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51335-Z
hO��OF SOUryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46363 Date: 08/04/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 830 Greenway E Orient, NY 11957 Sec/Block/Lot: 15.-2-12 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/05/2024 Pursuant to which Building Permit No. 51335 and dated: 10/30/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to existing single-family dwelling as applied for. The certificate is issued to: Joshua Tanz , Tracey Bassett-Tani Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 25-1000917 5/21/2025 PLUMBERS CERTIFICATION: Chris C. Gevinski 5/17/2025 Au horiz Signature hO�aofS00'.' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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) Perm it#: 51335 Date: 10/30/2024 Permission is hereby granted to: Joshua Tanz 305 E 88th St Apt 6A New York, NY 10128 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 830 Greenway E, Orient, NY 11957 SCTM# 15.-2-12 Pursuant to application dated 08/05/2024 and approved by the Building Inspector. To expire on 10/30/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $610.00 CO-RESIDENTIAL $100.00 Total S710.00 Building Inspector� Certificate ofCompliance ...... .. .......................................... .................. .............................. :...........:-CERTIFIED ELECTRICAL INSPECTIONS, INC: 188-PARK AVENUE'' AM1TY'VILLE,-NY 11701 ......- .... ......................... P: (631) 598-56.10.......... ................................................................ CERTIFIES'THAT, - Upon the application of Upon premises owned y �' Promaster,Electric Inc. Joshua Tanz 'PO Box 425 830 Greenway E. ?� - Gre'enport, NY 11944 Orient, NY 11957 -' �4�j,, f�• Located,at: 830 Greenway E:, A �25 Orient, NY.11'957 Application Number#: 25-'100917 Certificate#: 25-100917 - Electrical License#: ME-59226 " ;Section: 15, Block:. Lot: 12 Building Permit#: 51335 " -_ Described as a Residential occupancy, wherein the.premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 2nd_Floor'Addition /Renovation.- ROUGH COMPLETE 2/19/25 A visual inspection of the premises electrical'system,:limited to electrical devices and wiring to,, the'extent:detailed herein, was conducted in accordance with the requirements of the'applicable_` code/or,standard promulgated by the State of New York, Department of State Cod' :Enforcement and'Administration,.or other authority,having jurisdiction, and found to be incompliance therewith ' on the 21 st"day'of May 2025 Name QTY Combo Smoke &Carbon Detector- 15 Amp, 120V 1 Flourescent Fixture- 15 Amp, ,120V 2 Dimmer- 15 Amp,•120 V = 3 - Exhaust Fan. - 15 Amp, 120V , 1 Duplex Receptacle.- 1,5 Amp,,120V , , .17- Switch -15 A hp,.120V, 7 Smoke Detector- 15'Amp,'1,20V 2 Recessed Hi-hat Fixture -°15 Amp, 120V 22 Electrical Inspector: Anthony Giordano 'APPROVED{cL -- - - - .- 00 { Town Hall Annex Telephonc(631)765-1802 f 54375 Main Road Fax(631)765-9502 P.O.Box 1179 coo SouthoK NY 11,071-0959 � COMM5 E C E 0 U 3UMDING DEPARTMENT f TOWN OF SOUMOLD AUG - 4 2025 Building Department Town of Southold CFRTIFIC All Q�T BuiIdina Permit-Nc. Owner. sO - f1 �� 11 1 - (Please print) JJ � Piudbei; (Please print) certify that the solder used in the water supply system contains less than 2l10 of 1% lead. (Plumbers _ Wire; Swam to before me iWs Jav of i Notary Public..aA �_county PPANOOM Mlt INthf H0LMkbft9WbdNawYb0 No.otY MOISM ( ®rmWod In BuNdk OwWv u kk#4 4& asolz TOWN OF SOUTHOLD BUILDING, DEPT. 631-765-1802 INSPECTION. [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [_ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION' [ ] 'FIRE RESISTANT PENETRATION.. [ ] ELECTRICAL (ROUGH) [ -] ELECTRICAL,(FINAL) [ ] CODE VIOLATION [ ] PRE.C/O [ ]. RENTAL REMARKS: DATE �'a3-a �� INSPECTOR GI 337 �o��OF SOUTyO� — — - --- -- - l # * ' TOWN-OFSOUTHOLD BUILDING DEPT. ut+,N 631-765-1802 1NSPEC 1-0-N [ ] FOUNDATION 1ST/ REBAR [ . [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ vfFRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �140UICL v d Ito w1 -A-2 �01 s c4g4 COXKeAnA A-5 eu, o"s Ole- a" ovw,-"l 4�ml-kxqe S�x pi" DATE INSPECTOR �o�apF SOUIyO<o TOWN' OF SOUTHOLD BUILDING DEPT. 631-765-1802 1 NS P E CT 1 O IV [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND.. [,�r'INSULATION/CAULKING [ ] FRAMING I STRAPPING [ ] FINAL [. ] FIREPLACE & CHIMNEY . j ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: " 4 w I r15ti aA, — al s eeQ, i h 6V — oe�b �, lam, DATE -INSPECTOR SOUTyo� -- -- - * # TOWN..OF SOUTHOLD BUILDING DEPT. °y um�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [. ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL .t,l 1 Izo � /Z irr�� oh a,s REMARKS. Gv %bows A4 hi A eea(e-on 11", 6du),&, 4m6 9441544, DATE • 9-5 INSPECTOR �7335 ••+s b 8 9 10 1♦ b 14 i5 i 17 IB 19 2,0 21 22 23 75 h 77 2$ 29 3Q s31 33 34, 35 East End Insulation L.L.C. 1977 Main Road, Laurel NY 11948 CERTIFICATE OF I PROJECT INFO: (vpu CSIATAZL-2/ w � 830 GREENWAY E 2o�S ORIENT, NY 11957 kh0 1 Id n Ian guild'+�o{ Town Location Insulation Type Inches R-Value KNEE WALLS FIBERGLASS 3.5 R-15 BATTS -------------------- --------------------•-------------------- -_•-------_-------------------. -------• _ ............... 'ABOVE-GRADE FIBERGLASS -3.5 R-15 EXTERIOR WALLS BATTS CEILING SLOPED/ FIBERGLASS 5.5 R-21 FLAT BATTS ------------------------------- ................................ .................................. ------•--•••••--- WINDOW AND CAN FOAM LOW PERIMETER ALL DOOR FOAM EXPANSION WINDOWS AND SEALANT DOORS --------------•-------------------------•------------•---• ................................... .................... ------------------------------------------------------------------------------------------------------------------------- DATE OF FIRE-STOP: 2/23/25 Y Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder, and that the install was preformed in conformance to the applicable codes and or verified by DATE OF FIRE-STOP:2/23/25 FIELD INSPECTION REPORT DATE COMMENTS rr ``�� •o FOUNDATION (1ST) ----- ------------------------------------ FOUNDATION (2ND) 7_ - 23-a �o access. G'�-/l 11cSc6tely/c. ° ROUGH FRAMING& As / AAr B� PLUMBING V�I . _ � 1 1 j4fk -)�2 cer lnsvl 9L, - 2y/ /iMAl_/e - R 30 Or /Grp- INSULATION PER N.Y. lvGe /�/1�35/!�,• �r�-3 STATE ENERGY CODE �e iiuoe on /Ll�es�c� G�/�ndow �vtie hi s�(de,e eel R n.ec,C,�• Cert�� ,� is{c�.ce can t-/yq-G 2 /slGie_ �t_ O!� al 2 ill �lal �j ao�,20o V psJ�x�i1 - FINAL ADDITIONAL COMMENTS ` 01O eC.I•S r TA5 u lad z -L--�-ate (v c"A - -& s� o � H O - z x d - b y fug TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httpsJ/hvN"v,southoldtoNvnnygov Date Received APPLICATION FOR BUILDINGIT .�.. ...r .:.4:.. �.��. i For Office Use Only D PERMIT NO. Building Inspector: z + AUG - 5 2024 Jpp,ltcatiorts and farrris cute filled o€�t�n thelrentlrety Incomplete applicatronV1 Ihn dt be accep owner; BUII.DIlITG I)EPT. �OFnrer's Authorizaxion form lPage 2j shaif be completer . 'irOWI�T JF SOUTH u Date: O1AlNER(S}OF Name `JOOh i or-IIZ l r'OCCH 12>Ob612-'fifi SCTM# 1000- Project Address: ? y-,eC-n JCS ect<51 CPY'�.F-1f 1r1y 1 JCI 5--7 Phone#: 20 S e- -7 O S O®q Email: -Irr(:n ceL4 k>o e6 ea-l ao inr l' e9 ■/M ailiy■ngA�■.dDdreess:ppp 0 30 4j Y'-e--c - c-"CA-,) -E� Oa )Cr-1'T 1'l`/ I ICE 5 "1 YIA�NiI�Y'R ■ IiSO�f� T u y -em k K? h Name: 'pro Nn -rO r) L Mailing Address: Phone#: 2 C) a L-1-70 Email: J kj+ci v-%-z- co 0 a 1 l co XIA DESIGN PROEESSIONAI.INFORIVIATIfJN � . + s Name: cj61C(f `GO i r" -DrOPl-f5ry)c -i i 1OdO Q° Ccr-1 -)CI1 r-t-ckl% }re-,io 31 �Irng;Address�ii4'1-0 6 Ve-tro H-I$h a 8U i 1e- I ZO Wr #:r' ("of?j ;�o' r ,- �,, j�o�0 6 Email:.. .CPIIC�� �Y p .1 , m� OC.Qrel-�i�e�t5w.... � Name: Mailing Address: cDcx4r -yy-)ci 1'1y 1 1q-1 i _ Phone#: I 2-16., ZY3 - Email:1 r�C-dC'CJ v cam- co 0 rr4 1 CE 'Nik 00" ON OF IPR�POSIED GONS7RUC1'ION Y F s � ten. r 1 ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ I '30 e 0©0 Will the lot be re-graded? ❑Yes WNo - Will excess fill be removed from premises? ❑Yes 00 1 ��T� z F � l�oll� llsTv IN ATIOW"" fr F s 77 Existing use of property: r2eOid-tfnii0 I Intend �ed use of property: 1�E4-1d�f1t-�CA Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ..�._ this property? ❑Yes EXNo IF YES, PROVIDE A COPY. .a"'f � q'* ' ' c '£ . ,., <""_` "' �, ✓ 5»_ � •:::s ,t,•,°, gAk ° & j�s•R...a,. f - a .: II `�Gheck to �� eln �Therwnercoritractorjdesgn professional is responshle for ail drainage and stares uYatr is�suesas provided bX x ichapter 236 ofPthe T0-W�i cdde APPEICAT,10 is`kk&dB C;MADE to t ie BGiiding<Qepariinent for the issuance of a i�uilding PdriYfif pt�jrsuagt to the�uiiilitigg�one � .. ' . �,x.sre.^` "a� y r.,.` n.0 ;"" grdinance tf e ern 01'southold suff� caunty Newyork and att&r applicable Lativs;0�'dlnances ar ReguCationsansttuct o of bui din s, , . additions;al scat arr�soryforremn�al sir deraiolition as hereln:descrl6ed The appticant agrees to comply witC all ap"Ilrxbte law's�ordnanFes,,b'uildln cede, , fiousijt cofl atd reguttans and tad[n tau#horized litspectors nttpremises'$nd In building(s)for necessary inspecitions False statements made herein are d ,h unis�aId as a C1assA Fn[sdemeano ursuant t :Sectioa:21C►45 otthe New Ygrk Stete penal taw; " �j� I Application,Submitted^By,(print name): `TrGiCCL4 1j0,51 jCi- T(nn Z ❑Authorized Agent Xpwner ��. Signature of Appl ant "fir/ gCt�� — T Date P 16 G 2-Li STATE OF NEW YORK) /,� COUNTY OF 1 � Ul ) rr�4ce CAS �� Zbeing duly sworn, deposes and says that(s)he is the applicant (Name of in ividual'signing contract)above named, (S)he is the (.Iv, Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work a o m ke and file this application;that all statements contained in this application are true to the best of his/ r k ledg and belief; and that the work will be' performed in the manner set forth in the application file there i Sworn before me this S day of v U 20 C;;- I N ota ry P u b Vqchard D.Noncamow Notary Public,State of New Yolk Qual feed InNSuffolk Courriit�� PROPERTY OWNER AUTHORIZATION "yCornmission Expires June2f.2O (Where the applicant is not the owner) i 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 Cc � F+ n R07i L *11T r 71 T 1 •eir-i 7+eP)�a��. wo PARk VIM LAND .� t ' +a� _ AAP 0� C'QO��QTY e[ y AU L 12 � L q \VA\/ 2 1�T 0 N � , � 0 I T -[o%vl! off- OUTOLD , ►-Y, r � SDI I.OT - 5 _ . � cQoN �tip� o G = /Aouu lkFMT c UNAUTHOR!Z°r e.7--);;-: !ON TO THIS S:::.Yc,iS A VIOLATI OF S.•CT;—:+2209 OF THE I.; + EDUCATION LAW. 4 COPIES OF THIS Stli;':::'41AF NOT ARfNG THE LAl!D S'JaVEYC:I.S EMEM:D`'S,AL:.:'s!i .-.T CONS:JC M /y� TO DE .. <:' ' L�y/�� 1 �! n L OV!.i: �C'... :hLS;.__ .._.. ..f1_.. c :•t n L ` 1Y 7 \ } � ti * 1'. L. V T hr • Is ri-1 T% .. cl: O:•; � T, L��\� Ji is F:..:,Fu ,.. r I� p TITLE .•.CY AND 1 ►J ' LEND!n:I: r /� `' C'1 I: :•l:;`:�:I 1!c t:� AND C�s(�E:rl ALQES la. '�C��E NT 11 ',F•'•LO 19 'jL+e- SU ^� TO 1..;.4s5:si::S C`.F !iiE lciWlhC:INS11• t • ^ � y TUTiON.GU.>R{u•;i£i:5 Ai E NOT Td P.N FED ABLE t,I L C'{y 4)Q �N J �� r �' j�" I :{ir %'Z •J���w.. �i Il�I]; IV O 7��`-' TO ArD:;IC..A,i.._;;:.,::JNS OR SUBSEQUENT ` 'l� r iV1 1.1 •,r�f,V r y OWN,,s. 11SL�EN� t Y l:tLl M1\\ 145.00' SO&O 48' 1011 E jA T ;A RCNITE CTS TODD O'CONNEIL { TODD O'CONNELL,AIA e REAR Y2 1:�)O R M ER I I I _ I ]1NDvtserarts Memorial Highway Sui[a 110 Hau00auge,NY 11788 (� (631) 66 F 6SM J (631)650 6fi67 C(516)658-0325 ;snsrtscs--rr-hlfr _,rrr gg I rr.G6�'rnrnrdiR�-.=•rnn 7-u 2N� ��0R""r INTERIOR ALTERATIONS o I � I rS�O�I__5qP i ZONING INFORMATION z s2.ao ES-1.4 TOWN OF 5OUTHOLD I 1 WO SECTION: 15 BLOCK: 2 LOT(5): 12 HOOD DECKS } ZONE: R-40 REQUIRED EXI5TIN6 PROPOSED dI-J LOT AREA 40,000 50.FT. 21,'T50.0 SQ.FT. NO CHANGE I 6O.S0 g & 8 LOT WIDTH 150 FT. 145.0 FT. NO CHANGE PROPOSED REAR DORM I rd o LOT DEPTH 1-75 FT. 150 FT. NO CHANGE u � FRONT YARD(OR ENYVAY) AV6./40 FT. 51.41 FT. NO CHANGE I PROPOSED TE FLOOR INTERIOR ALTERATIONS � $ FRONT YARD(PARK VIEW AVG./40 FT. 52.8 FT. NO CHANGE � (62 Sa.Fr) % z FRAME RES. � REAR YARD 50 FT. 5q.1.7 FT. NO CHANGE I s o ry „LL SIDE YARD (MIN) 15 FT. 54A FT. NO CHANGE I No. 850 I � it m BUILDING HEIGHT 55 FT. N/A NO CHANGE W � LOT COVERAGE 20 % 10.8% NO CHANGE ES5.4 34.90' m d I kb � HOOD PORCH' I 14.0 LOT 00YES6 E 0ALGULATION >n ZONE: R-40 SQ.FOOTAGE O � coNc.WALK � O LOT AREA 21,150 5G.FT. O I P p I O o DHELLING I5g1.8 I m s \ I Z SIDE STEPS 41A I 501 FRONT ROOF OVER PORCH 151.5 I S v REAR WOOD DECK -n4.5 a I P TOTAL 2,55q.-7 5G.FT. — — — — — _ _ _ _ _ _ _ -- TOTAL 10.5 % 14�j,001 NO&O 4.8' 10° W TU �1`1 II I rtit�t-f.11 1 A / t" Ar'-r APtSn I I... ARTI { TOD GDOf0 jFF �/ j S i TODD O'COW S 1200Vete .Mem Suite 12 I I Hauppauge,N I I P(631)650 C(516)658. vn�.n:%irrsrrJ-.8 _ _ eas,Ri6 :err«rsm:l;. nw a m -�- - - - WOOD DECK I O sVnPOO ouroo0 x I I swke R SOOKER I I V I �D n� 8 I tv iao W aro f712eo W 2AO IA N 4 l!A Tm I sms E105nNB i�OSTIN6 GgsnR6 xA+I°ov�cnoN I I I i J I� L • I I f sx 1 I o I o I� Jos 1 8 Io�TN6sura.T a a• I I § DINING ROOM KITCHEN y ®bN��ATHI:I�ROOIROOM I o o MUD ROOM A>.c 8 Pxizn m couf+e ro l¢rwN 8 IV-I i 1 �Oil"LLIJJ -- ° � ,y I KA 8' rs/ SET CETL N6i9t.6. ., LOlN,T0 OG5TN• PA3181 TO N'31p:i24•P:LOIL':POoiN6Nll'J Dq W9TR16 W9TM6&IPPORT < I UNFINISHED BASEMENT LIVINGROOM d I F S 8 Msm s BEDROOM 8 I � GARAGE g m i GG�p�tt�9�pp:1��$y� if EXISTING SLAB I ^� I FF2F6F rtAsre ——————— MST0 0a Tm WasnN6 FJOSTRi9 FJOsnN6 I I I I I I I I s I A I I WOOD PORCH A - oasm+e FRAMN9 — DOSTINO 6APAM 000R 1 1 FOUNDATION PLAN FIRST FLOOR PLAN I SCALE:1/4'-1'-0" SCALE:1/4"=I'-O" GENERAL NOTES WALL KEY `.4LL HABITABLE ROOMS AND GORRIDOR5 SHALL BE SUPPLIED WITH FIRE/SMOKE AND 11. ALL FRAMING SHALL COMPLY WITH THE 201&WOOD FRAME CONSTRUCTION MANUAL. STAIRS 6 GUARD NOTE: —EXIST TO BE RE (TO COMPLY WITH 2O20 R.G.OF NYS R3116 R512) r+avEO LION MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFPA T2 AND 2020 NEW -STAIRWAYS SHALL NOT BE LESS THAN 56" EXIST TO REMAIN STATE BUILDING CODE SEC,.PZ14 AND R515.EXI5TING DWELLING UNDERGOING 10. ALL EXTERIOR PORCH/DEGK/STAIR FRAMING TO BE AGQ LUMBER-U.O.N. IN CLEAR WIDTH ABOVE THE PERMITTED NEW WOOD FRA1LM CN5T 'I ' REPAIRALTERATION,AND/OR ADDITION SHALL BE PROVIDE WITH SMOKE ALARMS AS PER uj APPENDIX J.CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION'115 OF THE II. ALL ELEGTRIG TO REMAIN AND MODIFIED TO AGCOMMODAT2 NEW CONSTRUCTION.FINAL HANDRAIL HEIGHT AND BELOW THE REQUIRED 45:4•POST IAL-E%OTHERWISE \ 2020 NEW YORK STATE FIRE GODS(CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH ELECTRIC TO BE DETERMINE IN THE FIELD HEADROOM HEIGHT ® �� �J FLOOR WITHIN 15 FEET OF SLEEPING AREA,ANYWHERE GONTAIN5 GAR50N MONOXIDE SOURCE) -MINIMUM HEADROOM HEIGHT TO BE V-b° w urn n nnl.Al na.Ir,T,Fr, T 7 W 'A FCeH I T E efS TODD O'CON NEU I-111T P.C. TODD O'CONNELL, 1200VM aZlMemodalHiy i 120 R..Ppa.ge,NY 2278 P(631)650-6666 F(631)650-6667 C(516)658-0325 jRv21E.ALL WtO016 N BAnLvoola BHN.L 0, NAME 4 A Yi)WL MAW ........ 14 7:r 7 Vo N BATHIZ FIF VVIC E 1C.A P ATM t 5HI M-D '0 Z MIRE RO�V ZHqz= OF OVE I,[a SHIE LD ---------- Kn I mm 1113W he FR por b1 II 7 PLAYROOM STUDY laz ———— ——————— "MALEFF PROVIDE FLASHIN&A6 REMIRM I------ 7Z4 NEW moce viwr'-TYP.AT ALL MCC DO 5119 W.(bm ermn"TIM AM H.MWI i ! . . V2 eKTOWR PUTMOD Aw 5�&CATHM Ad AR CLOSET GYP.W.OR CE�mw W.ON mr Room SIDE ZL. I OF SM KW AMICABLE NWWCKM"ATI FKOV�I'� IC ON AS PER 2020 PROVIDE 66 ICE PROTZZTI I�HCH CONSISTS OF AT LEAST 2 LAYEIM OF TOCETHM OR A SMJ�-AVHM M FIOLY� t IFIM 131TWER SHEer TO H DCMV A FROM EAVES EPSE TO A HIK OF 24"IN5tM THE ExrmoR KALL I F: LIM Of IM STF=WRE LESS THM 45,12 PrrCA4 KMT ICE SHELD I i ENTIRE ROOF.ROOF W,MIN IFT.FROM PAVE EDGE I AL2 OR STEEPER REWIRE ............ . II Q v d z p SECOND FLOOR PLAN ROOF PLAN SCALE,1/4'-I'—o' SCALE,1/4"=V-0" Generated by RESc6heck-Web Software Compflance Certificate E Project TANZ (DORMER - CD10) Energy Code: ff IECC C Su D E E Location: Suffolk County, New York up Construction Type: Single-family ` Project Type: Addition Project SubType: None MAR - 5 2025 Climate Zone: 4 (5999 HDD) j Permit Date: Blur Permit Number: �htti�p�� Q�t T All Electric false "4'r, of I.sq��r•, 1 Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false ,! �I Construction Site: Owner/Agent: Designer/Contractor: 830 GREENWAY EAST Todd O'Connell ORIENT, NEW YORK 11957 TOC Architects 1200 Veterans Memorial Highway j Suite 120 Hauppauge, New York 11788 II (631)650-6666 I todd@tocarchitects.com Compilian-ce. !} Compliance: 0.0%Better Than Code Maximum UA: 93 Your UA: 93 Maximum SHGC: 0.40 Your SHGC: 0.30 i The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in-the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zoiie must meet the rnininulfn energy code insulation R=value and depth requirements. II Envelope AssembliesGross Area Cavity Cont. i Prop. Prop. Perimeter FLAT CEILING: Flat Ceiling or Scissor Truss 265 21.0 0.0 0.047 0.026 12 7 VAULTED CEILING:Cathedral Ceiling 250 21.0 0.0 0.048 0.026 12 7 WALLS:Wood Frame, 16"D.C. 400 15.0 5.0 0.053 0.060 17 20 WINDOWS:Vinyl Frame 71 0.270 0.320 19 23 SHGC: 0.30 Floor:All-Wood joist/Truss 760 21.0 0.0 0.044 0.047 33 36 ) .d Project Title: TANZ (DORMER -CD10) Report date: 03/05/25 Data filename: Page 1 of10 RF b A� Compliance Statemen 0 r�,r �,6 it1�1i design described here,is consi t fth the building plans,specifications, and other calculations submitt per� mif'�p� lic�atl n.The propGsedzbuil i�q, designed to meet the 2018 IECC requirements in REScheck Version : eci< id to<ca with thAnat.. ator t eq •listed in the REScheck Inspection Checklist. Name-Title - Signatu" `` ,; Date 9�. 02706 I i I Project Title: TANZ(DORMER-CD10) Report date: 03/05/25 Data filename: Page 2 of10 I I REScheck Software Version : REScheck-Web Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Textin the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is Itemized in a separate table, a reference to that table is provided. Section _ Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Compiles? Co�ronents/Assumptions & Req:ID 103.1, ;Construction drawings and I ❑Complies ;Requirement will be met. I 103.2 !documentation demonstrate i❑Does Not [PRl]L energy code compliance for the J !building envelope.Thermal ;❑Not Observable ; envelope represented on i❑Nat Applicable "construction documents, 1 103.1, ;Construction drawings and I j❑Complies Requirement will be met. 103.2, :documentation demonstrate ;❑Does Not 4017 energy code compliance for [PR3)1 "lighting and mechanical systems. ; _ j❑Not Observable { fS� ;Systems serving multlpld ; I❑Not Applicable "dwelling units must demonstrate { compliance with the IECC "Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 ;sized per ACCA Manual.S based Btu/hr Btu/hr :[:]Does Not [PR2]' on loads calculated per ACCA I Cooling: Cooling: ;❑Not Observable j Manual J or other methods I Btu/hr Btu/hr approved by the code official. ;❑Not Applicable I Additional Comments/Assumptions: I, ll t f I f 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: TANZ (DORMER-CD10) Report date: 03/05/25 Data filename: Page 3 of10 1 Section # Foundation Inspection Complies? Comments/Assumptions I & Req.ID 303.2.1 ;A protective covering is installed to !❑Complies 'Requirement will be met, [FO11]2 I protect exposed exterior insulation ;❑Does Not U jand extends-a minimum of 6 in. below ,❑Not Observable; ;grade. :❑Not Applicable 403.9 jSnow-and ice-melting system controls;❑Complies ;Requirement will be met. [17012]2 1 installed. ❑Does Not V ;❑Not Observable; !❑Not Applicable Additional Comments/Assumptions: J i I I 4 I i I I I I I I I I I I q 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:TANZ (DORMER-CD10) Report date: 03/05/25 Data filename: Page 4 of10 I w Section plans Verified Field Verified # Framing.1 Rough-ln Inspection Value Value Complies? Comments/Assumptions &•Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U ;❑Complies j see the Envelope Assemblies 402.3.1, 1 average). ❑Does Not ;tattle r'or values, 402.3.3, i 402.5 ; UNot Observable [FR2]' ; :❑Not Applicable , V I 1 303.1.3 ;U-factors of fenestration products[ ❑Complies :Requirement will be met. [FR4]' ;are determined in accordance ❑Does Not U :with the NFRC test procedure or j _ ; itaken from the default table. I_' ~-,❑Not Observable ; J❑Not Applicable 402.4.1.1 Air barrier and thermal barrier !❑Complies 'Requirement will be met. [FR23]' installed,per manufacturer's i❑Does Not instructions. ( 1❑Not Observable 1 ;❑Nat Applicable 402.4.3. iFenestration that is not site built ;❑Complies ;Requirement will be met. [FR20]' "is listed and labeled as meeting 11' ❑Does Not i iAAMA/WDMA/CSA-10,1/I.&2/A440 v ;or has infiltration rates per NFRC ' _ ;❑Not Observable 400 that do not exceed code ?i !: '❑Not Applicable i limits. ' `402.4.5 'IC-rated recessed lighting fixtures; ;❑Complies Requirement will be met. [FR16]2 lsealed at housing/interior finish ❑Does Not ;and labeled`to indicate s2.0 cfm , leakage at 75 Pa, f !❑Not Observable []Not Applicable 403.3.1 ;Supply and return ducts in attics i ❑Compiles :Requirement,will be met. [FR12]1 ;insulated >=R-8 where duct is ! []Does Not i>=3 inches in diameter and>= V R-6 where <3 inches.Supply and; '❑Not Observable return ducts in other portions of _ , I❑Not Applicable the building Insulated >=R-6 for ;diameter>=3 inches and R-4.2 ;for<3 inches in diameter. ; 403.3.2 ;Ducts,air handlers and filter 1,. ;UComplies ;Requirement will be met. [FR13]1 !boxes are.sealed with ❑Does Not :joints/seams compliant with I International Mechanical Code or ' i❑Not Observable ;International Residential Code,as - ;❑Not Applicable ;a.pplicable. 403.3.5 1 Building cavities are not used as h ❑Complies ;Requirement will be met. [FR15]3 ]ducts or plenums. ' i❑Does Not �J I EINot Observable ; I EINot Applicable 403.4 !HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 labove 105 sF or chilled fluids ! ❑Does Not below 55°F are insulated to?R- 3 ;❑Not Observable i i i❑Not Applicable 403.4.1 ;Protection of insulation on HVAC 1 {. I❑Complies !Requirement will be met, [FR24]I 1piping. +' s �' . [E]Does Not ❑Not Observable y j❑Not Applicable 403.5.3 (Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 f?R-3. j❑Does Not 'I ] :❑Not Observable ; ! UNat Applicable 403.6 Automatic or gravity dampers are .;- []Complies ;Requirement will be met. [FR1972 ,installed on all outdoor air s❑Does Not intakes and exhausts. I. _ , '1 + :[]Not Observable f i❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:TANZ(DORMER-CD10) Report date: 03/05/25 Data filename: Page 5 of10 Section Plans Verified Field Verified # ' Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, 1Ceiling insulation R-value. R- R- ;[]Complies ;See the Envelope Assemblies 402.2.1, ; ❑ Woad ;❑ Wood ;❑Does Not ;table for values. 402.2.2, I ;❑ Steel ;❑ Steel ;QNot Observable 402.2.6 i [Fill' I ; :❑Not Applicable i 303,1.1.1,;Ceiling insulation installed per ' ❑Complies ;Requirement will be met. 303.2 manufacturer's Instructions. ;❑Does Not [FI2]1 ;Blown Insulation marked every 300 ft2. - - _ -- — ._ - __[]Not Observable i ❑Not Applicable 402.2.3 `Vented attics with air permeable ! ❑Complies ;Requirement will be met. [FI221� insulation include baffle adjacent r i❑Does Not i to soffit and eave vents that ; extends over insulation. 1❑Not Observable ❑Not Applicable 402.2.4 jAttic access hatch and door 'R- R- ;❑Complies ;Requirement will be met. j [FI311 l insulation zR-value of the i❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH'50= ;❑Complies ;Requirement will be met. [FI1711 ;ach in Climate Zones 1-2,and ;❑Does Not i<=3 ach in Climate Zones 3-8. ;[]Not Observable ;❑Not Applicable l 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies i Requirement will be met. [FI27]1 determine air leakage with ftz ftz ;❑Does Not I either:.Rough-in test:Total leakage measured with a i ;❑Not Observable ,pressure differential of 0.1 inch ; ❑Not Applicable iw.g. across the system including the manufacturer's air handler enclosure if installed at time of !test.Postconstruction test:Total ; i leakage measured with a ; pressure differential of 0.1 inch j 1 w.g.across the entire system i including the manufacturer's air I ; handler enclosure. ; 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 i cfm/100 ft2 across the system or ftz ftz ' ❑Does Not <=3.cfm/100 ft2 without air i❑Not Observable handler @ 25 Pa.For rough-in j I tests,verification may need to ;❑Not Applicable ; occur during Framing Inspection. : I 403.3.2.1 !Air handler leakage designated - : 'i❑Complies ;Requirement will be met. [FI24]' !by manufacturer at<=2%of ❑Does Not design air flow. i(❑Not Observable f❑Not Applicable 403.1.1 j Programmable thermostats i ) ❑Complies ;Requirement will be met. [FI912 I installed for control of primary ❑Does Not I heating and cooling systems and +• I I j initially set by manufacturer to ❑Not Observable ; l code specifications, 'J❑Not Applicable ,1 [F10]2 on heHeat at pumpsrmostat Installed ; ❑CoE] ompilesNot Requirement will be met. i •[]Not Observable 1❑Not Applicable 403.5Z1 ;Circulating service hot water ; JE]Complies ;Requirement will be met. [Fill] systems have•automatic or i ❑Does Not I accessible manual controls. JQNot Observable j 'f❑Not Applicable 111 Hlgh.Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: TANIZ (DORMER-CD10) Report date: 03/05/25 Data filename: Page 8 of10 Section Plans Verified Field Verified i # Final inspection Provisions Complies? Comments/Assumptions & R'e .ID Value. Value 403.6.1 i All mechanical ventilation system! ❑Complies ;Requirement will be met. [FI25]2 j fans not part of tested and listed ;❑Does Not HVAC equipment meet efficacy and air flow limits per Table 1❑Not Observable ; I R403.6.1, ;[]Not Applicable 403.2 ;Hot water boilers supplying heat 1 j❑Complies 1 Requirement will be met. [F]26]2 'through one-or two-pipe heating ; I❑Does Not i systems have outdoor setback control to lower boiler water 1❑Not Observable ; Itemperature based on outdoor _.-.-- ❑Not Applicable i temperature. ; _ 403.5.1.1 (Heated.water circulation.systems ]EIComplies Requirement will be met. [FI28]2 :have a circulation pump.The , �IE]Does.Not {system return-pipe is a dedicated 1❑Not Observable ;return pipe or a cold water supply 1 pipe.Gravity and thermos- ! 11INot Applicable ;syphon circulation systems are I not present.Controls for y I circulating hot water system i pumps start the pump with signal! ; j for hot water demand within the I i occupancy. Controls °n: �,• I automatically turn off the pump �. when water is in circulation loop ° is at set-point temperature and �. 3 no demand for hot water exists. - . - 403.5.1.2 j Electric heat trace systems i f❑Complies ;Requirement will be met. [FI29]2 ;comply with IEEE 515.1 or UL ` ❑Does Not 515.Controls automatically ' adjust the energy input to the - i❑Not Observable I❑Not Applicable ;heat tracing to maintain the i � , ;desired water temperature in the I, S ;piping. 403.5.2 ;Demand recirculation water 3❑Complies ;Requirement will be met. [F130]2 (systems have controls that ; II1❑Does Not I manage operation.of the pump f and limit the temperature of the [--]Not Observable ; water entering the cold water I�❑Not Applicable piping to<= 1049F. 403.5z4 ;Drain water heat recovery units I i❑Complies ;Requirement will be met. [F131] i tested In-accordance with CSA E❑Does Not 1355A.Potable water-side f:'' , "`;' ; pressure loss of drain water heat ;❑Not Observable ; recovery units<3 psi for ; 7. 10Not.Applicable individual units connected to one !+ { or two showers.Potable water- i i side pressure loss of drain water I heat recovery units<2 psi for I individual'units connected to ;three or more showers. I; 404.1 j 90%or more of permanent ! ;❑Complies ;Requirement will be met. [FI6]1 !fixtures have high efficacy lamps.,. ❑Does Not []Not Observable ! []Not Applicable 404.1.1 : !Fuel gas lighting systems have '❑Complies ;Requirement will be met. [F123] !no continuous pilot light. �� 1❑Does Not ❑Not Applicable e I ; 401.3 ;Compliance certificate posted. _ j❑Complies ;Requirement will be met. [FI7]2 ❑Does Not ❑Nat Observable j I❑Not Applicable 1 I High Impact(Tier 12 INedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:TANZ (DORMER- CD10) Report date: 03/05/25 Data filename: Paget 9 of10 Section Plans Verified Field Verified - # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.113 303.3 j Manufacturer manuals for []Complies j Requirement will be met. [.F118]3 - i mechanical and water heating i %[]Does Not j systems have been provided. i IpNot Observable ONot Applicable Additional Comments/Assumptions: I' i i 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: TANZ (DORMER-CD10) Report date: 03/05/25 Data filename: Page 10 of10 .n2018 �ECC Energy N/�, Efficiency Ce rfafic ate t Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 21.00 Ductwork (unconditioned spaces): Poor Rating -U�Factor SHGC Window 0.27 0.30 Door Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments I II I I l I f Generated by REScheck-Web Software Compliance Certific e Project TANZ (DORMER - CD8) `_', �C� 2 ° ?�124 ey Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 830 GREENWAY EAST Todd O'Connell ORIENT, NEW YORK 11957 TOC Architects 1200 Veterans Memorial Highway Suite 120 Hauppauge, New York 11788 (631)650-6666 todd@tocarchitects.com Compliance: Passes using UA trade-off Compliance: 0.0%Better Than Code Maximum UA: 57 Your UA: 57 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter FLAT CEILING: Flat Ceiling or Scissor Truss 265 30.0 0.0 0.035 0.026 9 7 VAULTED CEILING: Cathedral Ceiling 250 21.0 0.0 0.048 0.026 12 7 WALLS: Wood Frame, 16"D.C. 400 15.0 5.0 0.053 0.060 17 20 WINDOWS:Vinyl Frame 71 0.270 0.320 19 23 SHGC: 0.30 Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 1 010 �.-7AFDC Z- �� 'O p,ColV/ Compliance Stat rro b�he p posed b it�ir� design described here is consistent 4wi�tl','IehE?wilding plans, specifications, and other calculations sub ft d v ith tefipef t a plcatsion.The proposed i ing died to meet the 2018 IECC requirements in REScheck Versi ESc,eck'1Neki'a tolcom ly with the mandato the REScheck Inspection Checklist. Name-Titley , F, Signature Date ! o27Q���/ Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section _ Plans Verified Feld Ven.iedt Pre Ins,pect1on/Plan Review f Complies? Comments/Assumptions &,Req ID r :Value value 103.1, ;Construction drawings and I ' ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 i energy code compliance for the k p I building envelope.Thermal r ❑Not Observable ; ` ❑Not Applicable envelope represented on -� PP !construction documents. 103.1, !Construction drawings and ❑Complies ;Requirement will be met. 103.2, !documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR311 ;lighting and mechanical systems. r j❑Not Observable ; V !Systems serving multiple r 9❑Not Applicable !dwelling units must demonstrate :compliance with the IECC '' r, jcommercial Provisions. ;Heating and cooling equipment is; Heating: ; Heating: ,❑Complies ;Requirement will be met. 403.7`- sized per ACCA Manual S based Btu/hr ! Btu/hr ❑Does Not [PR2]2 ;on loads calculated per ACCA ' Cooling: ! Cooling: :❑Not Observable Manual J or other methods ! Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) -`2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 3 of10 Section Foundation 9nspection Gompl�es� ` Comments/Assumptions &.Req 301.2.1 .-IA protective covering is installed to ❑Complies ;Requirement will be met. :[FO1'1]?,. i protect exposed exterior insulation :❑Does Not land extends a minimum of 6 in. below )grade. ;❑Not Observable i ❑Not Applicable 403.9 ,Snow-and ice-melting system controls;❑Complies :Requirement will be met. [_F012]2 'installed. ❑Does Not ❑Not Observable i :❑Not Applicable, Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: TANZ (DORMER -CD8) Report date: 10/28/24 Data filename: Page 4 of10 Section = � � Plans Verified Feld VerifiedF .,_.# F,ram�ng'/Rough In Inspection ,. - � f � Complies' -Comments/Assumptions - 402.1.1, jGlazing U-factor(area-weighted U- U_ ;,E:]Complies See the Envelope Assemblies 402.3.1, average). :[]Does Not table for values. 402.3.3, �[]Not Observable 402.5 1 J [FR2]1 TINot Applicable 303.1.3 U-factors of fenestration products "K Complies :Requirement will be met. 2, [FR4]1 ;are determined in accordance 4 Mit LJ D oes Not with the NFRC test procedure or E]Not Observable 'taken from the default table. Is ai :�_-E]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ElComplies :Requirement will be met. [FR23]1 !installed per manufacturer's E]Does Not instructions. (001 -y-, EJNot Observable ONot Applicable 402.4.3 [Fenestration that is not site built ElComplies ;Requirement will be met. FR2011 lis listed and labeled as meeting Y a []Does Not AAMA/WDMA/CSA 10 1/1.5.2/A44U Not Observable :or has infiltration rates per NFRC E]Not Applicable !400 that do not exceed code limits. 2., 402A5 IC-rated recessed lighting fixtures ElComplies ;Requirement will be met. (F!116]2, sealed at housing/interior finish E]Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. 403.3.1 ;,Supply and return ducts in attics ;Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is ❑Does Not >=3 �inches in diameter and >= i 0 R-6 where < 3 inches. Supply and t Observable return ducts in other portions of l f +E]Not Applicable the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 i Ducts, air handlers and filter t,,`--`�)E]Complies ;Requirement will be met. [FR13]1 !boxes are sealed with y x E]Does Not !joints/seams compliant with E]Not Observable International Mechanical Code or "2 ;International Residential Code, as E]Not Applicable applicable. 403.3.5 j Building cavities are not used as ElComplies Requirement will be met. [FR15]3 !ducts or plenums. .,..[]Does Not (0) ONot Obse rvable E]Not Applicable 403'.A HVAC piping conveying fluids i R-_ R- ;,[]Complies :Requirement will be met. [FR1712' above 105 LIF or chilled fluids PDoes Not ibelow 55 QF are insulated to �tR- I :E]Not Observable .13. :E]Not Applicable 403.4.1 (Protection of insulation on HVAC �tTElComplies :Requirement will be met. [FR24]1 piping. E]Does Not E]Not Observable ONot Applicable 403i5.3�; j Hot water pipes are insulated to R-_ R- y ;tElComplies :Requirement will be met. 01812"1.-. >—R-3. UDoes Not i ;E]Not Observable !E]Not Applicable ; 403:6, !Automatic or gravity dampers are Elcompiies Requirement will be met. !installed on all outdoor air E]Do es Not !intakes and exhausts. LJNOt Observable E]Not Applicable 11 High Impact (Tier 1) Medium Impact(Tier 2) 3 Low Impact (Tier=3) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 5 of10 Additional Comments/Assumptions: 11 High Impact (Tier 1) '`2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 6 of10 Se1ct9on Plans Verified Field Verified` ' # Insulation Inspection *" Complses' Comments/Assumptions ;Value' Value _ ' 303':.1 "1AI1 installed insulation is labeled i❑Complies ;Requirement will be met. t rt z' t , [1N13]z or the installed R-values , w ❑Does Not i provided. € r f x ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- Rk ,❑Complies ;See the Envelope Assemblies 402.2.5, i mass wall with at least lh of the 1❑ Wood ❑ Wood ❑Does Not :table for values. 402.2.E 'wall insulation on the wall ;❑ Mass ❑ Mass ![]Not Observable [IN3]1 'exterior, the exterior insulation !requirement ;❑ Steel ❑Not Applicable requirement applies (FR10). om❑C lies :Requirement will be met. Mal l all insulation is installed per # x ] p q [IN4]1 !manufacturer's instructions. t r ,$ r { ❑Does Not ❑Not Observable , 14 x s a £a'¢ Y " , - ' ...rk: x' `-;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,-2,';J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: TANZ (DORMER -CD8) Report date: 10/28/24 Data filename: Page 7 of10 Sect°on = Plans Verifietl .Feld Verified #: Final I,nspect�on Provisions Complies Comments/Assumptions_ &r Iteg ID. Value' Value 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.2, l ; ; 402.2.E ❑ Steel ;❑ Steel ❑Not Observable [FI1]1 ; ❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. F r!❑Does Not [FI2]1 :Blown insulation marked every 300 ft2. ❑Not Observable ; Y ❑Not Applicable 402.2.3 . ;Vented attics with air permeable 11❑Complies ;Requirement will be met. [FI22]? !insulation include baffle adjacent y ❑Does Not ito soffit and eave vents that t �. j❑Not Observable i extends over insulation. i ff•, R t =,❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 'insulation >_R-value of the PDoes Not +adjacent assembly. ;❑Not Observable T❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ,Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and !❑Does Not I<=3 ach in Climate Zones 3-8. ❑Not Observable ; { T❑Not Applicable , 403.3.3 !Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 !determine air leakage with ft2 ft2 :❑Does Not either: Rough-in test:Total leakage measured with a I❑Not Observable pressure differential of 0.1 inch ; ;❑Not Applicable iw.g. across the system including ;the manufacturer's air handler ;enclosure if installed at time of I test. Postconstruction test:Total !leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 ;cfm/100 ft2 across the system or ft2 ft2 _ ;❑Does Not I<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in I❑Not Observable tests, verification may need to ;❑Not Applicable ; I occur during Framing Inspection. ' 403.3.2.1 ;Air handler leakage designated ,t 1 r =}❑Complies ;Requirement will be met. [FI24]1 !by manufacturer at<=2%of ❑Does Not !design air flow. , r as w El Not Observable ; ❑Not Applicable 403.1.11 Programmable thermostats i ❑Comp•lies ;Requirement will be met. _ [Flg]z i installed for control of primary P ; ❑Does Not heating and cooling systems and initially set by manufacturer to 7❑Not Observable ; ;code specifications. _ ; !❑Not Applicable 403.1.2 .;Heat pump thermostat installed ; :~ , . ; ❑Complies :Requirement will be met. [F110]2 :(on heat pumps. ' ~r , ' = ❑Does Not i �❑Not Observable i❑Not Applicable 403:5.1 Circulating service hot water y= ` ' a f ❑Complies ;Requirement will be met. [Fill]2 ,systems have automatic or ^,, ' ❑Does Not ,accessible manual controls. t ❑ �y K •, i [ # Not Observable ❑Not Applicable 11 High Impact(Tier 1) .2` Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 8 of10 V Sec}ion y Plans Verif�etl " ` Field Verified #; Final Lnspect�on Prov�s1ons.r Comphes� Comments/Assumptions &.Req ID r a Value: Value 403:6`:•1 -I All mechanical ventilation system I 1 �' ; ❑Complies' ;Requirement will be met. [FI25]2 jfans not part of tested and listed !� {='. ❑Does Not j HVAC equipment meet efficacy x '' %' ; ❑Not Observable j and air flow limits per Table L []Not Applicable R403.6.1. 4032 ,;Hot water boilers supplying heat 1 NI 4 ❑Complies :Requirement will be met. [FI26]? !through one-or two-pipe heating r F ❑Does Not Isystems have outdoor setback " lcontrol to lower boiler water ' +' ';� r ❑Not Observable ; - - !temperature based on outdoor :. _ ,a T r T :g ❑Not Applicable 'Itemperature. 403.5'.1.1 i Heated water circulation systems Y f❑Complies ;Requirement will be met. [F128]z. . !have a circulation pump.The ❑Does Not !system return pipe is a dedicated �` r;+ 1 return pipe or a cold water supplyr ,i ❑Not Observable ; I pipe. Gravity and thermos- ❑Not Applicable ` Jsyphon circulation systems are k , not present. Controls for circulating hot water system raj pumps start the pump with signal l for hot water demand within the 1 occupancy. Controls f automatically turn off the pump when water is in circulation loop {is at set-point temperature and n, x {no demand for hot water exists. T, "j 403 5 1.2 j Electric heat trace systems []Complies ;,Requirement will be met. [FI29]2... -i comply with IEEE 515.1 or UL s %:E]Does Not 1515. Controls automatically 1 adjust the energy input to the Not Observable , {heat tracing to maintain the ( s rt a ❑Not Applicable desired water temperature in they r ; piping. 403 5:2 !Demand recirculation water ; ' ` ' ❑Complies ;Requirement will be met. [FI3d]2 : '{systems have controls that =❑Does Not i manage operation of the pump and limit the temperature of the ❑Not Observable { r s❑Not Applicable water entering the cold water !piping to — 1049F. =I 40,3.5.4 '�Drain water heat recovery units ❑Complies ;Requirement will be met. [FI31]2 tested in accordance with CSA ❑Does Not lB55.1. Potable water-side r ,i:i !pressure loss of drain water heat I I ,]❑Not Observable , ! ) ❑Not Applicable recoveryunits < 3 psi for !individual units connected to one or two showers. Potable water- ;side pressure loss of drain water !heat recovery units < 2 psi for !individual units connected to z t j ;three or more showers. 4{ 404.1 !90%or more of permanent I <} ❑Complies ;Requirement will be met. [FI6]1 !fixtures have high efficacy lamps rt , ; } , ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have + ❑Complies ;Requirement will be met. [F123]3 no continuous pilot light. "dry i', a '"c ❑Does Not y , a ❑Not Observable ; xY.= 1❑Not Applicable W�..tea ( pp 40T.3" Compliance certificate posted. "� � -❑Complies ;Requirement will be met. IF17]2' _ 1 P ! s �f �_ �> > � , �` Does Not , I ❑Not Observable ; ❑Not Applicable 1 High Impact (Tier 1) 1--4_1 Medium Impact (Tier 2) -3 Low Impact (Tier 3) Project Title: TANZ (DORMER-CD8) Report date: 10/28/24 Data filename: Page 9 of10 Venfied Provisions,#. Final Inspection a Value V Value e 303.3 Manufacturer manuals for L-lComplies Requirement will be met. [F[18]3 !mechanical and water heating E]Does Not systems have been provided. E]Not Observable IE]Not Applicable Additional Comments/Assumptions: I I High Impact (Tier 1) J-2-,]Medium Impact (Tier 2) 3 1 Low Impact(Tier 3) Project Title: TANZ (DORMER - CD8) Report date: 10/28/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate ,'Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.27 0.30 Door Cooling,Heating & Heating System: Cooling System: Water Heater: Flame: Date: Comments kARC HIT Iw'�Ts' oDD O'CONNELL ° -- ARCHITECT P.C. 1 _ TODD O'CONNELL, AIA 1200 Veterans Memorial Highway REA / D C R� E R Suite 120 Hauppauge,NY 11788 P(631)650-6666 SO ° ° F( ) 650-6667225 I � C(516516)658-03250325 frr,r, 2ND STOR'\r NTERIOR ALTERATIONS 0 "o X - ' __ 0 0 0 I I � m N A PR V OAS NOTED o DATE: �L�.P.# v FEE j � BY I I NOTIFY BUILDING DEPARTMENTAT LU � 52.�0 i O � FOLLOWING IN02 NAM C 4PM FOR THE ZONINO INFORMATION Z FOLLO !ING INSPECTIONS: 37.4 1. FOI'NDATION-TWO REQUIRED � F _ FOT POURED CONCRETE TOhll� OF SOUT�OLD � I ° I ?_. RO !GH-FRAMING&PLUMBING � � F 3. II�L JLATION � d 'm o �k F 4. FIN L CONSTRUCTION MUST SECTION: 15 BLOCK: 2 LOT(S): 12 MOOD DECK r o 4 3H BE ;OMPLETE FOR C.O. I� W ALL CO JSTRUCTION SHALL MEET THE J Q R _MENTs OF THE CODES NEW ZONE• R-40 REOU I RED EX 15TI NO PROPOSED YORKORK ATE. NOT RESPONSIBLELE FOR I I DESIGN OR CONSTRUCTON ERRORS g v LOT AREA 40,000 SO.FT. 21,750.0 50.ET. NO GHANOE LOT WIDTH 150 FT. 145.0 FT. NO CHANOE ° w U 4 3 PROPOSED REAR DORMER } s Q v O (225 SO.FT.) �a $ 'OMPLY WITH ALL CODES OF LOT DEPTH 175 FT. 150 FT. NO CHANOE u v o NEW YORK STATE&TOWN CODES PROPOSED 2ND FLOOR W_ o AS I ZEQUIRED AND CONDITIONS VF FRONT YARD (GREENWAY) AV5./40 FT. 5cf.cl FT. NO CHANOE i INTERIOR ALTERATIONS I ~ FRONT YARD PARK VIEW AVO. 40 FT. 52.5 FT. NO CHANOE �t STH Y (62 sa.FT.) N o �J SOUTHO OWN PLANNING BOAS REAR YARD 50 FT. 5C1.17 FT. NO CHANOE < �Jji 0 FRAME �K' F SOUTH TOWN TRUSTEES IL 9 m`'�' } N.Y.S. EC SIDE YARD (MIN) 15 FT. 54 A FT. NO GHANOE I m NO. 850 I o o o SO 1 OLD HPC BU I LD I NC HE I OHT 55 FT. N/A NO CHANOE nHhffi�fl 0 S ND LOT COVERAOE 20 % 10.5 %, NO GHANOE �� a�; � S o W 55.4 34.cl0' < Y Y MOOD PORCH I m 14.0 LOT C.-OVERAOE CALC.-ULATION ;E IS UNLAWFUL - ® z V1ITHOUT CERTIFICAT d OCCUPANCY ZONE: R-40 SQ. GONG. WALK FOOTAGE ® } ® o LOT AREA 21,750 5G.FT. 'LEcICAL I,S�f I.8 � z iNSpE rTi©N REQUIRE© DWELL I NO w m - z � SIDE STEPS 41.q I I 1 z° PL lIW�!>�ER CERTIFICATION ON .FAD CONTENT BEFORE FRONT ROOF OVER PORCH 151.5 o N CER IFICATEOFOCCUPANC REAR WOOD DECK 774.5 S 'LDER USED IN WATER I r S 'PL Y SYSTEM CANNOT E '%EED 2110 OF 1% LEAD. TOTAL L — — — — — — — — 2,SSq.7 SQ.FT. TOTAL N06 0 4a ' I O II N PL.IJ I.BING �v AL.PLUMB0 WASTE,, & DATER LINES NEE© : All exterior lighting OREENNA""r EAST TE5I 1G,RE ID. 1461Blower door rt� installed, replaced or 'I ' .�,1 �( .^si Lim and ductworkrepaired shall conform V r ust provide Manuals testing required. to Chapter 172 �.0 h D 7 and S as per of the Town Code � . — 4 f, �A4e \TYS Energy Code 1< PLOT PLAN ® Q z�_ CLIMATIC, AND &EOCRAPHIC, DESIGN CRITERIA - Q O)uj Z TABLE R50I.2(I) SCALE: I , - 10-0 LU LUW W t— lU WIND DESIGN SUBJECT TO DAMAGE GROUND SPEED d TOPO6 5PECIAL WIND SEISMIC FROM o ++-� SNOW (MPH) RAPHIC WIND BORN DES16N WEATHERIN6 FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN LOAD EFFECTS RE610N I DEBRIS CATE60RY a DEPTH 12 DE N516H BARRIER HAZARDS Q FREEZIN6 ANNUAL o jV k ZONE m P TEMP° REQUIRED h INDEX I TEMP J o m O 130wlt NO NO I MILE @ �5 FT 1MOD TO � � 1500 OR 55.4 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE FOLLOWING: R A Y`� I I�4 L/ S G H E, L/ U L EFROM SEVERE " COAST PPA MAP 2020 RESIDENTIAL CODE OF NEW YORK STATE PUBLICATION NOVEMBER 201Q A<.I PLOT PLAN, ZONING 4 NOTES z MANUEL J DESIGN CRITERIA" 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS 12-25 FOR MECHANICAL SYSTEMS A.2 FOUNDATION 4 FIR5T FLOOR PLANS WINTER SUMMER ALTITUDE CORRECTION INDOOR DE516N DESIGN TEMPERATURE HIGH TEMPERATURE 2020 •5 5ECOND FLOOR 4 ROOF PLANS ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE 2020 RESIDENTIAL GODS OF NEW PORK STATE CHAPTERS 24 FOR FUEL OAS �Y5TEM5 ,4.4 ELEVATIONS ------ 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS 25-55 FOR PLUMBING SYSTEMS P N tu tu "'"' """""" """--" """""" """""" """""" A.5 SECTIONS, DETAIL 4 PLUMBING RISER DIAGRAMS 0 p COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 2020 RESIDENTIAL CODE OF NEW PORK STATE CHAPTERS 54-42 FOR ELECTRICAL SYSTEMS Ab DETAILS �O TEMPERATURE VELOCITY VELOCITY keT BULB A.7 NOTES m • DIFFERENCE HEATING COOLING 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE AS ADOPTED WITH THE 2015 IECC F�- tr z AA.B NOTES „ .. w — THE PROJECT COMPLIANCE METHOD CHOSEN 15 TOTAL UA-ALTERNATIVE AND A RE5CHECK HAS BEEN 5UBMITTED WITH THESE DRAWIN55 A.cl I NOTES j I | � | ' ' ' NO H15HER THAN 5'-a" A.F.F. EXISTINC7 ARE TO BE CONFIRMED AT START OF INHICH ARE INSULATED TO 19JLL DEPTH P41TH NOTE ALL HEATIN&LINES,BA51EBOARI:S LIC T | ARCNI'TECT5"y TODD O'CONNELL ARCHITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516) 658-0325 tr,rir,rrr,,;{:Cr.1"rf 1A'r'1 ,rr' l r 1�z M. A #¢'�'o a .� . A a o ,r ;; 1 o(t L NOTE= ALL WINDOWS IN BATHROOM SHALL Y HAVE TEMPERED 6LA55 4 A VINYL FRAME ol 57_ ri 2 i F 1 •W7HS046 OWDR3046 *GXNI55 •GXW2S W/T.6. . .. ( I _ r ! ( ) D HDR (2) HDR HDR ( HDR.. ._ _ 2 2x 2xb 2)2xb 2Y1xD m I Q E r In - = tV I _ - _ - 1° �n I Imo- # �! 6 4f Off O m - - w_ _._.... ..._.__.. . . .. ,.,.. BATH __. ... . . _.._ Q FIR OVIDE I Of 2 8 10 IATEf Z 5141 LD ro Ell ITIREROOF t i ... .. .. .... _.. ..............._.,......._.-_._.—.___._._.--_..__.—.__._.—_,._......._. _.Y_. .__. — --------------- —.—... i , - T �� '-4" - 1 tZ x v W NE OVERSH � z � L-LI �o I z O RENOVATED I € ® N� RENOVATED lu N t- o PLAYROOM I ; STUDY ( m t w v N I w °► S`o I o O O e ( I �' IL w I QN � nc� u ° EXIITINO 2x8 RID ( ' ►- sao [A 2�x6 2,,� " I — - - — - - — — - - — — - -- ° < " �, iw I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �—. � o 3 N V 1xa p lU V R s � o _ I _ ; TYPICAL EXTERIOR WALL GONSTRUGT10Nf -- — — _u I E - I PROVIDE FLASHING AS REQUIRED ° u� z�-a,Q I I $ E 2x6 WOOD STUDS• 16'O.G.W/R-IS HD TYPICAL INTERIOR WALL CONSTRUCT ON= Z .< O UN-FACED BAIT INSULATION,1/2" INTERIOR 2x4 WALL STUD 0 16" O.G. i 1/2' 6Y U F ° GYP.BD.(SEE SPEGIFIGATION AND NOTES), - IDE I " MOISTURE STANT _ RIDvE - AT AL I 5 w D O ,� 4 PROPOSED BOARD.PROP /2 RES N TYP `� �► _ .... .. ...._.._—.._..W.__.w,«...." .,. . . . . .__ ._._.....__.. 1/2'EXTERIOR PLYWOOD SREATHIN6,AIR , INFILTRATION BARRIER AND SIDING A5 GYP. BD. OR CEMENT$D.ON WET ROOM SIDE ; 0 _. OL05ET NEW PENT! L R DGE SHOM ON ELEVATIONS.PROVIDE IN MOO OF STUD WHEN APPLICABLElu I I m INSULATION BOARD BEHIND SIDING v xN _ wlR 12'-II" I I I o E I I Oo<�°'~�� 8 PROVIDE ICE PROTECTION AS PER 2020 NYSRG-R40�.1.2 ICI=BARRIER I ? sn Q I I WHICH CON515T5 OF AT LEAST 2 LAYERS OF UNDERL.AYMENT CEMENTED I I - r T06ETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO" ' o�i� °o s _ ' I EXTEND A FROM EAVES EDGE TO A'MIN. OF SIDE THE I �4x _ ,. .. .. .. .....,_.,.. ...._...:.,..,, ` :,. ,,::._....: .....::: ::.... : :.. ... . . ..._... .. E 45=12 PITCH MUSTXIGE SHIE -�" LINE OF THE STRUCTURE ROOF LESS THAN i ENTIRE ROOF. ROOF 5:12 OR STEEPER REQUIRES MIN B FT.FROM EAVE EDGE - o s p , r z Q E 3 1 f 'n 3 # f W i z f 3 I i f I .. -. .. ...... ..... : a.µ:µ.'.............,...,.,...,,.. r r s I " s 3 a I I t F x i E , .. .............. _ .,...........,_....._. .__. .,.. -. .. I - _ A A HJ _ ................ ...................._.,... ... _ .. ...... ........." .. ,.. ..,... ... a ... .. ...... N .. , i 4 I O: f r, • t 3 F j r J La z L N W v O N � FLOOR PLAN ROOF PLAN o " < 50ALE: 1/4" = 1'-0" 50ALE: 1/4" GENERAL NOTES WALL KEY —_ = I. ALL HABITABLE ROOMS AND CORRIDORS 5HALL BE SUPPLIED WITH FIRE/SMOKE AND Cf. � GUARD NOTE: EXIST TO BE REMOVED . ALL FRAMING 5HALL COMPLY WITH THE 201& WOOD FRAME CONSTRUCTION MANUAL. (TO COMPLY WITH NOTE: R.G. OF NY5 R311 R312) CARBON MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFPA 12 AND 2020 NEW -STAIRWAYS SHALL NOT BE LE55 THAN 56" EXIST TO REMAIN YORK STATE BUILDING CODE SEC. R514 AND R515. EXISTING DWELLING UNDERGOING 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE AGQ LUMBER-U.O.N. IN CLEAR WIDTH ABOVE THE PERMITTED NEW WOOD FRAME GNST REPAIR,ALTERATION, AND/OR ADDITION SHALL BE PROVIDE WITH SMOKE ALARMS AS PER APPENDIX J. CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION C115 OF THE 11. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. FINAL HANDRAIL HEIGHT AND BELOW THE REQUIRED 4"x4" POST UNLESS OTHERWISE (� 2020 NEW YORK STATE FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH ELECTRIC TO BE DETERMINE IN THE FIELD HEADROOM HEIGHT 0 NOTED tu r FLOOR WITHIN 15 FEET OF SLEEPING AREA, ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) -MINIMUM HEADROOM HEIGHT TO BE 6-5" 0 HOLD DOWN AS NOTED 12. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE 51MP50N 5TRONG I. -MAX RISER SHALL NOT EXCEED 5Y4 � � � 2. ALL ELECTRIC WORK 5HALL B TREAD SHALL PERFORMED IN STRICT ACCORDANCE WITH THE LATEST TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN -MIN TREA 5HALL NOT BE LE55 THAN q" ® 55 GFM FAN TO EXTERIOR _ EDITION OF THE N.E.G. IN5TRUCTION5- UNLESS OTHERWISE NOTED -STAIR PROFILE: N05ING5 SHALL NOT BE 0 — HARD WIRED SMOKE 5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE GENERAL 15. ALL ENGINEERED LUMBER TO BE CLADDED AND SEAL AS REQUIRED TO PROTECT LE55 THAN B/4" NOR MORE THAN V4" OO DETECTOR W/BATTERY Q Z CONTRACTOR AND REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO START OR AGAINST THE WEATHER ENVIRONMENT -HANDRAILS SHALL BE PROVIDED ON AT BACK-UP !- HARD WIRED CARBON MONOXIDE O)to Z CONTINUATION OF WORK LEAST ONE SIDE OF EACH STAIRWAY WITH a DETECTOR W/BATTERY BACK-UP tu j] 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2X5 HEADERS - UNLE55 OTHERWI5E NOTED- TWO OR MORE RISERS. TOP OF HANDRAIL MIN 12" A.F.F. AS PER lu nn�, 4. NO GALV. NAILS OR CONNECTORS IN AGQ. LUMBER ARE PERMITTED. ALL CONNECTORS PACK OUT HEADERS TO FIT IN WALL AS REQUIRED SHALL NOT BE LESS THAN 54" AND NOT 2020 RESIDENTIAL GORE OF NY5 TYPICAL INTERIOR WALL CONSTRUCTION: TYPICAL EXTERIOR WALL CON5TRUGTION= l�Z AND FA5TENER5 FOR AGQ LUMBER MUST BE STAINLESS STEEL OR HOT DIPPED GALVANIZED MORE THAN 55". ALL REQUIRED HANDRAILS DENOTES EeRE55 WINDOW 2x4 WALL STUD • I6• O.C. a IRE 6YP5T 2x4 WooD STUDS S I6"O.G. Wr/" IN i 0 rl� BOARD. PROVIDE I/2" MOISTURE RESISTANT UN-PAGED GATT INSULATION, I/O" INTERIOR V 0-155. 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) 2X10 SHALL BE CONTINUOUS TO THE FULL LENGHT GYP. BD.OR CEMENT BD. ON WET ROOM SIDE GYP. BD.(5EE SPECIFICATION AND NOTES), (� HEADER5-UNLE55 OTHERWISE NOTED OF THE STAIRS FROM DIRECTLY ABOVE THE OF STUD WHEN APPLICABLE 1/2" EXTERIOR PLYWOOD SHEATHING,AIR D- N O ij 5. AS PER N.Y.S. CODE SEC. R510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE INFILTRATION BARRIER AND SIDIN6 AS SHOWN O m OPERABLE WINDOW FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.-1 50. FT. 16. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 400 SERIES - WHITE FRAME- TOP RISER OF A FLIGHT TO A POINT Nam= UPGRADE EXISTING CONDITIONS TO ON ELEVATIONS APPROVED BY ARCHITECT DIRECTLY ABOVE THE LOWEST RISER OF THE MATCH CONDITIONS INDICATED ON PLANS. SECTION AJI04 REVIEW BOARD. PROVIDE I/2' RIGID (GRADE FLOOR OPENINGS 5HALL HAVE A MINIMUM CLEAR OPENING OF 5.0 50. FT.). THE MIN. TRIPLE PANE- LOW-E- WITH GRILLES- COORDINATE WITH OWNER- MODEL NUMBERS ARE ENERGY EFFICIENCY INSULATION BOARD BEHIND SIDING HT. OF OPENINGS TO BE 24" AND MINIMUM WIDTH TO BE 20" AND THE BOTTOM OF OPENINGS DESIGNATED ON PLAN- INSTALL ACCORDING TO MANUFACTURE SPECIFICATIONS FLIGHT. ENDS SHALL BE RETURNED OR SHALL ALTERATIONS,RENOVATIONS,REPAIRS To OL TERMINATE IN NEWEL POSTS OR SAFETY NOTE CONDITIONS DRAWN AND NOTED AS ROOF/CEILING,WALL OR FLOOR CAVITIES NO HIGHER THAN 3 -•5ff A.F.F. EXISTING ARE TO BE CONFIRMED AT START OF WHICH ARE INSULATED TO FULL DEPTH WITH Nam= ALL HEATING LINES,BASEBOARDS, DUCT z z 11. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, PROVIDE 12 GAGE TERMINALS. HANDRAILS ADJACENT TO A WALL CONSTRUCTION. ARCHITECT 15 TO BE NOTIFIED INSULATION HAVING A MINIMAL NOMINAL VALUE WORK,ETC. TO BE INSTALLED .AND MODIFIED GALVANIZED STEEL JOIST HANGERS AND STRAPS AND WHERE WOOD BEAMS FRAME INTO " IMMEDIATELY OF ANY DISCREPANCIES OF R-3A/INGH. AS REQUIRED TO ALLOW FOR NEW 6. ALL WOOD POSTS SHALL BE BUILT UP WITH (2) 2X4 5 NAILED TOGETHER W/ IOd NAILS ® SHALL HAVE A SPACE OF NOT LESS THAN lY2 CONSTRUCTION. HVAC CONTRACTOR TO FILE p 5" O.G. UNLESS OTHERWISE NOTED OTHER WOOD BEAMS, PROVIDE 7 GAGE GALVANIZED STEEL SADDLE TYPE HANGER BOLTED BETWEEN THE WALL AND THE HANDRAIL. SEPARATE APPLICATION AND (PLAN LAYOUT THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC. SHALL BE MANUFACTURED BY HANDRAILS SHALL NOT PROJECT MORE THAN NOTE COORDINATE ALL FINISH MATERIALS NOTE ALL EXISTING PLUMBING,ELECTRICAL, OP ALL HEATING/GOOLIN6 LINES AND 7. ALL NEW DOOR 4 WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR (6'-5" 51MP50N STRONG TIE. �f WITH CLIENT PRIOR TO CONSTRUCTION(FLOOR, MECHANICAL,ETC.THAT INTERFERES WITH NEW EQUIPMENT WITH LOCAL MUNIGHPALITY p 42 ON EITHER SIDE OF THE STAIRWAY. CEILING,WALL5,ETC) WORK TO BE REROUTED,MODIFIED,REMOVED, ry0 Y.I.F.) AND NEW SECOND FLOOR AT 6-5" - UNLESS OTHERWISE NOTED -5UA1RD5/RAILIN05 ARE REQUIRED FOR ANY ETC.AS REQUIRED TO ESTABLISH PROPER , IN n15. ALL ENGINEERED LAMINATED WOOD BEAMS SHALL BE MANUFACTURED BY WORKING CONDITION VERIFY ALL CONDITIONS NOTE' SMOKE DETECTORS TO BE PROVIDED IN O , 2 SURFACE 50 ABOVE FLOOR OR GRADE. IN FIELD) ALL BEDROOMS AS PER CODE• tV O z 5. ALL NET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVE J%" CEMENT BD. AND ALL AND SPECIFICATIONS TI AND SHALL BE INSTALLED A5 PER MANUFACTURE'S WRITTEN INSTRUCTIONS -GUARD5/RAILING5 SHALL NOT HAVE A GAP �� LEVEL FLOORS i GEILINGs AS REQUIRED , m Q O OTHER AREAS IN BATHROOM/LAUNDRY/KITCHEN 5HALL RECEIVE J'2" MOISTURE RESISTANT GYP. AND SPEGIFIGATIONS OR APPROVED EQUAL. � OF PASSAGE OF MORE THAN 4" ~ ai BD. NQT�.= DOUBLE ALL FLOOR JOISTS UNDER NOTE= PROVIDE ELECTRIC, TO ALL APPLIANCES dQT�= EXISTING HVAG TO BE UTILIZED AND PARALLEL PARTITIONS TO MANUFACTURE SPECIFICATIONS REROUTED AS REQ. i g 7XRCHiTECTS' 'To DD O'CONNELL j I A R C H ITE CT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631) 650-6666 F(631) 650-6667 �22 C(516)658-0325 Sf(I rIr,r,iT,fr1'r-fIN,is !1,rr,(;74 51DIN6 TO MATCH EX15TINCP �1 EXISTING HOUSE ' �]1 FLASHI N6 AS REGU I RED a ? d EXISTING HOUSE m 0 0 0 0 r Z #iL r s 3 4s 3 S i 1 €• i! � I 3 � € €� 3 � V/ z 1 ❑ ❑ � � �'d' H V ~< tL 3x zqo lu ° y sz Q fz V F- � � Nt tu u� Ln - �4 FRONT ELEVATION 511E ELEVATION �Ks WOVE',: ZiE SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" ° o <MMHQU °a z MEMBRANE ROOF AS 5ELEGTED z 12 O it z =� SIDING TO MATCH EXISTIN6 � O F- d z 4 � L Lul— LU U FLA5HIN6 AS REQUIRED d, it EXI5TIN6 HOUSE f 51DIN6 TO MATCH EXI5TIN6 1 iF— } 0 I {1 � 3. :€ I 3 i 13 I�' i)" 1• I EXISTING HOUSE Q Z}- Q oluz LU ® O lu �- N O t�✓ �— z ° REAR ELEVATION 5117E ELEVATION n ° w SCALE: 1/4" = 1'-0" SCALE: I/4" = I'—O" 4 z lui - O 4 i i `ARCH'ITEC'f1 ' R4105.1.2 ICE BARRIERS m PROVIDE ICE 4 WATER SHIELD TO ENTIRE ROOF WITH MEMBRANE TODD LL PROVIDE ICE PROTECTION WHICH CONSISTS OF AT LEAST ` ROOF OVER ICE SHIELD OVER 2xb ROOF RAFTERS a Ib"O.G. ARCHITECT E C. T.O_. EXISTING_ RIDGE 2 LAYERS OF UNDMI-AYMENT CEMENTED To6ETHER OR A -H ELEV. t261-7" SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXISTING RIDGE ARCHITECT P.C. EXTEND FROM THE LOWEST EDGES A F055 ENTIRE ROOF 12 ,. STRUCTURE TO WALL LINE of HOUSE JI t2— — T O D D O'C O N N E L L, A I A EXISTING MIN R-21 BATT INSULATION T.O_. NEW PLATE ELEV. t24'-011 - ! r � 1200 Veterans Memorial Highway Suite 120 PROVIDER 21 BATT INSULAT1c7N d 2xb G..I.a Ib'o.G, Hauppauge, ,°' LAG BOLT TO RAFTERS INSULATION IN CEILING JOISTS 1 788 IN RAFTERS 4 R-50 BAIT �i r' - BD OR 6GZ111 ALExT ON . i�T� IF 631) 650-6666 '� � � ALL WALLS t CEILING C(516)658-0325 �j TYVEK Hou62*,KAP OR � -.•. . . ,.R _>.. .Y. j- APPROVED WATER FERM. �-. r r SURFACE ON 1/2:COX PLYWOOD EXISTING MIN.R-15 BATT INSULATION SFEATHIN6 ON 2x4 STUDS a Ib' .MOWER f 1O.G.'W/R- T7 IN�n�Llr10I �TIM5T rr r 1^R N PLYWOOD 5U8-FLOOR TO MATCH EXISTING � 4 FINISH FLOOR TO BE BATH r. FINISHED 2NO FLOOR It w r i ; SELECTED BY OWNER ELEV. V ±1-71- 11 1 .,.� EXISTING FRAMING TM EXISTING EXIST. EXISTING BEDROOM SL. BEDROOM F F u� u� FINISHED IST FLOOR m ELEV. t$1-211 EXI5TIN6 FRAMING N O v EXISTING UNFINISHED BASEMENT o }�- �'—�' z G UNFINISHED � F— d1 U1 EXISTING SLAB BASEMENT ( SOV we�x p� °FV00 HwHFao <W"M pILknm BAGKFLOW U z PREVENTER tU U }asps° v O SECTION A SCALE: I/4" = I'-O" 2 9�9 °�0 UNu-�p ViEuN lid ��°, � ,. PLUMB I NO SUFFLY R 1 SER D I AORAM f f o N a d o o SCALE: I/4" = I'-O" - / I" MIN. 'RAFT-R-MATE" ATTIC AIRSPACE RAFTER VENT AS MANUF, BY OWE:N5 CORNING — } Q. [Q Q. O N --- N O iv 4" FRESH AIR VENT .I THROUGH ROOF I I I z � I iO O 5111 " I F- p Q z ROOFTEND 1 � O 11 OPEN P5105.1 VENT PIPES THAT EX THROU6H A ROOF SHALL BE 2 TERMINATED NOT LESS THAN b INGHE5 ABOVE THE ROOF OR b r---- --- PROVIDE ICE PROTECTION AS PER R4105271.1 WHICH CONSISTS INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, I I I I I I W OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED WHICHEVER 15 GREATER.WHERE A ROOF 15 TO Be USED FOR _ TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN ASSEMBLY,AS A PROMENADE,OBSERVATION DECK OR I I BATH I SHEET TO EXTEND A FROM EAVES EDGE TO A MIN. OF 24" I I I W O SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT I 1 I 11LL INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE ROOF I I I I V ZO PIPES SHALL TERMINATE NOT LESS THAN-1 FEET ABOVE THE I I I HURRICANE ANCHORS MANUFACTURED BY SIMP50N P9los2 FR05T CLOSURE I I I I I I d d 5TRONG-TIE CONNECTORS MODEL No. HI OR APPROVED _ WHERE THE 415 PERCENT VALUE FOR OUTSIDE DE516N 2111 EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION - TEMPERATURE 15 O'F OR LESS,VENT EXTENSIONS THROUGH A 1 1 1 2" 2"1 1F- 12 ROOF OR WALL SHALL BE NOT LE55 THAN 5 INCHES IN n 1 I 1 l 1 < I/2" GDX PLYWOOD SHEATHI - DIAMETER ANY INGREA5E IN THE SIZE OF THE VENT SHALL.BE t2 _ -- _- MADE NOT LESS THAN I FOOT INSIDE THE THERMAL.ENVELOPE I 1 14211 — , OF THE BUILDING. ALUMNIUM DRIP EDGE e 7 -. � TUB 1 1 1 VENTED VINYL SOFFIT - : c r Z "" a `/' --- t, o , c � ; `s.%� 3. G.O. 311 211 211 �� 2" 1 �, - -= }} Ixb FASCIA _--- _ - TABLE P3201.1 311 3 !K SIZE OF TRAPS FOR PLUMBING FIXTURES 211 11I1 TRAP SIZE FLUMBING FIXTURE MINIMUM ONGHM) " BATHTUB 6VTH OF WITHOUT 5HOWER HEAD AND/OR 1 1/2 R-21 BATT INSULATION 2xb G.J.a Ib OZ.W/ 4 x3 ALUMINUM GUTTERS t1'-O" O.H. R-50 BATT INSULATION WHIRLPOOL ATTACHMENTS) 11 " IAV 5"X2" LEADER BIDET I I/4 2xb RR.e 1611 O.G. CLOTHES WASHER STANDPIPE 2 R-IS GATT INSULATION DISHWASHER ON SEPARATE TRAP 1 1/2 J-1--1 FLOOR DRAIN 2 2x4 STUDS o Ib" O.G. 11 GYPSUM WALL BOARD KITWEN SINK(ONE OR TWO TRAPS,WITH OR I I/2 LU }� WITHOUT DISHWASHER AND FOOD WASTE DISPOSE 1 1" POLYSTYRENE RIGID INSULATION LALHPWn (ONE OR MORE CQMFARTI-IENITS) I I/2 Xj GDX PLYWOOD SHEATHING GOV LAVATORY I I/4 (� SHOWER(BASED ON THE TOTAL FLOW RATE 1L._ W/TYVEK HOUSE WRAP OR APPROVED THROUGH SHOVMRHEAD5 AND BODYSPRAY5) O _— WATER-REPELLENT SHEATHING FLOW RATE. f GPM AND LESS I I/2 0 1< MORE THAN 53 GPM UP TO 12.3 GPM 2 MORE THAN 12.5 GPM UP TO 25.6 6FM 4 EXISTING .(� UNFINISHED v ' SIDING AS 5ELEGTE BASEMENT BASE NOLDIN6 AS SELECTED l.0 �--� /4" PLYWOOD SUBFLOOR 311 HWH O to f �-- N O EXISTING FRAMING i INSULATION (V.LF) O 7 11 J O �- z EXISTING FRAMING < INSULATION (V.I.F CONNECT TO EXISTING WASTE La r N Id 0 � N PLUMB 1 NO PIASTE R I SER D I AORAM FRAM I NO DETAIL 4 z SCALE: 1/4" = I'-O" U-I SCALE: 1" = 1'-0" m � o �' Q i HURRICANE ANCHORS MANUFACTURED BY IA6A C H i i E c'7 S7 USP CONNECTORS MODEL No. TMU26,TMU210 t_TO D D O'C O N N E L L OR APPROVED EQUIVALENT AT EVERY 1 ARCH ITECT P.C. RAFTER TO RIDGE CONNECTION WHEN RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway U5P CONNECTORS MODEL No. ST22 OR APPROVED EQUIVALENT AT EVERY OF RAFTER Suite 120 RAFTER TO RIDGE CONNECTION Hauppauge,NY 11788 WHEN RAFTERS ALIGN NEW WALL STUDS o 16" O.G. P(631)650-6666 -ALIGN WITH STUDS BELO IF(631) 650-6667 RID C(516) 658-0325 TYPICAL 2x RAFTER (2) 2 - r 1I OUBLE RAFTER" NEW I/2" EXTERIOR 5HEATHI N5 TO NEW ADDITION N FLOOR.JOISTS ys, STRAPPING BEHIND R I DOE STRAFF I NO DETAIL SHEATHING - DIRECTLY ON i STUD- TO STUD 16 &a. COIL f STRAPPING MANUFACTURED l I I m 5CALE: 5/4" = 1'-0" BY SIMPSON STRONG-TIE I I a CONNECTORS MODEL No. 1-- C9I6 OR APPROVED EQUIVALENT �i HURRICANE ANCHORS MANUFACTURED BY RIM JOISTS SIMPSON 5TRON6-TIE CONNECTORS MODEL No. H2.5A OR APPROVED EQUIVALENT AT EVERY I a z RAFTER TO PLATE CONNECTION BOTH SIDES WHEN lJ Q }- RAFTERS DO NOT ALIGN WITH STUDS STAGGER NEW PLYWOOD V Z FROM UPPER WALL TO LOWER WALL- MODIFY EX. STUD PLATE TIES MANUFACTURED BY SIMPSON FIRST FLOOR SHEATHING v STRONG-TIE CONNECTORS MODEL No. RSP4 OR APPROVED EQUIVALENT AT EVERY STUD TO ALLOW FOR NEW o O TO PLATE CONNECTION WHEN RAFTERS DO NOT STAGGERED PLYWOOD v ALIGN WITH STUD OABLE END STUD SIMPSON STRONG-TIE CONNECTOR ~ o O 2x LAIDDER TRUSS L. #H1Z TO BE USED WHEN D EXISTING 1/2" EXTERIOR ff RAFTER ALIGNS WITH STUD EXISTING WALL STUDS o I6 O.C.RAFT 5FiEATHIN6 TO REMAIN AND ����� O LU V MODIFY FOR NEW o ~ O 2x FLY I NO RAFTER USE A MINIMUM OF TWO 8d .° `� CONSTRUCTION NAILS THIS SIDE WITH o o TOTAL OF FOUR INTO RA I I I Q w p_ o$�f t o I EXISTING FIRST FLOOR R Q vDOUBLE PLATE o ® o o \ ° ROOF ��I\ CONSTRUCTION LL '� DOUBLE TOP PLA I 1 v N u-w pFL jF in tri WH < O g I FIL IL WUI �uS��IL EXIST. DOUBLE i ; � � 51LL/BOTTOM PLATE 50�1=I.T �R�MINO DEVIL ��` �/ TERMITE SHIELD _ �_ USE SIMPSON Z-MAX OR HDG `�Q SCALE: I/2" I O" CONNECTORS TO INCREASE d 4 N o s L1 CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/ACQ LUMBER-STUDS I6" O.G. ALL NOTE: TO BE INSTALLED AS o II GI AND E 2015 IRG o I EXISTING NOTE: SPECIFICATIONS ° TWO 8d NAILS FOUNDATION WALL 51MILAR 5TA6&ERED DETAIL WITH ROOF CONSTRUCTION AT INTO PLATES RAFTER BEAM INTERSECTION 5TA66ER NEW PLYWOOD FROM UPPER ROOF TO LONER ROOF- MODIFY EX. ROOF SHEATHING 16HT 8d NAILS TO ALLOW FOR NEW STA66ERED PLYWOOD WHEN NOT ALIGNED WITH RAFTER, INTO STUDS CONNECT KIN& STUDS TO TOP PLATE, SEE ROOF STRAPPING DETAIL WRAP WW GALS. 20 &A. COIL STRAP 1�l LL S�IE T i NO DETAIL o11) R TOP TOP PLATE s NAIL ROOF STRAPP I NO DETAIL Q ROOF FRAMIMI NG SCALE: 5/4" = I' 0 —O" � O SCALE: 5/4" I'-O" z _ v fu � W CRIPPLE z ~ z z N STUDS DOUBLE TOP PLATE N � vr N � Q f z ADER WALL STUDS o 166 O.G. DOUBLE 2X STU JACK SIMPSON HDU5-SD52. Slim 16 &a.COIL 5TRAPPIN6 MANUFACTURED FULL LENGTH BY 51MP50N 5TRON6-TIE CONNECTORS WALL STUDS MODEL No. 0516 OR APPROVED EQUIVALENT a FRAMED OPE66 FOR NEW WINDOW OR EXTERIOR DOOR a �/ BOTTOM PLA RIM J015T U3 Uj<- II O ��- II Q z}- Q SUB FLOOR 1.1_I 2r NOTE: FLOOR JOIST IT— UPLIFT CONNECTION IS f � r REQUIRED AT EACH END V, CONNECTORS I I I BOTTOM OF HEADER AT ' O NO UPLIFT ' — REQUIRED T15 AREA I I I 511MS IN ADDITION TO Nov CONNECTORS AT WALL STUDS AND AT TOP AND 5/g" THREADED STEEL RO O Z N Z BOTTOM OF CRIPPLES 16 &a. COIL 5TRAPPIN67 MANUFACTURED SIMPSON HDU5-SD52. � lu BY 51MPWN 5TRON6 Now-TIE CONNECTORS L LI MODEL No. CSI& OR APPROVED EQUIVALENT ALL STRAPPING TO BE 1 _z 6 Ga. STRAP TIES MANUFACTURED INSTALLED AS PER MANUFACTURES FOLD �OY ill�l DETAIL 3 BY SIMPSON STRONG R-TIE CONNECTORS USE SIMPSON Z-MAX O HDG CONNECTORS SPECIFICATIONS AND NYS CODE QQ� MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE KALL STUDS o 1611 O.G. STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. K/ACG LUMBER. SCALE: (" = I'-O" N W FLOOR STRAPP I NO DETAIL o I FT CONNECTOR DETAIL � ° � z UPL IFT L SCALE: 5/4" = I -O 50ALE: 5/4" = 1'-0" E- tr z �r i TABLE R6O23(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS g TABLE R602.5(I) TABLE R602.5(I) BEARING WALLS NON-BEARING WALLS FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM 5PAGIN6 MAXIMUM SPACING WHEN MAXIMUM 5PAGIN6 WHEN NUMBER AND NUMBER AND TYPE 5PAGIN6 OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM 5PAGIN6 WHEN LATERALLY LATERALLY 'A R'C H I T E C T s I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER�p'c 5PAGIN6 AND LOCATION I DESCRIPTION OF BUILDING ELEMENTS OF FA5TENER Qbk STUD SIZE SUPPORTING TWO UNSUPPORTED UNSUPPORTED -: TODD O'CONNELL INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-GEILIN6 PLUS AROOF-GEILIN6 ROOF ED6E5h SUPPORTS Oe (INCHES) c 5UPPORTIN5 ONE FLOOR STUD HEIGHT STUD HEIGHT „�,.. A RCH ITECT P.C. INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE \'J211 4-8d BOX(2 }'Xo.115")ORINCHES) ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC A55EMBLY (INCHES) HEIGHT g (INCHES) g (FEET) a (FEET) WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AMC)PARTICLE BOARD WALL I BLOCKING BETWEEN GEILIN6 JOISTS OR RAFTERS 5-8d COMMON(2VXO.1319;OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602.5(5)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING) TODD O'CONNELL, AIA TO TOP PLATE 5-I0d BOX(2)4"XO.126');OR 6d COMMON 2"XO.113" NAIL SUBFLOOR HALL)I 3-3'X0.131"NAILS 30 °/a"-15' 8d COMMON(2)5"Xo.1319NAIL(roof);or RSR5-0 6 12? 1200Veterans Memorial Highway 2 s/"X 0.113" nail roof Suite 120 4-6d BOX(2 I'XO.113")OR 6d COMMON NAIL(2�'XO.15l%or R5R5-01; f 2 GEILIN6 JOISTS TO TOP'PLATE 3-8d COMMON(2 VX0.131");OR PER JOIST,TOE NAIL 51 - I� (2%'X 0.115")nail (roof) b 12 Hauppauge,NY 11788 5-I0d BOX(2 Ys"X0.128");OR 5-5"XO.151"NAILS " IOd COMMON(5"XO.148")NAIL;O 52 I Ye - I Ya„ R6d(2 Ys"XO.131'9 DEFORMED NAIL b 12 631)650-666 GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-IOd BOX(3"X0.126')OR OTHER WALL SHEATHING F(631) 650-6667 5 LAPS OVER PARTITIONS 5-I6d COMMON(5 Y2"XO.162');OR 516) 658-0325 4-3"X0.131"NAILS FACE NAIL 53 A"STRUCTURAL CELLULOSIC FIBERBOARD I A"6ALVANIZED ROOFING NAIL,7(a'HEAD 5 6 (see Section R802.52 and Table 8o2S SHEATHING DIAMETER,OR I Y4 LONG Ib ga.STAPLE WITH I"GROWN 2X4 10 24c I6� -- 24 10 7(a'or 4 GEILIN6 J015T ATTACHED TO PARALLEL RAFTER TABLE Rb023.2 I %'GALVANIZED ROOFING NAIL,7(e HEAD 2X6 10 24 24 16 24 20 24 (HEEL JOINT)(sae Section R802S2.and Table R80252) FAGS NAIL 34 2%2 STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I Yz"LONG 16 ga.STAPLE WITH 5 b if f{ fA,'tr('tlal (r+r,rt�i SHEATHIN6 7l6"OR I'GROWN FOR 51: I INCH = 25.4 mm, I FOOT = 304.amm 4-IOd BOX(5"X0.128')OR I "GALVANIZED ROOFING NAIL;STAPLE d a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LE55 THAN ONE 55 J,"GYPSUM SHEATHING GALVANIZED,I Y�"LONG;I Y4"SCREWS, 1 � �". DOLLAR TIE TO RAFTER,FACE NAIL OR I Y4"X 20ga. 5-10d COMMON(5)�"Xo.148");OR w OR S 51ME OR BR'D61N& SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED 5 RID6E STRAP TO RAFTER 4-3"X0.13I"NAILS FACE NAIL EACH RAFTER d I s/4'GALVANIZED ROOFING NAIL;STAPLE .� � WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 56 9e 6YP5UM 51 EATHIN6 GALVANIZED,I %"SGREW5,TYPE W OR 5 b. SHALL NOT BE USED IN EXTERIOR WALLS ,, 5-I6d BOX NAILS(5 Jj'XO.155")OR 2 TOE NAILS ON ONE SIDE c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN of 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET THE WALL STUDS SHALL BE INCREASED TO WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING , 5-IOd COMMON NAILS(3"XO.14b,);OR AMC) I TOE NAIL ON OPPOSITE 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. b RAFTER OR ROOF TRUSS TO PLATE SIDE OF EACH RAFTER OR s bd DEFORMED(2'X0.120')NAIL;OR b 12 7 4- "X BOX NAIL5128•);OR •RU55 5T /.i'AND LESS 8d COMMON(2 Ys"Xo.131") NAIL G!yJ° J4 N �- 4-3"X0.151"NAILS I ye",- 1„ 8d COMMON(2"X0.131•)NAIL;OR TABLE R602.10.4- BRAGINO METHODS J 4-16d(5 XO.135)OR 6d DEFORMED(2)5"XO.120")NAIL O b 12 3-lod COMMON .126 148");OR TOE NAIL 3q I Ya'- I Ya" „ FASTENERSCON GRITERI 5PAGIN6 IOd COMMON(5 X0.148'7 NAILS OR METHODS MATERIAL MINIMUM THIGKE55 FIGURE 4-IOd BOX(3"X0.128');OR b 12 " ✓ ., 'S� '1 Poor RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"X0.131"NAILS 8d DEFORMED(216"Xo.l2o")NAIL R301.2.2. PROTECTION OF OPENIN65. EXTERIOR GLAZING IN BUILDINGS LOCATED IN ROOF RAFTERS TO MININIIJM 2"RIDGE BEAM „ b FOR 51. 1 Inch o 25.4 mm,I foot 504.6 mm,I MILE PER HOUR. 0.44'1 m/s;I ksl = 6g5 MPa 3-Ibd BOX(3 Jj`X0.135)OR EXTERIOR SHEATHING PER 6"ED6E5 12"FIELD WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 2-I6d COMMON M)S"XO.162");OR TOE NAIL TABLE R6025(5) GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE 3-IOd BOX(5"XO.I28");OR a.NAILS ARE 5MOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHMN15E STATED.NAILS USED FOR FRAMING AND SHEATHING CS-WSP 5-5"XO.151"NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 60 KSI FOR SHANK DIAMETER OF 0.1912 INCH(20d CONTINUOUSLY SHEATHED 3/8u REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM E la016 AND A5TM E 1886 AS HALL COMMON NAIL),010 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.1-M INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANEL INTERIOR SHEATHING PER MODIFIED IN SECTION 301.2.12.1. GARAGE DOOR &LAZED OPENING PROTECTION FOR m DIAMETERS OF 0.142 INCH OR LE55. 0 TABLE R602.5(1)or R602.5(2) VARIES BY FASTENER WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING Ibd COMMON(315"X0.162") 24"O.G.FACE NAIL b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 9/I6-INCH ON DIAMETER GROWN WIDTH. c.NAILS SHALL BE 5PAGED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 46 INCHES OR GREATER. STANDARD OR ANSI/bASMA 115. (SEE TABLE BELOW) 8 STUD TO STUD(NOT AT BRACED WALL PANELS) IOd C3"X0.128");OR � t" N 16"O.G.FACE NAIL d.FOUR-FOOT BY 6-FOOT OR 4-FOOT BY 9 2:-FOOT PANELS SHALL BE APPLIED VERTICALLY. EXCEPTION: 5"X0.151") NAILS e.5PAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.5(2). F Ul f.WHERE THE ULTIMATE DE51ON WIND SPEED 15 150 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL Roof SHEATHING TO W GS-bb'c WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN % INCH AND A � # Ibd BOX(5)Y"XO.155%OR X Z STUD TO STUD AND ABUTTING STUDS AT INTERSEGTIN6 WALL 3"X0.131"NAILS 12" O.G.FADE NAIL GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN ISO MPH, CONTINUOUSLY SHEATHED SEE METHOD GS-WSP SEE METHOD CS-MP SPAN OF NOT MORE THAN a FEET SHALL BE PERMITTED FOR OPENING PROTECTION. d q NAILS FOR AT•TACHIN6 PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH l� WOOD 57RUGTUIZAL PANEL V CORNERS(AT BRACED WALL PANELS) �a PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING 5URROUNDINO THE F- Ibd COMMON(3 Ys"XO.I62') 16" O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND CABLE END WALLS;AMC,4 INCHES ON CENTER TO CABLE END WALL FRAMIN6. z ADJAC NT TO GARAGE J g GYPSUM SHEATHING SHALL CONFORM TO A57M G 15gb AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD SHEATHING - G?'ENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Ibd COMMON(3)5"XO.I62') 16"O.G.EACH EDGE FACE NAIL LALL CONFORM TO ASTM C 208. PREDRILLED AS REQUIRED FOR THE ANGHORA6E METHOD AND SHALL BE SECURED 10 BUILT-UP HEADER(2"TO 2"HEADER WITH A"SPACER) h.SPAGIN6 OF FASTENERS ON FLOOR SHEATHING EPOE5 APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO Z Ibd BOX 0)5"X0.135") 12"O.G.EACH EDGE FADE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.5PAGIN6 OF FASTENERS ON ROOF SHEATHIN6 PANEL EDGES APPLIES TO PANEL ED6E5 = O �- SUPPORTED BY FRAMING MEMBERS AND REQUIRED BL.00KIN6.BLOGKIN6 OF ROOF OR FLOOR SHEATHING PANEL EDCE5 PERPENDICULAR TO RESIST THE COMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH k) Z 5-8d BOX(2 VX0.1159;OR THE FRAMINGO MEMBERS S NEED NOT BE PROVIDED EXCEPTGODS.AS REQUIRED BY OTHER PROVISIONS OF THIS FLOOR PERIMETER SHALL BE EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT 4-8d COMMON(2)4"Xo.i51");OR SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. II CONTINUOUS HEADER TO STUD TOE NAIL G5-PF 4-I0d BOX(3"X0.128' I WHERE A RAFTER IS FASTEiED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TWO TOE NAILS O CONTINUOUSLY SHEATHED 7�611 SEE SECTION Rb02.lOb.4 SEE SECTION Rb02.lOb W.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE �- ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH TH15 SCHEDULE.THE TOE NAIL ON PORTAL FRAME BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 15 PERMITTED FOR 0 LL THE OPPOSITE SIDE of THE RATER SHALL NOT BE REQUIRED. V O O Ibd COMMON C31�"xo.162•) lb"o.c.FAGS NAIL �= BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE z 12 TOP PLATE TO TOP PLATE 10d BOX(3'XO.128");OR O rr Z DESIGN WIND SPEED, I5 150 MPH OR LE55. o 5"X0.131"9 NAILS 12"O.G.FACE NAIL V < 0. TABLE Ra02.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES IA" long X 0.12 dia. ��;;LL r 6-I6d COMMON(3�"XO.162"9;OR FACE NAIL ON EACH 51DE OF abed c.f a,h �� �g „ (fosrV thick sheathing) TABLE R301.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING n 0 0 o " 12-I6d BOX(3Y2"Xo.I55");OR END JOINT(MINIMUM 24"LAP FROM WIND (ASD) (POUNDS PER CONNECTION) �- d y2 or /32 for I /4' long X 0.12 dia. 13 DOUBLE TOP PLATE SPLICE 12-IOd BOX(3'xo.128");oR SPLICE LENGTH EACH SIDE OF C`-'-`'� 11 (for�/s2 thick sheathing) 5 EDbES 6' FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS ; < EXPOSURE B CONTINUOUSLY SHEATHED maximum 16 Ivanized roof) nails or 8d common U < N 12-5"XO.I51'NAILS END JOINT) STRUCTURAL FIBERBOARD `3° roofing FASTENER 5PAGIN6 a_ ULTIMATE DESIGN WIND SPEED Vult (mph) Stud spacing (2Y," long x 0.151"dia)nails N g `"ro o RAFTER OR ROOF SPAN 130 mph i4o mph p FASTENER TYPE 4 FOOT 6 FOOT o p p PANEL SPAN < PANEL SPAN < PANEL SPAN _ o w v TRUSS SPAGIN6 (FEET) 2 <4 FOOT <_6 FOOT <_8 FOOT 3 �"s � O ROOF PITCH ROOF PITCH FOR 51; 1 INCH = 25.4 mm, I FOOT = 304.8mm, I degree = O.OI"f5 rod, I pound per ScLuare foot=47.8 N/m , I mile per hour = 0.447 m/s. x 10 V Ibd COMMON(315"X0.162') Ib'O.G.FADE NAIL <5:12 >_CH <5:12 >_CH a. Adhesive attachment of wall sheathing Including Method 6B, shall not be permitted In Seismic Design Categories C, Da, DI and 02. NO. 8 WOOD SCREW o°�)-��a< - b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall BASED ANCHOR WITH 2 16 10 8 g < o 14 BOTTOM PLATE TO JOINT',RIM JOIST,BAND JOIST OR I6d BOX 0)VXO.lss•);OR 12 q5 b8 122 115 of the ara e. In Seismic Design Categories D D and D roof coveringdead load shall not exceed 3 sf. BLOCKING MOT AT BRACED WALL PANELS) 12"O.G.FACE NAIL g 9 g g o' 1' 2 p INCH EMBEDMENT LENGTH h w o LL 5"xo.131") MAILS 18 122 112 I57 146 c. 6orage openings adjacent to a Method G5-6 panel shall be provided with a header in accordance with Table RbO2.5 (1). A full 24 14cl 137 Iq2 175 height clear opening shall not be permitted to a Method C5-G panel. N 5-16d BOX f3 Y,"xo.l3s");OR 5 EACH 16'O.G.FACE NAIL 28 167 155 216 200 g p g p p NO. 10 WOOD SCREW < z o BOTTOM PLATE TO JOINT',RIM JOIST,BAND Jo15T OR 2-I6d COMMON 0)5'XO.I629,OR 2 EACH 16'O.G.FACE NAIL 12" O.G. d. Method 05-SFB does not apply in Seismic Design Categories Do DI D2. o N LL w o o_q j I5 BLOGKIN6(AT BRACED WALL PANELS) 4-5"XO.151"NAILS 4 EACH 16'O.G.FACE'NAIL 32 2 5 186 2400 64 222 ' ' BASED ANCHOR WITH 2 I6 12 q ,T N T ffitps� e. Method applies to detached one and two-family dwellings In Seismic Design Categories DOthrough D2only. �w-+�INCH EMBEDMENT LENGTH o 4-8d BOX(2 J"XO.115");OR 42 250 211 500 278 ��> �ou•a 3-16d BOX(5 Y2"XO.135"9;OR 48 255 236 336 511 y4 INCH LAG SCREW ~9 OWL 0m U 0 4-8d COMMON(2 Ys"XO.I51");OR TOE NAIL l2 I26 117 162 l50 4-Iod BOX 0"X0.128");OR TABLE R-02.10.5 I6 TOP OR BOTTOM PLATE'1O STUD 4-3"X 0.131 NAILS 8 162 14 2oq Ici4 24 Iqa lag 255 237 MINIMUM LENGTH OF BRACED WALL PANELS NCH EMBEDMENT LASED ANCHOR I ENGTH 16 I6 16 -� N ` o o 5-I6d Box(3�•xo.155");OR „ 28 222 203 287 266 �a, a 2-I6d COMMON(5 Ys'XO.162");OR END NAIL 16 O.G. METHOD MINIMUM LENGTH 3-IOd Box(3"X0.128');OR 32 246 226 31ci 2e-15 (INCHES) CONTRIBUTING m Q 5-5"X0.131'NAILS 36 270 247 351 525 ,4CJAGENT CLEAR WALL HEI&Hr LENGTH a. THIS TABLE IS BASED ON 180 MPH ULTIMATE 42 306 281 3qq 1 370 OPENING HEIGHT 6 FEET q FEET 10 FEET 11 FEET 12 FEET (INCHES) DESIGN WIND SPEED AND A 55 FOOT MEAN ROOF 5-lod BOX(3150.1281);OR F 48 1 545 514 447 1 414 (INCHES) 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(5 VX0.1629;OR FACE NAIL CS-WSP <64 24 27 30 53 56 ACTUAL EXPOSURE G HEIGHT. 5-3'xo•131'NAILS FACE FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 5-ed Box(2 °(2 Y2" ");OR ULTIMATE DESIGN WIND SPEED Vult (mph) FASTENERS SHALL BE LOCATED NOT LE55 THAN 2-10 COMMON(212b%131");OR INCH FROM THE EDGE OF THE PANEL. 18 I'BRACE TO EACH STUD AND PLATE 2-IOd BOX(5"X0.128');OR FAGS NAIL RAFTER OR ROOF SPAN 130 mph 140 mph 2 STAPLE5 1 s/4' TRUSS 5PAGIN6 (FEET) TABLE R50-1.2 C. ANCHORS SHALL PENETRATE THROUGH THE d Box xo.n ;oR ROOF PITCH ROOF PITCH 2-6d COMMON(2)5"XO.151"9;OR DECK LEDGER CONNECTION TO BAND JC15TQb EXTERIOR WALL COVERING WITH AN EMBEDMENT 14 I" X 6"SHEATHING To EACH BEARING 2-10d BOX(5"X0.128');OR FACE NAIL <5:12 >5:12 <5:I2 ?5:12 LENGTH OF NOT LESS THAN 2 INCHES INTO THE 2 STAPLES,I"CROWN,16ga.,l %"'LONG 12 161 151 Iq8 186 (DECK LIVE LOAD=40 P5F, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 P5F 5-6d BOX(2 "Xo.ns");OR 18 205 Iq5 257 242 - BUILDING FRAME. FASTENERS SHALL BE LOCATED Z 5-5d COMMON(2 Ys•XO.151');OR 24 256 23q 317 211a CONNECTION DETAILS JOIST SPAN NOT LE55 THAN 2 )/2 INCHES FROM THE EDGE OF THE 5-10d BOX(3"XO.12&9;OR 6'AND LE55 6' 1•To 8' 8'1'To 10' lo'I TO 12' 12'1 TO 14' 14'I"TO I6' 1&1 TO 18' 28 28q 26q 358 335 CONCRETE BLOCK OR CONCRETE. 5 STAPLES,I'GROWN, Ibga.,l 5/4"LONG 121, O.G. 32 521 21iq 3cla 5-15 ON-CENTER 5PAGIN6 OF FASTENERS z 20 1 x 8"AND WIDER SHEATHING To EACH BEARIN6 WIDER THAN I"X 8" FACE NAIL 36 555 3211 43a 411 INCH DIAMETER LA6 5CREW c,d 50 23 16 15 13 11 l0 d. PANELS ATTACHED TO MASONRY OR O O WITH j INCH MAXIMUM SHEATHING MASONRY/STUCCO SHALL BE ATTACHED U51NO E- 4-6d BOX(2 J'XO.113");OR 42 402 375 4qq 465 p 5-8 Y�d COMMON(2 •XO.151%OR 48 450 420 560 524 M INCH DIAMETER MAXIMUM SHEAATHTINNG& WITH INCH 56 56 54 2,11 24 21 Iq VIBRATION-RESISTANT ANCHORS HAVING AN 5-lod BOX 011Xo.128'7;OR I Z 12 214 20l 263 247 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS � O 4 STAPLES, I"GROWN,I6 a.,l %"LONG INCH DIAMETER BOLT WITH I-INCH 56 56 2q 24 21 18 16 g 8 277 25q 342 322 MAXIMUM 5HEATHIN6e THAN 1500 POUNDS. z ►- FLOOR 24 540 318 422 3q6 - 'X0.113");OR FOR SI: I Inch ■ 25.4 mm,I foot ■504b mm,I pound per square foot ■ 0.04-i1 kPa 4-8d BOX(2 Q ib O.G. 28 384 358 476 446 a.Ledgers shall be flashed In accordance with Section R703.4 to prevent water from contracting the house band Joist. 3-8d COMMON(2 JVX0.131•);OR 32 427 341a 521 4416 b.Snow load shall not be assumed to act coresurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* A5 PER 21 JOIST To SILL,TOP PLATE OR GIRDER , 5-I0d Box(3"X0.128');OR TOE NAIL 36 46q 438 583 547 c.The tip of the lag screw shall fully extend beyond a inside face of the band joist. TABLE R301.7 5-5"XO.151' NAILS 42 535 4qq 664 622 d.Sheathing shall bo wood structural panel or solid sawn lumber z 6d BOX(2 "XO.113"9 4"O.G.TOENAIL e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing. O O RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON(2)VXO.131");OR 48 5qq 5" 745 bq7 Up to 1/2-Inch thickness 0 stacked washers shall be permitted to substitute for u to 1/2-Inch of allowable ALLOWABLE v Z 22 , sheath) thickness where combined with wood panel r lumber sheathing. p STRUCTURAL MEMBER PLATE(ROOF APPLICATIONS ALSO) IOd BOX(3 X0.128);OR b"O.G.TOE NAIL "g P 9• DEFLECTION 5"X0.151"NAILS FOR SI: I INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, cV N - a 2 xo.115 ;oR s I If 14.6 N/m RAFTERS HAVING SLOPES GREATER THAN 5/12 L/180 O O 2-6d COMMON(2)5"XO.151'9;OR I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.q N/m , p TABLE R50�.2.1 WITH No FINISHED GEILIN6 ATTACHED TO n 25 1' X 6"5UBFLOOR OR LESS TO EACH JOIST 5-10d BOX('3"X0.126");OR FACE NAIL PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS 2 STAPLES,I"CROWN, lbga.,1 5/4"LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 53 FOOT MEAN ROOF i Q HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXI-05URE D, THE UPLIFT INTERIOR WALLS AND PARTITIONS H/Ia0 24 2'SUBFLOOR TO JOIST OR GIRDER 3-I6d BOX(ON(5 2'XO;OR MINIMUM END AND EDGE DISTANCES AND SPAGIN6 BETWEEN ROWS BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE 2-Ibd COMMON l5 J5'Xo.162') FLOORS L/360 TABLE U51N6 THE NEXT HIOHEST TABULATED ULTIMATE DES16N WIND SPEED. THE TOP EDGE BOTTOM EDGE ENDS ROW 5PAGIN6 25 2'PLANKS(PLANK i BEAM-FLOOR t ROOF) 5-I6d BOX(5Yz'xo.155");OR AT EACH BEARIN6,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE GEILIN6 WITH BRITTLE FINISHES (INCLUDING L/360 2-Ibd COMMON(5)1"Xo.162") TABULATED FORGES FOR EXP05URE G AND D OR FOR THE OTHER MEAN ROOF LEDGER° 2 INCHE5d 5/4 INCH 2 INGHESb 15/6 INGHE5b PLASTER AND STUCCO) 5-16d COMMON(5 J"XO.162'9 HEI&HT5. CEILINGS WITH FLEXIBLE FINISHES (INGLUDIN6 L/240 4-10 BOX(5•Xo.128'7;OR BAND JOIST` 5/4 INCH 2 INCHES 2 INGHE5b 15/6 INGHESb 26 BAND OR RIM JolST TO,JOIST 4-5"xo•151"NAILS,OR b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 11 GYPSUM BOARD) 4-3"X 14go.STAPLES,a,CROWN �'D NAIL ASSEMBLY DEAD LOAD OF 15 PSF. ALL OTHER STRUCTURAL MEMBERS L/240 NAIL EACH c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF FOR I 5.4 MM LAYER S O O a. L A6 S SCREACREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R50'12.1(1). EXTERIOR WALLS - WIND LOAD° WITH PLASTER OR H/360 20d COMMON(4'X0.142 .G`);OR 52"O .AT TOP AND BOTTOM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. AND 57A56ERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL 6OVEIRN. STUCCO FINISHES '' II '' 10d BOX(3"XO.126");OR 24"O.G.FACE NAIL AT TOP MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF L.AS SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R50?2.1(I). EXTERIOR WALLS - WIND LOADS' WITH OTHER H/240 2-1 BUILT-UP 61RDERS AND BEAMS,2-INCH LUMBER LAYERS 5"X0.131"NAILS AND BOTTOM STAGGERED ON J-t-� OPPOSITE SIDES CORNERS. BRITTLE FINISHES AND: e. FOR BUILDIN55 WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED 2-20d COMMON(4•XO.112%OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGE5 SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THI5 TABLE: R402.1.4 - 2020 NEW PORK STATE ENERGY CONSERVATION CODE EXTERIOR WALLS - WIND LOADS` WITH FLEXIBLE H/120d � 5-IOd Box C3"x0.128'7;OR AT EACH SPLICE REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED 3-3'X0.131'NAILS FINISHES. FORGES. EQUIVALENT U-FACTORS 4-16d BOX(5 (5)a"5')QR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT LINTELS 5UPPORTIN5 MASONRY VENEER WALLS's L/600 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-Ibd COMMON .126 0.162');OR AT EACH JOIST OR RAFTER CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 If FOR EACH FULL 4-loa Box(3"X0.128');OR FACE NAIL P CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT FOR THE PURP05E OF THE DETERMINING DEFLECTION LIMITS K 2q BRIDGING OR BLOCKING TO JOIST u 4-5"XO.151 NAILS WALL ABOVE. FENESTRATION SKYLIGHT GEILIN6 FRAME WALL MA55 WALL FLOOR BASEMENT WALL CRAWL SPACE a. 2-lod 0"xo.128')or 2-8d common EACH LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN , , EACH END,TOE NAIL (2)5 x o.131,,or 2-3,X 0.151)nails SHALL BE PERMITTED. (1 Z h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGIN6 SHALL BE PERMITTED ,f , 0 J, A5 AI TIMES THE COMPONENT AND GLADDIN6 (ASD) LOADS t ) " 1 TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. �4' �f 0.32 / 0.55 .` ! % 0.026 0.060, J O.OgB" ,F 0.04-i% 0.05q / 0.065 -' .' OBTAINED FROM THE TABLE R301.2(2). b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. I- 5 0.50 0.55 0.026 0.060 0.052 0.055 0.050 0.055 c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN TABLE R602.5(5) ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO O v 11 1 WOOD PANEL WALL 5HEATHIN6 FASTENING SCHEDULE aba AS MAX. AS MAX. COVERS, NOT SUPPORTING EDGE OF OLAS5, THE CONTINUOUS PROPOSED AS MAX. -V,I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. ALUMINUM STRUCTURAL MEMBERS 5UPPORTING EDGE OF N hsTRjiC WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DE516N WIND -V.I.F. -V.I.F. THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED MINIMUM NAIL PANEL NAIL 5PAGIN6 STRUCTURAL PANEL THICKNESS STUD 5PAGIN6 SPEED V T(MPH) GLASS,SIZE PENETRATION PANEL SPAN (INC4M) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY L/175 FOR EACH 5LAS5 LITE OR L/60 FOR THE ENTIRE (INCHES) RATING (INCHES O.G) (INCHES OZ) B G D IS 24/0 3i8 Ib b I2 I4O 115 Ilo LENGTH OF THE MEMBER, WHICHEVER 15 MORE 5TRIN&ENT. x bd COMMON TABLE: R402.1.2 - 2020 NEW PORK STATE ENERGY CONSERVATION GODS FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF n "� (2.0"Xo.11319 5UNROOM ADDITIONS OR PATIO GOVER5, THE TOTAL LOAD l�- 8d COMMON 16 6 12 1'10 140 155 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. Z (2.5"XO.131") I?5 24/Ib 1A6 24 b 1 12 1 140 us 110 d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM 3± FOR 51: 1 Inch - 25.4 mm, I MILE PER HOUR- 0.441 m/s GLAZED BOARD FIN15H SHALL BE LIMITED TO AN ALLOWABLE a.PANEL 5TRENOTH AX15 PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD 5HEATHIN6 WITH STUD SPAGIN6 MORE THAN 16' DEFLECTION OF H/180. La ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION GEILIN6 WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE C. REFER TO SECTION R703.8.2. b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AMC)AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R3012. U-FACTOR b U-FACTO SHGC b'e R-VALUE R-VALUE R-VALUE i R-VALUE R-VALUE ` 4 DEPTH d WALL R-VALUE e LATERAL BRACING REQUIREMENT5 SHALL BE IN ACCORDANCE WITH SECTION R602.10. c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 2O OR 10 CONT. OR 10 CONT. OR N SPAN RATING. PLYWOOD SIDINS RATED I6 O.G.OR 240.C.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/I6 SPAN RATING. / 4 0.32 ; 0.55 ,'" . 0.40 r '` 4a 8/13. ' Iq 10 / 2FT.. WALL-16 AND PLYWOOD SIDING I6 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN I6"ON CENTER e' / �. / I3 + 5 h 13 CAVITY ' ,.' ;', 13 CAVITY 0 N O 5 0.50 0.55 NR 41 20 OR 13/17 509 15 CONT. OR 10 / 2FT. 15 CONT. OR 0 O Z z 13 + 5 h IQ CAVITY lei CAVITY I n 4 z • AS MAX. A5 MAX. I- _ PROPOSED AS MAX. -Y.I.F. A5 MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. #�.. LU REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES < I i '111"T, GOUTIN0005 BEAD SEALANT { A1tCH.1."C EC7S TODD O'CONNELL _ MANUFACTURED THIN-PROFILE • ED AIR SPACE j 1 j_A,R C H I T E C T P.C. �X15TINS ATTIC VENTILATION BAFFLE IT FLOOR ASSEMBLY (FULL WIDTH ATTIG INSULAITON / € - TODD O'CONNELL, AIA }� RI61D INSULATION ff TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200Veterans Memorial Highway PTIONAL ,i '�•'+ Suite 120 INTINUOUS MINIMAL e�evATioN / COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 EXPANDING FOAM AT ;; CAVITY INSULATION WINDOW PERIMETER ;`' t'+,? Xi'ANDIN6 FOAM AROUND / A CONTINUOUS AIR BARRIER SHALL BE INSTALLED P(631)650-6666 • •° THE PERIMETER OF LOOSELY �� IN THE BUILDING ENVELOPE sECTiory GUT RI61D INSULATION NTINUOUS BEAD GENERAL REOUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SMALL NOT BE USED AS F(631) 650-6667 OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(516)658-0325 EILIN6 6YPSUM BOARD AS AIR BARRIER RI61D INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE Exi5nN&BAND JOIST INSULATION SEALED rprrf�Ii:=,dia,rr,(,"a RETROFIT WITH I I/2"R1010 INSULATION RIOR INSULATED` ;trr f s trrrlsi,rr. rrr3 ONTINUOUS BEAD NAL,L THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT 1-0 INDOW UNIT AS OF SEALANT 4-00500 Scalers/4' • ' • SHALL BE ALIGNED WITH THE INSULATION AND ANY AIR BARRIER NTINJOUS BEAD GEILIN6 / ATTIC THE INSULATION IN ANY DROPPED GEILIN6/SOFFIT OF `+E 6AP5 IN THE AIR BARRIER SHALL BE SEALED THIN-PROFILE ATTIC EAVE BAFFLE AND VENT SHALL BE ALIGNED WITH THE AIR BARRIER f' IN AGGE55 OPENINGS, DROP DOWN STAIRS OR KNEE CONTINUOUS MINIMAL EXPANDING FOAM AT NTINJOU5 MINIMAL SHALL BE EALEDNGONDITIONED ATTICS SPACES � 5-01004 Scale:8/4" ■ I'-O' WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME I BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE p I " 6YP5UM BOARD WALL5 CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE 16 tt.m:b �� N I _ CONTINUOUS BEAD ANUFACTURE0 RECESSED LIGHT THE JUNCTION OF TOP PLATE AND THE TOP OF OF R-5 PER INCH MINIMUM it, F SEALANT I " X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO BE SEALED ��i �O ATTIC INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED ¢ d EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT I ! FOHE�SIVEEAD 1 a " f AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER ONTINUOUS BEAD INDOW UNIT AS -SEALANT AIR BARRIER t r ? ' ;' r ' WINDOWS, SKYLIGHTS, AND DOORS , NSULATED EXTERIOR ,4 THE SPACE BETWEEN WINDOW/DOOR JAMBS AND WALL FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1!� • ,. CONTINUOUS MINIMAL EXTERIOR WALL SEALED m EXPANDING FOAM AT SHEATHING ANDIN6 FOAM SEALANT WINDOW PERIMETER AT PERIMETER i- 2�3TUD GORNETi WITH Ix4 BACKER NTINUOUS BEAD RIM J015T RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED N OF SEALANT CONTINUOUS BEAD YWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED Z O SEALANT 5-00006 5caler5/4' ■ I'-0° GESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES 8 THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY g NTINUOUS BEAD I ONTINUOU5 BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH -1 OF SEALANT OF ADHESIVE THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION NTINUOUS BEAD AIR SFJALING AT REGE9 W LIGHTING IN ATTIC INSTALLED ON THE UNDER5IDE OF FLOOR FRAMING AND p NTINJOU5 SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL V Z -FULL WIDTH OF MUDSILL NTINUOUS BEAD 542a1 scab 5/4' ■ 1'-0" PERIMETER FLOOR FRAMING MEMBERS _ " OF ADHESIVE CRAWL SPACE WALLS OUNDATION WALL I ' NTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, U A5 AIR BARRIER OF SEALANT BE COVERED WITH A CLA55 I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE �'o � u U_ NGRETE SLAB AS ' c WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS O ~ O ° AIR BARRIER ~µ� SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE ° ° ---FLOOR ASSEMBLY LOCKING AS REQUIRED PENETRATIONS SHAFTS OPENING TO EXTERIOR OR °o UNCONDITIONED SPACE TO BE SEALED s a CONTINUOUS BEAD YPSUM BOARD BOX BATTS IN NARROW GAYITIES SHALL BE GUT TO FIT, OR IP e ° F SEALANT NTINIOUS BEAD ENCLOSURE NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ' ° OF SEALANT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE ATTIC INSULATION CAVITY SPACE _•^1. _ GARAGE SEPARATION - , s o 1= 1 i NTINUOUS BEAD FCEILIN6 JOIST O W V r ! OF SEALANT t "t, f{ AIR SEAL BETWEEN GARAGE AND CONDITIONED I�, Q O NTERIOR 6YMSUM ; _--- —. SPACE o< <rz Q V f- RECESSED LIGHT FIXTURE5 INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE < O WALLBOARD AS BARRIER s RECESSED LIGHTING ►- Q O BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED d OImINI FMINIL o CONCEPTUAL AIR SEAL I NO 5TRATEOY // CONCEPTUAL AIR SEAL I NC 5TRATE5Y // CONCEPTUAL AIR SEALING STRATEGY --�� TO THE DRYWALL AIR TIGHT AND IG RATED o�� �►- LOWER WALL 5EGTI ON UPPER WALL 5EGT1 ON AT UPPER FLOOR BAND JOIST `� �` — P UMBING AND I I G BATT INSULATION SHALL BE OUT NEATLY TO FIT Q ` L A W R N AROUND WIRING AND PLUMBING IN EXTERIOR 5-02oll5cab:s/4• ■ I'-o° XPANDIN6 FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION 5-02002 Sca I e:5/4II 1'-O II 5-02005 5ca I e:514II = I'-O II oNTl us PERIMETER READILY CONFORMS TO AVAILABLE SPACE SHALL ��j v O� SEALANT OF EXTEND BEHIND PIPING AND WIRING F , g m O 0 o � RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS GYPSUM BOARD SHOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO SHOWERS AND RECESSED LIGHT FIXTURE ADJACENT TO 5HOWER5 AND TUBS SHALL TUB5 SHALL BE INSULATED =O =o- INSTALL I RI61D INSULATION INSTALLED D RIN&DF .AMIN6 ON SEPARATE THEM FROM THE SHOWERS AND TUBS • I _ a- GUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND m O s p RAFTERS FROM SEAL BOTH AR SMINB AT FZUrXW L16HTINS IN A1710 EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXE5 OR I" RI610 INSULATION SIDES ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH GUT AROUND 040"'c EXPANDING FOAM SEALANT. VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5-020�o scab:s/4• ■ I'-0" HVAG REGISTER HVAG REGISTER BOOTS THAT PENETRATE BUILDING Y < -AIR SEAL PERIMETER TILATION CHUTE FOR LENGTH OF R1610 INSULATED LIN51ULATED EXTERIOR 5OOT5 THERMAL ENVELOPE SHALL BE SEALED TO THE m WITH EXPANDING ATTIC INSULATION WALL SUBFLOOR OR DRYWALL / FOAM SEALANT ;..- EXTERIOR WALL' WHEN REQUIRED TO BE SEALED, CONGEALED FIRE INSTALL I" RI61D INSULATION SHEATHIx6 CONGEALED SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER VERTICALLY TO CONNECT INSULATING SHEATHING TO RI61D 6-STUD CORNER WITH RIGID IN5U1 ATIOH THAT IS RECOMMENDED BY THE MANUFACTURER. INSULATION BAFFLE. ��-- / FOAM SEAL BOTH JOIN t NOT BE USED TOCAULKIN5 OR TFILRL VOIDS BETWEEN FIREVE SEALANTS 5-0000T Scalers/4° ■ I'-0" F- SPRINKLER COVER PLATES AND WALLS OR � CEILINGS r ONTINUOUS BEAD —� L I OF SEALANT " RI61D INSULATION NTINUOUS BEAD I z 1 OF SEALANT �RIOR INSULATED RI61D INSULATION I p WALL ". , IDE BLOGKIN6 AT STUD CAVITY AT SHOWER J z 1A L-RIOR INSULATED AT EXTERIOR WALL I 1 ONTINUOU5 BEAD OF I z ~ I NSTALL INTER OR SHEATHING MATERIALS R-VALUES - r RI&D INSULATION AS ATTIC EAVE BAFFLE GUT I"EXTERIOR INSULATIoN SHEATHINs AS I t" I PRIOR TO INSTALLATION OF 0 A}ZOUND MANIFAGTURED VENT ATTIC SAVE BAFFLE AND VENT 1 W PREFAB FIREPLACE UNIT EMENT BAGKERBOARD MATERIAL R-VALUE tp 5-0I006 5=1e:5/4' ■ 1'-0' S-01005 ler3/4" ■ I'-0' 1 I .•.I TUB SURROUND FINISH 4 0 I i FAB TUB UNIT TILE SURROUND FINISH FIREPLACE v z --CEMENT BAGKERBOARD I 1 UNIT 1 BUILDING BOARD T ALLBOTH I" RI61D INSULATION I NSULATED PROVIDE BLOGKIN6 AT I I �BEYONDTUB �w GYPSUM WALL BOARD O'2") 0.45 O tl�J I O AT BOTH HORIZONTAL AND NSULATED EXTERIOR I �.„ EXTERIOR STUD CAVITY AT TUB I GYPSUM WALL BOARD DRAINAGE P VERTICAL POSITIONS 1 0.5625 N 1 STUD WALL II I STUD WALL AT EXTERIOR WALL I ONTINUOUS BEAD c La I I (LEAVE$"GAP FOR ExPANDINs FOAM) THIN PROFILE WALL SHEATHING I I OF SEALANT „ t- INSTALL EXPANDING FOAM I = l PLYWOOD a'2 ) 0.62 INSULATED EXTERIOR , SEALANT AT INTENTIONAL 6AP5 THIN PROFILE STUD WALL PLYWOOD (5/4 ) 0.ct4 AT I" RI61D INSULATIO EX AT FLOOR I IN ?;'t•'';;+ ASSEMBLY I I CONTINUOUS BEAD OF 1 ONTINUOU5 BE SEAL,gNT --CAVITY INSULATION ( I NTINUOUS BEAD OF I I OF SEALANT MINIMUM 4" DRIP 1 ANUF. SHOWER M I SELANT — SIDING In RI61D INSULATIO M " j PAN --% ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 SOFFIT GL ANDIN6 FOAM XPANDIN6 FOAM ---WOOD FLOOR ASSEMBLY— ALUMINUM/ VINYL SIDING a2" INSULATION) 1.50 D FRAME FLOOR n, 1 ASSEMBLY 1 ' ..:j OD FRAME FLOORINCc 1� FLOOR ASSEMBLY HARDWOOD FLOORING (5/") Ohe8 INSULATED CANTILEVER FLOOR// 4 LU CAVITY INSULATION WITH 1"RI61D INSULATION CLOSURE 5-010141 5ca1e " . " TILE O.OS 0y !�W "3/4 I-0 AIR SEALING BEHIND sFIOWl3t WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH +il�L THIN-PROFILE SHEATHIN5 FIREPLACE A55EMBL.Y THIN-PROFILE 5HEATHIM&//SM11ON CARPET WITH FIBER PAD 2.05 0 0 1< 5-0Ioo-t scalers/4' ■ I'-0" 5-01012 :5/4' ■ I'-0" 5-0100"1 scalers/4• ■ I'-0' CARPET WITH RUBBER PAD 1.25 Q Z ATTIC INSULATION 5ca1e �� !Z- : I{ EILIN6 FRAME I FLOOR GRILLE AIR SPACE a'2" UP TO 4") I.00 L UA " TH INTERIOR OF LOOR DUCT BOOT ELECTRICAL WIRE RI61D ATTIC AGGE55 TO NTINUOUS BEAD OF INSULATION +I' OF INSULATION SEALANT ROOFING O v LEVEL B FLOOR TOP PLATE nn _ AGGE55 PANEL PLUMBING PI ', 11 11 1 ASPHALT SHINGLES 0.44 RAW AGGE55 PANEL TOP PLATE-----' NSULATED FLEXIBLE DUCT O Q SNUG WITH PERIMETER EXPANDING FOAM XPANDIN6 FOAM WOOD SHINGLES O.ci7 SCEK SEALANT TIE AT INNER LINER SEALANT TRIM A5 REQUIRED ASTIG AT INNER LINER STUD n W TIE AT OUTER LINER 1!- INISH GEILIN6 �-L SW DOORS r z WOOD, SOLID GORE (I s/4") 2.17 INSULATED METAL DOOR (2") 15.00 p AIR SEALING AT ATTIC HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL.AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 less/4" ■ I'-0• 5-01025 5401e6/4• ■ I'-O" 5-01053 5ca1e.5/4• ■ I'-0• 5-01024 scale:s/4• ■ I'-0" POURED CONCRETE PER I" O.OS 0 f f j < z W � I GENERAL CONDITIONS FIREPLACE ASPHALT ROOF 5HINOLE5 2020 NYSEGG -AIR LEAKAGE: 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS'" AS PER ASCE UNLESS OTHERWISE NOTED, GENERAL FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rg R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE BUILDER OR RE615TERED 7-16 - CHAPTER 3 TABLE 05.105.2 -JOINTS, PENETRATIONS, AND ALL L H" CONDITIONS OF THE. CONTRACT FOR TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENIN05 IN THE DF-510N PROFE55IONA:L AND POSTED IN THE UTILITY ROOM OR OTHER APPROVED LOCATION LOAD CONSTRUCTION, AIP% DOCUMENT-201 PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE IN51DE THE BUILDING. COMPONENT (psf) L✓s L/s 4/87 SHALL APPLY. THE CONTRACTOR WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE D MAXI I ' SHALL OBTAIN CERTIFICATE OF FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. R402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE WEATHER-STRIPPED AND INSULATED G E I L I N G 5 -� `--� A R C H 1 T E C T S TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ACOUSTICAL FIBER BOARD 1.0 NO NOTCHES D/g MAX A R C H TODD I T E C T EC. OCCUPANCY. SUBSTITUTIONS SHOULD OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IC, � ITTED --i f-- �D(,�,GTu,s,L DEPT�U .� R C H I T E C T P.C. NOT BE MADE WITHOUT WRITTEN 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO GYPSUM BOARD (per INCH thickness) O55 /6 MAX. ` AUTHORIZATION BY THE ARCHITECT. FLUE WHEN NOT IN USE PROVIDE OVER 1 # ASPHALT F ICE AND WATER PENETRATIONS, OR TYPE IC, OR NON-IC R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR (I/2 INCHES) (2.2) THE PREMISES SHALL BE KEPT FIREPLACE OPENING WITH 6LA55 BARRIER APPLIES AT EAVE5, RATED INSTALLED INSIDE AN LEAKAGE TO < 3 AIR CHANGES PER HOUR. (5/6 INCHES) (2.75) I I D/b MAX.FOR TODD O'CONNELL, AIA REASONABLY CLEAN AT ALL TIMES. DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY MECHANICAL DUCT ALLOWANCE 4.0 �g 1200Veterans Memorial Highway R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE suite 120 AT THE COMPLETION OF WORK, THE NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM INSTALLED IN ACCORDANCE WITH THE CRITERIA L15TF-D IN TABLE 402.4.1.1. WHERE REQUIRED SUSPENDED STEEL CHANNEL SYSTEM 2.0 FLOOR JOIST- CENTER GUTS NOMINAL IN CONTRACTOR SHALL REMOVE ALL LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NEGE55ARY FOR A COMBUSTIBLE MATERIALS AND 3 DIMENSION Hauppauge,NY 11788 WASTE MATERIALS, TOOLS, RUB VERIFY WOOD FURRING SUSPENSION SYSTEM 25 RUBBISH, W FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND . ETC., GLEAN CLASS AND LEAVE WORK 4" NON COMBUSTIBLE FIRE STOPPING ROOFING, IS TO BE APPLIED IN STRICT VERIFY COMPLIANCE. P(631)650-666 BROOM GLEAN UNLESS OTHERWISE BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: F(631) 650-6667 SPECIFIED. THE CONTRACTOR SHALL CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER R402.4.1.2: TE5TIN6 - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS G O V E R I N 6 5, ROOF, AND WALL C(516)658-0325 CARRY WORKMAN'S COMPENSATION CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED HAVING < 3 AGH50 IN GZ4A, 5, A6A. TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD ASPHALT 5HINOLE5 2.0 I I D/4 MAX. „. ,.. .. . AND GENERAL LIAE31LITY INSURANCE. FOUNDATION WATERPROOFING SAMPLES OF THE 5HINOLE5 FOR CEILINGS, WALLS, AND FLOORS. PARTY. I I �r r,C f s� ��t" �i>�+ rig • 7 iF 6YP5UM SHEATHING, 1/2-In. 2.0 ALL SHALL COMPLY WITH STATE AND INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO I No NOTc+Es rr'( "aft f•r-1f'::r.; .rraf 1: LOCAL CODES AND ORDINANCES. THE FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING FUEL-BURNING APPLIANCES REQUIRE INSULATION, ROOF BOARDS (per Inch thickness) I ---PERMITTED-I :10 (ACTUAL DEPTH) -MATERIALS AND EQUIPMENT MUST BE SPECIAL CARE. FIBERBOARD 1.5 CONTRACTOR SHOULD FULLY S.S.G. 153 TYPE-I) MEMBRANE TO BE PERLITE Ob GUARANTEE HIS WORK AND THE WORK EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES /4 MAX. CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE POLYSTYRENE FOAM o.2 I OF HIS SUBCONTRACTORS FOR A FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION INSTALLED CONTINUOUS TO THE OUTSIDE URETHANE WITH FOAM FOAM 0.5 Vic`_ vim o PERIOD OF ONE YEAR AFTER EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. PLYWOOD (per 1/6-In. THICKNESS) 0.4 COMPLETION OF THE PROJECT UNLESS FACED FIBEROLA55 BATT INSULATION -MATERIALS AND EQUIPMENT MUST R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER BOXES SHALL BE SEALED. FLOOR JOIST- D curs OTHERWISE SPECIFIED. ALL WORK BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE RIGID INSULATION, 1/2-In. 0.75 EN C FIRE BLOCKING R405.5.3: DUCT TE5TINC - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE. SHALL BE PERFORMED IN EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. SKYLIGHT, METAL FRAME, J" WIRE 6LA55 6.0 „ vo FIRE BLOCKING SHALL BE PROVIDED EXCEPTION: DUCT LEAKAGE TEST IS NO- REQUIRED WHERE THE DUCTS AND AIR (G O ACCORDANCE WITH GOOD BUILDING WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL WOOD SHEATHING (PER INCH THIGKNE55) 3.0 W _0� AS PER SECTION R502.13 OF THE HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. PRACTICES. THE CONTRACTOR SHALL FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING RESIDENTIAL CODE OF NEW YORK WATERPROOFING MEMBRANE 16j F' INDEMNIFY AND HOLD HARMLESS THE FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER J STATE, TO GUT OFF ALL CONGEALED R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR PLENUMS BITUMINOUS, SMOOTH SURFACE 1.5 OWNER, ARCHITECT, AND THEIR DRAFT OPENINGS (BOTH VERTICAL TO 6"BELOW FINISHED GRADE UNLE55 HEATING EQUIPMENT MUST BE SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 AGENTS AND EMPLOYEES FROM AND AND HORIZONTAL). OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. R405.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING FLUIDS >105 F OR <55 F, FLOOR FILL Ors MAX. AGAINST ALL CLAIMS, DAMAGES, BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING LOSES AND EXPENSES, INCLUDING PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FAGTOR5 MUST BE CLEARLY INSULATE TO R-3 MIN. LEICHT WEIGHT CONCRETE PER INCH 6.0 ATTORNEYS FEES ARISING OUT OF OR CONGEALED SPACES OF STUD WALLS MARKED ON THE BUILDING PLANS OR / m RESULTING FROM THE PERFORMANCE AND PARTITIONS, INGLUDIN6 FURRED GLASS WINDOWS AND DOORS SPEGIFIGATIONS. R405b: MEGHANIGAL VENTILATION - THE BUI-DING SHALL BE PROVIDED WITH VENTILATION SAND, PER INCH 6.0 �. OF THE WORK PROVIDED THAT ANY SPACES AT THE CEILING AND FLOOR TO BE INSTALLED A5 PER SECTION THAT MEETS THE REQUIREMENTS OF 2020 NYS RESIDENTIAL CODE STONE CONCRETE, PER INCH 12.0 T' SUCH CLAIM, DAMAGE, L055 OR LEVELS. CONGEALED HORIZONTAL R306 OF THE RESIDENTIAL CODE OF DUCT INSULATION: N FLOORS AND FLOOR FINISHES EXPENSE (A) 15 ATTRIBUTABLE TO FURRED SPACES SHALL ALSO BE FIRE NYS. ALL 6LA55 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED THE MEGHANIGAL VENTILATION RATE SHALL BE NO GREATER THAN Sri O BODILY INJURY, SICKNESS, DISEASE BLOCKED AT INTERVALS NOT LOW-E UNLE55 OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING 0.01 X GFA + -1.5 X (# OF BEDROOMS + 1) CERAMIC, OR QUARRY TILE (3/4-In) 2' INCHES MIN. FROM Z # EXCEEDING 10 FEET. *CFA = CONDITIONED FLOOR AREA ON 1/2-In. MORTAR BED I6.0 TOP AND BOTTOM O Q V OR DEATH OR TO INJURY TO OR GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. JOIST D(ACTUAL DEPTH) � DESTRUCTION OF TANGIBLE PROPERTY INSTALL CLASS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED -1 PLUMBING R403.7: EQUIPMENT SIZING - PER AGGA MANUAL 5 BASED ON LOADS CALCULATED PER AGGA CERAMIC OR QUARRY TILE (5/4-In) (OTHER THAN THE lr�IORK ITSELF CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING � 23.0 INGLUDIN6 THE LOSS OR USE CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. MANUEL J. ON I-In. MORTAR BED ZO SUPPLY AND SANITARY 5Y5TEM AS Fi6URE R5028 RESULTING THERE FROM). (B) IS INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R404.1: LIGHTING - A MINIMUM OF g090 OF PERMANENTLY INSTALLED FIXTURES MUST HAVE CONCRETE FILL FINISH (PER INCH THICKNESS). I.O CUTTING,NOTCHING AND DRILLING v Z CAUSED IN WHOLE OR IN PART BY ANY GORE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. HARDWOOD FLOORING 7/7-in. 4.o SHUT-OFF VALVES AT ALL FIXTURES. -RETURN DUCTS IN UNCONDITIONED HIGH-EFFICIENCY LAMPS. ►- NE6LICENT ACT OR OMISSION OF THE TEMPERED 6LA55. ALL 6LA55 DOORS LINOLEUM OR ASPHALT TILE 1/4-In. 1.0 CONTRACTOR, ANY SUBCONTRACTOR, ALL WATER PIPING TO HAVE LOW-VOLTAGE LIGHTING EXEMPT AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST ANYONE DIRECTLY OR INDIRECTLY GLEANOUTS AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. MARBLE AND MORTAR ON STONE-CONCRETE FILL 55.0 ANY NOTCHING OR DRILLING IN DIRECTION AND AT BASE OF N 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R508- GLAZING m STEEL BEAMS OR FLITCH PLATE - - � EMPLOYED BY ANY OF THEM, OR MANUFACTURES SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON SLATE (PER m THICKNESS) 15.0 MST BE CONSULTED WITH VERTICAL WA5TE5. USE 4 CAST IRON ANYONE FOR WHOSE ACTS ANY OF WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. PROFESSIONAL ENGINEER THROUGH FOUNDATION WALL PITCHED - EXCEPT AS INDICATED IN SECTION R305.1.1 EACH PANE OF GLAZING INSTALLED IN SOLID FLAT TILE ON I-In. MORTAR BASE 23.0 bo o THEM MAY BE LIABLE RE6ARDLE55 MIN. VV' PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG HAZARDOUS LOCATIONS AS DEFINED IN SECTION R308.4 SHALL BE PROVIDED WITH A t �� <� OF WHETHER OR NOT IT IS CAUSED IN REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SUBFLOORIN6, 3/4-In. 5.0 �" - - SIZES FOR FIXTURES SHALL BE AS MANUFACTURE'S DESIGNATION SPECIFYING WI-O APPLIED THE DESIGNATION, DESIGNATING THE < PART BY A PARTY INDEMNIFIED PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND FLOORS WOOD JOIST (no taster) l2-l"• lb-ln. F �*� HEREUNDER. ALL MATERIALS FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY TYPE OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS p O.G. O.G. o DISH WASHER 1 1/2" VISIBLE IN THE FINAL INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, JOIST SIZES (in) �/FT') (L6/FT) ALLOWABLE HOLES - Beams and Headers $ z NO A55EMBLIE5, AND METHOD OF SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, 6A5KET5, v KITCHEN SINK I I/2 CERAMIC-FIRED LASER ETCHED EMBOSSED OR BE A TYPE THAT ONCE APPLIED CANNOT BE1�.1 V CONSTRUCTION INOLUIPIN6 BUT NOT TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHE51VE5), 2x6 6 5 � OLAVATORY 11/4" REMOVED WITHOUT BEING DESTROYED. A LAE3EL SHALL BE PERMITTED IN LIEU OF THE 2x Diameter of the largest hole(minimum)LIMITED TO FORM-I�IORK, PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR 2x6 6 6 }� 1z°� � v �- 5HOWER 2" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT MANUFACTURE'S PE51ONATION Ydepth PO H�c.- l- BLOCK-WORK, FRAMING, NAILING, < r o PLACING OF CONCRETE, ETC. ARE TO TOILET 3° IS TO BE FREE OF SCRATCHES AND PERMITTED. R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN SECTIONS R3o8.4.1 THROUGH 2x10 7 6 o O Allowed Hole Zone <o�'�i�' BE CAREFULLY SUPERVISED BY THE: ALL SYSTEMS TO HAVE ONE 3 MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED R308.4.7 SHALL BE CONSIDERED TO BE SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF 2x12 6 7 ° Yy d ° ° 0)9 CONTRACTOR TO E:SE SURE THEY ARE VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOGKIN6-TYPE LONGITUDINAL GLAZING depth o s FRAME PARTITIONS ( sf) �It o41 IN ACCORDANCE WITH THE DRAWINGS, THROUGH THE ROOF. PROVIDE FROST NO LE55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS R306.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE PANEL OF SWINGING, SLIDING <N� o SPECIFICATIONS, APPLICABLE CODE5 PROOF HOSE-BIBS AS INDICATED ON TO BE ANDER5EN UNLE55 INDICATED OPERATING AT LE55 THAN 2" w. AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES 6.0 Y,span Allowed Hole Zone )�span a- o F AND COOP PRACTICE. DEVIATIONS PLANS WITH EASILY ACCESSIBLE OTHERWISE. 9 R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR WOOD 5TUD5, 2x4, UNPLASTERED 4.0 `' m DRAIN DRAIN-GOOKS. THE WATER OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING- wvyt�i� FROM THE DRAWINGS AND -DUCTS SHALL BE SUPPORTED EVERY FRAME WALLS ROUND HOLE CHART GENERAL NOTES m �o SUPPLY AND SEWAGE DISPOSAL - 6LAZIN6 IS WITH 24" OF EITHER SIDE OF THE DOOR BEAM DEPTH MAXIMUM ROUND < o SPECIFICATIONS WILL NOT BE 10 FEET OR IN ACCORDANCE WITH THE EXTERIOR STUD WALLS: Allowed hole zone is suitable for uniformly loaded beams only. �9► ��� z � SYSTEM SHALL COMPLY TO THE -6LAZIN6 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED HOLE SIZE ►- z o PERMITTED WITHDU'T WRITTEN MANUFACTURERS INSTRUCTIONS. , „ AUTHORIZATION OF THE ARGHITEGT. APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -GOOLINC DUCTS WITH EXTERIOR POSITION AND WITHIN 24 OF THE HINGED SIDE OF AN IN-SWING DOOR 2x4 ® I6-tn., 5/6-In. GYPSUM, 4� t" No rectangular holes. a THE CONTRACTOR SHALL BE HEALTH STANDARDS AND THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A R305.4.3- GLAZING IN WINDOW INSULATED, 5/5-In. SIDING II.O 5Y2 x REGULATIONS. APPROVAL OF ALL - EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN C1 SQ.FT. 7Y4'to zo" 2" No holes in cantilevers. Nu Q RESPONSIBLE FOR THE SHOP CONVENIENCE OF THE PAINTING VAPOR RETARDER. see illustration for Allowed Hole Zone PRAWIN65 WHICH MAY BE NEEDED. PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE -BOTTOM EDGE OF GLAZING IS LESS THAN IS" ABOVE THE FLOOR 2x6 ® lb-in., 5/5-in. GYPSUM, 12.0 APPROPRIATE LOCAL AUTHORITIES - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND INSULATED 3/6-In. 51DING ALL DIMENSIONS AND CONDITIONS INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. Y Y ARE TO BE FIELD VERIFIED. PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS 5URFAGE5. IT -THE HVAG SYSTEM MUST PROVIDE A ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A EXTERIOR STUD WALLS WITH BRICK VENEER 46.0 Q Q )- CONTRACTOR TO F:EMOVE 4 ORDERING, CONTRACTOR SHALL IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND 5TRA16HT LINE OF GLAZING [Q SUPPLY GUTS OF FIXTURES FOR 308.4.4- GLAZING IN GUARDS AND RAILINGS WINDOWS, 6LA55, FRAME AND SASH 6.0 , RELOCATE A5 RAC; ALL OWNERS APPROVAL. IN THE EVENT SPECIFICATIONS PROVIDE A WATER SYSTEMS. .45- 6LAZIN6 AND NET SURFACES- BATHTUBS, SHOWERS WHERE THE BOTTOM EXPOSED CLAY BRICK WYTHE5: EXISTING WORK WHrICH H INTERFERES COMPLETE FINISH.. ALL PAINTED R309 THAT THE OWNER CHANCES, THE EDGE OF GLAZING 15 LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY 5TANDIN6 OR 4 IN 3q.o WITH NEW CONSTRUCTION. SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST WAL,�KING SURFACE 6 IN SITE WORK OWNER FOR THE FULL N A NI ABLE. ONE THERMOSTAT CAPABLE T - R3o6.4.6 6LAZIN6 ADJACENT TO STAIRS AND RAMPS- GLAZING WHERE THE BOTTOM EXPOSED 12 IN 115.0 Cut only round holes and STAKEOUT 15 TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE EDGE OF THE GLAZING IS LESS THAN 56" ABOVE THE PLANE OF THE ADJACENT WALKING 16 IN 155.0 only In the center of beam INTERIOR WOOD 5URFAGE5-APPLY TO AUTOMATICALLY ADJUSTING THE 0 LICENSED SURVEYOR. 5TAKING AND CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT SURFACE OF STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS HOLLOW CONCRETE MASONRY UNIT WYTHES:OF Z AND BENCHMARKS VERIFY ALL GIVEN HVAG LAYOUT ARE TO E5TABLISH ALL LINES DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. R3Og?4.'1 6LA IN ADJACENINO 56" OR LF-55 T TO THE BOTTOMURED LLY STAIR FROM ALKIN6 SURFACE DENSITY OF UNIT THICKNESS (IN O ES) 4 6 6 l0 12 JOIST 1�OTGt�(1�C DETAIL T ONE GOAT WOOD FILLER OR STAIN v DATA ON DRAWING-�5. IN CASE OF SYSTEM TO BE•DESIGNED BY OTHERS. AND TWO GOATS MGKLUSKY'S ELECTRIC, SYSTEMS: - WHERE GLAZING IS LE55 THAN 56" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARE NO GROUT 22. 24.0 51.0 3-7.0 45.0 SCALE: N.T.5. p DISCREPANCY, RECEIVE PROVIDE PROPER 5UPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE LE55 THAN 1&0 DECREES FROM THE BOTTOM TREAD NOSING 1= 0 CLARIFICATION FROM ARCHITECT ROOMS $ CONFORM WITH ALL STATE (GROUT SPACING) POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. j z0 PRIOR TO PROCEEDING. EXCAVATE AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT NOTE: WINDOW FALL PROTECTION TO BE PROVIDED 46 IN. O.C. 2q.o 36.0 47.0 55.0 40IN. O.G. 0.0 40.0 4q. 57.0 AND BACK FILL FOR WORK INDICATED PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: FOR ALL WINDOWS AS PER 32 IN. O.G. 52.0 42.0 52. 61.0 Z v ON DRAWINGS. STOCKPILE TOP501L EXTERIOR WOOD 5URFAGE5- TWO -FIREPLACES MUST BE INSTALLED 24 IN. O.G. 54.0 46.0 57.0 67.0 Q OBTAINED FROM STRIPPING DRIVEWAY GOATS EXTERIOR CRAVE STAIN. WITH TIGHT FITTING NON-GOMBU5TABLE 2020 RESIDENTIAL GODS OF NEW PORK STATE SECTION R312.2 16 IN. 0. G. 40.0 55.0 66.0 7q.0 AND BUILDING SITE. STOCKPILE ALL FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS FULL GROUT 55.0 75.o q5.0 115.0 - N EXCAVATED MATERIAL. NEW AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING 15 �j V EXISTING BACK FILL MATERIAL AND gE CONSTRUCTION GRADE DOU6LA5 GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, LOCATED LESS THAN 24 INCHES ABOVE THE FINISH FLOOR AND GREATER THAN '72 INCHES DENSITY OF UNIT (125 PGF)- SEE ASGE STANDARD - MINIMUM DESIGN 0.0.�/ TOP501L ARE To BE FREE OF WEEDS, ABOVE FINISH GRADE OR SURFACE BELOW THE EXTERIOR OF THE BUILDING DENSITY OF UNIT (155 PGF) LOAD FOR BUILDING STRUCTURES AND FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BE5T AS REQUIRED BY THE FIREPLACE d S AND DEBRIS. -THE OPERABLE WINDOW SHALL COMPLY WITH: different dead load OTHER STRUCTURES -A5CE7-16 N tt TREE ROOTS, ROCKS WOOD SILLS AND WOOD IN CONTACT QUALITY PITT5BUROH, PRATT CONSTRUCTION PROVISIONS OF THE TorrtA values for differ (PGF) o ALL SURPLUS MATERIAL THAT IS WITH MASONRY SHALL BE AGQ. AL.L LAMBERT, DUTCH BOY. GABOT5, BUILDING CODE OF NEW YORK STATE, OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES t�v d UNSUITABLE FOR BACK FILL MATERIAL EXTERIOR SHEATHING SHALL BE 1/2 MCKLU5KY5, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK THAT COMPLY WITH SEC. R312.2.2 SOLID CONCRETE MASONRY UNIT WYTHES: SHALL BE REMOVED FROM THE SITE. GDX DOU6LA5 FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WYTHES THICKNESS (IN mm) 4 6 6 10 12 r Q PROTECT ALL TREES WITHIN EIGHT R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH A5TM F20g0 eon®HOLE MAX 5UB-FLOORS TO BE 5/4 GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. DENSITY OF UNIT (105 PGF) 52.0 51.0 6C1.0 67.0 105.0 VIM- �4°�NT FEET OF THE BUILDING. PROPER PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING DENSITY OF UNIT (155 PGF) 36.0 60.0 61.0 102.0 124.0 or STUD APPROVALS MUST BE OBTAINED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE DENSITY OF UNIT (135 PGF) 41.0 4.0 9 I10.0 155.0 BEFORE COVERING ANY EXCAVATED NRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1 * WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR MIN TO®BE �LL STUDS p! WORK. STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUE5 CONCRETE BLOCK AND AT ALL UNSUPPORTED EDCE5 OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET GIVEN REPRESENT AVERAOE5. IN SOME GASES THERE 15 A PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN MINIMUM HEIGHT- GEILIN6- HABITABLE SPACE, HALLWAYS AND PORTION OF BASEMENTS CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. �8 ALL CONCRETE BLOCK IS TO HAVE AND PIA50NAL BRAGING OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF CONTAINING THESE SPACES SHALL HAVE A GEILIN6 HEIGHT OF NOT LE55 THAN -i FEET. MR TO epee "OUR-O-WALL" REINFORCING EVERY JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS SHALL HAVE A GEILIN6 HEIGHT OF NOT /� exce 25 Ke rmt THIRD COURSE. FILL TOP COURSE SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE GIRGULATIN6 HOT WATER LESS THAN 6 FEET 5 INCHES 6" DIAMETER or TIC STUD DerM SOLID. MORTAR MIX TO BE ONE PART UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. EXCEPTION: REFLECTIVE WHITE r HOLE PORTLAND CEMENT, ONE PART LIME ALL GAP PLATES TO BE DOUBLED ON GEILIN65 UNLESS OTHERWISE I. FOR ROOMS WITH SLOPED GEILIN65 THE REQUIRED FLOOR AREA OF THE ROOM CEWA M '1O r PUTTY, AND 51 X PARTS SAND, OR ONEERr '"�D Ve�THM C PART MASONRY GARMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. GIRGULATIN6 HOT WATER SYSTEMS: SHALL HAVE A GEILIN6 HEIGHT OF NOT LESS THAN 5 FEET AND NOT LESS THAN 50 THE CONSTRUCTION TYPE wAu °STto;�T Wv UBILW 7 END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE GIRGULATIN6 HOT WATER PERCENT OF THE REQUIRED FLOOR AREA SHALL HAVE A GEILIN6 HEIGHT OF NOT LE55 DE51ONATION SHALL BE AND NO MORE!TM TWO Z PARTS SAND. CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. THAN 7 FEET 11111, " " 1111111, " " " " Dof STUDS r II , IV , OR VSHALL Nar BE OGGUR5, USE MIN. 16CA SHEET METAL GOATS OF JOINT COMPOUND. ALLOW 2. THE GEILIN6 HEIGHT ABOVE BATHROOM AND TOILET ROOM FIXTURES SHALL BE TO INDICATE THE CONSTRUCTION f.00ATMINTe O - CONCRETE JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING SUCH THAT THE FIXTURE I5 CAPABLE OF BEING USED FOR ITS INTENDED PURPOSE CLASSIFICATION OF THE OWTION 1< NO CONCRETE OR MASONRY WORK APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: STRUCTURE UNDER IBC BOTTOM rLA Dft�CHI IN SHALL BE DONE DURING BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING FLUIDS TABLE 1: MINIMUM INSULATION THICKNESS FOR GIRGULATIN6 HOT WATER PIPES SECTION 602 Q Z r TEMPERATURES OF 40 DECREES F. SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105OF OR CHILLED FLUIDS AND FALLING. NO CONCRETE SHALL to INSULATION THICKNESS IN INCHES BY PIPE SIZES LJ NOTED ON PLANS. MINIMUM BEARING ALL OPENIN65. BELOW 55 F MUST BE INSULATED TO BE PLACED ON FROZEN SURFACES. NO THE LEVELS IN TABLE 2. HEATED WATER NON-GIRGULATIN6 RUNOUT5 GIRGULATIN6 MAINS AND RUNOUT5 L ADDITIVES SHALL IBA ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL I- BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" REFLECTIVE RED rleueEeN WITHOUT WRITTEN PERMISSION OF THE PANTONE # 151 rxn'I�oltORre#en�srv�f. O In ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE 170-180 0.5 I.O 1.5 2.0 v MIN. 3 TEC P.S.I. AT C DAYS 4,5E LENGTH. NATIONAL ELECTRICAL CODE AND ALL NOTES: 140-160 0.5 0.5 1.0 1.5 LU PSI FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO � rlev-0c�T� rt NOTE: CODES AND REGULATIONS. ALL 100-130 0.5 O.5 0.5 I.O rPLAT Or Tie O m O SLEEVES AND FOUNDATION ON VENTS AS THE START OF WORK. T<MOTH FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. w OAee AND 11 IN rube REQUIRED BY NYS CODE. UNLE55 DESIGNATION FOR STRUCTURAL .ice�,,, MerAL TO rAST NM BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED ACR(M NO To ne <d) INDICATED, ALL FOUNDATION TABLE 2: MINIMUM INSULATION THIGKNE55 FOR HVAG PIPES COMPONENTS THAT ARE OF PLATE AT EACH sine or BEARING VALUES OF 5ANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD 4 SHELF, ALL LINEN Tru=HorCl`HT,e-loa z FOOTINGS ARE TO BE A MIN. 8" DEEP AND/OR GRAVEL AT 2000 L55 PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 TRUSS TYPE CONSTRUCTION " STROKE NNILseACHSIDE PROJECTING 6" ON EACH SIDE OF THE SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROW5 OF SHELVES. PIPING 5Y5TEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE SIZE FOUNDATION WALL. PROVIDE TWO $4 CONSULT ENGINEER IF DIFFERENT SOIL ALL SWITCHED TO BE LOCATED 56" TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" DEFORMED BARS CONTINUOUS IN THE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLE55 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS "F" FLOOR FRAMING, INGLUDIN6 p ■ ■ FOOTING. ALL 4" THICK CONCRETE EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING ■ ■ GIRDERS AND BEAMS SLA55 TO HAVE 6X6 10/10 WELDED LOW PRESSURE/TEMPERATURE 201-250 ILO 1.5 1.5 2.0 ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL Cf)} R ROOF FRAMING � Q WIRE REINFORGIN6. ANCHOR BOLTS IN FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 BUILDING "FR" FLOOR AND ROOF FRAMING _ P ri > FAUCETS TO BE SUPPLIED BY OWNER STEAM CONDENSATE STANDARDS AND CODES CONCRETE SHALL BE HOOKED 5/5° X SAMPLE-TITLE 14 NYGRR PART 1265.4 TOP rPL AT'_rRAMINS TO (V 12" AT MAX. 5' O.G. PROVIDE BITUMEN AND INSTALLED BY CONTRACTOR (FEED WATER) I ANY 1.0 1.0 1.5 2.0 PLACE ENGINEERED WOOD PLACARD EXPAN51ON JOINTS BETWEEN 5LAB5 NOTE: ALL NON-ENGINEERED LUMBER ACCOMMODATE rlrlN6 O f ON OR ADJACENT TO ELECTRICAL METER BOX Q m Q � • AND FOUNDATION HALLS. TO BE DDU COOLING SYSTEMS 6LA5 FIR #2 OR BETTER 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1 1.0 1.5 1.5 1 2.0 TRUSS DES I O NAT I ON S I ON STUD NOTCH I NO DETAIL BY OWNER AND BRINE 120-200 0.5 ILO ILO 1.5 4� SCALE: NTS SCALE: N.T.S. IK Q � Q Kbj wt iA R C HTE CT 6f EXISTING171 TODD O'CONNELL +ARCH I P.C. TODD O'CONNELL, AIIA r E Lri E 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516)658-0325 r� r� r.,A'n r P rt-I i fi EXISTING rc,:;f-6 rn r;ft r"-[IT. EXISTINS M"MINS WOOD DECK EXISTING EXISTING \% OUTDOOR OUTDOOR SHOW ERSHOPER A A r (2)2xI0 (:Z)2xI0 (2)2xI0 (2)2xI0 OUTDOOR EXISTINS FWAMI" EXIST!" I mvnme SPAN 4 olmwnON EXISTING EXISTING UP Ilf 1 11): 1 1 DOM IR ,� I o P # EXIST. simp 14 40 1- IDS \!VMPI/ x -A 2 9 EXISTINGEX15TINS 0EXISTINGEXISTINGEXISTINS SUPPORT DININO ROOM KITCHEN 0 BATH BEDROOM z I — 0 Exism& a- z MUD ROOM EXIST. OIL i EXIST.TAM EXIST. w w tp b, EXIST. EASTI IFURN EXISTING COLUMNS EXISTING COLUMNS TO REMAIN To REMAJN EXISTINS EXISTINS EXISTING < 02 I C!"YPICAU 0-YrICAU :E:XI ST, EXISTING tr!4!W 8,x 21 STEEL I-BEAM a_ r 0 0 11 — — < - OL -m L L-1-1 I =311! 171 ---- EXISTING FLUSH MXISTIN&(15)2xb NEK%1"x'71STEEL FLITCH In-ATE TO BE BOLTEDI %N x'r y-tv-1 ExisnNe EXISTI 2xb TO EITHER SIDE OF EXISTING(15)2x& LXISTINS EXIS F E x Q ° v O TERMINATE NEN FLITCH PLATES EXISTING COLUMN "sue DETAIL OL05F-T CLOSET g < EXIST. NJ lu cL. Ems,nme ExisTims wppow U_ — EXISTING i LIVINIS ROOM %37 UNFINISHED BASEMENT 0 d EXISTING Ij 50; VImu EXis,nNS D BEDROOM L OARAOE ir <� ON" EXISTING SLAB I � � PASTE - - - - - - - - - EXISTINS EXISTINS EXISTING EXISTINS EXISTINS < EXISTING i i WOOD PORCH A A 10= > EXISTINS MAMIN& EXISTINS GARAGE DOOR z F < z < M Z%3 21 FOUNDATION PLAN FIRST FLOOR FLAN 50ALE: 1/4" = 1'-0" 50ALE: 1/4" GENERAL NOTES WALL KEY I. ALL HABITABLE ROOMS AND CORRIDORS SHALL BE SUPPLIED WITH FIRE/SMOKE AND cf. ALL FRAMING SHALL COMPLY WITH THE 20195 HOOD FRAME CONSTRUCTION MANUAL. STAIRS $ GUARD NOTE: EX15T TO BE REMOVED CARBON MONOXIDE DETECTORSWITH BATTERY BACKUP AS PER NFPA 72 AND 2020 NEW (To COMPLY WITH 20:20 R.C. OF NY5 R.5114R51:2) EXIST TO REMAIN PORK STATE BUILDING COPE SEC. R514 AND R515. EXISTING DWELLING UNDERGOING 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE A00 LUMBER-U.O.N. -STAIRWAYS SHALL NOT BE LESS THAN 56" REPAIR,ALTERATION, AND/OR ADDITION SHALL BE PROVIDE WITH SMOKE ALARMS As PER IN CLEAR WIDTH ABOVE THE PERMITTED NEW WOOD FRAME CN5T APPENDIX J. CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION C115 OF THE 11. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. FINAL HANDRAIL HEIGHT AND BELOW THE REQUIRED 4"x4" POST UNLE55 OTHERWISE 2020 NEW YORK 51-ATE FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH ELECTRIC TO BE DETERMINE IN THE FIELD HEADROOM HEIGHT NOTED LU FLOOR WITHIN 15 FEET OF 5LEEPIN5 AREA, ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) -MINIMUM HEADROOM HEIGHT TO BE &'-a" a HOLD DOWN AS NOTED 12. ALL ANr_.HOR5, 5TRAFPIN5 AND CONNECTORS AND HARDWARE TO BE SIMPSON STRONG -MAX RISER SHALL NOT EXCEED &Y4" 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN -MIN TREAD SHALL NOT BE LE55 THAN cl" 55 CFM FAN TO EXTERIOR <W EDITION OF THE N.E.L. INSTRUCTIONS- UNLE55 OTHERWISE NOTED -STAIR PROFILE: NOSIN55 SHALL NOT BE HARD WIRED SMOKE K 5. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE GENERAL 15. ALL ENGINEERED LUMBER TO BE CLADDED AND SEAL AS REQUIRED TO PROTECT LE55 THAN 5/4" NOR MORE THAN V4 11OODETECTOR W BATTERY CONTRACTOR AND 'REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO START OR AGAINST THE WEATHER ENVIRONMENT -HANDRAILS SHALL BE PROVIDED ON AT BACK-UP c� LEAST ONE SIDE OF EACH STAIRWAY WITH HARD WIRED CARBON MONOXIDE CONTINUATION OF WORK DETECTOR W BATTER( BACK-UP 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2X95 HEADERS - UNLE55 OTHERWISE NOTED- TWO OR MORE RISERS. TOP OF HANDRAIL MIN 12" A.F.F. AS PER DA 4. NO 5ALV. NAILS OR CONNECTORS IN A00. LUMBER ARE PERMITTED. ALL CONNECTORS PACK OUT HEADERS TO FIT IN WALL AS REQUIRED SHALL NOT BE LESS THAN 54" AND NOT 2020 RESIDENTIAL CODE OF N'Y'S TYPICAL INTERIOR WALL CONSTRUCTION: TYPICAL EXTERIOR NALL CONSTRUCTION. 0) V V �— DENOTES E5RESS WINDOW 2x4 WALL STUD 0 IbN O.C. 4 1/2" c7yPSUM 2x4 P4000 STUDS a 16" O.C. W R-15 HD Z AND FASTENERS FOR AOa LUMBER MUST BE STAINLE55 STEEL OR HOT DIPPED GALVANIZED MORE THAN 5&". ALL REQUIRED HANDRAILS BOARD.PROVIDE 1/2" MOISTURE RESISTANT UNPAGED BATS INSULATION, 1/2' IN tu C-7-1 b5. 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (.2) :2XIO SHALL BE CONTINUOUS To THE FULL LENOHT GYP. BD.OR CEMENT 50. ON NET ROOM SIDE GYP. BD.(SEE SPECIFICATION AND NOTES), HEADERS-UNLESS OTHERWISE NOTED OF STUD WHEN APPLICABLE 1/2' EXTERIOR PLYWOOD 5HEATHIN6,AIR No - 5. AS PER N.'�r.5. CODE SEC. R510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE OF THE STAIRS FROM DIRECTLY ABOVE THE INFILTRATION BARRIER AND SIVIN6 AS SHOWN OF OPERABLE WINDOW FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.1 50. FT. 16. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 400 SERIES - WHITE FRAME- TOP RISER DIRECTLY' AB A FLIGHT To A POINT NOTE UPGRADE EXISTING CONDITIONS TO ON ELEVATIONS APPROVED BY ARCHITECT ABOVE THE LOWEST RISER OF THE MATCH CONDITIONS INDICATED ON PLANS. SECTION AJI04 REVIEW BOARD. PROVIDE 1/2" RIGID (GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.0 5a. FT). THE MIN. TRIPLE PANE- LOW-E- WITH GRILLES- COORDINATE WITH OWNER- MODEL NUMBERS ARE ENERGY EFFICIENCY INSULATION WARD BEHIND SIDING HT. OF OPENINGS TO BE 24" AND MINIMUM WIDTH TO BE 20" AND THE BOTTOM OF OPENIN65 DESIGNATED ON PLAN- INSTALL ACCORDING TO MANUFACTURE SPECIFICATIONS FLIGHT. ENDS SHALL BE RETURNED OR SHALL ALTERATIONS,RENOVATIONS,REPAIRS To OL . TERMINATE IN NEWEL POST5 OR SAFETY NOTE= CONDITIONS DRAM AND NOTED AS ROOF/cIMILINS,WALL OR FLOOR CAVITIES NO HIGHER THAN 5'-.95" A.F.F. EXISTING ARE TO BE CONFIRMED AT START OF WHICH ARE INSULATED TO FULL DEPTH WITH NOTE ALL HEATING LINES,BASEBOARD5, DUCT 17. WHERE RAFTERS AND JOISTS FRAME INTO OTHER HOOD BEAMS, PROVIDE 1.2 GAGE TERMINALS. HANDRAILS ADJACENT TO A WALL CONSTRUCTION. ARCHITECT 15 TO BE NOTIFIED iINSULATION HAVING A MINIMAL NOMINAL WORK,ETC. TO BE INSTALLED AND MODIFIED (b. ALL HOOD POSTS SHALL BE BUILT UP WITH (2) 2X4'5 NAILED TOGETHER H/ 10d NAILS ® GALVANIZED STEEL JOIST HANGERS AND STRAPS AND WHERE HOOD BEAMS FRAME INTO SHALL HAVE A SPACE OF NOT LESS THAN V2 IMMEDIATELY OF ANY DISCREPANCIES OF R--5.OANC+I. �ni AS REWIRED TO ALLOW FOR NEW CONSTRUCTION. HVAC CONTRAr-TOR To FILE 5" O.C. UNLE55 OTHERWISE NOTED OTHER HOOD BEAMS, PROVIDE 7 GAGE GALVANIZED STEEL SADDLE TYPE HANGER BOLTED BETWEEN THE WALL AND THE HANDRAIL. SEPARATE APPLICATION AND PLAN LAYOUT THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC. SHALL BE MANUFACTURED BY HANDRAILS SHALL NOT PROJECT MORE THAN NOTE= COORDINATE ALL FINISH MATERIALS NOTE ALL EX15TINC7 PLUMBING,ELEOMCAL, OF ALL HEATINWOOOLINO LINES AND SIMPSON STRONG TIE. WITH CLIENT PRIOR TO CONSTRUCTION(FLOOR MECHANICAL,ETC.THAT INTERFERES WITH NEW EQUIPMENT WITH LOCAL MUNICIPALITY v '7. ALL NEW DOOR 4 WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR (v-a 4/2" ON EITHER SIDE OF THE 5TAIRNA",r. CEILIN6,WALLS,ETC) WORK TO BE REROUTED,MODIFIED,REMOVED, A t V.I.F.) AND NENSECONP FLOOR AT 6-5" - UNLF-55 OTHERNISE NOTED -5UARD5/RAILIN&5 ARE REOUIRED FOR ANY ETC.As ReoUIREP To ESTABLISH PROPER NOTE SMOKE DETECTORS TO BE PROVIDED IN 0 Ia. ALL ENGINEERED LAMINATED HOOD BEAMS SHALL BE MANUFACTURED BY 10'40RKINC?CONDITION(VERIFY ALL CONDITIONS 6 rl' SURFACE 50" ABOVE FLOOR OR GRADE. ALL BEDROOMS AS PER CODE. cli ALL HET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVEv:y, CEMENT ED. AND ALL OEOROIA-PACIFIC AND SHALL BE INSTALLED AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS LEVEL FLOORS 4 CEILIN65 AS �R�EV IN FIELD) I I 5. AND SPECIFICATIONS OR APPROVED EQUAL. -OUARDS/RAILINC-75 SHALL NOT HAVE A OAP < < OTHER AREAS IN BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVE J/ " MOISTURE RESISTANT ZE 2 GYP. lu PARALLEL PART TO MANUFACTURE SPECIFICATIONS REROUTED AS RM. ED. OF PASSAGE OF MORE THAN 4 NOTE DOUBLE ALL FLOOR JOISTS UNDER NOTE PROVIDE ELECTRIC, TO A" APPLIANCES EXISTIN5 HVAC TO BE UTILIZED AND PARTITIONS Lq L =ji I 'elT"r,7A'R"6'HTf � ; E cYs' TODD O'CONNELL IN MIN. ARCHITECT P.C. "RAFT-R-MATE" ATTIC AIRSPACE �• R905.1.2 ICE BARRIERS PROVIDE ICE i WATER SHIELD TO ENTIRE ROOF WITH MEMBRANE RATTER VENT AS MANUF. PROVIDE ICE PROTECTION WHICH GON51ST5 OF AT LEAST ROOF OVER ICE SHIELD OVER 2xD ROOF RAFTERS• 16"O.G. BY OWENS CORNIN6 / TODD O CONNELL, AIA T.O. E:XISTIN6_ RIDGE 2 LAYERS OF UNDERLAYMENT GENENTED TOSETHER OR A +1 EXISTING ELEV, t26'-"i" SE SMF-A�RIN&POLYMER MODIFIED BITUMEN SHEET TO N 1200 Veterans Memorial Highway EXTEND FROM THE LOWEST EDSES ACRO55 ENTIRE ROOFS Q. 1 Suite 120 STRUCTURE TO WALL LINE OF HOUSE Hauppauge,NY 11788 d --_—— - .. EXISTING MIN R-21 BATT INSULATION O ■ T.O. NEW PLATE P(631)650-6666 ELEV. 124'-0" PROVIDE R-21 BATT INSULATION.,r 2x8 G.J.i 16"O.G. f� O F(631) 650-6667 IN RAFTERS t R-50 BATTY' ' LAO BOLT TO RAFTERS = INSULATION IN GEILINS,,015T —�� C(S16)658-0325 r r /S - PROVIDE 9e"TYPE X SYP� r/ Q BD.OR EQUIVALENT ON rf ALL WALLS♦ CEILING (�� TYVEK HOUSE ,1KAP OR +T / j- APPROVED WATER PERM. ('�i"�f�^.•�'if�itiCf:i�. 5URFACE'ON 1/20 COX PLYWOOD EXISTING MIN.R-15 BATT INSULATION SHEATHING ON 2x4 STUDS• Ib" rO.C1.W/R-15 BATT INSULATION, rr ,I'RIGID INSULATION AND SIDING 3'4 PLYWOOD SUB-FLOOR f TO MATCH EXISTING('TYPE t FINISH FLOOR TO BE FINI514ED 2ND FLOOR r' rr I I �BY OWNER ELEV. 1I'T'-O" f EXISTINS FRAMING ^` t T PROVIDE ICE PROTECTION AS PER R1105.2.1.1 HHIGH CONSISTS 1 I, OF AT LEAST 2 LAYERS OF UNDER LAYMENT CEMENTED r, I r T06ETHER OR A 5ELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE t HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE cONWZTOR5 MODEL No. HI OR A - EXISTING EXIST. EXISTING EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BEDROOM GL. BEDROOM - I/Z" GDX PLYWOOD SHEATHIZ ALUMNIUM DRIP E06E _ V , VENTED VINYL SOFFIT Ix8 FASCIA °,` t,t,` L. . 'o N FINISHED I5T FLOOR -- -- ;� ELEV, i(/'-211 — _ — J ��ji. \�_�f—. 3 s , i �� r O EXISTING FRAMING z ' < NEW�B _.. .... " 'x 7'STEEL FLITCH PLATE To BE BOLTED To EITHER SIDE ' -21 BATT INSULATION L2xb G.J. • 16- O.G. W/ OF EXISTING 0)2x& I 4"x5" ALUMINUM CUTTERS 5"X2" LEADER � / Z � «5EE DETAIL I W/ I-0 O.H. R-30 GATT INSULATION 'r z 2x8 R.R. m 160 O.G. ,- EXISTING R-15 GATT INSULATION UNF I N I SHED BASEMENT ` 2x4 STUDS 0 Ib» O.G. " 6Yf'SUM WALL BOARD , / V I' POLYSTYRENE RI61D INSULATION GDX PLYWOOD SHEATHING COVE W/TYVEK HOUSE WRAP OR APPROVED SPAM EXISTING SLAB WATER-REPELLENT SHEATHING 51DIN6 AS SELECTED F WV BASE MOLDING AS SELECTED /4" PLYWOOD SUBFLOOR SECTI ON1 A EXISTING FRAMING : INSULATION } oNu-wQ IL SCALE: 1/4" = 1'-0" IL F i M EXISTING FRAMING t INSULATION(V.I.F o } \ RHO" QQ RAM I NO DETA I L " SCALE: I" I'-O"= w 4 FRESH AIR VENT � QC JITI-ROU6H ROOF / v I � Z N I O V Sill � p z P5105.1 ROOF I Q � o 11 OPEN VENT PI EXTENSION EXTEND THROUGH A ROOF SHALL BE T-----r -----�T------- 1 M Z V TERMINATED NOT LESS THAN 6 INGHE5 ABOVE THE ROOF OR 6 r---- I I I I 1 (a Ll SHOWER I HIGHEVER 15 S R REATE IW,HES ABOVE!THE! I ANTICIPATED PMHERE A ROOF 19 TO BUSED FOR I I PROPOSED I I I I lIl Ul PROPOSED ASSEMBLY,A5 A PROMENADE,OBSERVATION DECK OR I 1 BATH SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT ( I 1 ( I ( O 0 PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE 1 I ( I I ( U z ROOF. I I I P5105.2 FROST OL 05ME WHERE THE ISMS PERCENT VALUE FOR OUTSIDE DESIGN T� TEMPERATURE 15 O'F OR LESS,VENT EXTEN51ONS THROUGH A I 1 211 2111 I I N n N p( T. T ROOF OR WALL SHALL BE NOT L.E55 THAN 5 INCHES IN I I ® n Q DIAMETER ANY INCREASE IN 7FE SIZE OF THE PENT SHALL BE I 1 1/2" 1 1/2" I I j MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE TUB of THE BUILDIN5. I I 1 11 FN•1— HN G.O. 311 211 2n 211 cw- -uw cw-G'1 c►�-av av-crl �211 211 ( TABLE PTRAP ✓ ✓ 512E OF TRAPS FOR PL.UhEING FIXTURES 2" TRAP SIZE PLUMBING FIXTURE MINIMUM 0. (INCHES) �(p° BATHTUB(KTH OF WITHOUT'51-101-ER HEAD AND/OR 1 I/2 5/6" THROUFH BOLT WHIRLPOOL ATTACHMENTS) BIDET 1 1/4 (TYPIG CLOTHES WA5HM STANDPIPE 2 ��� �--I FLOOR DRAIN(ON SEPARATE TRAP 2� EXISTING (5) 2x 'I ' �/ KITCHEN SINK(ONE OR TWO TRAPS,WITH OR I � ® Q G 1J__I �I WITHOUT DISHMLASHER AND FOOD WASTE P15POSM \�Da LAUNVR*f TUB(ONE OR MOIRE COMPARTMENTS) I I/2 (� LAVATORY I V4 ii J SHOWER(BASED ON THE TOTAL FLOW RATE V LI._.I X THROUGH SHOPLRHEA05 AND BODYSPRAY5) PLOW RATE1 0++—C'M E T AND LE55 I M V2 O� Gj MORE THAN 5.1 FiT'M UP TO 12.'.f GPM 2 u EXISTING G MORE THAN 125 SPM UP To 25.6 SPM 4 EXISTING a UNFINISHED UNFINISHED \b � 'I ' Z BASEMENT T LU V0 (j) z �j 11 HWH HWH O l.0 (2) 5/6" x T' STL. PLATES- N O V BACKFLOW O �M O PREVENTER to FLITCH PLATE BOLTI NO DETAIL OL � z CONNECT TO 50ALE'.: 1-1/2" = 1'-0" EXISTING WA5TE �rr Q FLUMB I NO SUI=FLY R 15ER D I AORAM FLUME 1 NO NA5TE R 15ER D I AORAM I T Q . 50ALE: 1/4" = 1'-0" 5GALE:: 1/4" = 1'-0" ~ LU Z � < o