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HomeMy WebLinkAbout50113-Z �o�a°F SO�ryo�o Town of Southold * P.O. Box.1179 0 53095 Main Rd ���ouxzr N'i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45869 Date: 01/03/2025 THIS CERTIFIES that the building ACCESSORY Location of Property: 500 Arshamomaque Ave Southold, NY 11971 Sec/Block/Lot: 66.-2-61 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/13/2023 Pursuant to which Building Permit No. 50113 and dated: 12/11/2023 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: accessory garage with covered patio, half bath and outdoor kitchen as applied for. The certificate is issued to: 3200 Bay LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1234 1/2/2024 ELECTRICAL CERTIFICATE: 50113 10/10/2024 PLUMBERS CERTIFICATION: Paul Rupp 10/28/2024 9tho i ed ignature o�SUFFoc,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "may • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50113 Date: 12/11/2023 Permission is hereby granted to: Lewis, Grace PO BOX 877 Southold, NY 11971 To: Construct a new accessory garage with half bath and outdoor kitchen to an existing single-family dwelling as applied for per SCHD approval. At premises located at: 600 Arshamomague Ave, Southold SCTM #473889 Sec/Block/Lot# 66.-2-61 Pursuant to application dated 11/13/2023 and approved by the Building Inspector. To expire on 6111/2025. Fees: ACCESSORY $385.50 CO-ACCESSORY BUILDING $100.00 Total: $485.50 Building Inspector so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o sean.devlinCa�townaouthold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Grace Lewis Address: 500 Arshamomaque Ave city:Southold st: NY zip: 11971 Building Permit#: 50113 Section: 66 Block: 2 Lot: 61 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Neubauer Electric License No: 3867ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat 4' Duplec Recpt 10 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 7 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Acc. Garage w/ Cabana Inspector Signature: Date: October 10, 2024 500Arshamom aq ueGarageElectric �uaa'u�a�zz . pF S0, I�� Town fish Annex Telephone(631)765-1302 5437S Main Road 41 Fax(631)765-9502 P.O.Box I t79 Southold.NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:,LQI I I QLI Building Pernut No. J C) /1-3 Owner: CM (Please print) ----r Plnnmber: 11<�, a print). I certify that the solder used in the water supply system contains less than 2/10 of I% lead l rs tum) Sworn to before me this _ day of , 20 nv Nolery Public, tr AMI-) County Dias Amidello II"M MMM Mn of FEW YORK Reji uWmMm0IAN63645S4 QoiliwiswumCowry Commisem Fjoes 11 19,2025 UESOUIyO� 5003 60 Af-5kqwWwla- fie. UV V # TOWN OF SOUTHOLD BUILDING DE T. cou�m� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: DATE 7 —q INSPECTOR OF SOGIyOIo 'G�6 I S; # # TOWN OF SOUTHOLD BUILDING DE�pl ormN�` 631-765-1802 INSPECTION . [ ] .FOUNDATION 1ST/ REBAR. [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ .] .FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) `[� ]ryELECTRICAL (FINAL) [ ] CODE VIOLATION [�`]'PRE C/O [ ] RENTAL REMARKS: U 1 JleVl&jn V6 J P CJJ JRf 4C KrJ r W� en 1 �r 1 eC 4j 4s-1 fa 16L DATE 2 _ INSPECTOR a *pF SOUIyOIo * # -TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 J �ll�l INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] I ULA//TII�ON/CAULKING [ ] FRAMING/STRAPPING FINAL /'may• 4q-KAle, [ ] FIREPLACE & CHIMNEY. [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -- [ ].- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ]- PRE C/O [ ] RENTAL REMARKS: M " _ GA . DATE- 0 - INSPECTOR v 4 1 0 202 8u;�a�n Department :'euthold 1 GELD INSPECTION REPORT DATE COMMENTS �•c FOUNDATION (IST) -- -`y ----------------------------- C FOUNDATION (2ND) Q o G ROUGH FRAMING& PLUMBING O 1 r t� "57— INSULATION PER N.Y. STATE ENERGY CODE C 0 FINAL I ADDITIONAL COMMENTS 2 i2 23 oQ ��c o •s ✓� 0-z 12LI rr �5� �c 1�`7�1I b elm c z 1- Srn ACA4 Yang 5 EL4 -- W� � x W � =��oF TOWN OF SOUTHOLD—BUILDING DEPARTMENT k y z i Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 <ypy�o Telephone (631) 765-1802 Fax (631)765-9502ht!ps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. ISO/ `-25 Building Inspector: �ApSphcafrons a id fbrms�must lbe filled ai t'in the r entirety Inc}a4mplete fiN j$t" IV v I 2023 t�..... app+lications wtlh n9t,be accepted r 1Nhere the ppp hca not'the awner�an A F j '�r?F�� (� l#✓+{J .+ifi� S uFU •fq•� l� iyh� L?~p�T� �a l'�ss'� 'C� h� � a.^qi}� r v.,�µ,�,b�? �a+ P � �Y✓�4"�`'t�';,a� 4 ��!'1+Iz���t{ ���r�3 S 5twx �ti �"i: L� / '3L��' o� .v� .r_:. _ r�.� u.[ ,... ._... ..".RF. _em.n< :.rd.1 .,?.�.ati+ .��.:/csr4 /++fb...,.. ,�iuw�:z/ .�r�,. aF.�w_•/„rs ��.:.?ra- .. .. . / Date: (� ©�j/c � a �� '."'c 6 �s„at s,i,i,� � .....::,,van 3��wdt�6aK_:r,av-sw .�a.�:r.�$,�%n..ta1��r s;�,ta�J,:�,.,, d}fsf zl:.t'���'r t3�.�. ,. �` @ - � '� ?t c •.�i cw 5 � r'�a .;x: ��i Name:-3 Z.0.9 Be SCTM#1000- 6_ Project Address: Phone#: Ci 1-1. 14 315-1 Email: 0, S.r�k. � ►�. .,�. � ..0 J:�, Mailing Address:.. e23ca.. J _A./+,.,..N'.e...5... �'�'.ta .�,_ r.Y..4S.,. �Lr �V. K:la.�. .�. .3., _t x"•r b,. _1.. es f'_ M mFN<.. - Name: Mailing Address: AJ Phone#: Email: r 1 / r... �3' c 1 ,rti� <a tia i - E�I�airi i�RQEE �ttDfllAl N�7FORgillATiN�f,� ' �ffkl N F y a r h , Name: Mailing Address: J Phone#: G-.;nq UrT i ^r t t-yN•y{..r S rS4 t G t x S�Re .� R a try Y �ty� t 2 /{ v^ 4 yIYY R y LV ". �, iJ.e_. .,v r. x.. ✓.a..,•. .,._.. ..n .,:r ..w,.y. / ,...✓a• 1..�.: st �i(l F,b, ,JJ�� ).5::..... ,.„M. 4,E f.i•.�. r.t. _y.,' _..... by r .,, '7t:�rd 7 Name: r �` r Mailing Address: r' Phone#: Erna k.�3 � S 4 W. l >4 f. � / •y FL� r tructure ❑Addition ❑Alter ' ❑Repair ❑Demolition Estimated Cost of Pro'ec : Other 1 ,�i✓�L �r,,a,/►�, I $ Will the lot be re-graded? es �F — Will excess fill be removed from premises? ❑Yes 1 _; �h;,, PROPERTY IPIFORMATION.:� ','� ' , y` zsc .,^� f,� r �,- - ' „si` +•; Existing use of property: Intended,use of property: Vf C_ r L w Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes IF YES, PROVIDE A COPY. s.y.;'i . r,r,? ,.,-.dr W :: o- ,l t,:s£ 4:, �r ,,::.�Sc.L. ..,t`,+.hv-.r s.ts :;��r ,;�>„ei w C -6 BO1t After Reading The owner/contracCor/design professiona(is responsible for alt tlramage and storm water issues as provided by t? y 'Gha ter`i33Kof the lot yCode ApPlIG ON S`NEREBY MADE t Sthe Building Department foirth6l5gen€e'ofrta sotlding Peimlt pursuant to the Building Zbne �� �' "N rkari 'o h ra" lca le:"ivs Ordiha"Eesor'R"�ulatigns fqr a cbns�r coono,bu ldings,�`'r Ordidance of he Tow of Soyt�►gltl,Suffo k,i»ounty,�New� p die pp� a to, @g 4!m F # tt.41'f i t. :., .r. -,4, ':+r r.ux.'}.,:: � i}ra16.,.+'F",.`'''F"^,' r,i.r,:,t- +, t: .,.:„fvt. 'iid�tioris alteratiryrs 6r ftlr-reinoiraF or;demb't�tlgn a5 herein de�scribetl T e applicant agrees tp C mply with all applicable tapf�ordinanSps,bwlding 3,w:{ =.�xxc` , a n'n,P'� .�l(n:W,•%i�. Ynf; t:,n .v,. .i2,: .�i'M1:;+t* 3.G6r.:£'✓ ap t1 `.� s?�r ,.,,.-v... a k � .t !. HK4 kousing code ahtl regulat(ons`anr7 to adlrilt aluthonzed ins� ctdrs gnspreniises and in budtlin�(s}for"decessary itspgeEiops False statements made herein are r r r e a 2 t l {� j a ,,,r< , ram. St r{ yj3 kv'g .t punishable as a SKIMP,sdemeahar p4rsuant tb 5eition 210 45 of the New Xork State;Penal Ww t r +tt' Application Submitted B7(p ' me): C L V' �° 'ill �� '�"` � `\ []Authorized Agent Owner Signature of Applicant: Date: I J I Z_ )-L 3 STATE OF NEW YORK ECAROLINE M MpcAf HUR Ne,lic State of New York $$: OfMA6384635 COUNTY OF c/rF. ` IC d in Suffolk County ) on Expires Dec 17,2026 POP being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 07V (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of JN'UyL-M6C yZ- .2025 Notary Public PROPERTY OWNER AUTHORIZATION — (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 fttj ►�,� BUILDING DEPARTMENT- Itrical Inspectoc�02� eye TOWN OF SOU F r kLD MA'S 1 4 Town Hall Annex- 54375 Main' ad - PO Box..,11.79Vr` p Southold, New York 11971��9.59 `i V v. j► O� Telephone (631) 765-1802 - FAX (631,y)-165-9502 �1 �$ rog�rr a_southoldtownny.gov — sea nd(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: .S b ZoZy Company Name: e u b a.0 0r 0 e cf(I c, bUL Electrician's Name: p i a U e'( . License No.: 3$),4 ote Elec. email: e j.&orrm Elec. Phone No: ba 1 ",1 I request an email copy of Certificate o Compliance Elec. Address.: L(p fief l t\ -b n warwz Wtst (3ab )on a I l-7ti J f •• JOB SITE INFORMATION_ (All_information.Reauiredl_ Name: I V' — Address: I('ShGI v ;, �et S'v J-�'h b Id 1 Cross Street: o r� Phone No.: •5 I D y Z-t11 Bldg.Permit#: b j l3 email: S i 5 0 8-7 ® !'�Q,r I. W Y� Tax Map District: 1000 Section: Block: 7.. Lot: BRIEF DESCRIPTION OF WORK INCLUDE SQUARE FOOTAGE (Please Print Clearly): U (> f ) Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑NO Issued On Temp Information: (All information required) y Service SizentPh❑3 Ph Size: A #Meters I Old Meter# ZNew Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Undergroundverhead #Underground Laterals M 1 2 H Frame D Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 5�15 a4 10-1416 *PNXU�, � � Neubauer Electric,LLG 407 B Lexington Ave West Babylon,NY 11704 .electric T631,587.3751 F 631.321.0873 neubauerelectrkA, _email com Paul Davey—500 Arshamomaque—Pool House Cabana&Garage final count 1 -Weather-proof raintight panel box.on rear of cabana Electric hot Water heater 250 Volt 30 Amp circuit 1 —Electric heater, 4',With integral thermostat separate 15 Amp circuit 10—Recessed fixtures, 4", LED 1 —Ceiling fan 1 —Vanity fixture 3—Exterior fixtures 1 —Nutone Standard 50 CFM exhaust fan 2—Utility fixtures(garage) 2—GFI Receptacles(bath & bath) 1 —Refrigerator Receptacle 1 —TV Receptacle 2—Decora Receptacles(bar counter) 7 Decora Switches 1 —Weather-proof GFI Receptacles 1 —20 Amp Bath circuit 1 —20 Amp Bar circuit With GFI breaker 1 —20 Amp Garage circuit for garage receptacles 2-- 15 Amp AFCI circuits 1 —Heat Deflector(120 Volt) 1 '/a" PVC conduit from basement panel box to cabana panel box 100 Amp feeder from house to cabana 1 -90 Amp Breaker in Basement panel box 1 1/4"PVC conduit from basement adjacent to panel box to cabana ECE0WL. S E P 2 3 2024 Building Department Town of Southoid ®S�F�ocxc BUILDING DEPARTMENT-Electrical Inspector o ` , TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4'4 Telephone (631) 765-1802 h Temporary Certificate # i RO Date 2024 Customer Name V` tsam Electrician Name ver- Address J�= A Phis 0 killone (631 5 7 e-mail Sk -' e-mailneohxlft-eie ,rC'i Phone 151 a a1 License# MC Size_200 A .Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 1 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 fo 0 da the da�ve. Authorized by ----------------------------------------------- TOWIN of SOUTHOLD OFFICE OF BUILDING INSPECTOR Town Hall Annex Receipt No. 1 Q 7 416 Southold, New York 11971 Date Received of Ekkric LL. - yerk S,- /100Dollars For TLLFn 0111 ( ,�,�n C �(`°� arN a l 115 ❑ Fee for ❑ Fee for. ❑ Fee for ❑ Fee for Fee for ❑ Fee for Rental Disapprovails Building Permit Certificate Electrical of Occupancy Inspection LX Check# ❑ Credit Card 75 ❑ Cash EM Building Department ILI. it C e, BUILDING DEPARTMENT-Electrical Inspector��2d A y� TOWN OF SOU4H'aLD MA'S - Town Hall Annex - 54375 Main�.'Ro°ad - PO Box 1.17 ' o Southold, New York 11971 09.59, ��►Ol �y0� Telephone (631) 765-1802 - FAX (13S )-165-9502 g ro rr(@southoldtownny.gov - seande-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: > b ZoZ y Company Name: Neubaga � )t cf(f& Electrician's Name: A+ bauer License No.: _?cA 10-7 r11,E Elec. email: n" oak-er el wtoi- e )-ewrr Elec. Phone No: ,115 I request an email copy of Certificate o Compliance Elec. Address.: Hp Lt::A I(\ -b n ✓ayw-2 Wtsf f6a5 ton a I I-7 01 JOB SITE INFORMATInN (All Infnrmatinn RerniirPctl Name: Poo I I)AA� Address: -5 t)-0 ,rsha o vQ Ar-"-L 41-tb IclCW f Cross Street: o p( Phone No.: 5 I Z y ZZ,1Z Bldg.Permit M o f 13 email: 5 j i o $� ® Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �6-p J ) Square Footage: Circle All That Apply: Is 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 SizemPh❑3 Ph Size: ?-D'D A # Meters Old Meter# NVew Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground verhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION .41 b 9& kr- cam, t 0*7 4 t� PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments Bunch, Connie From: Bunch, Connie Sent: Friday,January 3, 2025 3:21 PM To: 'Paul Davey' Subject: RE: Pool Permit#50115 500 Arshamomaque Hello again, I need one more thing from you.The final survey needs to be corrected—it should say garage—not pool house— because there is a restriction on the size of pool houses.The CO's will be ready to go once we have that correction. Thanks, Connie From: Paul Davey<sligo87@gmail.com> Sent: Friday,January 3,2025 10:15 AM To: Bunch, Connie<Connie.Bunch @town.southo Id.ny.us> Subject: Re: Pool Permit#50115 500 Arshamomaque Connie I sent you 2 videos in another email showing self locking pool gates Thank you, Paul Davey Sligo Construction Corp. www.sligoconstruction.com North Fork Kitchens www.NorthForkK!tchens.com Cell 516-204-2222 Suffolk 631-765-5555 On Fri,Jan 3, 2025 at 10:04 AM Paul Davey<sligo87@gmail.com>wrote: Hi Connie file:///var/mobi le/Li bra ry/SMS/Attachments/cb/11/316CD6CB-724F-4BB2-A3AB-08745C086E4A/IMG 7421.MOV Thank you, Paul Davey Sligo Construction Corp. www.sligoconstruction.com North Fork Kitchens www.NorthForkK!tchens.com Cell 516-204-2222 Suffolk 631-765-5555 On Fri,Jan 3, 2025 at 9:52 AM Bunch, Connie<Connie.Bunch @town.southold.nv.us>wrote: 1 S.C.T.M.# DISTRICT 1000 SECTION 66 BLOCK 2 LOT 61 #R-23-1234 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ARID A HALF BATH/GARAGE DWELLING EFFLUENT FILTER TW-4 FFL 24.0 4"SDR 35 DATE 11/9/23 ITCH 1/8"/FT .S F O. R-23-1234 GRADE 22.5 GRADE 22.4 C/O TO GRADE GRADE 5%MAX GRADE 22.3 APPROVED �INV20. DIST INV20.2 TOTAL MAXIMUM BEDROOMS 4 INV20.8 INV20.5 INV20.3 BOX EXPIRES THREE YEARS FROM DATE OF APPROVAL 4 SDR 35 _7NV20.1 PITCH 1/4"/FT 8'0x16'DEEP O 4"SDR 35 AN-400 PITCH 1/8"/FT LEACHING ED� POOL O Q ====C]O EL 15.2 EL 15.2 =OIL=o=3EL4.4 HIGHEST EXPECT,GROUND WATER EL1.0 Design Professional's Certification Required. SANITARY INVERTS Submit P.E. or R.A.Certification For The Installation and Construction of the Sewage Disposal System Accessory building water line must be a minimum of 54 in.below grade Use Form WWM-073 Water lines must be inspected by the Suffolk County Dept. of Health Servic_e$. Call (631)852-5754,48 hours in advance, to schedule inspection(s). MAIN ROAD DWELLING Wf PUBLIC WATER o 75' O1 VACANT LOT 9 75' 168.30' U.P. EL 22.3 0 LOT 21 W 0 N 83020110 11 E W CELLAR ENT. Q (23.0) y- W . EL 23.5 ,• op Z 12.0' 8'DIAx5'DEEP 8 0,. LP I O ... ... ...... Q r` w 2 j.$' :14.0'-X-` :'PROPOSED::•:•:•:•:•:•:•:::0 8'0x16'DEEP a Q o O .....' 2 STY FRM•......... DB 3 W ::::: ..... LOT 1 ►.... \O b.: DWELLING" 3.5' CJ cn PROPOSED'- o M' ;•4 BEDROOMS..:.:.:.:.:.:-.. EXP � p00L : a OOD STOOP 24.0}'..:....:.:.:.:.: o p �.L W To :FFL, Cr AN400 W J ELEV. 22.3 N:: >o DR BROWN v a C.O. _J 3 OL .... I:zLOAM 1. ::300: - O Q ML BROWN T 20 � �� � (22.8) (22.5) 0 J 3 LO PATIO O CH 40 PVC VENT PIPE �1 3"OVERSIZED FOR POOL M H �1 PALE T WASTE WATER ELECTRIC AND AIR SUPPLYHOSE TO OWTS Cij I Q BROWN VACANT 5�N 8'DIAx4'OEEP 24.0 ;:: 3 PROPOSED DRIVEWAY FINE 28.9' ,16.0' .. .....:..:.•.:...:::::: SP TO COVERED :o: :GARAGE•:•: z MEDIUM j-�� OUTDOOR 4.0 ;GF�23 0)':::'' U SAND ` 1 WELLS KITCHEN ( L E 22. c a 22.5) i! $ W 1,0.00' O a Lri CONTROL PANEL AND AIR PUMP EL 22.5 ELECTRIC SERVICE TO CONTROL PANEL S 83020'101, �'�' LOT 11 NO WATER DWELLING ELECTRICAL PANEL -- 17' VACANT �c JULY 12, 2023 150' K. WOYCHUK LS LOT 19 a E�KER COVERCOVER PLUG 20' INi. D11. TO GRADE N _•FINISI*D GRADE (THREADED) SQUARE - jj""S' SDR 35 Pb!PIPE OR EWIV. " WTCHED 1/r PER FT.MIN. V KET CONCRETE BASE ' CIRCUIT CIEANOUT BOX ® ® ® ® BREAKER CLEANOUT ® ® ® ® 30AMP ADAPTER ADAPTER 1 ® ® ® ® � ® DEDICATED TO h ar "cttod NTS HYDROACTION AN-400 30 DEGREE FrrTINa .. _ ® ® ® ® =_ ® HYDROAGTKNi CONTROL PANEL i. ® ® ® v==� 60 d I MM BITER FLOW / CONTROL SEWER LINE PANEL CLEANOUT DETAIL LEACHING POOL Nrs Nrs SANITARY DESIGN BY: 1 RICHARD M.MATO A.I.A. PO BOX 2284 AQUEBOGUE NY 11931 LOCKING CASTING PHONE:(631)523-5879 T°GRADE EMAIL: RM TECT@GMAIL.COM ��rAED ARCL 1 8 POLYLOK 24"SAFETY SCREEN C> M. V 7ABOVE IN 4 PART NO.•3008-SS V`Z 9� 'A ' 4'MAX DOMED SHAPE FOR MATERIAL-HOPE Q Q� MAXIMUM LOAD TRENGTH INSTALL IN EACH ACCESS ~^ ` HD POLYLOCK COVERS er MODEL 3008aiD HANDLE FOR EASY REMOVAL PORT UNDER HD COVER2'M1;"j:A;•-n OF SAFETY SCREEN �, I OUTLET INVERT Ir S 04186" QE' TgTF0 E�yO RICHARD M. MA'_ A.I.A. NYS LISCJ041861 INLET - + 2 ET SIZED TO FIT INSIDE FIRST 24"RISER BAFFLE RED•D ENDCAP TYPE IF INLET PITCH LEVELING DEVICES DWEIM WITH 4 BEDROOMS-NO GARBAGE GRWM EXCEEDS 1reIFT REWIRED OWTS SYSTEM FOR 4 BEDROOMS 440 GPD REWIRED LEACHING AM 3DO SF STOEWALL AREA DISTRIBUTION BOX TUF-TITE =FFLUENT WATERTIGHT FLEXIBLE PROPOSED SEPTIC SY M FOR 4 BEDROOMS 64" 63�� JOINT SEAL (1)KMOACRON MN400 440 GPD(OWLS) NTS FILTER EF-4 OUTLET TO (1)►EA01ING POOL 8.0 18'DEEIP HYDROACTION PUMP TANK (1)EXPANSION tEMCFIk1G POOL e'�1e'DEEP -UF-TITE TB-4 SWT,RY NOTES 7-BAFFLE PVC SDR 35 1.THE OWTS N79M SHALL HAD AN ENDDRSEIAW FROM TW SLOW CMW DEPARTMENT OF HEALTH. Z AN EXECUTED OPERATION AND MWIE ME CONTRACT BETWEEN THE MAMIDIDONCE PRDNDER#0 THE -�" 40.5 0 TUF-TITE SD-4 HYDROACTION AN-550 SIDEWALL a PRWIDE A z vD+r PPIiPE FROM THE WS TO THE DMUNG AND CONNECT TO THE SANITARY MW VNN TIDE► USE SOLIDS DEFLECTOR THE VENT PIPE SIAL 9:MIED TOM THE M SO ANY UQUID WIU.MM TOWARD TNE OWTS 1 EFFLUENT FILTER 4'AN EI`FL'E"r FII.1ER SWL BE INStAUJED'NDER TW ACCESS CM OF THE M40D UNIT ON THE OUTLET PIPE NTS NON-CONFORMING LOT FRONT YARD:35'MIN DRAINAGE CALCULATION SIDE YARD: 10'MIN,25'TOTAL REVISED 10-19-23 REAR YARD:35'MIN REVISED 09-20-23 SCREEN sl SEcnoN PROPOSED DWELLING W/COVERED PORCH: 1,307 SQ.FT. AREA: 11,695.4 SQ.FT. or 0.27 ACRES ELEVA77ON DATUM: NAVD88 GEOTEI FABRC 1,307 x 0.166=217cf REQUIRED SUPPORT POSTS (1) 8 DIA x 5 DEEP DRYWELL=221cf PROVIDED UNAUTHORIZED AL TERA 770N OR ADD17ION TO THIS SURVEY/S A VIOLA 77ON OF SEC7701V 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COP/ES OF THIS SURVEY WOOD OR METAL MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN FLOW DIRECTION ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7771.E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUAON BACKFlLLED PROPOSED GARAGE & COVERED PATIO: 640 SQ.FT. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. IXD AND 640 X 0.166= 106cf REQUIRED LED TRENCH THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES, ADD1770NAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS EXISTING GROUND AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY "OVERSIZED FOR POOL WASTE WATER SURVEY OF, LOT 10 - BLOCK 1 of NEW CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF:BEIXDON ESTATES �P�)N M. Ay- rC A - ' ' LOT COVERAGE(MAX 20%or 2339 S.F.) ry '"l""°" PROPOSED DWELLING W/COVERED PORCH: 1,307 SQ.FT. FILED: MAR. 16, 1946 No. 1472 71 PROPOSED GARAGE&COVERED PATIO:640 SQ.FT. SITUATED AT:SOUTHOLD r_ o SWIMMING POOL:392 SQ.FT. c 2339 S.F.or 20% TOWN OF:SOUTHOLD KENNETH M 11.OYCHUK LAND SURVEYIYG, PLLC SUFFOLK COUNTY, NEW YORK sF 050882 5J� Professional Land Surveying and Design P.O. Box 153 A uebo ue, New York 11931 THE WATER SUPPLY, WELLS, DRYWE'LLS AND CESSPOOL GROSS FLOOR AREA �G as•,. q g LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS 2100 S.F.+(12.5%x 1702)=2313 S.F. FILE 111 223-90 SCALE:1"-20' DATE: JULY 15, 2023 N.Y.S. LISC. NO. 050882 PHONE (831)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS. S.C.T.M. NO. DISTRICT. 1000 SECTION: 66 BLOCK: 2 LOT(S):61 #R-23-1234 -�Ou,d xbdn 1ocoj i on JU ' JAN 3 0 2024 (-3D-2� MAIN ROAD DWELLING W/PUBLIC WATER o 75 Tovvu- VACANT LOT 9 11' 168.301 STK. U.P. I 75' EL 22.3 LOT 21 W � W I N 83020110" E I z W 8'DIAx5'DEEP i�-�� W o STK. W ' WEL i CELLAR ENT c0 (23.0)- o EL 23.5 VJ I Z 75.1 �/(23.0) 37.4' No LP L I Q OL DR ELEV. O 27.8� ...: 14.0'.:.:::.:: 12.0' 3.0' e'0x16'DEEP 4 I F� LOAM W LOT 10 (a DB o � BROWN Cn PROPOSED'•; '�'' FOUNDATION o U MIL SILT o Ga LOCATED EXP -� POOL a¢ Ln 3.5' AN400 3' - -o. ......... p a o 1122124 W I . ............ O_ PALE > 43.3, I FINE O C.O. SP MEDIUM I O 0 SAND 30.9' LOT 20 i ' (22.5) ' **OVERSIZED FOR POOL PATIO (22.8) 2"SCH 40 PVC VENT PIPE 3S,Q� I Qj VACANT WASTE WATER M.H. vj p 8'DIAx4'DEEP 24 0' ELECTRIC AND AIR SUPPLYHOSE TO OWTS 150 44.9 . N NO WATER FOUNDATION rn rU — 17' LOCATED b O JULY 12, 2023 DRY` C O' EL 22.1 1 1/22/24 STK. K. WOYCHUK Ls � UT �WELL/ �/ 6 I �] W o cn W 1�}4 00 Cn J I NON-CONFORMING LOT O a rn J FRONT YARD:35'MIN I I SIDE YARD:1 O'MIN,25'TOTAL - REAR YARD:35'MIN EL 22.5 CONTROL PANELAND AIR PUMP THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL STK. S 830201101' w LOT 11 ELECTRIC SERVICE TO CONTROL PANEL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS LOT 19 VACANT DRAINAGE CALCULATION �' SILi NAVD88 150' SCREEN SECTION PROPOSED DWELLING W/COVERED PORCH: 1,307 SQ.FT. AREA: 11,695.4 SQ.FT.or0.27ACRES ELEVA 771 DATUM: GEOTE%IILE FABRIC1,307 x 0.166=217cf REQUIRED UNAUTHORIZED AL7ERA77ON OR ADD177ON 70 THIS SURVEY IS A WOLA770M OF SECTION 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COP/ES OF THIS SURVEY WOOD Or amps 000 OR METAL (1) 8'DIA x 5' DEEP DRYWELL=221cf PROVIDED MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7/ON FLOW DIRECTION PROPOSED GARAGE & COVERED PATIO: 640 SQ.FT. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING/NS7777J710N, GUARANTEES ARE NOT TRANSFERABLE. EXCAVATED AND 640 x 0.166= 106cf REQUIRED THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE aACKMUM TRENCH NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GU/DE THE EREC710N OF fENC£S, AD0/7JONAL STRUCTURES OR AND OTHER/MPROVEMfIV75 EASEMENTS EOSING GROUND (1) 8'DIA X 4' DEEP DRYWELL=177cf PROVIDED AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY "OVERSIZED FOR POOL SURVEY OF. LOT 10 — BLOCK 1 CERTIFIED TO: SLIGO CONSTRUCTION; s WASTE WATER MAP OF: BEIXDON ESTATES LOT COVERAGE(MAX 20%or 2339 S.F.) FILED: MAR. 16, 1946 No. 1472 " PROPOSED DWELLING W/COVERED PORCH:1,307 SQ.FT. SITUATED AT. SOUTHOLD PROPOSED GARAGE&COVERED PATIO:640 SQ.FT. SWIMMING POOL:392 SQ.FT. SUFFOLK COUNTY, NEW YORK REVISED 12-06-23 TOWN OF: SOUTHOLD FND. LOC. 01-22-24 KENNETH M WOYCHUK LAND SURVEYING, PLLC 2339 S.F.Or 20% Professional Land Surveying and Design REVISED 10-19-23 P.O. Hog 153 Aquebogue, New York 119 /o 31 REVISED 09-20-23 GROSS FLOORAREA FILE # 223-90 SCALE: 1"=20' DATE: JULY 15, 2023 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 2100 S.F.+(12.5 x 1702)=2313 S.F. S.C.T.M. N0. DISTRICT: 1000 SECTION: 66 BLOCK: 2 LOT(S):61 #R-23-1234 SEPTIC LOCATION POINTA" POINT"B" ROAD S.T. 24' 33.5' MAIN D.P. 29' 31' 0 L.P. 36.5' 27' Ln r- LOT 9 L 168.30' STK. U.P. El, I LOT 21 I P-) 4 STNVIRE POOL FENCE 0.21S w 'W 83 02011 „ E C4 PO Q0 � w I � N a\RE STK. i DRY*\1 CELLAR ENT.x 8 DIAx5'DEEP\WELL/ E3 �V 29.0' L.P.GAS 8'0x16'DEEP . ...4 •:Z23.5 . .. O. N j I LP 01 A vo° : INGROUND ::: . . R :::::: Pooh:.:. : : : :.:z STY FAMELOT 10 '. oa j I� .. � LOT 20 :...� ..... ....................... ANa00oo I , ! _ e JAN 3 ZO25 .:.:' o STONE BRICK :......:.:::::............. C. O kS _PtT o PATIO -: 31.1 o I GRAVEL M.H. s— ems— 35.4, N 7 m N GRAVEL DRIVE 16286, 1' . WAY Irre^^1 I v l "OVERSIZED FOR POOL .•.-.• ' ..... I i \ C.O. EL 22.1 WASTE WATER DRY 1 3.4 :;:::: :::::: •. 8'DIAx4'DEEP ELL/ in Vi`f�Eb STK. i o POOL EQ -' PATIO. :.. , 0 2�' w 144.00 I NON-CONFORMING LOT FRONT YARD:35'MIN C n I I SIDE YARD:10'MIN,25'TOTAL EL 22.5 IRE POOL FENCE 1.2'N N REAR YARD:35'MIN C31 4'POST CONTROL PANEL AND AIR PUMP THE WA7ER SUPPLY, WELLS, DRYWELLS AND CESSPOOL STK. S 83020'1 11 W IV LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS LOT 11 AND OR DATA OBTAINED FROM 07HERS LOT 19 I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AREA: 11,695.4 SQ.FT.or 0.27 ACRES EEVA771 DATUM: NAVD88 APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE AND UNAUTHORIZED ALTERA7701V OR ADD17TON 70 7HIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA7E EDUCA77ON LAW. COPIES OF THIS SURVEY 0�NOT TO 7HE PING THE LAND ERSON FOR WHOMR THE SURVEY IRS S PREPARED AND ON HISD SEAL SHALL NOT EBEHALF TO�7HE 777LE COMPANY,TO BE A VALID UE COPY GOVERNMENTAL AGENCY AND LENDING INS77EON 7UA SHALL b l III +- v� LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS717URON, GUARANTEES ARE NOT TRANSFERABLE. (/�/� A HALF BATH/GARAGE 7HE OFFSFM OR DIMENSIONS SHOW HEREONNOT IN7ENDED 70 MONUMENT 7HE PROPERTY LINES OR 70 GUIDE 7HE OM 7HE PROPERTY NEREES C7710N OF FENCES, ADD17IO AL SMUC7URES0 7HE S7RVC7URES ARE FOR A SPEC11F7C PORPAND OTHER IMPROVEMENTS.OSE AND USE 7HEREFORE �EASEMEWS EY ARE �- " ' '"1 01/02/2024 -23-1234 AND/OR SUBSURFACE S7RU07URS RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSYCALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY Date H.S.H3 Ref. Na. SURVEY OF: LOT 10 - BLOCK 1 OV NEw CERTIFIED TO: SLIGO CONSTRUCTION; ' /,�0 A Jr" The sewage disposal and water supply facilities at this location have been MAP OF. BEIXDON ESTATES y P \a M' kO�y0,p �r ( • �� IJ Q inspectedandlor certified by this Department or other agencies and found FILED: MAR. 16, 1945 No. 1472 Y oy /1 P J 0 �l a - � f� to be satisfactory FOR TOTAL MAXIMUM OF 4 BEDROOMS. SITUATED AT: SOUTHOLD r 0 FINAL 10-21-24 a" TOWN OF: SOUTHOLD 0 1 FND. LOC. 01-22-24 Jonathan Pai �`" KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �2s OS0882 Q- REVISED 12-06-23 .� Chief F J• Professional Lend Surveying and Design REVISED 10-19-23 N P.O. Box 153 Aquebogue, New York 11931 REVISED 09-20-23 OffIcewastewater Management FILE 223-90 SCALE 1"=20' DATE: JULY 15, 2023 N.Y..� LISC. N0. 050882 PHONE (881)298-1588 FAX(631) 298-1588 'Roca COMPLY WITH ALL CODESATE&TOWN CODES APPROVED AS NOTED NEW YORK A REQUIRED TAND CONDITIONS OF DATE a - B.P# ao 1 SW M01DTOWNZM FJ3L BY' --- -- - NNPLANNIIVGBQAAD NOTIFY BUILDING DEPARTMENT AT &YS.DEC 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS! Swm FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST DO NOT-PROCEED WITH BE COMPLETE FOR C.O. FRAMING UNTIL SURVEY ALL CONSTRUCTION SHALL MEET THE OFFF FOUNDATION ON LOCATION REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS All exterior pa o ELECTRICAL installed,replaced INSPECTION REQUIRED repaired shall conform to Chapter 172 of the Town Code PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. PLUMBING ALL.PLUMBING WASTE &-WATER LINES NEED TESTING BEFORE COVERING RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER236 OF THE TOWN CODE GENERAL NOTES "IN Im GENERAL: ■ 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING PKoPo E ,,D ,,... Ar'2mx:" A Or==& DEPARTMENT. ■ 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AS WELL AS ALL CURRENT NEW YORK STATE CODES 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITONS WHICH SHALL ARISE BUILDING CODE NOTE: DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY 2020 RESIDENTIAL CODE OF NEW YORK STATE ;`' THE ARCHITECT OR ENGINEER SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND '. CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. MECHANICAL CODE NOTE: 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE'LANS SHALL BE MADE UNLESS THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF aI u FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. NY,STATE,CHAPTERS 12 THROUGH 24. f 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT PLUMBING CODE NOTE: TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. ELECTRICAL CODE NOTE: 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 500 ARSHAMOMAQUE AVENUE FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT NFPA 70 NATIONAL ELECTRICAL CODE CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TERN DESIGN GROUP LLC. SOUTHOLD 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ENERGY CODE NOTE: N .Y. 11971 IS RESPONSIBLE FOR DESIGN INTENT ONLY. TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF COMPLIANCE WITH: ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS TO BE 12.IT IS THE INOTENTT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE 1 TITLE SHEET CONSTRUCTION, HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 1.ALL PLUMBING WORK DONE AS PER CODE. 2 FOUNDATION GARAGE PLAN ROOF PLAN 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. 2.FIXTURES TO HAVE INDIVIDUAL UAL SHUT OFF VALVE. 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION 3.FIXTURES TO BE PROPERLY VENTED. > SHALL BE IN ACCCORDANCE WITH SECTION R316. NOTE: 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND3 ELEVATIONS SECTION EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 RESIDENTIAL CODE 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL BE VARIFIED IN THE FIELD BY THE CONTRACTOR, MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, AND RECEIVED DISCREPANCIES SHAH.SE FRAMING DETAILS PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, IMMEDIATELY REPORTED TO THE ARCHITECT. 4 ELECTRICAL SYSTEM COMPLIES NFPA 70 NATIONAL E_ECTRICAL CODE CARPENTRY: 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY 5 ENERGY SEALING DETAILS FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTiERWISE NOTED (U.O.N.) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 2. ALL LUMIBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF 6 NOTES & DETAILS 2-2"x 6" U.O.N. BUILDINGS. 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. 7 NOTES & DETAILS 0 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) o 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) ui 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. Of 8. ALL WINDOWS TO BE IN CONFORMANCE WI ATTACHED ENERGY STATEMENT W/ 8 NOTES & DETAILS MODELS NUMBERS ON PLANS. SEAL _ 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY / D �\ ESCAPE. IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDING CODE ���E D SEC.R310 MIN OPENING OF 5.7 SO.FEET(5.0 SO.FEET @ GRADE LEVEL WHEN GRADE N K TF,y TO SILL IS LESS THAN 44"OR LI=SS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. tiA r 10. EXTERIOR WINDOWS ARE TO 13E DESIGNED IN ACCORDANCE WITH SECTION R609. ALL GLAZING SHALL COMPLY WITH SECTION R308. 11. STAIRVJI YS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 cp 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE F 0 F N t�� INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING -� ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 13, ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE GEOGRAPHIC TABLE DESIGN R E Q U I R M E N TS co - NFPA 70 NATIONAL ELECTRICAL CODE r- co M fl� 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION 2020 NYS UNIFORM CODE N 00 OF WORK. THE PROJECT IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY WI CHAPTERS 34-43 C° AND LOCAL BUILDING DEPARTMENT. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4. SMOKE DETECTIOIO AS PER N AS PER N.Y.S.CODE SECTION R314. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR MEAN 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF GROUND DESIGN FREEZING ANNUAL SNOW LOAD SPEED TOPOG SPECIAL BORNE -BORNE FROST LINE DESIGN UNDERLAYMENT HAZARD TEMP D PROPOSED ADDITION. IF NOT SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. RAPHIC WIND DEBRIS CATEGORY °WEATHERING° TERMITE TEMP REQUIRED INDEX z FOUNDATIONS, CONCRETE AND MASONAP,Y: MPH EFFECTS k REGION DEPTH 1 MILE 3 FEET W B 15° YES INSERT FLOOD 599 51° W 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. 20 PSF 130vu1t NO NO FROM THE COAST SEVERE HEAVY ? O BOF ZONE OR NIA � � } 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SO. FOOT. p 3. FOOTINGS TO REST A MIN 3-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO I O Z O z (1'RISE MAX) MANUAL J CRITERIA REQUIRED IN 'SUBMITTED CALCULATIONS _I W 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON = J PLANS. (U.O.N.) W O Q O ALTITUDE INDOOR DESIGN < _ D _ WINTER SUMMER HEATING TEMPERATURE Q � >_ 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ELEVATION LAT CORRECTION DESIGN TEMPERATURE FRAMING OR PROPER BRACING IS IN PLACE. cv Q HEATING COOLING DIFFERENCE o O � m FACTOR TEMP COOLING 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. 98 FT 400 N 15° F 85°F 1.00 68° F 75° F 53°F ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ SIDES AND ENDS. U.O.N. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SJMMER HUMIDITY 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF DIFFERENCE HEATING COOLING W 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 10°F 15 MPH 7.5 MPH 72° F MEDIUM (M) 45-55% 32 GR @ 50% RH < 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH Q U MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. 0 i J 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. 0 Z a- 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"Q.C.VERTICALLY AND IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA _ ° o 4 EVERY 18"O.C. HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE U U 0 W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. Q WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION GROUND WINTER ICE SHIELD FLOOD AIR MEAN ANNUAL LLI � � FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED a DESIGN DESIGN UNDERLAYMENT FREEZING �-- Z CODE LIMITS. SNOW LOAD SPEED RAP IC WIND IIN(DAL BORNE-BORNE CATEGORY 'WEATHERING,, FROST LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP Q z 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH EFFECTS k REGION DEPTH W U) 1 MILE B 3 FEET MODERATE SEE ° (n 0 W PLUMBING, MECHANICAL, FUEL GAS, A/C: 20 PSF 130vult NO NO FROM THE COAST SEVERE YES NO 599 51 U p & FIRE ISLAND BOF TO HEAVY BELOW 0 0 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 w 0- � Z AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. -' z = _ WINTER DESIGN TEMP: J J W 2. SITE SANITARY SYSTEMS ARE:TO COMPLY WITH S.C.D H.S.REQUIREMENTS. a n 0 Q 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68° F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),ME;HANICAL CODE(CHAPTER 12-23), -SYSTEM DESIGN SHALL BE BASED ON MAX 72° F HEATING, MINIMUM 75°F COOLING DWG N AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEWYORK STATE -DEGREE DAYS (NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F , DRY BULB 89° F,WET BULB 75° (2020 IPC APPENDIX D) 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS SV CAST IRON BELL(HUB)AND SPIGOT BELOW AND THROUGH CONCRETE. -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B r 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND PROPOSED ADDITION, IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. 8'-8" 7'-2" 8'-8" T-4" 6"x 6"POST ANCHORED ON 24"0 x 36"FTG.BELOW GRADE AND 4"-6"ABOVE GRADE F—— ——————————— ——————— ———— -- 00- - - -- — j w �� - - - I F— Z c -0" , I I I o n o I 1 �Z Of 0 '-0" ¢ I I oo C) m> w (D I 1, 2"x 10" ® 16" OC o cS ��„ m CEILING JOISTS Q I I � I I u-= o M v Ov w I 2"x 10" ® 16" OC 2% 10" ® 16" OC I I PAVER PATIO N Q i , ROOF RAFTERS ROOF RAFTERS I I o x _ COVERED PATIO < I °° ( ®1 10'-O"VAULTED CLG W i W I I I I T-0„ J I I I 7'-4" I I I I r I U I L— -- ----- 7 2068PD x I I SLAB ON GRADE M I N x I I I— — —— ——— LAV- I o N I N iv I I 0 8'-0" --- - - - - L - -------- i 8"CONC.FOUNDATION WA LL 154" I I W/8"x 16"CONC.FOOTINC. I I I I I I I I I I A 2"x 10" ® 16" OC 2% 10" ® 16" OC I 14-8 I o I ROOF RAFTERS ROOF RAFTERS I I I W z I I I I I 12% 10" ® 16" OCN Q I CEILING JOISTS = co o I I I I I I o o I I I I I � z I I J UN-EXCAVATED o GARAGE CD �" z cv O z N I I N 10'-0"VAULTED CLG N N I I I loo I I I I of I log I I o I I I I SEAL I o U I I A 2"x 10" ® 16" OCN w = I 2"x 10" ® 16" OC 2% 10" ® 16" OC c�`� CEILING JOISTS o I ROOF RAFTERS ROOF RAFTERS I ARE O ARC 10°° I I N co I I �SN.�. tFy1 co CN I I I I I I s o I I I I I I I L - -- - - - ---- - - ---- —J I 2-13/4"x 117/8"LVL HEADER D OPPED FOUNDAT)ON ARAGE DO R -AT I 12' 7G �BED0�2 I I —-------- ----- - ---- ----� I I � — -- - ------- ---- ---- -J V- co 00 co C? 11 4'-0" 8'-0" 4'-0" � 00 00 4'-0" 8'-0" 4'-0" c� o0 16-0" w z w Q Y w 0 PROPOSED FOUNDATION PLAN PROPOSED GARAGE PLAN PROPOSED ROOF PLAN 2E w 1/4"=1'-0" 1/4"=1'-0" 1/4"=1' 2 Z z Q p ui J rr- U) O < O cr 10" CONCRETE WALL 0 N m 1 1/2'A.B.@ 48"O.C.WITH ' 3"x 3"x 1 4"PLATE WASHER NOTES: W 2"x 6"SILL PLATE 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON o N COVCRETE WALL THE DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC. Q U SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. (D __J J o ' 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL 0 Z a cO (V I AT MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER LLJ 0 D - `' SQUARE FOOT WITH A MINIMUM OF 3'0"COVER. 0 U O 3. ALL CONCRETE SHALL BE 3,500 P.S.I. Q 1/2"A.B.@ 48"O.C.WITH ui I I — 3"x 3"x 1A"PLATE WASHER 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, W z v d THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH. Q (D 0 q CARE SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS. p z — BACKFILL TO BE FREE OF WOOD,TRASH,ETC. w C7 14 1.MIN.7"EMBEDMENT INTO CONCRETE 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS � o 0 RIM JOIST w/3"SQUARE WASHERS AND END NUT SETUP BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE 0 U z Cy) M 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF w 0 0 Z (1 OR REPLACED BY HOLD DOWNS FOR SHEARWALLS PRIMING BITUMINOUS PLASTIC CEMENT. 0 J J U LU CV 1'0" 6'-0"MAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. a (n Q F— o T012"MAX.FROM ENDS OR CORNERS 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR DWG NO ANCHOR BOLT SPECIFICATION MORE THAN 7 PERCENT. 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q. R403.1.6 FOUNDATION ANCHORAGE LUMBER. 1 i 12 12 AcOu LT 10� �10 VINYL SIDING ih T— LIF-7 N W 3 6 H 3. 6_ H VINYL SIDING VINYL SIDING a�� VINYL SIDING GRADE GRADE GRADE GRADE 8"CONC.FOUNDATION WALL I I 8"CONC.FOUNDATION WALL I I I I I I I I I I I I I W/8"x 16"CONIC.FOOTING I W/8"x 16"CONIC.FOOTING r 4"x 4"POST ANCHORED ON 14"01 x 36"FTG.BELOW GRADE PROPOSED FRONT ELEVATION PROPOSED RIGHT SIDE ELEVATION AND 4"-6"ABOVE GRADE 1/4"=11-0" 1/4"=11-0" 12 12 10� �10 INULES VINYL-SIDING z 0 w - VINYL SIDING VINYL SIDING SEAL INYLSIDING �,?\ED ARCS K. TF� ij GRADE GRADE GRADE GRADEcp - 18"CONC.FOUNDATION WALL I 8-,CONC.FOUNDATION WALL I 8"CONC.FOUNDATION WALL 8"CONC.FOUNDATION WALL I qlF y ` yQ) W/8"x 16"CONC.FOOTING I W/8"x 16"CONC.FOOTING I I W/8"x 16"CONC.FOOTING W/8"x 16"CONIC.FOOTING I 0 F N Ew 4"x 4"POST ANCHORED ON — ——————— L I- - — -- - -- -- -- -- — — — —— I — — ——— — —— ——————————— — ——— 14"0x36"FTG.BELOW GRADE I--J--- ------I ---- ----- --- ————— — — ——— — ——————————— ———— —— ———— —————————— — —— ——— ---- AND 4%6"ABOVE GRADE co co — PROPOSED REAR ELEVATION PROPOSED LEFT SIDE ELEVATION � "' N 00 It00 1/4"=11-0" 1/4"=11-0" `y 00 co c`') (D co w z w QV w I cl� ONT RIDGE VENT D 0) 0 NEW 2"X 12"RIDGE :E > O w 0 z � z 12 -J Lu NEW 2"x 10"RR 16"oc 10� 12 NEW 2"x 10"RR 16"oc O o O 1/2"PLYWOOD SHEATHING 10 1/2"PLYWOOD SHEATHING "SIMPSON"HDQ8 OR 2-16d COMMON � _ _ _ #15 FELT #15 FELT "SIMPSON"PHD6 NAILS @ 6"O.C. ~ Q Z) � ASPHALT SHINGLES ASPHALT SHINGLES FOR FULL LENGTH o O `n < o OF STUD Un U) m 0 NEW 2"X10"CEILING JOISTS @ 16"OC NEW 2"X10"CEILING JOISTS @ 16"OC ° 0 L � W II Q m CD o 0CV U 12"OVERHANG 12"OVERHANG —� 3"CONTINUOUS SOFFIT VENT 3'CONTINUOUS SOFFIT VENT Z CL o ° W 0 NEW 2"x 4"STUDS 16"oc GARAGE NEW 2"x 4"STUDS 16"oc ° _ _ 1/2"CDX PLYWOOD SHEATHING 10'0"VAULTED CLG 1/2"CDX PLYWOOD SHEATHING ° Q U � O VAPOR BARRIER VAPOR BARRIER R-3 RIGID INSULATION BOARD R-3 RIGID INSULATION BOARD NOTE: 7/8" OHREADED ROD EMBEDDED 12 1/2" j � O w d SIDING AS SELECTED BY OWNER SIDING AS SELECTED BY OWNER ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH p � U HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS _ TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH 0 z W O (n � GRADE GRADE MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) W 0 U F- 0 a- w Z waw CV NEW 8"CONC.FOUNDATION WALL NEW 8"CONC.FOUNDATION WALL 0 DETAIL o v I Lu Q N Q a) ti NEW 8"X 16"CONC.FOOTING NEW 8"X 16"CONC.FOOTING CORNER CONNECTION FLOOR TO FOUNDATION N.T.S. DWG NO NEW 4"CONC.SLAB 3 ICE SHIELD: ALCOA RIDGE VENT.INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET. ROOF SHINGLES I 1"AIR SPACE #15 FELT PAPER ROOF SHINGLE. 1 1/4"x 20 GAUGE GALV. V x 2"BLOCKING. " STRAP(TYP.)WITH(6)8tl 1/2 CDX PLYWOOD ''' COMMON NAILS IN EACH / PLYWOOD SHEATHING. END OF STRAP. #15 FELT PAPER I 1 1/4"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d COMMON NAILS IN EACH END OF STRAP. _L5 MIN ( SIMPSON 24"MIN. I \ �} H 2.5A CLIP ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE WI MANUFACTURER SPECIFICATIONS + � RIDGE BEAM. CATHEDRAL CLG. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STRICT NOTE:HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4"x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STRICT ADDED TO ROOF RAFTER WHEN STRAP(TYP.)WITH(4)8tl ACCORDANCE W/MANUFACTURER SPECIFICATIONS CATHEDRAL CEILINGS CONDITION VALLEY FLASHING COMMON NAILS IN EACH EXISTS ALL FASTENERS SHALL BE INSTALLED WITH STRICT END OF STRAP. ACCORDANCE W/MANUFACTURER SPECIFICATIONS LSSU "SKEWABLE"CONNECTOR BY SIMPSON OR APPROVED EQUAL. %,. DETAIL "A" 0 DETAIL "B" DETAIL "C" AL DETAIL "D" ICE SHIELD&UPLIFT CONNECTION N.T.S. VALLEY FLASHING N.T.S. RIDGE STRAP&VENT N.T.S. HURRICANE CLIP N.T.S. R.802.3 R.802.3.1 R.905.1.2 R.802.3.1 R.802.5.1(9) R.802.3.1 R.802.5.1(9) L 14 MAX. L 5/8"TYPE"X" GYPSUM BOARD 2'-0"MAX CAN'T 5/8"TYPE"X" GYPSUM BOARD V-4" 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"x 4" FRAMED WALL. (TYPICAL) \ STRAP DOWN WALL STUD WRAPPED r, TO UNDERSIDE OF FLOOR JOISTS& INSULATION SHALL FILL FLOOR CAVITY BACK DOWN WALL STUD SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. R-15 MINERAL FIBER INSULATION PARTITION. BETWEEN HEATED & NON-HEATED THOUGH BOLTS 1'4" SPACES. HEADER 11 1/2"INSULATION STEEL PLATE FIBER STRONG RIM BOARD BY -- - — �--- MANUFACTURER @END OF JOISTS.11/4 x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT '1 114"x 20 GAUGE GALV. STRAP(TYP.)WITH(6)8d VINYL SOFFIT ACCORDANCE W/MANUFACTURER SPECIFICATIONS STRAP(TYP.)WITH(8)8d COMMON NAILS IN EACH COMMON NAILS IN EACH END OF STRAP.UP AND END OF STRAP. I OVER FL JOISTS&DOWN WALL STUD DETAIL "Ell DETAIL 711 0 DETAIL "G" D!_TAIL "H" ° CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2"=V-0" FIRE SEPARATION @ GARAGE WALL N.T.S. HEADER W/STEEL PLATE DETAIL 1/2"=1'-0" w SEE TJI DETAILS ON SHEET#17 SEE TJI DETAILS ON SHEET#17 1 HOUR RATED cr� UL Design No.U333 SEAL SHEATHING NOTE ���ED A SIDING ALL STAIRS, HANDRAILS& �G' K. RAILINGS SHALL COMPLY FLASHING CONTINUOS VENT w W/RCNYS SEC. R-311 &R-312 n, Q ,• z / M v2 1 1/4"AIRSPACE _z HARDWOOD OR STEEL HANDRAIL cp BACK-FLASHING 2E U W/1 1/2"MIN. FINGER CLR.AND NOT 1/2"MIN. BLANKET INSULATION oo p TO PROJECT MORE THAN 4.5" lF 0 F 3/4"AIR SPACE cm 0 FROM THE WALL. 0 ROOF RAFTER w =1-4- w = cn 3/4"0 LAG BOLTS TOP BOTTOM @ 24"O.C.MAINTAIN 2"EDGE @ END DISTANCES. It 00 9 WOOD STRINGER, — M M TREADS,&RISERS N 00 T CC) N C? PRE-MOLDED m EXPANSION JOINT. 1 1/4"NOSING DETAIL III " MINIMUM WIDTH OF STAIRS TO BE T-O" ROOF VENTILATION N.T.S. W z� DETAIL "K" Z STAIR AND RAILING DETAIL N.T.S. Q Y W I a, O r- ¢ Lu 12 PORCH COL. TO HDR. PORCH/RAFTER/GIRDER o z ° z Q 5 R.R./C.J. TO DWELLING ROOF CONNECTION CONNECTION DETAIL ¢ o � W 2"x 10"FLOOR JOISTS U) p Q O cr TECO'S [)� _ � = 2"4"R.R.@ 16"O.C. ¢ 07 2"x6"R.R.@ 16"O.C. HEADER AS PER o 0 L 3-10d COMMON PLAN 0 (� � CO 1/2°LAG.BOLT SI SON @ 24"O.C. S1 PPING @ 16" 2"x6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMION SIMPSON� I2T 2 2"x10"HEADER DE 6"x 6"P.T.SOLID WOOD POST LLl p 0 1/2'LAG.BOLT DECORATIVE MOLDING PC64 POST CAP BY (D Z O COV. @ 24"O.C. SIMPSON STRONG TIE < o CO PORCH TECO'S Q N CD J ABU46 POST BASE 5/8" 0 Z ANCHOR BOLT = O _ 2"x6"DECKING DECORATIVE MOLDING PSON U ~ O' SEE DECK LATERAL ATTACHMENT 2"x6"DECKING 4"x 4' POSTANCHORED IN STRAPPING ® 16" < U L DETAIL ON SHEET#12 2"x 6"FLOOR JTS @ 16"O.C. 8"x 36"FTG.BELOW GRADE () w 11AND C-6"ABOVE GRADE '/z"0 LAG 6 8tl COMMION BOLTS @ 16" W Z Q 0 a � U 6-8d COMMION HGR. ® 16" 0 Z co 0 U 1/2'LAG.BOLT 3-10d COMMON all AB POST BASE BY SIMPSON LL1 O U) FILLER STRIP W @ 24"O.C. d U ' TECO'S 0 Q U U a 1 Z CV GRADE 5/8"ANCHOR BOLT 0 DETAIL "N" %'' DETAIL �'�'� 0 w J U W N @ 4'O.C.(TWO STORY HOUSE) PORCH COLS TO HDR. PORCH DETAIL POST CONNECTION DETAIL NTS U ¢ ~ I` FLJ TO DWELLING CONNECTOR POST W/CONC. CONNECTION PORCH/RAFTER/GIRDERCONNECTION DETAIL N.T.S. � DWG NO DETAIL "M" �t 1 PORCH CONNECTION DETAILS N.T.S. V THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION / CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG / CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. OF SEALANT MAINTAIN EQUAL VENT SPACE VENTED AIRSPACE _ FOR LENGTH OF RIGID INSULATION - __ CONTINUOUS BEAD CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. / ATTIC INSULATION - - _ OF SEALANT SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OF SECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS _ C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 90% OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.48 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSULATION VERTICALLY TO / - - -- CONTINUOUS BEAD CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.75 SKYLIGHTS) BURNING PILOT LIGHTS - CONNECT INSULATING SHEATING / OF SEALANTTO BE USED. SGHC U-FACTOR 0.50 NO FUEL GAS LIGHTING EQUIPMENT. / CONTINUOUS BEAD SEC. R403.1: HVAC CONTROLS COIv�PLIES TO RIGID INSULATION BAFFLE OF SEALANTSEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS / SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A / CONTINUOUS MINIMAL SEC C502.2.1: VERTICAL_ FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FORMAT WINDOW UNIT AS SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. CONTINUOUS MINIMAL C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM EXPANDING FOAM AT SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. 1 112"RIGID INSULATION WINDOW PERIMETER SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.3.2. SEC. R403.5.1: HEATED WATER CIRCULATION Ft TEMPERATURE CONTINUOUS BEAD SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. MAINTENANCE SYSTEMS WINDOW UNITAS OF SEALANT AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS EXTERIOR INSULATED WALL CONTINUOUS BEAD SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. AIR BARRIER SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. CONTINUOUS MINIMAL OF ADHESIVE EXPANDING FOAM AT CONTINUOUS BEAD SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER OF SEALANT SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY DETAIL " A" OF SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. COF ONTINUOUS BEAD SEC.C503.3.3: SKY LIGHT AREA - NOT APP_ICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. CONTINUOUS SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT OFF SEALANT OS BEAD SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS & INGROUND PERMANENT SPA ENERGY SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. CONTINUOUS SILL SEALER /�///� � -FULL WIDTH OF MUDSILL TABLE R402.4, 1 .1 AIR BARRIER AND INSULATION INSTALLATION / /%//\\ CONCRETE AIROWALL AS NCR TESLABAS CONTINUOUS BEAD /%\�/%\� a AIRBARRIER LABAS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA /// VENTED AIRSPACE OF SEALANT ATTIC INSULATION A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or the building envelope. a sealing material. narrow cavities shall be filled by insulation Narrow cavities INSTALL 1"RIGID ROUGH CUT General requirements The exterior thermal envelope contains a that on installation readily conforms to the AROUND VENTILATION CHUTE / r q continuous air barrier. available cavity space. -AIR SEAL PERIMETER WITH / Breaks or joints in the air barrier shall be EXPANDING FOAM SEALANT sealed. Air sealing shall be provided between the / Garage separation and conditioned spaces. / The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffit garage p / AIR SEALING DETAIL "B t!tI shall be aligned with the insulation and any shall be aligned with the air barrier. in the air barrier shall be sealed. ;! CONTINUOUS BEAD OF SEALANT gaps Recessed light fixtures installed in the building Recessed light fixtures installed in the building Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC ! N.T.S. Access openings,drop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to unconditioned attic spaces it shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of the foundation and sill plate Cavities within corners and headers of frame around wiring and plumbing in exterior walls, Plumbing and wiring or insulation that on installation readily shall be sealed. walls shall be insulated by completely filling EXTERIOR INSULATED WALL The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. Walls Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs » » RIGID INSULATION SHEATHING walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. DETAIL C "R-VALUEITHICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space between window/doorjambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER Windows.skylights and doors framhg,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or ZO sealed. air-sealed boxes shall be installed. 0 HVAC register boots that penetrate building ruu Rim joists shall include the air barrier. Rim joists shall be insulated. thermal envelope shall be sealed to the rY 2X LEDGER ON TOP OF Rim joists HVAC register boots subfloor or drywall. RIGID INSULATION ` The air barrier shall be installed at any Floor framing cavity insulation shall be t SEAL exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner ��E D A P Y ATTIC INSULATION . y framing cavity insulation shall be permitted that is recommended b the manufacturer. `� N'K T Floors(including above garage and Y � ��- Fy to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not 1' cantilevered floors) 9 cz C sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler � ­r the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING from the bottom to the top of all perimeter floor framing members. SHEATH INTERIOR OF �..` .., ATTIC ACCESS TO J, c ,� •� . ••. /� +1"OF INSULATION LEVEL Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION Crawl space walls p P 9 with)verlapping joints taped. the crawlspace walls. space shall be sealed. F Pl E ACCESS PANEL TABLE R402.1.2 WITH PERIMETERSCREWSW ACCESS PANEL G } INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa ,•, .,... TRIM ASREQUIRDED FINISHED CEILING v `� k oo GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc """ _ "` .� `�•¢ '� -, �,, r� " M ~ r CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL , -_•_. ° -, » )f �f )f N 00 ZONE U FACTOR b co U-FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUES '`�"; j " ' .,r ,�1 ,�.. �, DETAIL D DETAIL E N n ` "�= y "� - j' ` AIR SEALING AT ATTIC HATCH // FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S C° r° 4 0.32 0.55 0.40 49 20 OR 13+5 8/13 19 10/13 10.2 FT 10113 TM� y;. -' "' �, RIGID INSULATION SHEATING h g . ' + { 5 0.30 0.55 NR 49 20 OR 13+5 13/17 30 15/19 10.2 FT 15/19 20+5n 6 OPTION 1 r! c 0.30 0.55 NR 49 OR h 15/20 30 15/19 10.4 FT 15/19 g 13+10 *w"..a t W �*p �' g 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30 15119 10.4 FT 15/19 * ' $* LU Z 5s Y NR=Not Required. W + _ > p " ' 0 For SI:1foot=304.8 mm. j r . „ r ;� � ",k*r � PREFAB -►- ATTIC INSULATION FIREPLACE UNIT Q SITE BUILTATTIC ENCLOSURE-MECHANICALLY SECURED } O w A. R-VALUES ARE MINIMUMS.U-FACTORS AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN Z Z THICKNESS OF THE INSULATION,THE INSTALLED R-VA'_UE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. ��-tea d ,;:.��,.,, q ; RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" t] B THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. i L ' �' "� � s«t.e f Q W _ _J J C. "10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT ► 3 $ ', r, "t «, INSULATED EXTERIOR _ _ WALL."15/19"MEANS R-15 CONTINUOUS INSULATION CN THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE `, x ''` p.'l )'=. a'�.' x i ', ' � {+ .. STUD WALL Q � c� BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15/19"SHALL BE R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 {' A I e '� r, j p > Ei tLI)CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. ' � 0 N Q ., t c INSTALL INTERIOR LO US m D. R-5 INSULATION SHALL BE:PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION R-VALUE FOR SLABS. s .r C v; t SHEATING PRIOR TO AS INDICATED IN THE TABLE.THE SLAB EDGE INSULATON FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND BELOW THE SLAB. INTALLATION OF PREFAB MECHANICAL LATCH TO E. RESERVED. � , "P4»r" r;ra :' t FIREPLACE UNIT F. RESERVED. " ATTIC FLOOR FRAMING PRESSURE SEAL AT G. ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R 19. "` WEATHERSTRIPPING H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE IS CONTINUOUS INSULATION.THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. AIR SEALED WALL Ll l I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE 0 Q OZ CD INTERIOR OF THE MASS WALL. co cr) N.T.S. COMPRESSIBLE WEATHERSTRIPPING O N O AT PERIMETER OF ENCLOSURE Q MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT J J TABLE R402.1.4 a ATTIC INSULATION 0 o MANUFACTURED PULL Q a- EQUIVALENT U-FACTORS ATTIC TRUSS DOWN STAIR = 0 o `"-WOOD FRAME FLOOR ASSEMBLY O C) U _' CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE ZONE U-FACTOR U FACTOR U-FACTOR U FACTOR U FACTOR U-FACTOR WALL WALL � (� W I I b U-FACTOR U-FACTOR w I-, z Q = U � 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 = - n d �� Q z 0 DETAIL H L„ o 0 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 = = W 6 0.30 0.55 0,026 0.045 0.060 0.033 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 0O U y EXPNADING SEALANT AT PEIMETER U w Z N A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION OR AN APPROVED SOURCE. a DRYWALL CEILING ~ - ~ B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5.WHERE MORE THAN HALF THE INSULATION IS ON THE � Z = = w 0 INTERIOR,THE MASS WALL.U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT MARINE,0.065 IN CLIMATE RECESSED LIGHTING FIXTURE 0 J J U W < N � Q r ZONE 5 AND MARINE 4,AND 0.057 IN CLIMATE ZONE 6. a U � Q ~ I` C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 AND TABLE R301.1,THE BASEMENT WALL U-FACTOR SHALL CONTINUOUS BEAD OF SEALANT NOT EXCEED 0.360. r7= � N DETAIL " F" zi. DETAIL "G" �T .� 5► AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 8 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.10.3(1) NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND BRACING REQUIREMENTS BASED ON WIND SPEED ITEM DESCRIPTION)OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION EXPOSURE CATEGORY B MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS FLOOR 30- FOOT MEAN ROOF HIEGHT ROOF 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 4-8d box(2 1/2"x 0.113); or 2 BRACED WALL LINES 4-8d box(2 1/2"x 0.113")or 3-8d common(2 1/2"x 0.131") ;or 1 Blockingbetween ceiling joists or rafters to to Toe nail 21 Joist to sill,top plate or girder Toe nail 91 P 3-8d common(2112'x 0.131"):or 3-10d box(3"x 0.128");or METHODS ULTIMATE DESIGN BRACED WALL LINE METHODS plate 3-10d box(3"x 0.128"):or 3 3"x 0.131"nails WIND SPEED STORY LOCAl10N SPACING b DWB, WSP ,SFB, 3-3"x 0.131"nails (MPH) (FEET) METHOD LIB METHOD GB PBS, PCP, HPS, CS-WSP,CS-G, BV-WSP, ABW, PFH, CS-PF 4-8d box(2 1/2"x 0.113")or . . 8tl box(2 1/2"x 0.113") 4"o.c.toe nail c 2 Ceiling joists to top plate 3-8d common(2 1/2"x 0.131"):or Per joist,Toe nail PFG,CS-SFB 3-10d box(3"x 0.128"):or 22 Rim joist,band joist or blocking to sill or 8d common(2 112"x 0.131");or 10 4.0 4.0 2.5 2.0 3-1 O box( nails top plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 20 7.0 7.0 2.5 3.5 3"x 0.131"nails 3 Ceiling joist not attached to parallel rafter,laps 4-10tl box(3"x 0.128");or Face nail 3-8d box (2 1/2"x 0.113");or 30 10.5 10.5 6.0 5.0 over partitions see Sections R802.3.1,R802.3.2 p [ 3-16d common(3 112"x 0.162"0;or 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0.131");or face nail 40 13.5 13.5 8.0 6.5 and Table R802.5.1(9;] 4-3"x 0.131"nails 3-10d box(3"x 0.128");or 50 16.5 16.5 9.5 8.0 Ceiling joist not attached to parallel rafter 2 staples,1"crown,16 ga.,13/4"long 60 19.5 19.5 11.5 9.5 4 (heel joint)[see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail and Table R802.5.1(9)] 24 2"subfloor to joist or girder 3-16d box(31/2"x 0.135");or Blind and face nail <120 10 7.5 7.5 4.5 3.5 2-16d common(3 1/2"x 0.162") 20 14.0 14.0 8.0 7.0 4-10d box(3"x 0,128");or 30 20.0 20.0 11.5 9.5 Collar tie to rafter,face nail or 1 1l4' x 20 ga. Face nail each rafter °"' 5 G:-.: ride strap to rafter 3-10tl common(3"x 0.148");or 40 25.5 25.5 15.0 12.5 g p 4-3"x 0.131"nails 25 2"planks(plank&beam-floor&roof) 3-16d box(3112"x 0.135");or At each bearing,face nail -� 2-16d common(3 1/2"x 0.162") 50 31.5 31.5 18.0 15.5 3-16d box nails (3112"x 0.1135");or 60 37.5 37.5 21.5 18.5 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148");or 2 toe nails on one side and 1 toe nail 3-16d common (3 1l2"x 0.162") 10 NP 11.0 6.5 5.5 4-10d box(3"x 0.128"); or on opposite side of each rafter or 26 Band or rim joist to joist 4-10d box(3"x 0.128");or End nail 4-3"x 0.131"nails truss 41'x 0,131"nails;or 20 NP 20.5 11.5 10.0 4-16d (3 1/2"x 0.135");or Toe nail 4-3"x 14 ga.staples,7/16"crown 30 NP 29.0 17.0 14.5 3-10d common(3 1/2"x 0.1148"); or Nail each layer as follows:32"o.c. 40 NP 38.0 22.0 18.5 4-10d box(3"x 0.128"); or 20d common(4"x 0.192");or at top and bottom and staggered. 50 NP 47.0 27.0 23.0 7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 60 NP 55.5 32.0 27.0 roof rafter to minimum 2"ridge beam 3-16d box(3 1/2"x 0.135") ;or End nail 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 2-16d common(3 1/2"x 0.162");or layers And: 10 4.5 4.5 2.5 2.5 3-10d box(3"x 0.128"); or 2-20d common(4"x 0.192");or Face nail at ends and at each 20 8.5 8.5 5.0 4.0 3-3"x 0.131"nails 3-10d box(3"x 0.128");or splice WALL 3-3"x 0.131"nails 30 12.0 12.0 7.0 6.0 4-16d box (3 1/2"x 0.135");or 40 15.5 15.5 9.0 7.5 8 Stud to stud(not at braced wall panels) 16d common (3 1/2"x 0.162") 24"o.c.face nail 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or At each joist or rafter,face nail 50 19.5 19.5 11.0 9.5 2N D FL 1 Od box 3' x 0. 28");or 4-10d box(3"x 0.128");or 60 23.0 23.0 13.0 11.0 3"x 0.131"nails 16"o.c.face nail 44'x 0.131"nails 16d box(3 1/2"x 0.135");or 12"o.c.face nail 10 8.5 8.5 5.0 4.5 3"x 0.131"nails 9 Stud to stud and abutting stud at intersecting 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail wall corners(at braced wall panels) 16"o.c.face nail <130 0 16.0 16.0 9.5 8.0 16d common(3 1/2"x 0.162") NUMBER AND TYPE 30 23.0 23.0 13.5 11.5 16d common(3 1/2"x 0.162") 16"o.c.each edge face nail ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING OF FASTENERS 40 30.0 30.0 17.5 15.0 10 Built-up header(2"to 2"header with 112"spacer) 3112"x 0.135" 12"o.c. Intermediate e 50 37.0 37.0 21.5 18.0 1ST FL 16tl box ( ) each edge face nail Edges su ports 60 44.0 44.0 25.0 21.5 5-8d box(2 1/2"x 0.113");or toe nail (inches) nches) 11 Continuous header to stud 4-8d common(2 1/2"x 0.131"); or 10 NP 13.0 7.5 6.5 4-10d box(3"x 0.128") Wood structural panels,subfloor,roof,and interior wall sheathing to framing and particleboard wall sheathing to framing 20 NP 24.0 13.5 11.5 [see Table R62.3(3)for wood structural panel exterior wall sheathing to wall framing] 30 NP 34.5 19.5 17.0 12 Top plate to top plate 16d common(3 1/2"x 0.162") 16"o.c.face nail 40 NP 44.5 25.5 22.0 10d box(3"x 0.128");or 12"o.c.face nail 50 NP 55.0 31.5 26.5 3"x 0.131"nails 6d common(2"X 0.113")nail(subfloor,wall) 8-16d common 31/2"x 0.162" ;or f 60 NP 65.0 37.5 31.5 Double top plate splice for SDCs A-D2 with ( ) 30 8tl common(21/2"X 0.131")nail(roof); 6 12 seismic braced wall line 9 g"x 0.113")nail(roof)s acin <25' 12-16d box(3 1/2"x 0.135");or face nail on each side of end joint 9 j p or RSRS-01;(2 12-10d box(3"x 0.128");or (minimum 24"lap splice length each 10 5.5 5.5 3.0 2.5 13 12-3"x 0.131"nails side of end joint) rn 8d common nail(2 1/2"X 0.113"); 20 10.0 10.0 5.5 5.0 Z Double top plate splice SDCs D0,D1,or D2; , O 12-16d(3/12 x 0135") 31 �'-1" or RSRS-01;(2 g'x 0.113")nail(roof)I f 30 14.0 14.0 8.0 7.0 U) and braced wall line spacing>25' 6 12 LU 14 Blocking between ceiling joists or rafters 16d common (3 1/2"x 0.162") 16"o.c.face nail 40 18.0 22.0 1 1 0 50 22.5 .5 133..00 11.0 Ir to top plate 60 26.5 26.5 15.0 13.0 16d box(3 1/2"x 0.135');or 12"o.c.face nod � �' 10d common(3"X 0.148")nail 3"x 0.131"nails 32 1 IT -1 a 15 Bottom plate to joist,rim joist,band joist or 3-16d box(3 1/2"x 0.135") ;or 3 each 16"o.c.face nail or 8d(2 T' 6 12 SEAL x 0.131")deformed nail 10 10.0 10.0 6.0 5.0 BRED ARC blocking at brace wall panel) 2-16d common(3 1/2"x 0.162");or 2 each 16"o.c.face nail < 140 20 18.5 18.5 11.0 9.0 5� N.K. r 4-3"x 0.131"nails 4 each 16"o.c.face nail 30 27.0 27.0 15.5 13.0 4-8d box(21/2"x 0.113");or Other wall sheathing Ck Q g 40 35.0 35.0 20.0 17.0 1", P Eo 43.0 24.5 21.0 3-16d box(31/2"x 0.135");or 4-8d common(21/2"x 0.131");or Toe nail 60 513.0 51.0 29.0 25.0 4-10d box(3"x 0.128");or 33 structural cellulosic 11"galvanized roofing nail, fiberboard sheathing 16 Top or bottom plate to scud 4-3"x 0.131"nails 9 3 6 10 N P 15.0 8.5 7.5 / 3 16tl box(3 1/2"x 0.135);or Ts head diameter,or 1 a'long 16ga.staple 2-16d common(31/2"x 0.162");or End nail 20 N P 39.5 16.0 19.5 9 0 c N with 'or 1"crown 3-10d box(3"x 0.128");or 34 �2'structural cellulosic a.. 30 N P 39.5 23.0 19.5 \ F / 3-3"x box( nails s 1 a galvanized roofing nail, 40 N P 51.5 29.5 25.0 fiberboard sheathing 3 6 °0 NP 63.5 36.5 31.0 3-10d box(3"x 0.128");or 1 head diameter,or 1 I'long 16ga.staple 17 Top plates,laps at corner s and 2-116d common(3 1/2"x 0.162");or Face nail with 16'or 1"crown 60 NP 75.5 43.0 36.5 intersections 3-3"x 0.131"nails 35 7'gypsum sheathing d 1 Z'galvanized roofing nail;staple galvanized, 'I 00 3-8d box(2 1/2"x 0.113");or Face nail 1 Ion 1 screws,T TABLE R602.10.3 2 CO M 18 1"brace to each stud and plate 2-8d common(21/2"x 0.131"); or �' g, a' Type W or S 7 7 ( ) 2-1od box(3"x 0.128");or WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1 .00 N 00 2 staples 1 3/4" lq' 00 5„ d 14"galvanized roofing nail;staple galvanized, N 0e 36 e gypsum sheathing a'b 19 1"x 6"sheathing to each bearing 3-8d box(2 1/2"x 0.113");or a ADJUSTMENT FACTOK g g 2-8d common(2 1/2"x 0.131 ); or Face nail 1 "long,1 e'screws,Type W or S 7 7 ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS 2-10d box(3"x 0.128");or TABLE R602.10.3(1)BY THIS FACTOR] 2 staples,1"crown,16 ga.,1 3/4"long Wood structural panels,combination subfloor underlayment to framing 3-8tl box(2 1/2"x 0.113");or B 1.00 3-8tl common(2 1/2"x 0.131"); or ONE-STORY C 1.20 3-10d box(3"x 0.128");or 6d deformed(2"X 0.120")nail; STRUCTURE 20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,1 3/4"long Face nail 37 �q"and less D 1.50 or 8d common(2 17'x 0.131")nail 6 12LLI Wider than 1"x 8" TWO-STORY B 1.00 Z 4-8d box(2 1/2"x 0.113); or 1 EXPOSURE CATEGORY C 1.30 LLJ z 8d common(2 i'x 0.131")nail STRUCTURE > 3 8d common(2112"x 0.131") ;or 38 s 1" D 1.60 Q Y 3-10d box(3"x 0.128");or or 8d common(2 J"x 0.120")nail r- � 4 staples,1"crown,16 ga.,1 3/4"long 6 12 THREE-STORY B 1.00 O C 1.40 CD 39 18„_14„ 10d common(2�'X 0.148")nail; STRUCTURE D 1.70 O w or 8d deforomed(2 'x 0.120")nail 6 12 :55 FEET 070 � z z ROOF ONLY 10 FEET 1.00 Q o � � 15 FEET 1.30 O Q o O 20 FEET 1.60 QQ = <-5 FEET ALL METHODS C) � r- } 0.85 C) O N Q 2 ROOF EAVE-TO-RIDGE ROOF+ 1 FLOOR 10 FEET 1.00 U-) U) - m HEIGHT 15 FEET 1.15 2020 RESIDENTIAL CODE OF NEW YORK STATE 20 FEET 1.30 2020 RESIDENTIAL CODE OF NEW YORK STATE 55 FEET 0.90 TABLE R602.10.4 10 FEET 1.00 TABLE R602.3(3) ROOF+2 FLOORS W BRACING METHODS 15 FEET 1.10 o rn 20 FEET NOT PERMITTED REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c Continuous Sheathing Method Q o CO MINIMUM ULTIMATE DESIGN 8 FEET 0.90 CONNECTION CRITERIA 9 FEET 0.95 Q J MINIMUM NAIL MINIMUM WOOD NOMINAL PANEL NAIL SPACING WIND SPEED V ult 3 WALL HEIGHT ANY STORY 10 FEET 1.00 0 -J STRUCTURAL PANEL MAXIMUM WALL (mph) METHOD, MATERIAL MINIMUM THICKNESS FIGURE ADJUSTMENT PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure category Fasteners Spacing 11 FEET 1.05 0 Z n RATING (INCHES) 12 FEET 1.10 = O O SIZE EDGES FIELDLIJ(INCHES) (INCHES) (INCHES O.C.) (INCHES O.C.) g C D 6d COMMON Exterior sheathing per 6"edges 12"field 2 1.00 U U iz - ( .0"x 0.113") 1•' 24/0 1/2" 16 6 12 140 115 110 2 CS-WSP TableR602.3(3) NUMBER OF BRACED Q � r- 4 WALL LINES(PER PLAN ANY STORY 3 1.30 16 6 12 170 140 135 Continuously sheathed 1�2 DIRECTIONF 4 1.45 LLJ Q r�. Z 8d COMMON .: Interior sheathing per Varies by fastener ?5 1.60 0 U) Ur (2.5"x 0.131") 1.75 24/16 7/16" wood structural panel = '" Table R602.3(1)or R602.3(2) FASTENED TO THE END 0 Z - 24 6 12 140 115 110 * - - STUDS OF EACH BRACED DWB,WSP,SFB W O LU 5 ADDITIONAL 800-POUND TOP STORY ONLY W WALL PANEL AND TO THE 0.80 PBS,PCP, HPS � U FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. HOLD-DOWN DEVICE FOUNDATION OR FRAMING BELOW v 0 w Z N A Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with ~ r= ' panel strength axis perpendicular to supports. w O Z = = w `\1 B.Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in 6 INTERIOR GYPSUM BOAR ANY STORY OMITTED FROM INSIDE FACE DWB,WSP,SFB a- � J _1 c� W N FINISH OR EQUIVALENT) OF BRACED WALL PANELS 1.40 PBS,PCP, HPS,CS- (n Q F-- of accordance with Section R602.10. ( U ) WSP,CS G,CS SFB C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 span rating.Plywood siding rated 16 o.c. DWG NO 4 INCHES O.C.AT PANEL EDGES or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not , � more than 16 inches on center. INCLUDING TOP AND BOTTOM � 7 GYPSUM BOARD ANY STORY 0.70 GB ( ! FASTENING PLATES,AND ALL HORIZONTAL 6 JOINTS BLOCKED 8 8d T 6"oc toed in L a Ong braced wall I IRoof Sheathing Attachment Requirements for Wind Loads RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B - Exposure B Dead Load Assumptions: Roof Assembly DL= 10 psf Th TOP PLATE 6" Seed pree Second Gust Wind 90 100 110 120 130 THREE SE CND GUST) WIND 90 100 110 S 90 100 110 S STRUCTURAL SHEATHING 8d COMMON NAILS ROOF SPAN Number of 8d Common Nails or 10d Box Nails @ 6"O.C. ON EDGES II II I II E F E F E F E F E F ROOF PITCH 00 in each end of 1-Y" x 20 gage strap 1,2,3,4,5,6. Required Capacity of Ridge Connection (plf) 1,2,3,4 ONLY Sheathing Location: Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 12 1 2 2 3 94 133 176 224 1/2" MIN. STRUCTURAL TOP PLATE I (inches, o.c. or 10d Box Nails °(inches, o.c.) 16 2 2 2 4 126 178 235 298 WOOD PAVEL = 8d COMMON NAILS "' @ 12"O.C.ON `- 12 s 12 s 12 s 12 s 12 s 12 20 2 2 3 4 157 222 294 373 3:12 24 2 3 3 5 189 267 353 447 6 22 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE FIELD ONLY S)CONNECTION O Interior Zone 16 6 12 6 12 6 12 6 12 6 12 28 2 3 4 6 222 311 4 5 32 3 3 4 7 252 356 471 71 59797 SOLID BLOCKING BETWEEN 19•2 s 12 s 12 6 12 s 6 6 12 36 3 4 5 7 283 400 529 671 FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 12 1 1 2 2 79 ill 145 183 FOR CLOF EA.PLATE TO PLATFORM B=LOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 1 2 2 3 106 147 193 244 24 6 12 6 12 6 6 6 6 6 12 16 d COMMON NAILS @ 16"O.C. 5 PLATES 8d COMMON @ 6"OC ALONG 20 2 2 2 4 132 184 242 305 W/ /8 "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL 4:12 24 2 2 3 4 158 221 290 366 ROD)ANCHOR,EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP J 12 6 12 6 12 s 12' s 12' s 12' 28 2 3 3 5 185 258 338 427 ABOLTS . OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG 32 2 3 4 5 211 295 387 488 SILL PLATE LENGHT OF BRACED WALL PANEL Perimeter Edge 6 12 6 12' 6 12' 6 s s6 36 2 3 4 6 238 332 435 549 � MIN.. USE SIMPSON SET EPDXY-TIEANCHOR q $ HIGH STRENGTH EPDXY ADHESIVE Zone 12 1 1 1 62 87 114 a 19.2 6 12' 6 12' 6 6 6 6 6' s' 16 1 2 2 2 183 03 115 152' TO SECURE ANCHOR, DRILL 3/4" 3-.16d@16"oc DIAM. HOLE FOR EPDXY. FOLLOW 24 6 12' 6 6 6' 6' 6' 6' 6' 6' 28 2 2 3 4 124 173 228 287 512 24 2 2 2 3 124 173 228 287 alongbraced wall BRACED WALL PANEL CONNECTION335 MANUFACTURER'S INSTRUCTIONS. 3 3 3 3 3 3 Gable Endwall Rake or Rake Truss w/ Lookout Block 6 g 6 6 6 6 4 4 4 4 32 2 2 3 4 165 231 303 383 36 2 3 3 5 186 260 341 431 TO PERPENDICULAR RAFTER• able Endwall Rake or Rake Truss w/o Rake Overhang 6 6 6 6 6 6 6 6 6' 6' 12 2 57 79 103 130 16 1 1 2 2 76 106 138 173 BOARD SHEATHING 20 1 2 2 3 95 132 172 216 ENDSHEARWALL SLAB ON GRADE Rafter/Truss Spacing Minimum Number of 8d Common Nails 6:12 24 1 2 2 3 115 158 207 260 Sheathing Size (inches, o.c.) or 10d Box Nails per Support 28 2 2 2 4 134 185 241 303 32 2 2 3 4 153 211 276 346 lx6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 36 2 2 3 4 172 237 310 389 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 12 1 1 1 2 57 75 97 122 L L 16 1 1 2 2 75 100 130 162 20 1 2 2 3 94 125 162 203 7:12-12:12 24 1 2 2 3 113 150 194 243 28 2 2 2 3 132 175 227 284 E-NAIL SPACING AT PANEL EDGES(in.) 32 2 2 3 4 151 200 259 324 F-NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED(in.) 36 2 2 3 4 170 225 292 365 8d @ 6"oc toed in along braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not GABLE END ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT located within 8 feet of building corners. REQUIREMENTS SHALL BE USED. 2. Tabulated ridge connection loads assume a buiding located in Exposure B. CLG JTS 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead AT STUD TO FLOOR ASSEMBLY TO cTUD CONNECTION @ 16"O.C. load (0.6x10psf). 8d @ 6"oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): FRAMING MEMBERS WITH G >0.49.FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL TOP PLATE along braced wall SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. 4. Tabulated connection requirements are based on a 12 " ridge strap spacing, for different ridge 6 CLG JTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 3. TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERITRUSS strap spacings, multiply the tabulated values by the appropriate multiplier below. 1/2"MIN.STRUCTURAL ) FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL Ridge Connection Spacing(in.) 12 16 19.2 24 48 WOOD PANEL 8d COMMON NAILS TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. Multiplier 1.00 1.33 1.60 2.00 4.00 @ 6"O.C.ON EDGES 6„ 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing FRAMING MEMBERS WITH G >0.49 FOR FRAMING MEMBERS WITH 0.42 <G<0.49 THE NAIL is attached in accordance with Table 3.1, the ridge strap and additional nailing is not required. ONLY SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of 8d COMMON NAILS o 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number of 12d box nails in each end of the collar tie need not exceed the toulated number of 10d box @ 12"O.C.ON nails in a steel strap. 3-16d@16"oc 8d COMMON NAILS P• along braced wall FIELD ONLY @ 12"O.C.ON 7. lk' 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP W/ 5/8 "DIAM.ATR(ALL THREADED 8d COMMON NAILS FOR C OF EA.PLATE TO PLATFORM BELOW- ROD)ANCHOR, EMBEDMENT LENGTH @ 6"O.C.ON EDGES UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B d COMMON NAILS @ 16°O.C. (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) CORNER HOLD - DOWN DETAILS Z OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc ONLY Dead Load Assumptions: Roof/Ceiling Assembly DL= 15 psf O FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in AT STUD TO FLOOR ASSEMBLYTQSTUD CONNECTION @ 16"O.C. > along braced wall ; (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): THREE SECOND GUST WIND 100 110 120 130 SILL PLATE TO SECURE ANCHOR, DRILL 3/4" SPEED (mph) ANCHOR BOLTS DIAM. HOLE FOR EPDXY, FOLLOW FLOOR JOIST r FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP MANUFACTURER'S INSTRUCTIONS. i L L rRANNIGSPACING ROOF SPAN Number of 8d Common Nals or 10d Box Nails "SIMPSON"HDQ8 OR SEAL PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. (n•) 00 in each end of 1-Y" x 20 gage strap 1,2,3,4 2-16d COMMON POURED CONCRETE/ 12 1 2 2 2 "SIMPSON"PH NAILS @ 6"O.C. ��RED AR y� MASONRY TOP PLATE 6„ 16 1 2 2 3 o FOR FULL LENGTH �� � � K. re FOUNDATION 20 2 2 2 3 ° 0 OF STUD -A 8d COMMON NAILS 12 24 2 2 3 3 ° ° @ 12"O.C.ON 28 2 2 3 4 ° 1/2"MIN.STRUCTURAL FIELD ONLY 36 2 3 3 4 ° t , '`� �� END SHEARWALL ON FOUNDATION = WOOD PANEL 12 2 2 2 WALL 8d COMMON NAILS 16 2 2 3 @ 6"O.C. ON EDGES 20 2 2 3 4 II F OF NEB ONLY 16 24 2 3 3 4 3-16d@16"oc 28 2 3 4 5 along braced wall 32 2 3 4 5 36 3 4 4 6 °° 12 2 2 3 3 ° • AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. 16 2 2 3 4 0 ° L FLOOR GIST J 20 2 3 4 4 BLOCKING @ ° ° (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 19.2 24 2 3 4 5 ° ° - ao 1 ENDWALL C,.� � �� J,, u . ° TOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 28 3 3 4 5 N 00 •� 32 3 4 5 6 Nr 00 SILL PLATE „ L L N ' PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 36 3 4 5 7 "SIMPSON"HDQ8 OR ANCHOR BOLTS 12 2 3 3 4 8d @ 6"oc toed in 16 2 3 4 5 "SIMPSON"PH (D c`''o along braced wall 20 3 3 4 5 CLG JTS POURED CONCRETE/ 24 24 3 4 5 6 MASONRY 28 3 4 5 7 TOP PLATE - FOUNDATION 32 3 5 6 7 NOTE: 6" 36 4 5 6 8 ALL STRAPPING,ANCHORS, HOLD o DOWNS,&ADHESIVES TO BE 2 STORY BRACED WALL PANEL INSTALLED AS PER w 1. Prescriptive limits are based on assumptions of Table 3.4 2. Tabulated uplift connection requirements assume a building MANUFACTURER'S SPECIFICATIONS z located in Exposure B. j 3. Tabulated uplift connection requirements assume a roof and Q Y DETAIL LU ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a p ceiling assembly is not present or if the ceiling assembly is not 0 > Wall Sheathing and Cladding Attachment Requirements connected to the roof assembly, the tabulated number of nails CORNER CONNECTION FLOOR TO FLOOR N.T.S. Q Q � shall be increased by 1 nail at each end of the strap. pLLJ AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @16"O.C. for Wind Loads - Exposure B p z z 4. Minimum ASTM A653 Grade 33 steel strap. IY (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 2 J LLI J FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Three Second Gust wind 90 100 110 120 13 ) O 0 8d @ 6"OC toed in FOR CLOF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PLtTE TO Speed (mph) _ _ A braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. Q ~ } STRUCTURAL SHEATHING O 0 L0 FLOOR JOIST oO U) m E F E F E F E F E F SIMPSON HOLDDOWN W/ 5/8 "DIAM. "SIMPSON"HDQ8 OR 2-16d COMMON Stud Spacing Maximum Nail Spacing for 8d Common Nails 6„ ATR(ALL THREADED ROD) Sheathing Location (inches, o.c.) or 10d Box Nails (inches, o.c.) "SIMPSON"PHD6 NAILS @ 6"O.C. o SEE THIS SHEET FOR DETAIL o FOR FULL LENGTH 12 6 12 6 12 6 12 6 12 6 12 °° OF STUD LL1 8d COMMON NAILS Interior Zone ° W 0 00 @ 6"O.C.ON EDGES 1g 6 12 6 12 6 12 6 12 6 12 Co (y) 1/2"MIN.STRUCTURAL ONLY 24 6 12 6 12 6 12 6 6 6 12 °° U N WOOD PANEL = 8d COMMON NAILS Q @ 12"O.C. ON 12 6 12 6 12 6 12 6 12 6 12 a _J FIELD ONLY 4" EDGE ZONE 0 Z J n 1g 6 12 6 12 6 12 6 12 6 12 ° II • °, °. a. LU 0 _ 3-16d@16"oc SIMPSON HOLDDOWN W/ 5 DIAM. 24 6 12 6 12 6 12 6 12' 6 12' = F- 0 O along braced wall �8 A A U 0 O ATR(ALL THREADED ROD) a °. < (� Lu I I ANCHOR, EMBEDMENT LENGTH OF uJ -' 1 ANCHOR IN CONCRETE IS 10"MIN.. BOARD SHEATHING or LAP SIDING A Z FLOOR JOIST Rafter/Truss Spacing i0 Z USE SIMPSON SET EPDXY-TIE HIGH Sheathing Size (inches,o.c.) Minimum Number of 8d Common Nails or 10tl •: a STRENGTH EPDXY ADHESIVE TO Box Nails per Support NOTE: W 0 W J 3 1x6 or 1x8 Sheathing12-24 2 2 2 2 2 718" I�HREADED ROD EMBEDDED 12 1/2" � (� SILL PLATE ;' SECURE ANCHOR, DRILL /4"DIAM. ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH 0 n (� ANCHOR BOLTS HOLE FOR EPDXY. FOLLOW 1x10 or Larger Sheathing 12-24 3 3 3 3 3 HOLDOWNS, &ADHESIVES STRENGTH EPDXY ADHESIVE &FOR TEMPS O w Z N MANUFACTURER'S INSTRUCTIONS. TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH O Lu C� _ = w E-Nail spacing at panel edges(in.) MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) o Cr J J O W I-- N POURED CONCRETE/ F-Nail spacing at intermediate supports in the panel field(in.) Q , 1. For wall sheathing within 4 ft.of the corners,the 4 ft.permeter edge zone attachment ° U Q ~ f` MASONRY requirements shall be used. FOUNDATION 2. Tabulated 12 inch.o.c.nail spacing assumes sheathing attached to stud framing members DWG NO with G>0.49. For framing members with 0.42<G<0.49,the nail spacings shall be reduced DETAIL to 6 inches o.c. %/ . 7 2 STORY END WALL SHEARWALL 3 For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. CORNER CONNECTION FLOOR TO FOUNDATION l 4. Tabulated nail spacing assumes a building located in Exposure B. N.T.S. BLOCKING ® ENDWALL TABLE R301.2.1.2 GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE- PLATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/h)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 4L FASTENER SPACING (INCHES)a,b FASTENER 4 FEET < 6 FEET < 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION C < 4 FEET < 6 FEET < 8 FEET ATTI MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No. 8 WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS ANCHOR WITH 2-INCH 6 10 8 EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0"O.C. 8d @ T O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT J No. 1 O WOOD SCREW BASED 9 BRACED WFkLL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER Q ANCHOR WITH 2-INCH 16 12 9 EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SECOND FLOOR � w Y4 -INCH LAG SCEW BASED 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3-16d AT EACH ANCHOR WITH 2-INCH 16 16 16 BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER EMBEDMENT LENGTH BLOCKING 2 BAYS 2-16d NAILS EACH SIDE BACK @ 4'-0"O.C. :;�77 ® INTERIOR ZONE CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. ® PERIMETER ZONE b.Fasteners shall be installed at opposite ends of the wood structural panel. OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BRACED WALL PANEL BRACED WALL PANEL c.Nails shall be 10d common or 12d box nails. NOTE: GABLE WALL FIRST FLOOR d.Where screws are attached to masonry or masonry/stucco,they shall be 1.FOR GABLE ROOFS 10°TO 45°PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS FOR SI:1 INCH=25.4 MM IN EA.ZONE BACK @4'-o"o.c. a. CHAPTER BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%s'AND A MAXIMUM SPAN �— OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED,ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 20151.R.C. VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND EAVE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE VENTS THAT EKTENDS OVER INSULATION (TYP. ) snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7 '-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. Clothes with standpipe 2 PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 L AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS L/3 L13 Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF- ( I ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24" INSIDE THE EXTERIOR I NO NOTCHES p traps, with or without WALL LINE. D/6MAX. PERMITTED dishwasher and food waste 1 1/2 disposer) I I D/6MAX. SHEATHING Laundry tub one or more compartments) 1 1/2 AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT LIQUID FLASHING 6nower(jDased on the totai DAMAX. z flow rate through 0 showerheads and bodysprays) I `) Flow rate: T p Uj 5 .7gpm and less 1 1/2 more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25. 8gpm 3 D/3MAX. more than 25.8gpm up to 55. 6gpm 4 SEAL AIR SHIELD ,gEp qRCh, K. J NOTE: FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND MAX.DFROM OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: JOIST-END SUPPORT FLOOR JOIST END CUTS E M 4 SURFAC i OFIULE127SANDLSHALLLBEWINSTALLEDEANDREMENTS ; /4 SHEATHINS JOINT TREATMENT � i -I., TERMINATED IN ACCORDANCE WITH THE 9 Y pao U MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D TF OF D/3 MAX. RAFTER CEILING JOISTS `T 00 � M REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION N N co �t co PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION' D/3MAX. M M THE CONSTRUCTION TYPE 2IN.MIN.FROM TOP Vi DESIGNATION SHALL BE AND BOTTOM OFJOIST PIPE OR CONDUIT I , II , III , IVORY D(ACTUAL DEPTH) TO INDICATE THE CONSTRUCTION D CLASSIFICATION OF THE STRUCTURE CUTTING DRILLING AND NOTCHING DETAIL > UNDER SECTION 602 OF THE BCNYS Q Y SECTION 1265.4 SIGN OR SYMBOL OF JOISTS w r (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER D rn O 6" DIAMETER STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST QU' o >_ CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND Q w (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED O z z EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER,THAT: IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. LU (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON FADING,WEATHER RESISTANT MATERIAL; PROVIDED, HOWEVER, = 0 Q 00 j OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER TOP PLATES W _ =) = REFLECTIVE RED I I OR DECAL. Q SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF PANTONE#187 — � THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE o O Q N REFLECTIVE WHITE (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: U) m r AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE BORED HOLE MAX. DESIGNATION SHALL BE"V"AND A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DIA.40 PERCENT ° EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (ii)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE OF STUD DEPTH h EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"I","II","III","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE 3 LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. W I' EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) o 0 (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE Q ca co_a'I OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: cV OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)"F"SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; o Q 5/8"MIN.TO EDGE .J HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND C� m "FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART ( ) EXCEED 25%OF z AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN STUD DEPTH W O :D _ CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE 2 0 p (. SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED SIGN OR SYMBOL. o o U U BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40/o AND 60% Q �— WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE 0 W I I SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY ROOF FLOOR SECCESSIVE STUDS ARE DOUBLED W Z v STROKE OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT STUD AND SO BORED 0 Ur co MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS DESIGNATION FOR STRUCTURAL TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V v w 0 COMPONENTS THAT ARE OF W TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. co U i1 O w Z co CV F FLOOR FRAMING , INCLUDING 0 tY J J W CV DRILLING AND NOTCHING DETAIL z C� _ = W co GIRDERS AND BEAMS U OF STUDS � Q F— o r; RROOF: FRAMING F DWG NO FRI FLOOR AND ROOF FRAMING ROOF AND FLOOR 8 � lJ BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. - J 8