHITECT/EN6INEER, AND THEIR AGI=NT5 AND EMPLOYEES FROM AND OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY 10'.WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE DRAWING TITLE: AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDrN6 GYPSUM WALL BOARD PRODUCT STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODE TEMPERED 6LAS5. ALTERATIONS INVOLVING BUILDING ENVELOPE ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PER;-ORMANCE OF EVALUATION REPORTS. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ASSEMBLIES SHALL NOT BE REQUIRED TO COMPLY PROJECT LOCATION & SCOPE THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, LOSS OR EXPENSE (A) COMPOUND METHOD. 1.6.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM 11. EXTERIOR &LAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. EX15TINO CAVITIES SHALL BE WITH THE REQUIREMENTS FOR NEW CONSTRUCTION, IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO FILLED WITH NEW BATT PROVIDED THE ENERGY USE OF THE BUILDING 15 SITE PLA INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 2 ALL 6YP5UM BOARD SHALL BE 1/2" ON WALL5 AND CEILING, UNLESS TO ANSI A206.1 AND ANY REOUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S GORE GLAZED OPENIN6 PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE CEILING R-VALUE N & ZONING DATA ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE EVALUATION REPORT. MISSILE TEST OF ASTM Elgg6 AND A5TM EI66b AS MODIFIED BY 2020 NYS BG INSULATION NOT INCREASED, WHEN EXISTING GEILIN6, WALL, OR YES WHOLE OR IN PART BY ANY NE6LI&ENT ACT OR OMISSION OF THE DEEMED APPLICABLE. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET 2"X6", R-306 BATT INSULA?ION FLOOR CAVITIES EXPOSED DURING CONSTWJCTION GENERAL NOTES CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE TW-- REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ARE FILLED WITH INSULATION. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACT5 ANY OF THEM MAY 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALL5 PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC, FIBERBOARD OR A5TM 0206 STANDARD AN51/DA5MA 115, PER 8503.1.1, EXCEPTION #2 ENERGY TABLE BE LIABLE REGARDLESS OF WHETHER OR NOT IT I5 CAUSED IN PART BY A SPECIFICATION FOR CELLULOSIC FIBER INSULATING BOARD. - PARTY INDEMNIFIED HEREUNDER. WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 12..AS AN ALTERNATIVE TO NOTE #1I ABOVE, WOOD STRUCTURAL PANELS WITH ALTERATIONS INVOLVING BUILDING ENVELOPE IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING 1.6.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL SIDING USED IN 5TRUGTURAL APPLICATIONS A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 6' SHALL ASSEMBLIES SHALL NOT B REQUIRED TO COMPLY PAGE: ___ 16. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL SHALL MEET THE REQUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND EXISTING CAVITIES SHALL BE FILLED WITH NEW BATT WITH THE REQUIREMENTS FOR NEN CONSTRUCTION, SLIT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING CONCRETE PANELS OF 5 6' THICKNESS MINIMUM. STANDARD I (PS- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REOUIREMENT5 ATTACHED TO THE FRAMING 5URROUNDIN6 THE OPENING. PANELS SHALL BE EXTERIOR (2"X4") WOOD PROVIDED THE ENERGY USE OF THE BUILDING I5 OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR AS SET FORTH IN APPLICABLE CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS INSULATION TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIhiGs, SPEGIFIGATIONS, 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE FRAME WALL R-VALUE YES PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 2"X4", 3 INCH - -1.2 CLOSED NOT INCREASED, WHEN EX15TINO GEILIN6, WALL, OR' E lk u 0 IR U APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWINGS TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 2.2• FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE R5012.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT CELL FOAM = R-21.6 FLOOR CAVITIES EXPOSED DURING CONSTRUCTION m TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ARE FILLED WITH INSULATION. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WiRITTEN STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."1. GGRROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED Li ki ln %J AUTHORIZATION O T GT G 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 22.1. BOLTS: BOLTS SHAL!_ COMPLY WITH AN51/ASME B 16.2.1 SQUARE AND HEX BOLTS AND SCREWS ON THE BUILDING. PER R503.1.1, EXCEPTION #2 1 1 Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS ALL OPENINGS. (INCH SERIES). ALTERATIONS INVOLVING BUILDING ENVELOPE ELECTRICAL: ASSEMBLIES SHALL NOT BE REQUIRED TO COMPLY DATE:,�2/,Q7�2Q 1 OF 5 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. I. ALL NEWLY INSTALLED ELEGTRIGAL WORK OR APPLIANCES SHALL CONFORM EXISTING CAVITIES SHALL BE WITH THE REQUIREMENTS FOR NEW CONSTRUCTION, •••• ��--•� � � '• • i ii"fli +i VI v PERTAINING ARE TO BE FIELD VERIFIED. 2.2.2. LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ASME BI62.1 SQUARE TO 2017 NATIONAL ELECTRIC CODE, NFPA'70 AND 2020 NEW YORK STATE FILLED WITH NEW BATT PROVIDED THE ENERGY USE N THE BUILDING IS , ' 6 l "r`{"k ,' " AND HEX BOLTS AND SCREWS (INCH SERIES). FLOOR R-VALUE 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK INSULATION ENERGY CONSERVATION CONSTRUCTION GORE. INSULATION o �'`') NOT INCREASED, WHEN EX15TINS GEILIN6 WALL, OR .YES/.-, r WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 22.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES SHALL MEET THE 2"X6', R-306 BATT INSULATION FLOOR CAVITIES EXPOSED DURING CONSTRUCTION !k.-"TL ( OCCUPANCY FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 2. GONTRAGTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ARE FILLED WITH INSULATION. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S FOIL TO BE PLACED TOWARD WARM SIDE. REQUIREMENTS OF AN51/TPI I NATIONAL DES16N STANDARD FOR METAL PLATE CONNECTED WOOD COMPLETION OF WORK. ,,, 1' ' 111 S CONSTRUCTION, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER 8503.1.1, EXCEPTION #2 � "-' '�° "' .R t V. �`� SPECIFICATIONS, UNLESS NOTED OTHERWISE. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. - -- - -- .° I , 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -12: -. ��� - �� °+ L �' 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK AGGESSIBILITY STANDARDS. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY �• - GENERALLY, VERIFY OR PROVIDE HARD WIRED COMPLIANCE STATEMENT: ` '' 'r �a�' xx" �"'�. 'd<F,l,,; 2.2.4. METAL GONNEGTOR.� WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE SPECIFIED, SMOKE DETECTORS W BATTERY BACK-UP IN: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 4 „, ""J: ,"', �•. 1 ° ( CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE MINIMUM A5TM A653, STRUCTURAL QUALITY, GRADE 35 STEEL SHALL BE USED. OTHER METAL 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY FOUNDATION WATERPROOFING. CONNECTORS SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND ANY COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51NG CHAPTER 4 [RE]. $' t �, y f ; UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORKS A. EACH SLEEPING ROOM _ � - ,e'';. �:;: , ADDITIONAL REQUIREMENT5 AS 5ET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. l� k:; ,,I;,,.;i',_, p COPYRIGHT PROTECTION ACT OF Igg0 (AWCPA), WHICH HA5 SEVERE PENALTIES. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: ;a 4 >';, 0 _, B. OUTSIDE OF EACH SEPARATE SLEEPING ` „� 1 - q" R-30 FOR FLAT CEILINGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F Ibb'i STANDARD SPECIFICATION FOR DRIVEN AREA IN THE IMMEDIATE VICINITY OF 1.,.' - G��O�t�tr ��`,, . �t'{��� " r- 'I I,_ - 6.25" R-306 FOR VAULTED AND CATHEDRAL CEILINGS FASTENERS: NAILS, SPIKES, AND STAPLES. THE BEDROOMS (GENERALLY THE HALLWAY) _ - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION r ^„',� �u� ? ;�`, :'�_k 1.`., r , '.:=�" - 525" R-21 FOR 2"xb" WALL CONSTRUCTION 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES SHALL MEET THE j" ,-; , �.. mss,, G. EVERY LEVEL OF DWELLING V.' '; ; :;, ,- K «'� - 5.25" R-21 FOR FLOORS REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET r,• r, Rt.CO JE `fy i`r FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) r,,._,R,�V -ct ,), ,a �� � '. i�,s 2.2.1. SCREWS: 50REW5 SHALL COMPLY WITH ANSI/A5ME B 16.6.1 WOOD5CREW5 (INCH SERIES). ELECTRICAL INSPECTION REQUIRED GONTI NUOUS BU I L.T-Uig 01 RDERS, 5 OR MORE SUPPORTS 0*) CONNECTION PATTERN SGHEDULE Q BETWEEN V6 ASSEMBLY REQUIZEMENT5: 0 WHEN GIRDERS MADE UP OF JOISTS NAILED UJZ O s 1/4 OFA CONNECTION DESCRIPTION TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER J = N PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I-- MAX. F—MAX.32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER W A (2)ROWS IOd NAILS a 12"O.C. P THE SPAN LENGTH FROM AN INTERMEDIATE Q W }: B (s)ROYs 1oa NAILS o 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE Z P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE G O = (2)ROWS I/2' 0 BOLTS a 12"O.G.5TA5ER ; TWO-PIECE JOINTED ON THE 5AME J 51DE OF THE SUPPORT. 6EDz DBL.o ENDS BUILT UP GIRDER P MAX.32" D (2)ROWS 1/2' m SOLT'5 o Ib•O.C. NAILING: TWO-PIECE 61RDfERS ARE TO BE NAILED FROM ONE O E 51 DE WITH IOd NAILS, TWD NEAR EACH END OF OO 0(2)ROWS I/2' m BOLTS a 24'O.C. BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE ��®®R �EAJER �� fI i //STR �FFI NO@YINDOY /1 F (2)ROWS 3-3/6"TRUSSLOGC SGREW5 a 12"C.G. t 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL �" m scREWED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH JOISTNOTATION: Z 5 (2)RU5 IRONS 3-3/6"TR5LOGK SCREWS o 16"O.G. P SIDE W IOd NAIL5, TWO NEAR EACH END OF EACH A - NUMBER OF 8d NAILS m EA. END OF STRAPPING (2018 WFGM,TABLE 3.-f, P. 18qO SCREWED ON(U SIDE OF MEMBER ) , OTHERS STAGGERED W/ A DISTANCE OF 32 B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3235, P. 2ql) (2)ROW5 3-3/8"TRUSSLOGK 5CREY5 a 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. H' [� H P G - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER(2018 WFGM, TABLE 3.230,P. 2q2; SCREWED ON(1)SIDE OF MEMBER THREE-PIECE - - - - ALTERNATE AS PER TABLE 3.230,P. 2q3) W (2)ROWS 5'TzussLocic SCREWS a 12"O.G. BUILT UP 61RDI R MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d D - NUMBER OF I6d NAIL5,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE —� SCREWED ON BOTH SIDE OF MEMBER P NAIL5 ON EA. 51DE w/ TWO NEAR EA. END OF EA. A —D (2013 WFCM, TABLE 3.'T,P. ISq) —� pQ K (2)ROMs 5•TRUssLOG1c SCREWS a I6°O.G. PIECE, INGLUDIN6 INTERMIDIATE JOINTS, AND W/ THE E - NUMBER OF JACK STUDS a EA. END OF HEADER(2018 WFGM,TABLE 322F, P. 288) > d' FASTENINCC SCHEDULE A SCREWED ON BOTH SIDE of MEMBER O OTHERS 5TA66ERED w/ A V15TANCE OF NOT MORE F - NUMBER OF Ibd NAIL5, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE Z O O NOTE: THIS SGHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS L (2)ROWS s"TTzu55Louc SCREWS a 24•o.c. BErtNEEN I/6 —G SCREWED ON BOTH SIDE OF MEMBER t I/4 OFA THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. (DOES NOT APPLY TO DOORS) (tole WFGM,TABLE 3.8,P. IqU J ri 0 (5EE PAGE o-003 FOR STRAPPING AND NAILING REQUIREMENTS, FOUR-PIECE 61DER5 ARE TO BE ASSEMLED AS i E— Y AND ROUGH OPENING FRAMING REQUIREMENTS) P Z Z d' I.BEAMS t FADERS NOT NOTED WITH GONNEGTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED 1-4 ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLE55 NOTED OTHERWISE PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. FASTENING SGHEDULE B J CV (SGHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) a eoNNECTON PATTERN B'WHEN Io•OR LARSER P —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS Li" W (0 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEM .- FOUR-PIECE ANCHORING: (IN ACCORDANCE WITH WOOD FRAME CON57RIJGTION MANUAL 2015 EDITIOW OFFSET FA5T=NER5 I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO 111 r. FASTENER SPEC. FASTENER P DESCRIPTION AND QUANTITY SPACING MASONRY PIER5,NAILED TO WOOD POSTS OR A O Q BOLTED TO STEEL COLUMNS. I NOTATION J O ROUGH A B G D E F 6 ROOF GE I L I NO FRAM I NO �:; OPNG RAFTER TO TOP PLATE'. (TOE-NAIL) SEE PAGE 6-003 PER RAFTER NA I L_ I NCS PATTERNS FOR SIDE LOADED SEAMS Oo . FLUSH SEAMS) 2'-0" 2 1 1 1 1 1 w CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER J015T 4'-0" 4 I 2 2 2 2 FA57ENINO RECOMMENDATIONS FOR 50f=-LOADED, H CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP MULTIPLE-PIECE MEMBERS " - PROVIDE (2) 2"x10" HDR (MIN) U.O.N. 6'-O" 5 1 3 3 3 3 W NAILED' BOLTED' rm (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) - �" GEILIN6 JOI5T LAPS OVER PARTITIONS(FACE-NAIL) q-Ibd COMMON EACH LAP 8'-0" 7 2 3 4 4 4 = -� 2 ROWS 16d D ROH5 I6d 2 ROM V 2 ROWS 15' 2 ROY!lY J COMMONCOMMON BOLTS•24' BOLT 5 BOLTS SEE PAGE 6-003 PER TIE O 12'O.G. a 12'OZ. O.G•sT^ a 12"OZ. a 6'O.G. Q COLLAR TIE TO RAFTER (PAGE-NAIL) TWO ROWS I21,D.C. THREE Rotas I2"O.G. BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END BEAM SELECTION w/ STD. NAILING j A5 NOTED IN NOTES 7 d 8 RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6ES 2.BOLT HOLES ARE TO Be THE 5AME DIAMETL•R AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STA66ERED TWc ROWS 6.O.G. WALL FRAM I NO FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST F_KTEND THROUGH THE FULL TNIC40 E55 OF THE MEMBER.USE WASHIERS UNDER HEAD AND NUT. p� 5.STA65ER EACH ROW OF FASTENERS BY 12'. i TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON ' PER FOOT 4.FOR A TREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED H-EN LOADS ARE APPLIED TO 6 TOP PLATES AT INTERSEGTION5 (FACE-NAIL) 4-I6b.d COMMON JOISTS - EA. SIDE .V LIDS of THE MEMBER VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'Of:.OR TRIPLED FOR 4'O.G.NAIL SPACING. 5TUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. STD NAILIN6 FOR TOP LOADED MULTIPLE-PIECE BEAMS: HEADER TO HEADER (FACE-NAIL) Ibd COMMON lb" O.G. ALONG WOES T.2 ROWS OF Ibd COMMON NAILS(12'O.GJ FOR DEPTHS 12'OR LF-16 6.5 ROWS OF I6d COMMON NAILS(12'O.GJ FOR DEPTHS OF 14•,16"t 16'. TOP or BOTTOM PLATE: TO STUD (END-NAIL) 2-I6d COMMON PER STUD BOTTOM PLATE TO FLOOR JOIST, BAND J015T, 2-Ibd COMMON '-2 PER FOOT I I ¢ �j ENDJOI5T, or BLOCKINS (FACE-NAIL) CONSTRUCTION DETA I LnS 4" WIND LOAD FATH C.,ONNEGT ON DETAILS FLOOR FRAM I NO NOT TO SCALE JOIST TO SILL, TOP PLATE or 61RDF-R (TOE-NAIL) 4-8d COMMON PER J015T BRIDGING TC JOIST (TOE-NAIL) 2-5d COMMON EACH END BLOCKING Tv JOIST (TOE-NAIL) 2-5d COMMON EACH END BLOGKIN6 TO SILL or 3-Ibd COMMON EACH BLOCK KING 5TUD5 TOP PLATE (TOE-NAIL) LEDGER 5TRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH JOIST J015T ON LEDGER TO BEAM (TOE-NAIL) 3-Sd COMMON PER JOIST WOOD JOIST WOOD JO I S CRIPPLE STUD BAND JOIST TO JOIST (END-NAIL) 3-Ibd COMMON PER JOIST BLOCKI NO JOIST HANGER HEADER H BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT Z GIRDER/HEADER W JACK STUDS 0 ROOF SHEATHING WOOD WOOD JOIST W STRUCTURAL PANELS: GIRDER INTERIOR ZONE 8d COMMON b" EDGE / 12" FIELD PERIMETER EDGE .ZONE 8d COMMON b" EDGE / b" FIELD GABLE E:NDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. _ W UP TO q" RAKE OVERHANG JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH OIRDER/HEADER TYPICAL HEADER CONNECTION Q O GE I L I NO SHEATH I NO PROJECT: GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD TSC HOLDINGS WALL SHEATHING RAFTER LLC STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD WALL STUD - WALL STUD GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD BOTTOM PLATE - BOTTOM PLATE BATHTUB SUB FLOOR 3400 YOUNGS AVENUE FLOOR SHEATH I NO (SUBFLOOR) DOUBLE JOIST _ DOUBLE JOIST TOP PLATE SOUTHOLD, NY 11971 STRUCTURAL PANELS: I" or LE55: Bd COMMON b" EDGE / 12" FIELD - - 6REATER THAN I": IOd COMMON b" EDGE / 12" FIELD WALL STUD IN TITLE: STRAPPING, & NAILING DETAILS 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL ED6E. FASTENING SCHEDULE ALTERNATIVE NAILING 50HEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. MING GRAPHICS FOR EXAMPLE, IF WALL 5HEATHIN0 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HI&HER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS 5HALL BE DOUBLED, OR DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALL5 ALTERNATIVE RAFTER TO WALL STUD CONNECTION BEAM CONNECTION PATTERNS ALTERNATE CONNECTORS SHALL BE U5ED TO MAINTAIN THE LOAD PATH. 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBER5, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 5 - FOR ROOF SHEATHING WITHIN 4' 0F THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUI REMENT5 5HALL BE Vel N D R E S S T A N T CONSTRUCTION C O N N E C TO R S PAGE: USED. N IL CONNECTION LOCATION: PART NUMBER: NOTES: G 0 0 0 2' 000` - ■ R I DOE-TO-RAFTERS 6520 9 21" APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER -- - DATE: 12/07/20 2 OF S RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER PLATE-TO-WALL STUD 0520 g 18" APPLY TO EACH WALL STUD_ 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or CS20 ® 56" APPLY TO EACH WALL STUD HEADER-TO-JACK STUD 6520 (9 12" APPLY TO EACH )AGK STUD ��''•F `� �.J'`'� c:; rs° vj l , CRIPPLE STUD-TO-HEADER H5 . ✓� APPLY TO EACH CRIPPLE STUD '. �.� - s SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END �� ���«,- '� `- ` WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE 0520 (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 51MP5ON METAL CONNECTORS FOR PROPER WIND RESISTANT GONSTRUGTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. A 0ENERAL NEW PARTIAL HEIGHT Q EXISTING TO BE DEMOLISHED O WOOD FRAME (L.G. STL. LLJ 04 W Z EX15TINO TO REMAIN WHEN APPLICABLE) J NEW FOUNDATION WALL Q LV NEW WOOD FRAME (L-6. W }- STL. WHEN APPLICABLE) Li 0: Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" 5TRUGTURAL Z WOOD FRAME (L.G. °STL. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL H u') � P05T FOR 6" WALL5), U.O.N. w O O EXIST. EXIST. NEW 2-HR FIRE RATE` R.D CELLACRAWL SPACE O O WOOD FRAME (L.O. °STL. LC) cc WHEN APPLICABLE) O EX15T WIOx22 GIRDER EXIST. b"XS" WOOD = ' 6 61RDER — ~ m EXIST. Z L MECH. ROOM Q J J 00 Z � (0 e� e-I Y O 2 �: tt Q Z r-I L- W w LO T-4 r- Ln c-I J O EX15T. W CRAWL5PACE Lu ~ U � J V J a FOU1"'4I7ATION D MOLITION PLAN Q 50ALE: 1/4" = P-O" i O in �Y 4'-4" II'-10" T rT �0 EXIST. BEDROOM O EXIST. LIVING d1 cV ROOM 13u . r �9 I EXIST. REMOVE ARCH,EX15T. Ki 2„ 5-5 KITCHEN p HDR TO REMAIN iV ^I/ ❑ 12'-y2 - in i i � N m d) EXIST. DINING w ❑ iv ROOM _ tt 0 U w EXIST. a: HATCH ui H ❑ ❑ ❑ p F I RST FLOOR I�)EMOL I TI OIC PLAN PROJECT: SCALE: 1/4" = I'-O" TSC HOLDINGS „ LLC 2 4 3400 YOUNGS AVENUE EX15T. ° EXIST. SOUTHOLD NY 11971 BEDROOM ;fl _ BEDROOM 0 0 ° DRAWING TITLE: DEMOLITION PLANS o • 8'-3y2" PAGE: 4'-I I" Ill-loll EXIST. _BATHROOM A-101. 00 DATE: 12/07/20 3 OF 5 u m EXIST. BEDROOM Yz SECOND FLOOD'. DEMOLITION PLAN SCALE: 1/4" OENER/�L 5Y1" 50L <E`r : !' A/G Q ~ NEW PARTIAL HEIGHT UJ _0 EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) J r'I UJI � I— � %'..ri.. • i., NEW FOUNDATION WALL Z ui >' NEW WOOD FRAME (L..6. 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL J }. WOOD FRAME (L.G. 5%. P05T FOR 4" WALLS m rn m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL ® x ® x - ? ® x O POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED O L N O L N 3 0 O L►� a. (�WOOD FR`ME (L.G. 5%. (� (� x z T . (� �• �' WHEN APF. .GABLE) - 1 = �> _ _ EXIST. CRAWL Z r SM/CO NEW 6A5 SPACE = Q FURNACE M EXIST WIOx22_ _ _ EXIST,b"X8" WOOD z W FLOOR PLAN NOTES —1—r'—a" J J 00 DOOR NOTE: _Z 0 O I. INSTALL NEW INTERIOR DOOR5 WHEN GALLED ® X ® X ® X J OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED d`�1 NI a`�►Ni a` 11 N1 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). O�N Oc..►� pL N z y. It* 3.DOOR TYPE TO SELECT (l x (-A x Q 4.INSTALL AS PER MANU 51F'EC.'s 5.PROVIDE (2) 2"x8" HDR., U.O.N. i 4.5EE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. PUMP L- � Lo OSMOKE DETECTOR / GO DETECTOR NOTES: 2 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT J O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. _ 2.INSTALL ALL AS PER MA'NU. 5PEG.'s 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR O IN COMPLIANCE WITH LOCAL GODS L2W cV EXIST. CRAWL SPACE NEW LAUNDRY ROOM: O I. NEW WASH/DRY HOOK UP U 2.COORDINATE LAUND. ROOM b DOOR PIM-'5 W ~ U w/ 51ZE OF EQUIP. _ _J 3.PROVIDE HOOK UPS AS FZEQ'5 PER MANU. J I I�f FLAN DRYER EXHAUST NOTE: PROPOSED FOU f I:;)AT I O l��I l FJ.. AN I. DUCT SHALL TERMINATE TO EXTERIOR Q 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY SCALE: 1/4" = I'-O" OPENIN55 O S.F. HABITABLE SFAGE; 851 S.F. GROSS AREA 5.DUCT SIZE AS PER MANU, 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRAN51TION DUCTS SHALT_ NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE: TRANSITION DUCT5 USED TO 8 --- CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO 5114OLE LENOTH5, NOT TO EXIST.D O EXCEED 6 FEET AND SHALL BE L15TED AND LABEL '-IO 2 ED C] _ IN ACCORDANCE WITH UL 2155A. = I "-*— '-b" REF. EXIST. _ b.EXHAUST DUGT5 SHALL BE MIN 0.016" TRK RI61D _ BENCH tV BENCH 6A5 BEDROOM W METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS � _.. D. •,. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS 1. MAX. LENGTH SHALL NOTEXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE j MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 V 03 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 110° EXIST. 2"x8" BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ?O G.J.m Ib" O.G. NOT INCLUDE THE TRANSITION DUCT. EXIST. LIVING N �� ! v ROOM 13 NEW EXHAUST FAN SHALL BE INSTALLED WHERE O4 VENTILATION 15 NOT MET B'T' MEANS OF NATURAL CIRCULATION TRROU6R WINDOWS OR DOORS TO L m OUTDOOR SPACES A5 PER NYS, MEGH. CODE SECTION m 403.3.2.3; INSTALL AS PER MANU. SPECS 6 b'-O" ry � .41I'-3" x v ELECTRICAL PANEL: OS NEW ELECTRICAL PANEL LOCATION;ALL INSTALLATION AS PER NY5 ELECTRICAL CODE 'n % '., NEW 11.5" LVL HDR EXIST. wj ® KITCHEN X O O OAS METER: E3 REMOVE E RESET EXIST. &A5 METER RE60LATOR /VENT =XIST. HDR AS PER NY5 MEGH. CODE,FUEL 6A5 CODE, 4 UTILITY CO. A STANDARDS. &AS METER SHALL BE POSITIONED ® &RADE EXIST. 2"x8" G.J. NEW FLUE: x O I. PROVIDE ZE.- `-GLEARA'NCE FLUE THROU&H V�AL.L IN EXIST. O WD. FR. GHAT . NL #103 OR UL #105 HT) - INS ALL AS SM/GO HALLWAY PER MANU. 5 °C.'s. 2.PROVIDE "AL 3G0 FP200 FR EXPANDING FOAM" (OR w ® rn H Z w EQUAL) AT ALL PENTRATION5 AT FLOOR5/WALL5/CEILIN&_5,PRODUCT CONFORMS TO EXIST. EXIST. UP ASTM E 514, A5TM E 84, AND UL 14.711. W/D m 0 3.MECHANICAL FLUE TO EXTEND 5'-0" MIN. ABOVE ANY \ _ ADJACENT COMBUSTIBLE: STRUCTURES WITHIN IO'-O". �( n 1 2 w EXIST. EXIST. DINING HATCH ROOM Lu SFfELVIN6 EXIST. Q LAUNDRY 0 E] [ ROOM PROPOSED F I RST FLOOR FLAN PROJECT: ALL NEW WINDOWS t DOORS SHALL. BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING STRAPPING 886 S.F. HABITABLE SFAGE; 886 S.F. GROSS AREA 5GALE: 1/4" = I'-O" TSC HOLDINGS DETAILS. - LLC w. ....... .:.:..::::..::.... ...:..::.:.::. > f EGRESS " CLEAR WINDOW DIMENSION OPENING 3400 YOUNGS AVENUE TAO TYPE MODEL # " WIDTH REQ'D 2 O HEIGHT REQ'D:24" N SOUTHOLD NY 11971 DTH HEIGHT OPENREQD: 5.1S.F. XIST. x V EXIST. x U - OUB E-HUNG ADHI550 +::,`S"::<«! >;_:'.;«%::: -C�;: :.: I-"i 2-I I DOOM E7E R N O . � BEDROOM DRAWING TITLE: N lu ® 2 4 w ® PROPOSED FOUNDATION PLAN w. :ice' . ,.: % 5 $ " ....... ..w.....::.............».....:.........,,.......:.....«.....................„,...�..............a«.,..........:..,..........,.w�....�........'....>...:.........,...,.....ms'%......µ...: 1 DOOR 1 MtR1ALi' « in TAG DESCRIPTION €:<._::,..> '_ ` #<``` ;'.` :;>':, :>:>:::::::: NOTES o3 03 t1 . l�� WIDTH HEIGHT :: ., 04 PAGE: i II _... a' U 4 O 04 O : O e 2 II oo . .......-.. N ,r ©} ... . .....:......... ..::.:.:... : r. ■ I OI SLIDER b-O b-8 I:<>.:.>::. N MODIFIED .. ..... .... . .::. . ::::.. :::::. .:::::> bl S.P. — : 1L _ X I � A DATE: 12/07/20 - ---- 4 OF 5 02 POCKET DOOR ... ::....:::..:. r: Pi03 O I 5M DOOR SLAB � O- m r r T. �. ..... .-.:.: :. :::: .. .n.. .. ... ... _... .::.: DOW X CaIC N J�.l m r BEDROOM w : .. GUNL3 � O r t>i AB DOOR 2 6 b gig 8 03 5L Z ,• I II N ,I sDOOR3 O b 8 5 AE'. . r 04 DB >I 1 II I I : II 05 BIFOLD DOOR FROPOSED SEG0ND FLOOR PLAN ' SCALE: I/4" = I'—O" 600 S.F. HA�B I TABLE SFA�GE; 600 S.F. S ROSS AREA a O Q U LLJQ a- O Q LI.J LV a- cr cr ;� 60 J J P J I O 0 O O �- Lf1 Lr Z O Z it Q W J J 00 Z 0) (D Y O Z >; Rt � ZN LLWCfl Lo I = Lo � � O LU H U ' w ~ U 2 � J U -� (crr . Q 4" FRESH AIR VENTLL L u- J 1 L THROUGH ROOF O v I Q Q 4 I I I I I I FULL BATH I FULL HATH _ NOTE: -r- j ALL PLUMBIN5 WORK ALL FLUMBINO Q SHALL CONFORM TO w FUEL 5A5 WORK O I I I 1 p LOCAL PLUMBING CODE SHALL CONFORM J 2"1 I I -� I TO LOCAL IL 1L 1 1 2 1 I PLUMBIN5 CODE d I 1 1 PROVIDE "ABESGO FP200 FR I 'Q Q Q 1 2" B I I EXPANDING FOAM" (OR EQUAL) Q4 i t v O FUEL 6A5 O I 1 1 AT ALL PENETRATIONS IN FIRE v LEGEND V w I 1 RATED WALLS AND 1 �3 I �U W.G. to I yy , N �I .V �i HOT WATER PIPING PENETRATIONS: I FLOORS GEI L I N65. PRODUCT _ 1_ 1- m �-------I 1 I I CONFORMS TO A5TM E BI4, n1 :N SHOWER N I :n SUPPLY I. PROVIDE "ABE5C0 FF200 FR I5HOWER I� 1 I ASTM E P�4,AND UL 147a y ice® -I I- EXPANDING FOAM" (OR EQUAL) SUPPLY - - AND FLOORS/GEILIN55. ----- GOLD WATER AT ALL PENETRATIONS AT WALLS W9 13" FULL BATH KI GHEN LAUNDRY FULL BATH KITCHEN I 2.PRODUCT CONFORMS L ASTM E LAUNDRY � 1 814, ASTM E 84, AND UL 14'la NOTE 1 1 PROVIDE "ABE5G0 FF200 FR ALL PLUMBING WORK I EXPANDING FOAM" (OR EQUAL) _ SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE I I LOCAL PLUMBINS CODE 1 RATED WALLS AND LIVING ROOM KITCHEN g 1 1 FLOORS/CEILINGS. PRODUCT p IL r- 2" 2"� 12' GLEAN OUT �04 I CONFORMS TO j ASTM E 84, AND UASTM 14'ia 14 O I I 1 3" AS REO V F I I Q4 n 1 1 t^ N 12,1 B 1 1 I 1 1 CJ 3 1 j[Y o I I uuii EXI5T. F.A.I. TO I U I `�� W REMAIN i i A) W G \ Iv n I I 6A5 RANEE VENT U �' _ x x 1= I FIREPLACE -i4 p ISHOWER 1- I_ DW 2 WASH> � I �� I I Qa I DW wAsffER �j �� I -- -- m m REOULATOR w 2 3.. ------ - - - - - - -- ---�- --- --------------- -- Ix G.O'. CONNECT TO I 6A5 SUPPLY 4" EXIST. WATER I I a 4" HOUSE SUPPLY SYSTEM I MAIN DRAIN C.O. 1 TO STREET To i AS WATER. MAIN MAIN ; .._ ._. _.3 x PROJECT: z 4 TO SEPTIC z 51r5TEM m z TSC HOLDINGS LLC Z 3400 YOUNGS AVENUE FLUME31 NC ill 5ER - DRAIN / NASTE / VENT FLUME 1 NO RISER — SUFFLY CCAS RISER — SUFFL`I' SOUTHOLD, NY 11971 50ALE: NT5 50ALE: NT5 SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-10 is 0 0 DATE: 12/07/20 5 OF 5 Ci >,rSN O