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HomeMy WebLinkAbout46925-Z FFot� TOWN OF SOUTHOLD ►�o�_ � . BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 4.6926 Date: 10/5/2021 Permission is hereby granted to: O'rourke, Thomas 39 Brixton Rd Garden City, NY 11530 To: alter (interior demolition) existing single-family dwelling as applied for. Additional approvals/permits will be required. At premises located at: 4630 Nassau Point Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 111.-8-10 Pursuant to application dated 3/26/2021 and approved by the Building Inspector. To expire on 4/6/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO-ALTERATION TO DWELLING $50.00 Total: $250.00 ui ing Inspector FIELD INSPECTION REPORT 'DATE COMMENTS , ►d FOUNDATION(1ST) ----------------------------------- --� 3 FOUNDATION'(2N)?) . z ROUGH FRAMING:& y PLUMBING . } INSULATION.PER N.Y. 3 STATE ENERGY CODE \ FINAL _ ADDTI?IONAL•COMMENTS \1 d a nS ew ��i oh le a�r2e GIS ha �,�. FU•� 1�tP� c 4Z i er- n Coe e an o SC Zt. %,2% 7 a Ha 1'LL�J ao�ofF¢tf TOWN OF SOUTHOLD—BUILDING DEPARTMENT N z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D PERMIT NO. Building Inspector: D CT 5 2021 Applicationsanrzforms'rriiastfje:filled'ou't,in.thoirentirety.�lncorhple'te'' :applications will not be.acceptpd: Where the Applicant is not,the owner;;an Owner's AWf'6rization'forrrr(Paget)shall^be dom"P'l d:e BUILDMG DEPT. TO 1W OF SOUTTIOLAD Date: :DW'.NER(S);OF:PROPERTY:' i, ' Name: �U. SCTM#1000- Project Address: A Phone#: Email. Mailing Address: _......._.. .CONTACT PERSO`N:,: ; Name: Mailing Address: Phone#: 3 Email: DESIGN::PROFESSIONAL INFORMATION:` .A Name: Mailing Address: Phone#: Email: .0 . ONTRACTOR INFORMATION::'' Name: Mailing Address: Phone#: Email: DESCRIPTION OPPROPOSED;CONSTRUCTION:` ❑New Structure ❑Addition ❑Alteration ❑Repair NDemolition Est*�tdt of Project: ❑Other !:Zo b"t al. D-�0 S h ta-Fr�-X l/(;e�t�a� f $ .(�o Will the lot be re-graded? ❑Yes C'No Will excess fill be removed from premises? ❑Yes-QNo o�w�c -La\. 1 PROPERT,Y INFORMATION Existing use of property^ e' I j Intended use of property: R— A UP-- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 1XNo IF YES, PROVIDE A COPY. Ch'eck BOx After k , ditigf,The,owner%contractor/design professional is responsible foi all'drainage and storm water issues as provided by^ Chapter 236 of the Town,Code,,APPLICATION Is HEREBY'MADE toahe.Buildirig°Department for the,issuance of`a Building;Permlt,pursuant.to the Building Zone:., Ordinance of.the Town of Southold,Suffolk;County,New York and other applicable.laws;Ordinances or Regulations;for the construction of buildings, additions,alterations or for•remodaf or,de`inolitiori as^herein,described;The applicant egrees;to comply with all;applicable;laws,ordinances;building code,' ' housing code and regulations as`ind'to'admi''a' thorized inspectors on premises and,in building(s)'for,„necessary inspections:False stateinents.niade herein are' punishabie,as a Class:A,misdeirieanor pursuant to Section.210.45,6f it e,N61— 1ii ,1.York,State.PenaLLaw:. . Application Submitted By(print name): r`1 Q�j w � C ❑Authorized Agent [30wner Signature of Applica Date: Q .91 STATE OF NEW YORK) S: COUNTY OF d C• ) revL n a le being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 6dw r (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 0—day of (_/� ,20 Notary Public LINDA S. CARLSON PROPERTY OWNER AUTHORIZATION Notary Public, State of New York (Where the applicant is not the owner) Qualified nC Suffolk lCounty Commission Expires Nov. 14, 20 3 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 (01- PSE"'G111,91AND 3/10/2021 NANCY FOOTE Service To: PO BOX 156 NASSAU PT RD MATTITUCK NY, NY 11952 CUTCHOGUE,NY 11935 A Customer Project#:900000125314 Dear NANCY FOOTE: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI a t- '�{i{ n->" I _ Ai r e D�U9v j�G�}, TO ISM e - KEY MAP q OZ _ - _ _ _ r ZO �pls' NOIES j �u 1 wawsm mac J _ _ w ow-'a1 e s,M.•wU) '� Cexf w,eLL �B IDo® wr000• w a _ _._ .__ _ - ® w •�m u o,mu _ F sm evede� a[ot` g m�wm ro n _ _- ._ _. _. _ _... _.. __ _.. .. ' +•Wun 4 Mii um M�ov:`ttTw�'i�av"sirt eww m ma tt^,..,,«.ro r� � g ��, €� .��:,sa.•ewe - _ - ,',"���".ub�'".�,��ar 4, v * a: N N sNa 3 a �n so-. P�ra�.a.,„...�a w•,-ea4.�4�� •,• 1;,;✓ a� g swrnc[�s'M�?�_�n m®_mio,sl r+�a,mrtut m 1 rye zo. (rot SANITAPROFILE , mv� aw ars mp°�i � ,m .noaxn :pEa 1 p 5 1 - sonwu evers°nmw�vc°"ron ",w m'°">Frecw..�. EPj ea.�e um N•o.a vaa ' ,w . tlr�q 1 �i II —SANITARY SYSTEM MUST BE A MINIMUM s OF 51 TO ANY EXISTING OR PROPOSED sa """" £ ppgFSl • s li oo E .o UNDERGROUND ELECTRICAL LINES—* ef.•e I/ \I SCOFF OF WORK: NASSAU POINT ROAD' �e��\�.__ Le• =`d wa..,,a,�wa �g ;4as� -443✓e I— �ecw�wo v.oecroi nc"�ime:Aw�¢�,�"i• cSn¢ oio #Iti- sh'o4�/A •a4 mma vms,ams=.rw u'"'m�aau�vTv,ry a°r°•°ewa a,vawdc�uo�vwncm•wnw nE naarosm o.n s= a'C�� ros cwDA•ng��w,»Ea.,.«6 -$ BIII DESIGN CALCULATIONS: $ e;Sa IIA OWTS PLAN - at o�.nNAa ,�azE%.> sn p`a_ yr7iz& c,Awe o'.A:tmoi•�4..°`"a ou:a o.°�o'°'o.`cs,K•"" ':�,a..m n D•nw ro 44.ro a s �• ro ao�,re a aQldYt v'vi�i•nw e•m[ a ue=uanc u e••rn (can�wW � mugxc.auer•xo awe fdMnh�T�°00L�1AF'u�uno"w wo�orsw.aa Mro wv4ar+m um`ouw. 81'�j:8 n r z+r r-r _ � nw.c.,soa.wa Abandonment of he existingsanitary system must be in pp yye•1 w•aw z aw u.w""""'°aa ,t"�F°' rY Y l�da's con,•+rmance with the Department's requirements.� p F3a- D Aarc 4 au,.w ro s«,ao am ro cwmmo<.•'- �imeww m �� Submit completed form ItN/vTv1-0&^as proof ® FUJI MAC'IOORII BLOWER SOIL BORING ._. m SEE TTACHMENT(S) S � �. „�..... opo o_a �`'�e•rA u — m.,e,.•os iAr.: Awn D•a_m - -�' wn I-� y3 .J_I, .L-rS 1� S W o. of — 2Q 5 eaaw Aoom SUFFOLK..COUNTY DEPAP.T uT OF HEALTH SERVICES _ .w I PERmrr FOR APPROVAL OF CONsrRUCTiON FOR A W o F mQ u 0 s•ro•sr mx*,cr imu a, c=f ours SINGLE FAWLY RESIDENCE ONLY �o Oa 1 a = c.•.a a•:E oLL d a sso z •� . `�"�.tea DATE srtarzozz H.S.REF.No. R-zz-aost �y 1 w•Dao.e DI.a °"a.ae' csoa-ss>. ut�w �:�vmawn+cv riw•m,a•sm w vacs m,x ro rmmc irzn, S��� ''ti_ _ _ APPROVED •� ^^' FOR MAXIMUM OF 11 8 BEDROOMS EXPIRESTHREE YEART FROM DATE OFAPPRO`JAL 1. _ 4 evroee.LS w.Wa,•9I.4 N31. WA >a ac wr•rs R1PooAiOFpi4na oaaam. CLEANOUT DMMaesign Professional's Certification Required. 'u't _ FUJICLEAN CEN7 WASTEWATER TREATMENT SYSTEM a Lp•�•• s.,, um"m>'�'m•nO4ao, Submit P.E.or R.A.Certifiwlion For ueno.avn ��� w14 ar sms,�°ww.o.•m omm The Installation d ronstructinn of the Sewage Disposal System ET® a C7 a a na�m�.a••��� xwnioveaum r.xn �� r¢aacc.r wwus unxrax eaksx �3 w.n„wvoa twmsrs �❑ �+iw.a .w[nw. .urw.v w.nnw.r wc.m 4"m w,x. �x.�i°°s°`iF�n tia�axw ivm�c s�ua eE rvLL ss.0 m,mu[tou wu�carom.wc .xv w.van axmn r.. az rsivwim xo,aa nx«r i a.r"'oc wm a vuwa "�' 1 wm_m°v"m..wc'c0 pfis 9 CONTROL PANEL ELEVATION ,FA OWVTS SINGLE LINE DIAGRAM SANITARY LEACHING POOL •pll i N••,• � a3�1li e 5 efea�,lt h le;Fe �LL zl=j�g Fe �_ Ip 3 €,asl r,a n w:rw„n a wr[ x... � ��._,:..::I yi9•��� - >i,E,•;:a.�`.'-xS= �` i~�a tmx�iv..em�xz v'xOi.w �'� d9�a�� ���i xw m vc rvc ssw wrt ���ma.,cr ro vss x�mv>m' �� t.•sta[r d.raW RL•b pW®w xrs[ai s*.x[.® OY '�"a"m�t5a'Ww.Mo PRo T¢>mW v�w�ivl� nd IA Rov,cR a„¢x umvl.0la Q mo mwwxe.�,a.rrw,ac �aa,«naw roaxm�,wt, a m'"[ao' .Minor's m,u"nN9as' t�'°"ai`""` pn J Va 4o� ELECTRICAL TRENCH PVC SANITARY PIPE TRENCH � 6 W w gN dro YA w Ko o� v Uj d J� E TTHMETs} . auv t0.xo>2 3 .s wor® cl 3/10/2021 NANCY FOOTE Service To: PO BOX 156 NASSAU PT RD MATTITUCK NY,NY 11952 CUTCHOGUE,NY 11935 Customer Project#:900000125314 Dear NANCY FOOTE: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS_law(NYCRR Part 753)requires all contractors to,call,for a utility locate(NY 811)prior to performing any ground excavation or regrade.activity. The call to the 811 Call . Center:must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home.or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at.1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli e Building &Renovation Services PSEG-LI Evan T.Steffens Nationalgrid Senior Supervisor Gas Customer Connections,NY February 8, 2021 Kevin Foote P.O. Box 1"56 Mattituck, NY 1 t952. �-Mail ; KEufNt�KEVINFO.OTE:C:OM:.; `:-" National:Grid WO# t T102375564 Service Address: 4630 Nassau;Point:Road Cutchogue,"NY 11935 To Whom It may concern, This Letter is to advise you that N,ational,Grid in!es#igated your request and confirmed that the sub ject property does not have an,active so ice dine: New York State law requires anyone planning underground excavation work.to notify local. utilities.by making"one call to a toll-free:number to get your underground lines identified for you pnbr.to doing any digging. This phone.call needs to be made at least 2, days but not:more than 1-.0 days prior to starting work; not including the date of the call, The number to call is either the nationally,sponsgred.u81 V, or the local number for NYC/ LI area,1-800-272-4480.This corifirmation:aetter. of n-active gas service line to the subject property does not relieve the excai ator of`m king this '811"call: If you have any further questions, kindly contac m"a at:833-359=0645. Respectfully, Evan T. Steffens . Senior Supervisor Gas Customer Connections NY 1;650 Islip Ave,Brentwood NY 11717 T:833-359-0645 evan.steffen4nationalgrid.com ng- dlirudprocessing@,nationalgrid.com Horton, LisaMarie From: Kevin Foote <kevin@kevinfoote.com> Sent: Tuesday, March 7, 2023 2:57 PM To: Horton, LisaMarie Subject: Re:#46925 LisaMarie, I would like to respectfully request an extension to my residential building permit at 4630 Nassau point road..Please advise on how to pick up the updated permit for the window..Ps. Maybe interoffice to Nancy? Thank you . Yours for the Distance Kevin KevinFoote.com Kevin D. Foote LCSW PLLC 631-834-5402 The information contained in this e-mail message is intended only for the personal and confidential use of the designated recipient named above. If you have received this message in error,please notify me by telephone immediately and delete it and any accompanying documents. Any review, dissemination, distribution, or copying of the message and documents is prohibited. On Mar 7, 2023, at 11:46 AM, Horton, LisaMarie<lisamariehksoutholdtomM.gov>wrote: Hello Kevin, To extend your permit we would need you to email a letter requesting to extend your permit. The first extension is free and will bring the new expiration date to October 5,2023. licaMarie.Morton Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday, November 30, 2021 9:01 AM To: 'kevin@kevinfoote.com' Subject: 4630 Nassau Point Road Hi Kevin, I have received the amended plans for the foundation work. Before I can go head and approve this I do need the following: �U i� K2- Due e existing basement portion will require an mergency escape egress window or door(the State code does permit bilco doors as a form of egress) to the amount of work being done to the ouse,we will need a sanitary certification of the existing system m a NYS engineer or architect at some point when you come in to amend the plans for the house portion (unless you are applying to the Suffolk County Health Dept.) I need verification that the proposed foundation walls will be within the same exact footprint as the existing ba ement. The architect can provide a site plan with a note. I do see there is a new stoop on the eastern side of e house that does need to be reflected on the site plan. Setbacks should also be included on this plan. I see there are some callouts on the latest plans for new insulation in the floor and walls. I will also need the R- values for the ceiling values as well.The ceiling has to be a minimum of R-49, if not,then a ResCheck based off the 2018 IECC will be required. If you are not doing insulation work at this time,the architect should remove that from the plans and just have the new foundation work shown. Please let me know if you have any questions. .Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 1 SURVEYED FOR: TOMAS A• DE6OP4/-/ L• Q;eQC/,CE LOCATED AT Cf/7-0•ypGUE' .TOWN OF SOUTNOLo LOT /S7 SUFFOLK COUNTY N.Y. MAP OF AME.c/OEO MAP A SCALE I _¢0' OL'/v,G/S SAU �D/N 6 FILED CO.CLK.N0./� F" 8��/922 SUFFOLK CO.TAX MAP DATA:. DIST./Ooo ,SEC.///Do ^emu• 20" 259. - =A�, Fo• N BLK. .00 LOT 0/0.000 W 1�}f r 1 Fe✓cF ti R a� ia'to 7 N n 157 2.5 2.3 /.S we�L,Nv ,Iry r/ a 56.9 t% Mal C zzz moo. v GUA.e.4^/TEE'O Ta.•- /J�Jr H H /''1,'rI/-i� �'F�� P I 1 o # 9 h A r%26T A�19E,2/C4.c!TTGE�SU,PA.Vc6 � o p./��25�� _�288,DO �j O � • aMPA vy of N. youiic/�`�ivT,?Y.4Bsl.2q�T lTO. �.9��'j �9.y5"�^ r �i� /5�//pB) • Trr­ �T t/..45 A.¢�OF�'oBAN G•O,eouCE Fu G//u� � ��i � �Su2� ��✓TE��U.VTY/�a,2TGAGcE Q (�� SURVEYED OCr 3D 1986 BY - WILLIAM R.SIMMONS JR. P/O BOX 377 A• � JAMESPORT,L.i..N.Y. 11947 FILE NO;/G7By _ PAGE 23 GRIDS._¢p DRAWN BY//.(/.,e�j. - 1 S.C.T.M. N0. DISTRICT: 1000 SECTION: III BLOCK: 8 LOT(S): 10 LOT 158 I 259.58 N 86048120"E OOE Cn ton IL07 157 �, 00 I cn 0 z B9.2' b o I 0) W 0 LOT 156 N I SHOWER o 0_ N 14.2 U 35.2 2.3 5.6 .1 STY FRM• UP Z DWELLING J OZ a N c CONC WALK p 0 o a 21.3 O BRICK w 12.1 4.0V3021a ` m og° 172 STOOP o �A K � EENED LU . x 5 P cc ORGH MON. 3 o � 49.4' 10.2 GRP AGE. U.P.( Y 2 3 . ROADWAY U.P. �DN� 1 0 2 ON DIRT / LOT 155 00 i / 6g / MON. / � z / THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL / x=w LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS / AND OR DATA OBTAINED FROM OTHERS. vBROWN/ SM LOAMYY SAND 2.8' AREA: 37,528 S.F. or 0.86 ACRES ELEVATION DATUM: __ _----_----------- & GRAVEL UNAUTHORIZED AL7ERA77ON OR-ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY PALE MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN BROWN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON SW MEDIUM 2.5' LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. SAND THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE,AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY — PALE SURVEY OF: LOT 157 CERTIFIED TO: KEVIN FOOTE; NANCY FOOTE; BROWN MAP OF:AMENDED MAP A" OF NASSAU POINT AMBASSADOR ABSTRACT, LLC; MEDIUM SAND FILED: AUG. 16, 1922 No.156 & GRAVEL SITUATED AT:CUTCHOGUE TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC — 17' Professional Land Surveying and Design JAN. 6, 2021 P.O. Box 153 Aquebogue, New York 11931 K. WOYCHUK LS FILE #221—04 SCALE:1"=30' DATE:JAN. 6, 2021 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 r � r 4'CHAINLINK FENCE 185.25F O r l r 0 1 r r r WIRE FENCEALONG LINEN 3 32 00►► W r °S 1 11 i , 1 ' 22.5' z o Y FRAME ll ,�11 UZ N GARAGE 17.8' N W N o 00 40.3' d' I 75.6' 00 Z 1 , , ` l i , 1 � LOCATION 1 OF TEST ' HOLE , ' rnl 1 EXISTING F-t �I 1 OUTDOOR SHOWER TO o BE REMOVED � i 27.0' 2 O ,5' N EXISTING 2.4' 1 1 o BASEMENT l C 2.5 ±6-5Z"HT. 4 ' PROPOSED ONE_ BILCO —2'S =- STORY ADDITION EXISTING EXISTING 8'-0"x 55'-0"(IRREG.) ` m COVERED 1 STORY -='' 408 SF PORCH - 19.1' N FRAME ' Oml 1 m o DWELLING l EXISTING 0.6' 8.6' #4630 C') ' SCREENED NI PORCH NEW CRAWL SPACE noo l N ±2'-0"HT. CD f I 1 o 27- 10.6 25.2__ N 10.4' 25 l EXISTING COVERED 9:5''. NEw42 01 SETBACK PORCH TO BE - ' LEGALIZED ��FtED A C E Ft f� Z � C? 0�) .� • - � 0 9740 yC) l I OF NEB JPI 1 � PLOT PLAN Proposed Interior Alteration: SCALE: 1"=20'-0" ' Foote Residence l #4630 Nassau Point Road z� Cs� PLOT PLAN INFORMATION OBTAINED ' I FROM A SURVEY PREPARED BY: Cutchogue, NY o a t ' I KENNETH M WOYCHUK LAND SURVEYING, PLLCI Town of Southold co 0 1 DATED:JANUARY 6, 2021 County of Suffolk �rr, N II SCTM#: 1000- 111 -8 - 10 ° LMO Issued:Approval N_ _ W.M. _ _ _ _ _ Plot Plan u.P. 103.00' u'P' S 12°470—C " E ------ Keri Kazel, Architecture - - ED 2;B6nerC GE OF PAVEMENT P: . x' 69 72 Shone:' 1 11929 Phone:631=8Z4.-2925 NAS SA U POINT ROAD ker @kazela chit cts.com Date: January 3, 2022 Scale: As noted PP I Project No. � ? r 1A I 1 r r r CFENCE 185•25 r O r r r r WIRE I FENCEALoNG 03 3�0L/NE � W r_ r r 1 Mo 1 Q41eiv ! 1 I 1 1 I 1 1 i 1 22.5' - o FRAME N N GARAGE 17.8' N 1 0 00 i' 40.3' p� 39' l0 1 75.6' 00 I 1 � I 1 � LOCATION OF TEST i G71 HOLE �I 1 o I EXISTING r, �I 27.0' zoOUTDOOR Ui 1 I I m 25' EXISTING 2 4, SHOWER o 1 o BASEMENT 1 CV i FT1 I 1 2.5 t61-q' HT. —2.5' - -- - �� ml EXISTING BILCO EXISTING r- 70 Ci COVERED 1 STORY Z I m PORCH 19.1' N FRAME 1 Mi I o DWELLING a ' O '`O #4630 m EXISTING 10.6 8.6' 1 SCREENED oNo PORCH C14 NEW CRAWL SPACE ' ool t2'-0" HT. of I 1 ' 0 10.6' 25.2' N 10.4' 27' EXISTING COVERED '" 9 49.9, PORCH TO B�E - LEGALIZED li I 0 THE PROPOSED SCOPE OF WORK � ;��FtED. �C . Z FOR THIS PROJECT IS FOR NEW Op AN n CRAWL SPACE FOUNDATION WALLS 1-0 -� AND FOOTINGS.ALL EXISTING STRUCTURES C� ARE TO REMAIN WITH IN THE EXISTING SETBACKS AND SAME EXACT FOOTPRINT. 1 N THE EXISTING COVERED PORCH ON THE EAST D I SIDE OF THE HOME IS TO BE LEGALIZED AS o '1 -< I 9743- - �Q i 1 CONSTRUCTED PRIOR TO THE YEAR 2001. OF 1 N Lo P LOT P LAN ! Proposed Interior Alteration: SCALE: 1"=20'-0" ' Foote Residence #4630 Nassau Point Road 1 PLOT PLAN INFORMATION OBTAINED ClitC110 e NY FROM A SURVEY PREPARED BY: � ' 1 KENNETH M WOYCHUK LAND SURVEYING, PLLCI Town of Southold 1 I DATED:JANUARY 6,2021 ' County of Suffolk 11 SCTM#: 1000- III -8 - 10 Issued: Approval N. _ W.M. _ Plot Plan U.P. 103.00' � u.P. 5 12°45'00" E ------ � Keri'Kazel, Architecture EDGE OF PAVEMENT 2 Windemere Court Pi0.Bbz''169 i .y K Speonk;NY 11972 ROAD Phon6:1-8 41-74 2925 NASSAU POINT keri@31-874-,7377 keri@kazelaiazchitects.com Date: December 3, 2021 Scale: As noted PP 1 Project No. i Generated by REScheck-Web Software Compliance Certificate Project Foote Residence Energy Code: 2018 IECC ® BUJ 1U' Location: Southold, New York Construction Type: Single-family JUL 1 5 7�22 r Project Type: New Construction Conditioned Floor Area: 1,940 ft2 TOWi�i OF SUijIHULD Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4630 Nassau Point Road Keri Kazel Cutchogue, New York Kazel Architects 2 Windemere Court PO Box 169 Speonk, New York 11972 631-874-2925 keri@kazelarchitects.com Compliance: Passes using UA trade-off Compliance: 10.8%Better Than Code Maximum UA: 397 Your UA: 354 Maximum SHGC: 0.40 Your SHGC: 0.27 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 Ceiling: Cathedral Ceiling 2,306 0.0 36.0 0.027 0.026 62 60 Wall:Wood Frame, 16" o.c. 1,966 21.0 0.0 0.057 0.060 88 92 Door: Solid Door(under 50%glazing) 25 0.400 0,320 10 8 Door 1: Glass Door(over 50%glazing) 267 0.300 0.320 80 85 SHGC: 0.25 Window: Wood Frame 137 0.280 0.320 38 44 SHGC: 0.32 Floor:All-Wood joist/Truss 2,306 30.0 0.0 0.033 0.047 76 108 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Keri Kazel-Architect Ep 7-11-2022 � \i . . Name-Title �g `P, k .C ` Date �0 a- Project Title: Foote Residence Report date: 07/11/22 Data filename: o ,; Q` Page 1 of10 19743- �0 �F N� Project Title: Foote Residence Report date: 07/11/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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,' Field Verified _# Pre-Inspection/Plan Review•< Value Value: Coinplies.,.,, Comments/Assam"ptions y. &,1Req.ID 103.1, ;Construction drawings and ,; ❑Complies 103.2 documentation demonstrate ❑Does Not [PRl]l ;energy code compliance for the { building envelope.Thermal ,`❑Not Observable ; envelope represented on t ' `'` "'} "` ;; '.' '''❑Not Applicable ; construction documents. 1.;,,.• PIP 103.1, ;Construction drawings and ❑Complies 103.2, ;documentation demonstrate . ., •"ADDoes Not ; 403.7 ;energy code compliance for is ❑Not Observable ; [PR3] lighting and mechanical systems A-) ,Systems serving multiple ! . j❑Not Applicable ;dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. , 3021; Heating and cooling equipment is; Heating: Heating: ;❑Complies 4033 i sized per ACCA Manual S based I Btu/hr Btu/hr T]Does Not [P.R2]? " on loads calculated per ACC A ; Coolin ` Coolin Manual or other methods g' g ❑Not Observable ; U• ; ; Btu/hr Btu/hr approved by the code official. ;❑Not Applicable , Additional Comments/Assumptions: 1 I High Impact(Tier 1) .2t Medium Impact(Tier 2) =3 Low impact(Tier 3) Project Title: Foote Residence Report date: 07/11/22 Data filename: Page 3 of10 T 'Uri bit on,Iris'b'ection,,,�- P. �ornrnen slAtsuinotiong' ' 3612,A* A protective covering is installed to :E]Complies [Fbh'z)2z- protect exposed exterior insulation ;E]Does Not and extends a minimum of 6 in, below grade. :E]Not Observable; :E]Not Applicable 4019," Snow-and ice-melting system controls.iElComplies installed. :[]Does Not 'q ![]Not Observable: IE]Not Applicable 1 I Additional Comments/Assumptions: I I High Impact(Tier 1) 2;]Medium Impact(Tier 2) 3 Low Impact(Tie:r::3) Project Title: Foote Residence Report date: 07/11/22 Data filename: Page 4 of 10 . . 402.1.1, Door U-factor. U_ U_ :E]Complies :See the Envelope Assemblies 402.3.4 'E]Does Not table For values. :,E]Not Observable :E]Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U_ �,E]Complies :See the Envelope Assemblies table for values. 402.3.1, average). UlDoes Not �E]Not Observable 402.5 AD 303.1.3 ;,U-factors of fenestration .[:]Complies products [FR4l1 :are determined in accordance E]Does Not !with the NFRC test procedure or itaken from the defau It table. E]Not Observable Applicable 402.4.1.1 ;,Air barrier and thermal barrier TIComplies !installed per manufactur, s instructions. :_'.',JDNot Observable i"!E]Not Applicable DComplies 402.4.3 Fenestration that is not site built [FR20]1 :is listed and labeled as meeting i�,, 111Does Not 1EINot Observable :or has infiltration rates per NFRC ]EINot Applicable ;400 that do not exceed code 402.4;3,,,c1IC-rated recessed lighting fixtures ElComplies E]Does Not [FR16_]2 sealed at housing/interior finish 'and labeled to indicate :52.0 cfm E]Not Observable J leakage at 75 Pa. [:]Not Applicable 403.3.1 !Supply and return ducts in attics .,E]Complies E]Does Not [FR1211 insulated >= R-8 where duct is >= 3 inches in diameter and >= 0Not Observable :return ducts in other portions of IE]Not Applicable ,the building insulated >= R-6 for !for< 3 inches in diameter. 403.3.2 !Ducts, air handlers and fil 311 :boxes are sealed with jElDoes Not !joints/seams compliant with Observable International Mechanical Code or ...... 1EINot Applicable ,International Residential Code, as' 4033. Building cavities are not used as 'ElComplies E]Does Not ducts or plenu E]Not Observable ,j0Not Applicable 1:E]Not Observable QNot Applicable 403.4.1 !,Protection of insulation on HVAC OComplies [FR2411 piping. 'ODoes Not -'E]Not Applicable Hot water pipes are insulated to 1 R- R- �[]Not Observable i[]Not Applicable 1 High impact(Tier 1) 2-,-',_.]medium impact(Tier 2) 1;.3�'J Low Impact(Tier 3) Project Title: Foote Residence Report date: 07/11/22 Data filename: Page Sof10 . . ` IDA Automatic or gravity dampers are ElComplies )es Not IFR191?-'-,, installed on all outdoor air intakes and exhausts, ONot Observable EINot Applicable AddNtiona8Commments/Amsummptions: 11 High Impact(Tier 1) Medium I rpact(Tier 2) J-��),,,`J,Low impact(TIe=r3=) ' Project Title: Foote Residence Report date: 07/11/22 Data@enanne: Page 6of1O . . z A- All installed insulation is labeled ElComplies or the installed R-values E]Does Not E]Not Observable []Not Applicable See the Envelope Assemblies table thr values. Steel Steel �E]Not Observable 'E]Not Applicable 303.2, ;Floor insulation installed per 402.2.8 manufacturer's instructions and Does Not in substantial contact with the ""I""'EINot Observable ;underside of the subfloor, or floor iframing cavity insulation is in E]Not Applicable )contact with the top side of !sheathing, or continuous .insulation is installed on the underside of floor framing and i .extends from the bottom to the i,top of all perimeter floor framing 402.1.1, Mall insulation R-value. If this is a: R- R- !F—]Complies :See the Envelope Assemblies 402.2.5, !mass wall with at least 11/2 of the Wood d ;E]Does Not table for values. 402.2.6 4all insulation on the wall El woo Mass Mass bNot Observable LIN31" :exterior,the exterior insulation 19 ;requirement applies (FR10). 303.2 iWall insulation is installed per id�1?1:i ies Does Not [IN411 !manufacturer's instructions. E]Not Observable E]Not Applicable AdditionalComments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Foote Residence Report date: 07/11/22 Datafi|enamna: Page 7of1O . . V . 402.1.1, ;,Ceiling insulation R-value. R- R_ ;LJComplies See the Envelope Assemblies 402.2.1, Wood �0 Wood :E]Does Not :table for values. 402.2.2, Steel Steel �,[]Not Observable 402.2.6 (Fill' UNot Applicable 303.1.1.1, :Ceiling insulation installed per ElComplies 1EIDoes Not 303.2 manufacturer's instructions, [F1211 !Blown insulation marked every '1EINot Applicable 402'.2.3 Vented attics with air permeable DComplies [Ff2�j� insulation include baffle adjacent ElDoes Not to soffit and eave vents that C ervable extends over insulation. le cab 402.2.4 ;Attic access hatch and door R- R- �,E]Complies [F1311 !insulation ;--R-value of the ElDoes Not :adjacent assembly, :[]Not Observable ;[:]Not Applicable [FI17]1 ;ach in Climate Zones 1-2, and ![:]Does Not ;,E]Not Observable Thot Applicable !either: Rough-in test:Total I leakage measured with a :,E]Not Observable ;pressure differential of 0.1 inch :E]Not Applicable �w.g. across the system including ;the manufacturer's air handier I enclosure if installed at time of !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 ;handier enclosure. 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 ;,E]Complies handler @ 25 Pa. For rough-in :,E]Not Observable EINot Applicable ,tests,verification may need to ioccur during Framing Inspection. 403.3.2.1 Air handler leakage designated E]Com pi les [F124]1 !by manufacturer at<=2%of TIDoes Not ;design air flow. 44 403.1�1 Programmable thermostats _-�,.-'!Elcomplies heating and cooling systems and �11�",,�� initially set by manufacturer to EINot Observable --,-'J11Not Applicable code specifications. LJComplles 401IJ Heat pump thermostat installed 'E]Does Not [FIIO]2 I on heat pumps. 403.5-.1- Circulating service hot water [FI11,12 systems have automatic or DDoes Not "UNot Observable accessible manual controls. I I High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tle=r3=) Project Title: Foote Residence Report date, 07/11/23 Data filename: Page 8of1O . . ue qJD ElComplies 2 fans not part of tested and listed El Does Not HVAC equipment meet effi cacy [-]Not Observable '�-_'IE]Not Applicable and air flow limits per Table 403.2 Hot water boilers supplying heat JElcomplies "IDDoes Not F 1 -6 1 through one-or two-pipe heating systems have outdoor setback Not Observable control to lower boiler water temperature based o E]Not Applicable n outdoor ElComplies Heated water circulation system '.'have a circulation pump. e E]Does Not system return pipe is a de icated ONot Observable ire urn pipe E]Not Applicable pipe. Gravity and thermos- syphon circulation systems are not present. Controls for J circulatin g hot water system pumps start the pump with signal within the for hot water demand Z occupancy. Controls automatically turn off the pump .1when water is in circulation loop t t point temperature and no demand for hot water exists. -403 5.121 Electric heat trace systems ElComplies [F129 comply with IEEE 515.1 or UL []Does Not 515. Controls automatically I" E]Not Observable adjust the energy input to the oj esired water temperature i heat tracing to maintain the n the 40.5.2',,­J Demand recirculation water systems have controls that V­,�,,�`�,�,:`_ Does Not manage operation of the punip -",,E1Not Observable and limit the temperature of the -!,,)EINot Applicable water entering the cold water piping to <= 1049F. 403.5;4.'1':, Drain water heat recovery units DComplies [F131'12- tested in accordance with CSA i: E]Does Not B55.1. Potable water-side pressure loss of drain water heat E]Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water individual units connected to F three or more showers. 404.1 190% or more of permanent 1:,Z, Complies (F1611 :fixtures have high efficacy lamps.p­ E]Does Not kr- E]Not Observable E]Not Applicable Fuel gas lighting systems have ElComplies no continuous pilot light. E]Does Not [:]Not Observable _lNot Applicable 461,i Compliance certificate posted. ElComplies 7Does Not cable I High Impact(Tier 1) 1,12-:1 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Foote Residence Report date: 07/II/22 Datafi|enanme: Page Qof1D Section -,PI ns,W rifi6d., Tle d"Vbrifi d .' # Final!Ins I a1ue. ; Complies. 'Xo 6he /Assumbtions,. kReq.ID- 303.3,- Manufacturer manuals for ElComplies 1E]Does Not 17118PX mechanical and water heating systems have been provided. 1 ONot Observable 1ONot Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) 2.,]Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Foote Residence Report date: 07/11/22 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 . Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 36.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.32 Door 0.30 0.25 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments Nunemaker, Amanda From: kevin foote <footeworks@icloud.com> Sent: Tuesday, October 5, 2021 11:41 AM To: Nunemaker,Amanda Subject: Re: application Got it.. Cabinets,Vanity,Toilet and Sink..Shower base.There is no insulation-old bungalow. On Oct 5, 2021, at 11:39 AM, Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us>wrote: Hi Kevin, I just received the latest application from Nancy. I just want to clarify exactly what is being removed. Is it just strictly sheetrock and flooring/subfloor? Are you moving all insulation, any electric, plumbing, walls, etc? I need to know precisely so its recorded into our files in case any complaints ever come in we have everything documented. You can email me detailed list if there are other items not addressed on your application. Thank you! Amanda.Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 yrd rt al 4& o�a4rb o2 L,plldo C,-6 'ne4,5 i V a- i3k, 1 e.� APPR VED AS NOTED DATE:- . I- B.P.# OCCUPANCY OR FEE: - f BY: COMPLY WITH ALL CODES OF USE IS UNLAWFUL NOTIFY BUILDING r'EpARTMENT AT NEW YORK STATE & TOWN CODEATMOUT CERTIFICI 765-1802 8AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS O FOLLOWING INSPECTIONS: �F OCCUPANCY I. FOUNDATION - TWO REQUIRED '�A�'QL(1IOWN R7 FOR POURED CONCRETE 2. ROUGH - FRAMiI;' PLUMBING T BOARD 3. INSULATION SOUP4eH TOt� -MMTEES 4. FINAL - CON MUST BE COMPLE' N*-8-°Ee ALL CONSTRUC r`P;,;. :-.ALL MEET THE � •�_�Dha/ Q�,M 1,.�f REQUIREMENTS OF-tHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 1 ( Lt1�e_�� � ll C� (711 R1 I"'i STORM WATER RUNOFF PURSU','NT TO CHAPTER 236 OF THE TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL ELECTRICAL WITHOUT CERTIFICATE N/F MARY ELLEN HINSPECTION REQUIRED OF OCCUPANCY SCTM: 100-111-80-9 VACANT N/F JAMES DUFFY ( SCTM: 100-111-80-8 �, ; VACANT ; 4'CHAWL/NK -^�FENCE 185.25► p f it TRUSS PLACARDNG R 7QU'9::D t DO MOT PROCEED MTH I I ° FFIX-y!l;,;S UNTIL SURV Y Or,FOUNDATION LOCATION w�—__ _ N ° HAS BEEN,APPROVED, REF ��� —'�- 03 2' 1 EN 3 1 \ 1 LONG LINE 00 �T 1 w - . fit'' 7t /�' ^� s Mo N � sr ' All lea,ior lighting,n, �J S replaced or II 1 z 04' repaired shall conform Blower door P and duct:iworkof to Chapter 172 testing required. the Town Code ' I 1 1 It I1 i I 22.5' N _ 0 1 W 1 o DRY FRAME _ i I a GARAGE w NO WATER 17.8' co — _ (Q� ; NO SEPTIC ci a ' \ I v GAR.FL.EL.:±72.5' O ' 11 I 40.3' a O� , I EXISTING 1 00 � 1 I 75.6' 1 ! Z I --- 11 1 I -- ---'- 1 FUTURE i 18 x 36 POOL 1 --------- ------------------ ItI / 1 m 1 ' 1 I 40'42" " I PROPOSED 9 I l 1, 21 C c-'� WOOD DECK --------- ' cal M N 2 -0" ;8'-1" 6-8 " PROPOSED 1 1 N/F KATHRYN FARRAND ; I i II -s0 - OUTSIDE I SCTM: 100-111-80-12.1 ; F-r-1 I - 9) _ BASEMENT I IMPRCVED ' /`� ` i N a) STAIR RE-BUILD EXISTING N SCTM: 100-111-80-7 N/F JAMES DUFFY r. PUBLIC WATER , N 1 COVERED PORCH j 15_p" LOT AREA: 37,528 SF or 0.86 ACRES - v AND SUNROOM IN EXISTING 6'-0" �I 1 EXISTING LOCATION 1 STORY !ADDITION_ 1 VACANT THERE ARE NO NEIGHBORING WELLS z FRAME ! 1 STORY I 1 WITHIN 150 FT OF THE PROPERTY _ m O in C.P.I DWELLING FRAME ' I 1p'_6^ g'-8" DWELLING NEIGHBORING PROPERTIES WITHIN 150 FT ARE PUBLIC WATER ' ^,I SUN 6'-0" PROPOS RM ED36_4" THERE ARE NO SURFACE WATERS � 1 WITHIN 300 FT OF PROPERTY. 27'-0" 24'-7" EXISTING M I I I M `O �� TEST HOLE DATA: ELEVATIONS BASED ON NAVD(1988), USC&GS DATUM ED R I io 4 2 11'-0"-4 2 BROWN SURVEY OF: LOT 157 �5� RAN A I PROPOSED SM LOAMY SAND 2.8' COVERED I / PALE BROWN&GRAVEL MAP OF:AMENDED MAP"A"OF NASSAU POINT c �� PORCH 1 SW MEDIUM 2.5' ►c'1 t' v 1 I I 00 SAND SITUATED AT: CUTCHOGUE 1 >k 1 A 0 - ' � 01 _ --' TOWN OF:SOUTHOLD - 9743- D O I PALE COUNTY OF:SUFFOLK l OF NEB 1 * BROWN N I I �' MEDIUM 11.7' STATE OF: NEW YORK ' SAND& I I 00 GRAVEL W 1 I o _ 1 17' NO GROUND WATER SCDHS-WWM USE ONLY K.WOYCHUK LS Pro TEST HOLE BY: ENCOUNTERED posed Interior Alteration: � JAN.6,2021 Foote Residence 1 ' a I I C ; #4630 Nassau Point Road I ;' Cutchogue, NY Town of Southold MON_�' _ „W.M. _ _ _ - County of Suffolk U.P. - 103.00' —P' S 12°45'00" E ----- - '' SCTM #: 1000 - 111 - 8 - 10 / EDGE OF-PAVE MENT PLOT PLAN NA SSA U POINT ROAD - SCALE: 1"=20'-0" Issued: Approval PLOT PLAN INFORMATION OBTAINED Plot Plan SCTM:: 100-111-90-8 FROM A SURVEY PREPARED BY: � N/F HYMAN /; KENNETH M WOYCHUK LAND SURVEYING, PLLC 00 IMPROVED DATED:JANUARY 6,2021 1 PUBLIC WATER Keri KaZel, Architecture 2 Windemere Court P.O. Box 169 Speonk,NY 11972 " Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Date: July 11, 2022 Scale: As noted PPI Project No. CARPENTRY AND LUMBER: TABLE R301.2(1) 2020 RESIDENTIAL CODE of NEW YORK STATE 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTES: LUMBER IS BE FURNISHED AND INSTALLED COMPLETE WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES, GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE WINTER AIR MEAN HANGERS,ENEDA REQUIRED STEEL PLETE THE WASHERS ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BEOTHER SUPPLED ECIALWITH SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE WIND EXPOSURE DESIGN FROST LINE DESIGN FLOOD FREEZING ANNUAL AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OFNEWYORK LOAD (MPH) EFFECTSk REGION ' DEBRISZONE`" CATEGORY CATEGORY WEATHERINGa DEPTH TERMITE° TEMP' HAZARDS9 INDEX TEMPI STATE. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE 20 PSF <140 NO NO YES B B SEVERE 36" MOD TO HVY 11° F X 618 52.1°F NUMBER AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCLME:NTS. MANUAL J DESIGN CRITERIA GENERAL NOTES: CONCRETE WORK: 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE#2OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE INDOOR DESIGN DESIGN TEMPERATURE COOLING HEATING TEMPERATURE DIFFERENCE 1. CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1.ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON CORRECTION FACTOR TEMPERATURE TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK.REPORT,IN WRITING,TO THE ARCHITECT AND AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE ACCOMPANYING STRUCTURAL CALCULATIONS.ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON 40'N 12.50 84° 1 70° 75°DRY BULB 63°WET BULB 57.5° ENGINEER XECUTION NY AND COMPLETION CONDITTIONOIONSWMCHMAYINTERFEREWITTIOROTHERWISEAFFECfORPREVENTPROPER TO BE REINFORCED WITH w.w.F.6z610/l0. DETAILS. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY SYMBOL LEGEND EXECUTION AND COMPLETION OF THE WORK. 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF TIE IRCONYS,OSHA,AND THE 2.ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615.60. REINFORCEMENT 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE DIFFERENCE HEATING COOLING WET BULB MESH SHALL CONFORM TO ASTM AT 85 AND A82. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE g 15 7.5 71.5° M 30% 45%-55% LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION.ALL ROOF PLYWOOD TO BE 5/8"THICK AND _ 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHOWN,ON THE 3.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE ALL WALL PLYWOOD TO BE 1/2"THICK. -III-I I ILI-IDRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET F)RT H ON THE DRAWINGS MAY BE LATEST ACT BUILDING CODE,ACT 318 AND ACT 315. For SI: 1 pound per square foot=0.0479 kPa, 1 mile per hour=0.447 m/s. [M1 -III-11 I-1 I EARTH MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern. REQUIRED BY THE CODE. 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS CI AND C2 The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined ^_`��:=�'.-�"�'==d POUR s- •.::;..;,__r ED CONCRETE FOR WATER BOURNE PRESERVATIVE TREATMENT. from ASTM C34, C55, C62,C73, C90,CI29, CI45, C216 orC652. i:'.: OR $" CMU BLOCK 4. DO NOT SCALE THE DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACT BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF b.Where the frost line depth requires deeper footings than indicated in Figure R403.1 I ,the frost line depth strength required for weatheringshall govern.The'urisdiction shall fill in the frost line de th1.2: r FOR CLARIFICATION. 36"BELOW FINISHED GRADE, p q p g g O p g q g p 5.WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL column with the minimum depth of footing below finish grade. 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY B CONSTRUCTION THE WORK OF ALL TRADES.ALLEFORE POURING CONCRETE. 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET'TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE c.The jurisdiction shall fill in this art of the table to indicate the need for protection dependingon whether there has been a historyoflocal subterranean termite damage. EXISTING STUD WALL ' SLOTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET B SUBMITTED FOR REVIEW. d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301 .2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance TO REMAIN 6.CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,ETC. MASONRY: with Section R301.2.1 .4. (TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW 6.PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-W O.C.MAXIMUM SPACING. SECURE BOTTOM OF e.The outdoor design dry-bulb temperature shall be selected from the columns of 971 ____ EXISTING STUD WALL CONSTRUCTION. 1.ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. /2-percent values for winter from Appendix D of the Plumbing Code of New York State. Deviations from the Appendix D TO BE REMOVED LOAD-BEARING CONCRETE BLOCK,GRADE N.ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7.ALL BATHROOMS AND POWDER ROOMS WITHOUTNAT[JRALVENT[I,ATIONTOBE VENTED ASPER TABLE M1505.4.4:PROVIDEASWITCH- 1000PS1 MORTAR SHALL CONFORM TO THE SPECIFICATIONS FORMORTARFORUNTIMASONRYASTMC-270ANDSHALLBE temperatures shall be pennitted to reflect local climates or local weather experience as determined by the building official. [Also see Figure R301.2(1 ).] . , CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 7.ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. f.The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. NEW 2X 4 OR 2X 6 TYPE SMORTAR.ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. 8.ALL INTERIOR SURFACES g.[NY]To establish flood hazard areas, each community regulated under Title 19, Part 1203 of the Official Compilation of Codes, Rules and Regulations of the State of New York(NYCRR)shall adopt a STUD WALL @ 16" O.C. 8. REFER TO STRUCTURAL, 2. MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE M PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE "THICK GYPSUM WALL BOARD.COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE 518"THICK FIRECODE GYPSUM AGE. 5/8"THICK MOISTURE flood hazard map and supporting data.The flood hazard map shall include,at a minimum, special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL BE USED Study for the community,as amended or revised with: JOISTS JOISTS ABOVE 9.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METAL APPROVED BY THE ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. I.The accompanying Flood Insurance Rate Map(FIRM), @ 16"O.C. ii. Flood Boundary and Floodway Map(FBFM),and ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE ARCHITECT. HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND 9.ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH 1/2"PLYWOOD COVERED WITH iii. Related supporting data along with any revisions thereto. I Y'5 CONCEALED IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. COURSE.VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16".WALLS SHOULD BE BRACED DURING CONSTRUCTION 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING The adopted flood hazard map and supporting data are herebyadopted b reference and declared to be art of this section. A5 SECTION / DETAIL UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. WOOD TRUSSES OR JOISTS TO BE CONST.SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. p y p 10. PROVIDEAMINA4[JM 18"X24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTIONR408.4RCONlYS. WHERE h. In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3. 1, R905.7.3.1 and R905.8.3.1,where there has been a history oflocal damage from the effects of ice damming,the jurisdiction shall MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. 4.ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. TO. WOOD STUD WALLS OR PARTITIONS EXCEEDING I O'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." ti VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS:THE MINIMUM NET AREA OF VENTILATION AT INTERVALS NOT EXCEEDING SWERTICALLYINAN APPROVED MANOR. i.The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data A5 BUILDING SECTION OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING 5.ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI Center data table"Air Freezing Index-USA Method(Base 32°F)." SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR.TOOLED JOINTS AS DIRECTED BY ARCHITECT. I1. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER j•The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 320F)." k. In accordance with Section R301.2.1.5,where there is local historical data documenting g gtopographicp p p 11.PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS: ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN SECTIONS R602.8 AND R1o01.12 OF THE RCONYS. g structural damage to buildings due to wind speed-up effects,the jurisdiction shall fill in this art of the __ WINDOW 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30"MINIMUM 6. FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. UNOBSTRUCTED HEADROOM IN THE AMC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING. AND INSTALLED IN STRICIS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATIONIN 1. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.2 OF THE RCONYS. ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO requirements. Otherwise,the jurisdiction shall indicate"NO"in this part of the table. - - - - - 7.FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULATION m. In accordance with Section R301 .2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. ELEMENTS ABOVE 12.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or 1 b from ACCA Manual J or established criteria determined by the jurisdiction. AND MATERIAL SUPPLIERS,IN ADDITION TO TIE GENERAL CONTRACTOR. o.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301 .2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have GIRDER / HEADER ABOVE STRUCTURAL STEEL: 13. ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS: THE MAXIMUM RISER HEIGHT SHALL their ground snow load increased from the mapped value by 2 psffor every 1,000 feet above 1,000 feet. 13.ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 1.ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED FINAL PAYMENT HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM M POST DOWN 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE TABLE R301.5 TABLE R301.7 THESE PLANS HAVE BEEN DESIGNED 14. ALLMATERIALSHOWNONDRAWINGSSHALLBECONSIDEREDNEWUNLESSNOTEDOTHERW[SE. EDITTONOFTHEAISCSPECIFICATION. LESS THAN 31.5"WHEREA HANDRAIL IS INSTALLED ON ONE SIDE AND 27"WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MINIMUM UNIFORMLY ALLOWABLE DEFLECTION FOR COMPLIANCE WITH THE: INTERCONNECTED COMBINATION 15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK. SITE TO BE KEPT IN BROOM CLEAN CONDITION 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND DISTRIBUTED LIVE LOADS (PSF) OF STRUCTURAL MEMBERS 1.2020 RESIDENTIAL CODE OF NEW YORK STATE I<X,SD SMOKE AND CARBONMONOXIDE THROUGHOUT ALL PHASES OF WORK. A307 BOLTS WITH LOCK WASHERS. LIVE ALLOWABLE 2.2020 ENERGY CONSERVATION CODE OF NEW YORK STATE -`'CO DETECTORS AS PER R314 OF THE 4. 14. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF USE LOAD STRUCTURAL MEMBER DEFLECTION 3.WIND DESIGN COMPLIANCE AS PER RCONYS AND 915 OF THE IFCONYS 16. THE ARCHITECF HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. C PAINT ALL STEEL ONE SHOP COATOLOR TO BE GREY UNLESS OTHERWISE DIRECTED BYTTIEARCH[TECT.OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING: 2020 RESIDENTIAL CODE OF NEW YORK STATE CS UNIHABITABLE ATTICS WITHOUT STORAGE 10 RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ U180 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN 4. ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102 17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL ALL MEMBERS UNIHABITABLE ATTICS WITH LIMITED STORAGE 20 FINISHED CEILING NOT ATTACHED TO RAFTERS 5. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. HABITABLE ATTICS AND ATTICS 30 SOUTHOLD CONSTRUCTION STANDARDS, MAINTAINING JOB SITE SAFETY DURING THIS PHASE ACCEPTANCE BY OWNER B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 1 1/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFT,OORING, RCNYS SEC R322,AND ASCE 24 14. OF WORK&SHALL COMPLY WITH ALL APPLICABLE 6.ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED DRYWALL,ETC...FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED W(TEiAT LEAST TWO SERVED WITH FIXED STAIRS INTERIOR WALLS AND PARTITIONS H/180 BALCONIES EXTERIOR 6. ENGINEERED WOOD PLACARD AND DECKS 40 FLOORS U360 NOTES REQUIRED ON PLANS FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING 19. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY ON DRAWINGS. 8D NAILS AT EACH END. FIRE ESCAPES 40 PER TITLE 19 NYCRR PART 1265.4 BUT NOT LIMITED TO BUILDING CODES,OSHA CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS. MOISTURE PROTECTION: CEILINGS WITH BRITTLE FINISHES U360 GUARDS AND HANDRAILS 200 7.TOWN OF SOUTHOLD ZONING&CONSTRUCTION CODES. REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS 20.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL C. PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL GUARD IN-FILL COMPONENTS 50 MATERIAL REMOVAL&DISPOSAL. BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR i. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECrEDBYARCHITECT. PASSENGER VEHICLE GARAGES 50 (INCLUDING PLASTER AND STUCCO) THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND ROOMS OTHER THAN SLEEPING ROOMS 40 THE CONTRACTOR SHALL INDEMNIFY&HOLD 21. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHTTEC7 OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN SLEEPING ROOMS 30 CEILINGS WITH FLEXIBLE FINISHES U240 HARMLESS THE OWNER,THE ARCHITECT,AND OR CONSTRUCTION OF THE WORK. 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUB13ERIZED ASPHALT INTEGRALLY BONDED TO SPIKED SECURELY UNLESS SUPPORTEDONAWALLORGIRDIR STAIRS 40 (INCLUDING GYPSUM BOARD) THEIR AGENTS&EMPLOYEES FROM AND AGAINST POLYETHYLENE SHEET BITUT HENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL. INSTALLATION TO E.ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 22. THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS, AND COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED ALL OTHER STRUCTURAL MEMBERS U240 ARISING OUT OF OR RESULTING FROM ANY OF THE SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: ITEMS LISTED ABOVE. 23. THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE 3.TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE RCONYS. 1. STUDS NOT LESS THAN 2X4 @ 16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. EXTERIOR WALLS-WIND LOADS H/360 ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS 2.PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER WITH PLASTER OR STUCCO THE CONTRACTOR SHALL VERIFY ALL FIELD FRAMING TO SUIT WORK OF OTHER TRADES. 4.FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS 3. R301.2.2.2 CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 24.ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE RCONYS: AGGREGATE GLAZING SHALL NOT BE INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND 4.PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. EXTERIOR WALLS-WIND LOADS H/240 CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OF OTHER ROOF PENETRATIONS. MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL 5.PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... WEIGHTS OF MATERIALS (PSF) THE FLOOR AREA BEING VFNTT FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS.NAIL WITH 6D COMMON NAILS @6"O.C. VENTILATED. WITH OTHER BRITTLE FINISHES RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 25.ASSUME A SOIIrBEARING CAPACITY OF I TON AS PER TABLE R401A.1 OF THE RCONYS.ANY UNSTABLE SOIL/SUBSURFACE FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS. BREAK JOINTS IN ADJACENT COURSES. LOCATE END USE LOAD EXTERIOR WALLS-WIND LOADS H/120 FLASHINGWiTHCARPENTRYMASONRY,ANDROOFINGTRADIS THE ARCHITECT SHALL BE HELD HARMLESS BY ANY , . CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO TILE ARCHITECT PRIOR TO THE JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED, COMBINED ROOF AND CEILING ASSEMLIES 15 PSF WITH FLEXIBLE FINISHES AGENCY FOR ANY"ERRORS&OMISSIONS"ON CONTINUATION OF WORK. 5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS. SHALL BE SIMILARLY INSTALLED. FLOOR ASSEMBLIES 10 PSF THESE DOCUMENTS. 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OFR902.1 OF THE RCONYS. UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSES. EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF LINTELS SUPPORTING MASONRY U600 G.ROOF SHEATIIING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TOSUPPORTS. LOCATE END JOINTS OVER INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF VENEER WALLS THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 6. CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS 27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE RCONYS: SMOKE IS 24"O.C. "METHODS&MEANS"OF CONSTRUCTION. THE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. ARCHITECT IS NOT RESPONSIBLE FOR FIELD OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS,BUT NOT INCLUDING H. FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRTING SURFACE. SUPERVISION. CRAWL SPACES AND UNINHABITABLE ATTICS. FINISHES: 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC...ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL 15.ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMENT BOARD OR OTHER 28.BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE PRIOR TO INSTALLATION. APPROVED EQUAL OVER SUBFLOOR FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF RCONYS. 3/4"PLYWOOD SUBFLOOR. 2.DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS. JOINTS SHALL BE TAPED 29. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AND SPACKLED(3 COATS)READY TO PAINT.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS 16.ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN SPACKLED SMOOTH. OR HEAVY GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, ,��RE D Apo ACCORDANCE WITH ACCEPTED PRACTICE. DRY AREA. THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. \5 �� AN k /�• 3.COVER ALL WALLS AND ALL CEILINGS WITH 12'GYPSUM BOARD. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) ( �� F� "n I 30. THE OWNER AND ARCHITECT HAVE THE AUTHORTIY TO REJECT WORK THAT DOES NDT CONFORM TO THE DRAWINGS. AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED ATNO ADDITIONAL COST. HAVE WONDER BOARD INSTALLED. . iNOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD t°": „ 1� L 31.CLOSEIE OUT OF O NS RUCTIOBLIGATED TO COMPLETE ALL ITEMS ASDESCRBEDIN THE FINAL,REVISED PUNCH LIST ATTHE 4.PROVIDE5/8"TYPEXGYPSUMBOARDINGARAGEONCEILINGANDWALLSTOMAINTAINONE41OURFIRERATING. CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES. `.' i CLOSEOUT OF THE CONSTRUCTION. PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL �"' �. .J 32. THE ARCHITECT SHALL NOT BE RESPONSIBLE ACCORDANCE WITH TITLE 19 NYCRR PART 1265)LE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR PLUMBING: .� �` D 9743-� 0 OR SUBCONTRACTORS NOR SHALL HIISHE GUARANTEE THE PERFORMANCE OF TIHEJR CONTRACTS. 1.PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE CONSISTS OF A CIRCLE 6"IN DIAMETER WITH A STROKE WIDTH OF 1/2" O NEvV 1 33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE INSTALLATION. .THE PLEASE TAKE NOTICE THAT THE ARCHITECT PRIOR TO CONTINUATION OF THE WORK. SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE (CHECK ALL THAT APPLY): 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO YE 34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLEEMERGENCSCAPE& PANTONE MATCHING SYSTEM (PMS)#187.WHERE A SIGN IS DIRECTLY NEW RESIDENTIAL STRUCTURE RESCUE OPENING ASPER SECTION R310 OF THE RCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A SILL HEIGHT OF NOT 3. INSULATE ALL WATER PIPING. APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING MORE THAN 44"ABOVE THE FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5 SQUARE FEET. STICKER OR DECAL.SIGNS NOT DIRECTLY APPLIED TO DOORS OR D< ADDITION TO EXISTING RESIDENTIAL STRUCTURE 4.ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25oF THE RCONYS. WEATHER RESISTANT NON-FADING, 35. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS DEFINED UNDER SECTION R308.4 OF SIDELIGHTS SHALL BE OF STURDY, THE RCONYS: ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL BE TEMPERED. 5.PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. MATERIAL. REHABILITATION TO EXISTING Proposed Addition to the: p THE CONSTRUCTION TYPE RESIDENTIAL STRUCTURE o ote Residence 36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE RCONYS. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE 6"DIA. DESIGNATION "II","III",ESIGNATION ON OR SHALL LL TO BE TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT NEW YORK STATE DEPARTMENTOFHEALTH. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERM. REFLECTIVE INDICATE THE CONSTRUCTION PROPERTY REFERENCED TO THE LOWER RIGHT WILL #4630 Nassau Point Road 37.FIREBLOCKING SHALL BE PROVIDED TOM OFF ALL CONCEALED DRAFT'OPEMNGS(BOTH VERTICAL AND HORIZONTAL)AND TO UTILIZE(CHECK EACH APPLICABLE LINE): FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE AS PER SECTION R602.8 OF HEATING AND COOLING: RED )#187 E CLASSIFICATION OF THE THE RCONYS. MASONRY CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION RIDOI OF THE RCONYS. (PINS)#187 � / STRUCTURE UNDER SECTION TRUSS TYPE CONSTRUCTION(TT) TOWN USE ONLY: Cutchogue, NY 1. PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR. V 602 OF THE BCNYS. 38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE RCONYS: OPENINGS BETWEEN THE GARAGE AND ELECTIVE X PRE-ENGINEERED WOOD CONSTRUCTION(PW) Town of Southold 2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. z RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPED WITH ASELF-CLOSING DEVICE. DUCTS IN WHITE County o f Suffolk THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE 3. COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. "' 1/2"STROKE TIMBER CONSTRUCTION(TC) CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL 4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. SIGNS IDENTIFYING THE HAVE A 314 HOUR FIRE-RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE IN THE FOLLOWING LOCATION(S) S CTM #: 1000 - 111 - 8 - 10 EXISTIANCE OF TRUSS CHECK ALL APPLICABLE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8"THICK TYPE"X"GYPSUM BOARD. ( )= ELECTRICAL: DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY 1.ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THE RCONYS AND WITH THE NYS ENERGY CODE. COMPONENTS THAT ARE OF TRUSS " Issued: Approval VERTICAL SEPARATIONS. CONSISTS OF A CIRCLE 6 IN � FLOOR FRAMING,INCLUDING GIRDERS PP 39. HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE RCONYS. REGULATIONS C405 OF THE NEW YORK STATE ENERGY CODE. TYPE CONSTRUCTION DIAMETER,WITH A STROKE AND BEAMS(F) WIDTH OF 1/2".THE SIGN Cover Sheet 2.POWER AND LIGHTING DISTRBUTIONSYSTEMS TO COMPLY WTI'HNIECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, "F" FLOOR FRAMING, INCLUDING BACKGROUND SHALL BE 40. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. ROOF FRAMING(R) AND ALL STATE AND LOCAL STANDARDS. GIRDERS AND BEAMS 41.ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. REFLECCTIVE WHITE IN COLOR. X FLOOR FRAMING AND ROOF FRAMING(FIR) 3. CONTRACTOR SHALL BERESPONSBLE FOR COORDINATING ELECTRICALSERVICE LOCATION WITH UTILITY COMPANY. "R" ROOF FRAMING THE CICLE AND CONTENTS SITE WORK: SHALL BE REFLECTIVE RED IN Keri Kazel Architecture 1.CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. 4.THE CONTRACTOR SHALL BE L ACCEPTANCE FOR INSPECTION AND APPROVAL 1 WIRING,INSTALLATION IC FIXTURES "FR" FLOOR AND ROOF FRAMING COLOR, CONFORMING TO � AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. PANTONE MATCHING SYSTEM 2 Windemere Court 2.LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED.RETAINED TREES 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, (PMS)#187.WHERE A SIGN IS P.O. Box 169 SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FCR EACH 1"OF TREE DIAMETER, INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. DIRECTLY APPLIED TO A DOOR S eorTk NY 11972 SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINNTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE OR SIDELIGHT, IT MAY BE A p ' SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. 6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC...TO PROVIDE COMPLETE PERMANENT NON-FADING Phone: 631-874-2925 ' 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN INSTALLATION. I STICKER OR DECAL.SIGNS NOT Fax: 631-874-7377 s SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. 7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. DIRECTLY APPLIED TO DOORS keri@kazelarchitects.com OR SIDELIGHTS SHALL BE OF 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL O CHANGES IN FOOTIAS NG SHOWN N DRAWINGS OR 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42"AFF. STURDY, NON-FADING, Date: Jul 11 2022 WHERE ENCOUNTERED SOIL R FIELD GRADE CONDITIONS REQUIRE WEATHER RESISTANT Y 5.CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY ALTER SEVEN DAYS OF CONCRETE CURE TIME USING 9. LABEL PANEL BOARD OF ALL CIRCUITS. MATERIAL. D ate: June 17, 2022 PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. WATERPROOFING. ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED Scale: As noted 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON IN THE CONSTRUCTION DOCUMENTS. . I . I Al GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. Project No. SECTION AJ501 SECTION AJ601 AJ601.8.1.2 INTERCONNECTED. AJ601.12.2 ELECTRICAL SERVICE. NOTES: - ALTERATIONS-LEVEL 1 ALTERATIONS-LEVEL 2 SMOKE ALARMS STALL NOT BE REQUIRED TO BE SERVICE TO DWELLING UNITS SHALL BE A MINIMUM OF 100 SECTION R314 SMOKE ALARMS ENERGY NOTES: INTERCONNECTED WHERE BATTERY OPERATED ALARMS ARE AMPERE.THREE-WIRE CAPACITY AND SERVICE EQUIPMENT R314.1 GENERAL. AJ601.1 SCOPE. PERMITTED. SHALL BE DEAD FRONT HAVING NO LIVE PARTS EXPOSED AJ501.1 SCOPE. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. 1.ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 LEVEL 1 ALTERATIONS AS DESCRIBED IN SECTION AJ301 SHALL LEVEL 2 ALTERATION AS DESCRIBED IN SECTION AJ301 SHALL WHEREBY ACCIDENTAL CONTACT COULD BE MADE.TYPE"S" COMPLY WITH THE REQUIREMENTS OF THIS SECTION. LEVEL 1 COMPLY WITH THE REQUIREMENTS OF THIS SECTION. AJ601.8.2 CARBON MONOXIDE ALARMS. FUSES SHALL BE INSTALLED WHEN FUSED EQUIPMENT IS USED. R314.1.1 LISTINGS. INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION ALTERATIONS TO HISTORIC BUILDINGS SHALL COMPLY WITH THIS LEVEL 2 ALTERATIONS TO HISTORIC BUILDINGS SHALL COMPLY WHERE A LEVEL 2 ALTERATION IS MADE TO AN EXISTING EXCEPTION: EXISTING SERVICE OF 60 AMPERE, SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217. CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE SECTION, EXCEPT AS MODIFIED IN SECTION AJ901. WITH THIS SECTION, EXCEPT AS MODIFIED IN SECTION AJ901.THE DWELLING UNIT,THE DWELLING UNIT SHALL BE PROVIDED WITH THREE-WIRE CAPACITY,AND FEEDERS OF 30 AMPERE OR COMBINATION SMOKE AND CARBON MONOXIDE ALARMS PERMITTED TO DETERMINE AN ENERGY EFFICIENCY REQUIREMENTS OF THIS SECTION ARE LIMITED TO WORK AREAS CARBON MONOXIDE ALARMS THAT COMPLY WITH THE LARGER TWO-OR THREE-WIRE CAPACITY SHALL BE SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED AJ501.2 CONFORMANCE.AN EXISTING BUILDING OR PORTION IN WHICH LEVEL 2 ALTERATIONS ARE BEING PERFORMED,AND REQUIREMENTS FOR NEW CONSTRUCTION. ACCEPTED IF ADEQUATE FOR THE ELECTRICAL LOAD BEING BY THIS CODE. THEREOF SHALL NOT BE ALTERED SUCH THAT THE BUILDING SHALL APPLY BEYOND THE WORK AREA WHERE SPECIFIED. EXCEPTIONS: SERVED. R314.2 WHERE REQUIRED. 1.ALTERATIONS INVOLVING THE EXTERIOR SURFACES OF BECOMES LESS SAFE THAN ITS EXISTING CONDITION. SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH THIS 2.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY EXCEPTION.WHERE THE CURRENT LEVEL OF SAFETY OR AJ601.2 ALTERATION LEVEL 1 COMPLIANCE. IN ADDITION TO THE BUILDINGS, SUCH AS THE REPLACEMENT OF ROOFING OR AJ601.12.2.1 CLEARANCE. SECTION. THE BUILDER OR OTHER APPROVED PARTY AND POSTED ON SANITATION IS PROPOSED TO BE REDUCED,THE PORTION REQUIREMENTS OF THIS SECTION,ALL WORK SHALL COMPLY SIDING,OR THE ADDITION OR REPLACEMENT OF WINDOWS CLEARANCE FOR ELECTRICAL SERVICE EQUIPMENT SHALL BE ALTERED SHALL CONFORM TO THE REQUIREMENTS OF THIS WITH THE REQUIREMENTS OF SECTION AJ501. OR DOORS. PROVIDED IN ACCORDANCE WITH SECTION E3405. R314.2.1 NEW CONSTRUCTION. A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A CODE. 2. INSTALLATION OF, OR ALTERATION TO, PLUMBING OR SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS. UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE AJ601.3 COMPLIANCE. MECHANICAL SYSTEM, OTHER THAN FUEL-BURNING AJ601.12.3 GROUND-FAULT AND ARC-FAULT BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL, THE SYMBOL LEGEND AJ501.3 FLOOD HAZARD AREAS. ALL NEWLY CONSTRUCTED ELEMENTS, COMPONENTS, SYSTEMS APPLIANCES. CIRCUIT-INTERRUPTER PROTECTION. R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE IN FLOOD HAZARD AREAS,ALTERATIONS THAT CONSTITUTE AND SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THIS GROUND-FAULT AND ARC-FAU IT CIRCUIT-INTERRUPTER EXISTING DWELLINGS UNDERGOING REPAIR,ALTERATION, CHANGE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE _ SUBSTANTIAL IMPROVEMENT SHALL REQUIRE THAT THE BUILDING CODE. AJ601.8.2.1 NEW OR RELOCATED FUEL-BURNING APPLIANCE. PROTECTION SHALL BE PROVIDED ON NEWLY INSTALLED OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED DISCONNECT LABEL OR OTHER REQUIRED LABELS. _ _ _ EXCEPTIONS: WHEN A NEW FUEL-BURNING APPLIANCE IS ADDED TO, INSTALLED RECEPTACLE OUTLETS AS REQUIRED BY SECTION E3902. EARTH ll I COMPLY WITH SECTION R322 OF THIS CODE. WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. =III=)I I=I 1.SPACE CREATED IN BASEMENTS MAY HAVE A CEILING IN, OR ATTACHED TO AN EXISTING DWELLING UNIT,OR WHERE AN 3.ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER AJ501.4 BUILDING ELEMENTS AND MATERIALS. THAT PROJECTS TO WITHIN 6 FEET 8 INCHES(2032 MM)OF EXISTING FUEL-BURNING APPLIANCE IS RELOCATED TO A AJ601.12.4 ADDITIONAL ELECTRICAL REQUIREMENTS. R314.2.3 ATTACHED GARAGES. POURED CONCRETE THE FINISHED FLOOR:AND BEAMS, GIRDERS AND DUCTS IN DIFFERENT ROOM OR SPACE IN AN EXISTING DWELLING UNIT, STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE <-:: E E BUILDING ELEMENTS AND MATERIALS USED FOR ALTERATIONS- WHEN THE WORK AREA INCLUDES ANY OF THE FOLLOWING HEAT DETECTION RATED FOR THE AMBIENT OUTDOOR OR 8 CMU BLOCK SUCH SPACE OR OTHER OBSTRUCTIONS MAY PROJECT TO THE UNIT SHALL BE PROVIDED WITH ADDITIONAL CARBON AREAS WITHIN A DWELLING UNIT,THE REQUIREMENTS OF INSULATION ON THE SURROUNDING SURFACES. ::.4 LEVEL 1 SHALL COMPLY WITH THIS SECTION. TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE WITHIN 6 FEET 4 INCHES(1930 MM)OF THE FINISHED MONOXIDE ALARM TO ACCOMMODATE THE NEW OR RELOCATED SECTIONS AJ608.5.1 THROUGH AJ608.5.3 SHALL APPLY. ATTACHED TO OR LOCATED WITHIN WITHIN NEW AND EXISTING EXISTING STUD WALL FLOOR.EXISTING FINISHED CEILING HEIGHTS IN SPACES IN FUEL-BURNING APPLIANCE.THE SELECTION, DESIGN, 4. INSTALLATION -THE COMPONENTS OF THE BUILDING AJ501.4.1 INTERIOR FINISHES. DWELLINGS. HEAT DETECTION SHALL BE INSTALLED IN A CENTRAL ALL NEWLY INSTALLED INTERIOR FINISHES SHALL COMPLY WITH BASEMENTS SHALL NOT BE REDUCED. AND LOCATION OF THE ADDITIONAL CARBON MONOXIDE ALARMS AJ601.12.4.1 ENCLOSED AREAS. LOCATION AND IN ACCORDANCE WITH THE MANUFACTURER'S THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE TO REMAIN THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF 2. EXISTING STAIRS NOT OTHERWISE BEING ALTERED STALL COMPLY WITH THE REQUIREMENTS FOR NEW ALL ENCLOSED AREAS OTHER THAN CLOSETS,KITCHENS, INSTRUCTIONS. WITH THE CRITERIA LISTED IN TABLE N1102.4.1.1 (R402.4.1.1) CHAPTER 3 OF THIS CODE. SHALL BE PERMITTED TO MAINTAIN THEIR CURRENT CLEAR CONSTRUCTION. BASEMENTS. GARAGES. HALLWAYS, LAUNDRY AREAS AND EXCEPTION: HEAT DETECTION IS NOT REQUIRED IN DWELLINGS WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD EXISTING STUD WALL WIDTH AT,ABOVE,AND BELOW EXISTING HANDRAILS. BATHROOMS SHALL HAVE A MINIMUM OF TWO DUPLEX WITHOUT COMMERCIAL POWER. PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY TO BE REMOVED AJ501.4.2 MATERIALS AND METHODS. 3.EXISTING STAIRS NOT OTHERWISE BEING ALTERED AJ601.8.2.2 POWER SUPPLY AND INTERCONNECTION. RECEPTACLE OUTLETS, OR ONE DUPLEX RECEPTACLE OUTLET ALL NEW WORK SHALL COMPLY WITH MATERIALS AND METHODS SHALL BE PERMITTED TO MAINTAIN THEIR CURRENT RISER CARBON MONOXIDE ALARMS POWERED BY A 10-YEAR AND ONE CEILING OR WALL TYPE LIGHTING OUTLET. R314.3 LOCATION. COMPLIANCE. -----� NEW 2x 4 OR 2x 6 REQUIREMENTS OF THIS CODE. HEIGHTS AND TREAD DEPTHS. BATTERY SHALL BE ALLOWED AND INTERCONNECTION OF SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: STUD WALL @Q 16" O.C. 4. HEADROOM HEIGHT ON EXISTING STAIRS BEING ALTERED ALARMS STALL NOT BE REQUIRED IN: AJ601.12.4.2 KITCHEN AND LAUNDRY AREAS. 1. IN EACH SLEEPING ROOM. 5.TESTING-BUILDING OR DWELLING UNIT SHALL BE TESTED AJ501.4.3 REPLACEMENT DOOR AND WINDOW DIMENSIONS. SHALL NOT BE REDUCED BELOW THE EXISTING STAIRWAY 1.WORK AREAS WHERE THE ALTERATION DOES NOT KITCHEN AREAS SHALL HAVE A MINIMUM OF TWO DUPLEX 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN JOISTS MINOR REDUCTIONS IN THE CLEAR OPENING DIMENSIONS OF FINISHED HEADROOM.EXISTING STAIRS NOT OTHERWISE RESULT IN THE REMOVAL OR EXPOSURE OF INTERIOR WALL RECEPTACLE OUTLETS. LAUNDRY AREAS SHALL HAVE A MINIMUM VICINITY OF THE BEDROOMS. CZ 4A, 5, 6A.TESTING SHALL BE CONDUCTED BY AN @ 16"O.C. JOISTS ABOVE REPLACEMENT DOORS AND WINDOWS THAT RESULT FROM THE BEING ALTERED SHALL BE PERMITTED TO MAINTAIN THE OR CEILING FINISHES THAT REVEAL THE STRUCTURE, OF ONE DUPLEX RECEPTACLE OUTLET LOCATED NEAR THE 3.ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING APPROVED THIRD PARTY. USE OF DIFFERENT MATERIALS SHALL BE ALLOWED. CURRENT FINISHED HEADROOM. UNLESS THERE IS AN ATTIC,CRAWL SPACE, BASEMENT, OR LAUNDRY EQUIPMENT AND INSTALLED ON AN INDEPENDENT BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL 5 5.LANDINGS FOR EXISTING STAIRS NOT OTHERWISE BEING SIMILAR SPACE AVAILABLE THAT COULD PROVIDE ACCESS CIRCUIT. SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING 6. DUCTS-SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE A5 SECTION / DETAIL AJ501.4.3.1 REPLACEMENT WINDOWS. ALTERED SHALL BE PERMITTED TO MAINTAIN THEIR FOR POWER AND INTERCONNECTION WITHOUT THE UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR INSULATED TO A MINIMUM OF R-8 FOR DUCTS 3" DIAMETER THE REPLACEMENT OF EMERGENCY ESCAPE AND RESCUE CURRENT WIDTH. REMOVAL OF SUCH INTERIOR FINISHES. AJ601.12.4.3 BATHROOM, HALLWAYS, STAIRWAYS,ATTACHED AND BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON OR GREATER, AND R-6 FOR DUCTS LESS THAN 3" IN y S-1 OPENING WINDOWS IN CONFORMANCE WITH THE CODE IN EFFECT 2. EXISTING PORTIONS OF A DWELLING UNIT THAT ARE DETACHED GARAGES. THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER BUILDING SECTION AT THE TIME OF CONSTRUCTION SHALL NOT REQUIRE COMPLIANCE AJ601.4 NONCONFORMITIES. PROVIDED WITH ADDITIONAL CARBON MONOXIDE ALARMS AT LEAST ONE LIGHTING OUTLET SHALL BE PROVIDED IN EVERY LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL DIAMETER. EXCEPT DUCTS THAT ARE LOCATED WITH SECTION R310. THE WORK PERFORMED SHALL NOT INCREASE THE EXTENT OF AS REQUIRED BY AJ601.8.2.1 AND DWELLING UNITS BATHROOM, HALLWAY,STAIRWAY,ATTACHED GARAGE AND STORY BELOW THE UPPER LEVEL. COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE. NONCOMPLIANCE WITH THE REQUIREMENTS OF THIS CODE OR WITHOUT COMMERCIAL POWER. DETACHED GARAGE WITH ELECTRIC POWER TO ILLUMINATE 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET(914 - WINDOW AJ501.4.4 REROOFING. CREATE NONCONFORMITY WITH THOSE OUTDOOR ENTRANCES AND EXITS,AND IN UTILITY ROOMS AND MM)HORIZONTALLY FROM THE DOOR OR OPENING OF A 6A. DUCT SEALING- DUCTS,AIR HANDLERS AND FILTER WHERE ALTERATION WORK INCLUDES RECOVERING OR REPLACING REQUIREMENTS WHICH DID NOT PREVIOUSLY EXIST. AJ601.8.3 AUTOMATIC SPRINKLER SYSTEMS. BASEMENTS WHERE THESE SPACES ARE USED FOR STORAGE OR BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS BOXES SHALL BE SEALED. AN EXISTING ROOF COVERING,THE PROVISIONS OF THIS SECTION AN EXISTING ATTIC MAY BE ALTERED TO CREATE A HABITABLE CONTAIN EQUIPMENT REQUIRING SERVICE. WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY - - - -- ELEMENTS ABOVE SHALL APPLY. REROOFING SHALL BE IN ACCORDANCE WITH AJ601.5 FLOOD HAZARD AREAS. ATTIC ABOVE THE SECOND STORY ABOVE GRADE PLANE THIS SECTION. 7. DUCT TESTING-DUCTS SHALL BE PRESSURE TESTED TO SECTION R908 IN FLOOD HAZARD AREAS,ALTERATIONS THAT CONSTITUTE WITHOUT REQUIRING THE INSTALLATION OF A SPRINKLER SECTION R310 EMERGENCY DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. SUBSTANTIAL IMPROVEMENT SHALL REQUIRE THAT THE SYSTEM THROUGHOUT THE ENTIRE DWELLING, PROVIDED ALL OF R314.3.1 INSTALLATION NEAR COOKING APPLIANCES. - GIRDER / HEADER ABOVE AJ501.5 MEANS OF EGRESS. BUILDING COMPLY WITH SECTION R322 OF THIS CODE. THE FOLLOWING CONDITIONS ARE MET: ESCAPE AND RESCUE OPENINGS SMOKE ALARMS SHALL NOT BE INSTALLED IN THE FOLLOWING 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR MEANS OF EGRESS FOR BUILDINGS UNDERGOING ALTERATION 1.THE HABITABLE ATTIC AND ITS MEANS OF EGRESS TO LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. PLENUMS. SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 702 OF THE AJ601.6 BUILDING ELEMENTS AND MATERIALS. THE EXTERIOR ARE EQUIPPED WITH A LIMITED AREA BUILDING ELEMENTS AND MATERIALS USED FOR ALTERATIONS- SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. POST DOWN BASE PROPERTY MAINTENANCE CODE OF NEW YORK STATE. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM 1. IONIZATION SMOKE ALARMS SHALL NOT BE INSTALLED LESS 9. MECHANICAL SYSTEM PIPING INSULATION CARRYING LEVEL 2 SHALL COMPLY WITH THIS SECTION. NFPA 13D OR SECTION P2904 OF THIS CODE. SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE THAN 20 FEET(6096 MM)HORIZONTALLY FROM A PERMANENTLY INTERCONNECTED COMBINATION AJ501.6 FIRE AND LIFE SAFETY PROTECTION 2.THE HABITABLE ATTIC IS PROVIDED WITH EMERGENCY AND RESCUE OPENING.WHERE BASEMENTS CONTAIN ONE OR INSTALLED COOKING APPLIANCE. FLUIDS> 105 F DEGREES OR< 55F DEGREES SHALL <X,SD SMOKE AND CARBONMONOXIDE ALTERATIONS SHALL BE DONE IN A MANNER THAT MAINTAINS THE AJ601.6.1 SEPARATION REQUIRED. ESCAPE AND RESCUE OPENINGS, MEETING THE MORE SLEEPING ROOMS,AN EMERGENCY ESCAPE AND 2. IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING BE INSULATED WITH R-3 MINIMUM. Y y CO DETECTORS AS PER R314 OF THE LEVEL OF FIRE PROTECTION PROVIDED AND SHALL COMPLY WITH WHERE THE WORK AREA IS IN A TWO-FAMILY DWELLING OR REQUIREMENTS OF SECTION R310 OF THIS CODE. RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. SWITCH SHALL NOT BE INSTALLED LESS THAN 10 FEET(3048MM) RCONYS AND 915 OF THE IFCONYS THIS SECTION. MULTIPLE SINGLE-FAMILY DWELLING(TOWNHOUSE)AND 3.THE ENTIRE DWELLING IS EQUIPPED WITH A FIRE ALARM EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING 10. MECHANICAL VENTILATION -SHALL MEET THE EXCEEDS 50 PERCENT OF THE AGGREGATE AREA OF THE SYSTEM IN COMPLIANCE WITH SECTION R314.7 OF THIS DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT APPLIANCE. REQUIREMENTS OF THE IRC/IMC. AJ501.6.1 SMOKE ALARMS. DWELLING UNIT,ALL WALLS SEPARATING DWELLING UNITS THAT CODE AND MONITORED BY AN APPROVED SUPERVISING OPENS TO A PUBLIC WAY. 3.PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR WHEN INTERIOR ALTERATIONS OCCUR IN EXISTING DWELLINGS, ARE NOT CONTINUOUS FROM THE FOUNDATION TO THE STATION IN ACCORDANCE WITH NFPA 72. LESS THAN 6 FEET 1828 MM HORIZONTALLY FROM A MAINTAINING JOB SITE SAFETY DURING THIS PHASE EXCEPTION: ( ) 11. EQUIPMENT SIZING- PER ACCA MANUALS BASED ON THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH SMOKE UNDERSIDE OF THE ROOF SHEATHING SHALL BE CONSTRUCTED PERMANENTLY INSTALLED COOKING APPLIANCE. OF WORK&SHALL COMPLY WITH ALL APPLICABLE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS;THE SMOKE TO PROVIDE A CONTINUOUS FIRE SEPARATION USING AJ601.9 STRUCTURAL. 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING AREA OF 200 SQUARE FEET(18.58 M2). R314.4 INTERCONNECTION. ALARMS SHALL BE INTERCONNECTED IN ACCORDANCE WITH CONSTRUCTION MATERIALS CONSISTENT WITH THE EXISTING THE MAXIMUM DESIGN CRITERIA FOR EXISTING PORTIONS OF MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR MANUAL J OR OTHER APPROVED HEATING AND COOLING BUT NOT LIMITED TO BUILDING CODES, OSHA SECTION R314.4. WALL OR COMPLYING WITH THE REQUIREMENTS FOR NEW THE STRUCTURE SHALL BE THE LOADS APPLICABLE WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE CALCULATION METHODOLOGIES AS PROVIDED BY A THIRD REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS STRUCTURES.WORK SHALL ONLY BE REQUIRED TO BE AT THE TIME THE BUILDING WAS CONSTRUCTED.PROVIDED THAT 2.WHERE THE DWELLING TOWNHOUSE EQUIPPED WITH EXCEPTION: IN OTHER THAN BED AND BREAKFAST AN AUTOMATIC SPRINKLERR SYSTEM INSTALLED IN INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE PARTY HERS RATER IF REQUIRED. MATERIAL REMOVAL&DISPOSAL. DWELLINGS,SMOKE ALARMS IN EXISTING AREAS SHALL NOT PERFORMED ON THE SIDE OF THE WALL OF THE DWELLING UNIT NO DANGEROUS CONDITION IS CREATED.STRUCTURAL ACCORDANCE WITH SECTION P2904,SLEEPING ROOMS IN WITH SECTION R314.3,THE ALARM DEVICES SHALL BE BE REQUIRED TO BE INTERCONNECTED AND HARD WIRED THAT IS PART OF THE WORK AREA. ELEMENTS WHICH ARE UNCOVERED DURING THE COURSE OF BASEMENTS SHALL NOT BE REQUIRED TO HAVE EMERGENCY INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE 12. LIGHTING- NOT LESS THAN 90% OF THE PERMANENTLY THE CONTRACTOR SHALL INDEMNIFY&HOLD WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT EXCEPTION:WHERE ALTERATIONS OR REPAIRS DO NOT THE ALTERATION AND WHICH ARE FOUND TO BE UNSOUND OR ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HARMLESS THE OWNER,THE ARCHITECT,AND REMOVED TO EXPOSE THE STRUCTURE. RESULT IN THE REMOVAL OF WALL OR CEILING FINISHES DANGEROUS SHALL BE MADE TO COMPLY WITH THE APPLICABLE BASEMENT HAS ONE OF THE FOLLOWING: DWELLING UNIT.PHYSICAL INTERCONNECTION OF SMOKE ALARMS HIGH-EFFICACY LAMPS. THEIR AGENTS&EMPLOYEES FROM AND AGAINST EXPOSING THE STRUCTURE,WALLS ARE NOT REQUIRED TO REQUIREMENTS OF THIS CODE. AJ501.6.1.1 POWER SOURCE.SMOKE ALARMS SHALL BE PERMITTED BE CONTINUOUS THROUGH CONCEALED FLOOR SPACES. 2.1 ONE MEANS OF EGRESS COMPLYING WITH SECTION SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ARISING OUT OF OR RESULTING FROM ANY OF THE TO BE BATTERY OPERATED WHEN INSTALLED IN BUILDINGS ALARM. AJ601.9.1 INCREASED LOADS. R311 AND ONE EMERGENCY ESCAPE AND RESCUE OPENING. 13.ALL HVAC, PLUMBING &ELECTRICAL SYSTEMS SHALL ITEMS LISTED ABOVE. WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL AJ601.6.2 WALL AND CEILING FINISH. WHERE ALTERATION WORK INCLUDES INSTALLATION OF EXCEPTION:SMOKE ALARMS AND ALARMS INSTALLED TO MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY, WHERE THE WORK AREA EXCEEDS SO PERCENT OF THE 2.2 TWO MEANS OF EGRESS COMPLYING WITH SECTION POWER SYSTEM, OR IN BUILDINGS WHERE EXISTING INTERIOR ADDITIONAL EQUIPMENT THAT IS STRUCTURALLY SUPPORTED BY SATISFY SECTION R314.4.1 SHALL NOT BE REQUIRED TO BE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL THE CONTRACTOR SHALL VERIFY ALL FIELD WALL OR CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE AGGREGATE AREA OF THE DWELLING,THE INTERIOR FINISH OF THE BUILDING OR RECONFIGURATION OF SPACE SUCH THAT R311. INTERCONNECTED TO EXISTING SMOKE ALARMS WHERE SUCH ENERGY CONSERVATION CODE. IT SHALL BE THE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY STRUCTURE. WALLS AM CEILINGS IN ANY WORK AREA SHALL COMPLY WITH PORTIONS OF THE BUILDING BECOME SUBJECTED TO HIGHER R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL EXISTING SMOKE ALARMS ARE NOT INTERCONNECTED OR RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE THE REQUIREMENTS OF SECTION R302.9.ALL EXISTING INTERIOR DEAD OR LIVE LOADS.ALL STRUCTURAL MEMBERS AFFECTED BY WHERE SUCH EXISTING SMOKE ALARMS OR ALARM IS NOT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. AJ501.6.1.2 INTERCONNECTION. FINISH MATERIALS THAT DO NOT COMPLY WITH THOSE SUCH INCREASE SHALL MEET THE LOAD REQUJ.REMENTS DEVICES. SMOKE ALARMS SHALL NOT BE REQUIRED TO BE INTERCONNECTED REQUIREMENTS SHALL BE REMOVED OR SHALL BE TREATED OF THIS CODE. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE CAPABLE OF BEING INTERCONNECTED TO THE EXISTING SMOKE WRITTEN STATEMENTS OF THE MECHANICAL, OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE ALARMS. AIR CONDITIONING,VENTILATION. HEATING SYSTEMS ( NEW, THE ARCHITECT SHALL BE HELD HARMLESS BY ANY WHERE BATTERY OPERATED ALARMS ARE PERMITTED. WITH AN APPROVED FIRE RETARDANT COATING IN ACCORDANCE EXCEPTION:STRUCTURAL ELEMENTS WHOSE STRESS IS AGENCY FOR ANY ERRORS&OMISSIONS ON WITH THE MANUFACTURER'S INSTRUCTIONS TO SECURE NOT INCREASED BY MORE THAN 5 PERCENT. OF KEYS,TOOLS OR SPECIAL KNOWLEDGE.WINDOW OPENING EXISTING OR UPGRADED)STAMPED BY A PROFESSIONAL THESE DOCUMENTS. CONTROL DEVICES ON WINDOWS SERVING AS A REQUIRED R314.4.1 HEAT DETECTION INTERCONNECTION. AJ501.7 STRUCTURAL COMPLIANCE WITH THE REQUIREMENTS OF THIS SECTION. ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPT. EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR SMOKE WHERE ALTERATION WORK INCLUDES REPLACEMENT OF AJ601.9.2 REDUCTION OF STRENGTH. ALARM THAT IS INSTALLED IN THE DWELLING UNIT.ALARMS AND THE CONTRACTOR IS SOLEY RESPONSIBLE FOR EQUIPMENT THAT IS SUPPORTED BY THE BUILDING,THE AJ601.6.3 GUARDS. ALTERATIONS SHALL NOT REDUCE THE STRUCTURAL STRENGTH WITH ASTM F2090. SMOKE ALARMS THAT ARE INSTALLED FOR THIS PURPOSE SHALL BE 14. R501.1.1 ADDITIONS, ALTERATIONS OR REPAIRS: "METHODS&MEANS"OF CONSTRUCTION. THE STRUCTURAL PROVISIONS OF THIS SECTION SHALL APPLY. IN WORK AREAS,GUARDS DESIGNED AND INSTALLED IN OR STABILITY OF THE BUILDING, STRUCTURE OR ANY INDIVIDUAL LOCATED IN A HALLWAY, ROOM OR OTHER LOCATION THAT WILL GENERAL.ADDITIONS,ALTERATIONS OR REPAIRS TO AN ARCHITECT IS NOT RESPONSIBLE FOR FIELD ACCORDANCE WITH SECTION R312 SHALL BE PROVIDED ON MEMBER THEREOF. R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE PROVIDE OCCUPANT NOTIFICATION. EXISTING BUILDING, BUILDING SYSTEM OR PORTION SUPERVISION. AJ501.7.1 DESIGN CRITERIA. EVERY OPEN PORTION OF A FLOOR, STAIR, LANDING, PORCH, EXCEPTION:SUCH REDUCTION SHALL BE ALLOWED AS MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION THEREOF SHALL COMPLY WITH SECTION EXISTING STRUCTURAL COMPONENTS SUPPORTING ALTERATION DECK, PORCH OR DECK ENCLOSED WITH INSECT SCREENING. LONG AS THE STRENGTH AND THE STABILITY OF THE . R503 WORK SHALL COMPLY WITH THIS SECTION. OR BALCONY THAT IS MORE THAN 30 INCHES(762 MM)ABOVE BUILDING ARE NOT REDUCED TO BELOW THE LEVELS R314.5 COMBINATION ALARMS. R504. UNALTERED PORTIONS OF THE EXISTING BUILDING OR R310.2.1 MINIMUM OPENING AREA. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO THE FLOOR OR GRADE BELOW, OR WHERE THE EXISTING REQUIRED BY THIS CODE. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. COMPLY WITH THIS CODE. ED AR CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 PAN HIS AJ501.7.1.1 REPLACEMENT OF EQUIPMENT. GUARDS ARE JUDGED TO BE IN DANGER OF COLLAPSING. ��_(�EZ Chi 1� WHERE REPLACEMENT OF EQUIPMENT RESULTS IN ADDITIONAL AJ601.9.3 NEW STRUCTURAL MEMBERS. M2).THE NET CLEAR OPENING DIMENSIONS REQUIRED BY T R314.6 POWER SOURCE. � r�R DEAD LOADS, STRUCTURAL COMPONENTS SUPPORTING SUCH AJ601.7 MEANS OF EGRESS. NEW STRUCTURAL MEMBERS IN ALTERATIONS. INCLUDING SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION THIS SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE EQUIPMENT SHALL COMPLY WITH THE LOAD REQUIREMENTS OF THE MEANS OF EGRESS IN WORK AREAS WHERE ALTERATIONS CONNECTIONS AND ANCHORAGE, SHALL COMPLY WITH THIS BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A PROVIDED FOR EACH SEPARATE HEATING AND COOLING b L THIS CODE. ARE BEING PERFORMED SHALL COMPLY WITH THE CODE. THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE SYSTEM IN ACCORDANCE WITH SECTION N1103.1.1 CONTROL = = EXCEPTION: BUILDINGS CONSTRUCTED IN ACCORDANCE REQUIREMENTS OF THIS SECTION. INSIDE.THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN COMMERCIAL SOURCE AND,WHERE PRIMARY POWER IS W 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL BE NOT INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY.WIRING SYSTEMS. WITH THIS CODE AND WHERE THE ADDITIONAL DEAD LOAD AJ601.10 MECHANICAL. LESS THAN 20 INCHES(508 MM). SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH FROM THE EQUIPMENT IS NOT INCREASED BY MORE THAN 5 AJ601.7.1 EXIT DOORS. ALTERATIONS TO ANY MECHANICAL SYSTEM SHALL CONFORM TO OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. 16.ALL EXTERIOR WALUFLOOR/CEILING JOISTS SHALL BE EXIT DOORS IN ANY WORK AREA SHALL COMPLY WITH SECTION THE REQUIREMENTS OF CHAPTER 12 FOR A NEW MECHANICAL EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS 9740 O PERCENT. EXCEPTIONS: F NE�� R311.1 AND R311.2. SYSTEM WITHOUT REQUIRING THE EXISTING MECHANICAL SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE Q SQUARE FEET(0.465 M2). 1.SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY R402.4.1.1.APPLY A FRESH BEAD OF CAULK TO THE TOP AND AJ501.7.2 REROOFING STRUCTURAL AND CONSTRUCTION LOADS. SYSTEM TO COMPLY WITH ALL THE REQUIREMENTS OF OPERATED WHERE INSTALLED IN BUILDINGS WITHOUT THE STRUCTURAL ROOF COMPONENTS SHALL BE CAPABLE OF AJ601.7.2 HANDRAILS. THIS CODE.ALTERATIONS SHALL NOT CAUSE AN EXISTING R31000MMERCIAL POWER. BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING SUPPORTING THE ROOF COVERING SYSTEM AND THE MATERIALWHERE I EVERY STAIRWAY HAVING FOUR OR MORE RISERS FROM A WORK MECHANICAL SYSTEM TO BECOME UNSAFE, HAZARDOUS OR .2 WINDOW SILL HEIGHT. INTERIOR GYPSUM WALL BOARD. AND EQUIPMENT LOADS THAT WILL BE ENCOUNTERED DURING AREA FLOOR SHALL BE PROVIDED WITH HANDRAILS DESIGNED OVERLOADED. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND 2.SMOKE ALARMS INSTALLED IN ACCORDANCE WITH SECTION INSTALLATION OF THE ROOF COVERING SYSTEM. AND INSTALLED IN ACCORDANCE WITH SECTION R311.7.8. RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT R314.2.2 SHALL BE PERMITTED TO BE BATTERY POWERED. AJ601.10.1 RECONFIGURED SPACES. R314.7 FIRE ALARM SYSTEMS. MORE THAN 44 INCHES(1118 MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A Proposed Addition to the: • AJ501.8 MECHANICAL. AJ601.7.3 EMERGENCY ESCAPE AND RESCUE OPENINGS. MECHANICALLY VENTILATED RECONFIGURED SPACES SHALL WINDOW WELL IN ACCORDANCE WITH SECTION PROVIR310.2DED FIRE ALARM SYSTEMS SHALL BE PERMITTED TO BE USED IN LIEU OF Foote Residence ALTERATIONS TO ANY MECHANICAL SYSTEM SHALL CONFORM TO AN EMERGENCY ESCAPE AND RESCUE OPENING COMPLYING COMPLY WITH SECTION M1505 AS APPLICABLE. SMOKE ALARMS AND SHALL COMPLY WITH SECTIONS THE REQUIREMENTS OF CHAPTER 12 OF THIS CODE FOR NEW WITH SECTION R310 SHALL BE PROVIDED IN EXISTING R310.2.3 WINDOW WELLS. R314.7.1 THROUGH R314.7.4. MECHANICAL SYSTEM WITHOUT REQUIRING THE EXISTING BASEMENTS UNDERGOING A RECONFIGURATION OF SPACE TO AJ601.11 PLUMBING. #4630 Nassau Point Road MECHANICAL SYSTEM TO COMPLY WITH ALL OF THE CREATE HABITABLE SPACE. ALTERATIONS TO ANY PLUMBING SYSTEM SHALL CONFORM TO THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS �� THAN 9 SQUARE FEET(0.9 M2),WITH A HORIZONTAL R314.7.1 GENERAL. CutC11Ope NY i REQUIREMENTS OF THIS CODE. THE REQUIREMENTS FOR A NEW PLUMBING SYSTEM WITHOUT PROJECTION AND WIDTH OF NOT LESS THAN 3i6 INCHES (914 MM). FIRE ALARM SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF THIS b� AJ601.8 FIRE AND LIFE SAFETY PROTECTION.ALTERATIONS REQUIRING THE EXISTING PLUMBING SYSTEM TO COMPLY WITH THE AREA OF THE WINDOW WELL SHALL ALLOW THE CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT Town of Southold ALTERATIONS BING. SHALL BE DONE IN A MANOR THAT TO ANY PLUMING SYSTEM SHALL CONFORM TO THE PROTECTION PROVIDED AND SHALLICOMPLY WITH THIS SECTION SHALL NOT CAUSE AN EXISTING SYAINTAINS THE LEVEL OF FIRE ALL THE REQUIREMENTS OF THIS STEM CODE.M TO BECOME UNSAFE„TIONS EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. PROVISIONS OF NFPA 72.ACCORDANCE WITH UL 26gMOKE DETECTORS SHALL BE LISTED IN County of Suffolk REQUIREMENTS FOR A NEW PLUMBING SYSTEM WITHOUT UNSANITARY,OR OVERLOADED. EXCEPTION:THE LADDER IT STEPS REQUIRED BY SECTION REQUIRING THE EXISTING PLUMBING SYSTEM TO COMPLY WITH ALL AJ601.8.1 SMOKE ALARMS. R310.2.3.1 SHALL BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM) INTO THE REQUIRED DIMENSIONS OF R314.7.2 LOCATION. SCTM #: 1000 - 111 - 8 - 1 THE REQUIREMENTS OF THIS CODE. WHEN INTERIOR ALTERATIONS OCCUR,OR WHEN ONE OR MORE AJ601.11.1 INCREASED DEMAND. THE WINDOW WELL. SMOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING WHERE ANY ALTERATION SUBJECTS ANY PORTION OF AN SPECIFIED IN SECTION R314.3. AJ501.9.1 MATERIALS. DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE EXISTING PLUMBING SYSTEM TO INCREASED LOADS, SUCH Issued: Approval THE FOLLOWING PLUMBING MATERIALS AND SUPPLIES SHALL NOT PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR PORTION SHALL BE MADE TO COMPLY WITH CHAPTERS 25 R310.2.3.1 LADDER AND STEPS. R314.7.3 PERMANENT FIXTURE. BE USED: NEW DWELLINGS;THE SMOKE ALARMS SHALL BE THROUGH 33. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 WHERE A HOUSEHOLD FIRE ALARM SYSTEM IS INSTALLED, IT SHALL 1.ALL-PURPOSE SOLVENT CEMENT, UNLESS LISTED FOR THE INTERCONNECTED IN ACCORDANCE WITH SECTION R314.4. INCHES(1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY BECOME A PERMANENT FIXTURE OF THE OCCUPANCY,OWNED Code Notes SPECIFIC APPLICATION; EXCEPTION: IN OTHER THAN BED AND BREAKFAST AJ601.12 ELECTRICAL. AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE BY THE HOMEOWNER. 2. FLEXIBLE TRAPS AND TAILPIECES, UNLESS LISTED FOR DWELLINGS,SMOKE ALARMS IN EXISTING AREAS SHALL ANY ALTERATION TO AN EXISTING ELECTRICAL SYSTEM FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THIS 11 Architecture l-11. Ch1�eCrCi THE SPECIFIC APPLICATION;AND NOT BE REQUIRED TO BE INTERCONNECTED AND HARD RELATING TO WORK DONE IN ANY WORK AREA SHALL BE SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R314.7.4 COMBINATION DETECTORS. 3.SOLDER HAVING MORE THAN 0.2-PERCENT LEAD IN THE WIRED WHERE INTERIOR WALL OR CEILING FINISHES ARE MADE IN CONFORMITY WITH THE PROVISIONS OF CHAPTERS 34 R311.7 AND R311.8. LADDERS OR RUNGS SHALL HAVE AN COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL Kehl K�Zeil REPAIR OF POTABLE WATER SYSTEMS. NOT REMOVED TO EXPOSE THE STRUCTURE. THROUGH 43. INSIDE WIDTH OF NOT LESS THAN 12 INCHES(305 MM), SHALL BE PERMITTED TO BE INSTALLED IN FIRE ALARM SYSTEMS IN 2 Windemere Court PROJECT NOT LESS THAN 3 INCHES(76 MM)FROM THE WALL LIEU OF SMOKE DETECTORS, PROVIDED THAT THEY ARE LISTED IN AJ501.9.2 WATER CLOSET REPLACEMENT. AJ601.8.1. POWER SOURCE. AJ601.12.1 INCREASED LOADS. AND SHALL BE SPACED NOT MORE THAN 18 INCHES(457 MM)ON P.O. Box 169 ACCORDANCE WITH UL 268 AND UL 2075 WHEN ANY WATER CLOSET IS REPLACED,THE REPLACEMENT SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY WHERE ALTERATIONS SUBJECT PORTIONS OF EXISTING CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW . speonk,NY 11972 K WATER CLOSET SHALL COMPLY WITH SECTION P2903.2. OPERATED WHEN INSTALLED IN BUILDINGS WITHOUT ELECTRICAL SYSTEMS TO INCREASED LOADS,SUCH PORTIONS WELL. Phone: 631-874-2925 COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SHALL BE MADE TO COMPLY WITH CHAPTER 34 THROUGH Fax: 631-874-7377 AJ501.10 ELECTRICAL. SYSTEM,OR IN BUILDINGS WHERE EXISTING INTERIOR CHAPTER 43. R310.2.3.2 DRAINAGE. keri@kazelarchitects.com ANY ALTERATION TO AN EXISTING ELECTRICAL SYSTEM SHALL BE WALL OR CEILING FINISHES ARE NOT REMOVED TO EXPOSE THE WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY MADE IN CONFORMITY WITH THE PROVISIONS OF CHAPTER E34 STRUCTURE. CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM THROUGH CHAPTER E43 OF THIS CODE. REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE Date: July 11, 2022 METHOD. EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS Date: June 17, 2022 NOT REQUIRED WHERE THE FOUNDATION IS ON WELL DRAINED SOIL OR SAND-GRAVEL MIXTURE SOILS IN A Scale: As noted CCORDANCE WITH THE UNITED SOIL CLASSIFICATION SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. Project No. 62-42" NOTES: i"DIA.x4"LONG " 14'-0" 40'-42" ,- - - - -- - - -- - - -. 8'-0" GALV.LAG SCREW @ 1/2 CDX FIR PLYWOOD 16"O.C.WITH GALV. SHEATHING. 01 8" 7'-10" 7'-10" - 7'82" - - - - - - - - 7'-10" 7'-10" 8" 6'-If 8" 1'4" SIMPSON H2.5A HURRICANE TIE WASHERS STAGGERED ALUM FLASHING FOR ° IN 2 ROWS AS PER TABLE WATER TIGHTNESS co co r @EACH DECK JOIST TO GIRDER R507.9.1.3(1)&R507.9.1.3( .,.-. - - - - -- - - - - - - - - - -- - - - -- - - ----I-- - -- - -- - - -- - - CONNECTION AS PER SECTION OF THE RCONYS. P.T. LEDGER SEE PLAN R507.6.1 OF THE RCONYS FOR SIZES. P.T. DECK JOISTS AS HATCHED AREA INDICA ES 1 _ 3-2x 10 P.T. GIRDER ANCHORED TO 6x 6 P.T. DECK JSTS PER TABLE R507.6 OF EXISTING 8"CMU FOUN)AT[ DOWLING NOTE. P.T. POSTS.SEE DETAIL THIS SHEET. AS PER TABLE R507.6 THE RCONYS SEE WALL AND EXISTING 16 x 8"P C. I PROVIDE 12"LONG#5 EPDXY �j n Y 6x 6 P.T.POSTS ANCHORED TO 1 OF THE RCONYS SEE PLAN FOR SIZES FOOTINGS TO REMAIN. NST L I COATED REBARS @ 16 O.C. U O _ VERTICALLY WITH 12"EMBEDMENT o DETAILS THIS SHEET NOTUBE IERS.SEE I N SYMBOL L E G E N D PLAN FOR SIZES BOX BEAM 1 NEW COURSE OF 8"C U B CK I CONNECTING THE NEW&EXISTING 6-SD#9 x 12"SCREWS o OVER EXISTING FOUND TIO WALL I 1= LOW WOOD DECK �n FOUNDATION WALLS&FOOTINGS. a _ OR 8-10d x 1- NAILS. iv TOP OF NEW BLOCK WI L SE 1 U) BEAM AS PER TABLE C FLOOR JOISTS 2 DATUM @±0'-0" N I FILL GAPS IN FOOTINGS&WALLS SIMPSON DTT1Z LATERAL LOAD CONNECTION @ 4 LOCATIONS (III—III=III=I R507.5 OF THE O SEE PLAN FOR WITH EPDXY MORTAR(TYPICAL) 2T-311" N p Ln MIN. PER LEDGER AS PER FIGURE R507.2.3(2)OF THE RCONYS. I 6'-0" 8" 1'-4" I=III=1 I=III EARTH RCONYS SEE PLAN o SIZES PROVIDE SIMPSON 8"I 4'-4" 2 -� SEE DETAIL THIS SHEET. 8'-1 FOR SIZES " 0 10 10 .,<:<�• "'• .N POURED CONCRETE 5 - 2x 10 P.T. LEDGER 1-.-, ._, �� ° SIMPSON DTT1Z LATERAL DOWN WHERE POSITIVELY ANCHORED I OR 8 CMU BLOCK SIMPSON BC6 POST 09 3 MIN.TREAD ° LOAD CONNECTION @ 4 SHOWN SEE THIS 1 SEE DETAIL THIS SHEET I ~.4 CAP @ EACH 6x 6 POST " PENETRATION LOCATIONS MIN. PER LEDGER SHEET. I D i -- --------- ---i -f EXISTING STUD WALL AS PER SECTION R507.4 " ° ° AS PER FIGURE R507.9.2(2)OF io ..__. 1_ i_ i--- -------------i _ __ _ _ _ _ IHD TO REMAIN THE RCONYS ` >r= EXISTING STUD WALL OF THE RCONYS. ° N :,;- -- _ 2x 10 P.T. LEDGER '' / r--------� TO BE REMOVED 3"SDWH TIMBER-HEX HDG POSITIVELY I I I I -� co I - - -- - `` / r,N 6x 6 P.T. POST AS PER TABLE SCREW INTO TOP PLATE, ANCHORED I I I I I I R507.4 &SECTION R507.4.1 OF I 1 r. , N THE RCONYS °e STUDS, OR HEADER SEE DETAIL I I I I I PROVIDE 2"GYPSUM WALLBOARD EXISTING FOUNDATION i I li — — — — NEW 2x 4 OR 2x 6 KV I STUD WALL 16 O.C. THIS SHEET I I I I MEMBRANE TO THE UNDERSIDE OF I i w� � �� I I WALL TO BE REMOVED I � F SIMPSON ABU66Z ° ° ° I THE FLOOR FRAMING MEMBER AS PER II TO TOP OF EXISTING 1 (i I r- I SIN ; STANDOFF POSTS BASE °° ° °° 3-2x 10 P.T. GIRDER SECTION R302.13 OF THE RCONYS. I I '',; I L;' 2x JOISTS DECK ATTACHMENT FOR ANCHORED TO 6x 6 I I I I r -- FOOTING TO REMAIN I Ili JOISTS ABOVE @ EACH 6x 6 POST AS PER , ° e . ° °I I ° ° io P.T. POSTS. SEE II �I I -°O - - @ 16"O.C. SECTION R507.4.1 OF THE ° ° ° ° LATERAL LOAD DETAIL " ,I " Ift8- II DETAIL THIS SHEET. I I I I I 1 I- - - RCONYS. ° ° II I 34'-0-" L 5 °�J� a I I I 8 4'4 2 II 1 I s SECTION / DETAIL ° ° NTS AS PER FIGURE R507.9.2(2) I 1 I I 2x 1 F .T. ; -- - - - - A5 I I c i ±7'-3"CLG. HT. 1 '-"' - " ° ° a ° ° z OF THE RCONYS 6x 6 P.T.POSTS o = n _ BASEMENT ; I I-— — — — DIAMETER ANCHOR I I DECK JOISTS p I _ 36"HIGH RAILING S-1 BUILDING SECTION B ANCHORED TO I -f N I 1 ? u -+'``"�' ON FOUNDATI A5 BOLT EMBEDDED 7" MIN. ° e ° o z I I I @ 1 O.C. o w co �L, „ I I tip,.,: - -- ° ° - 16"DIA.SONOTUBE '� a 1 I a: =r:;; :4 ` ° U O _w F� ,. r WALL ABOVE v I I I w w.. . ,. Uj PIERS.SEE DETAILS - I =, w THIS SHEET °O i �- W.H. i T. _ � c�`� WINDOW w = L J-�- - - v "� v STAIRWAY 8, - -I- Z II I I a;2'-; `- 16 DIA. SONOTUBE I I HANDRAIL AS PER SECTION ELEMENTS ABOVE cn � I W w a I " ; i PERR31 S & ION 8 PIERS TO 36" BELOW � e a e a :=`y� GRADE AS PER SECTION ° z N DIA.x 4"LONG I z a OO II I i ;V'., z I ° - Cl) GALV.LAG SCREW �____ J TOP OF NEW I I 1 I � r�. F�, z --- TOP OF EXISTING w CRAWL SPACE I I H.U. 1 _ OF THE RCONY R507.3& R507.3.2 OF ° a CRAWL SPACE �� SD FOUNDATION WALL ° � o WITH GALV.WASHERS � r x� � DROP TOP OF — GIRDER HEADER ABOVE THE RCONYS °< ° ° ° m W STAGGERED IN 2 ROWS �� p;N FOUNDATION WALL 26'_71n II �_ CO TOP TO ALIGN FLUSH (I ' ° ti 14'-0" 5'-0" 8" 2 WITH EXISTING I I 16 I 1 FOUNDATION ° O O O 4.5"MIN. FOR 2x 8 i 1 I o ((} WALL DOWN 2 ° °° 6.5"MIN. FOR 2x 10 I 1 ® POST DOWN 7.5"MIN. FOR 2x 12 O O O °O -- � - - - J FLOOR DRAIN O INTERCONNECTED COMBINATION ^ ,; z ,.�_ F - % SD SMOKE AND CARBONMONOXIDE z I '"= = '- : ;':`' 04 APPROVED CO DETECTORS AS PER R314 OF THE 16 O.C. DRYWELL 2"MIN. MAX ;t , 1n II - r `� T - - - oo Wit ; ° I ,:., I „ 8-6- n Mlrt I ____ ^ �, :< n " IRCONYS AND 915 OF THE IFCONYS 19'-0" 8 2 8-9 9-4 I -- 7'-5- - 6-0 8 1-4 \ 10 PRESSURE-PRESERVATIVE bo STEP NEW CRAWL I r I I- -I -I (T I HD TREATED(P.T.)LEDGER OVER NEW 3-1a"x 11R" „ I - - -- - - - -� CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR SPACE FOOTINGS I = 1- -� -0 - 11- _; __ 2"CDX FIR PLYWOOD SHEATHING. _ LOW LVL HEADER I 1 - , - a MAINTAINING JOB SITE SAFETY DURING THIS PHASE DOWN TO MEET L _ J - I II _ - - - - _ - rc I = OF WORK&SHALL COMPLY WITH ALL APPLICABLE �,V EXISTING FOOTINGS I 1 0 `-100 FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING DECK ANCHORING DETAILS DECK LEDGER TO BOX co I ti I NEW 4"DIA.STEEL 11 1 TYPICAL BEAM POCK I `;= ( b BUT NOT LIMITED TO BUILDING CODES, OSHA COLUMN ON NEW I 1 6"WIDE x 4"DEEP x 9" HIGH =` ~ 24"x 24"x 12"DEEP 1 I „I I rY ENDS OF GIRDE R ( REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS NTS AS PER SECTION R507 BEAM ATTACHMENT DETAIL 10'-6" 8" T-8" 2T 18" P.C. FOOTINGS WITH I 42'-V2" 1 I WITTHWRAPCE&WEATHER SHIELD MATERIAL REMOVAL&DISPOSAL. OF THE RCONYS _ I I8 NTS AS PER FIGURE R507.9.3(1) 3-#5 RE-BAR E.W. II I i PROVIDE SLATE SHIM ONLY � � ci I I AS REQUIRED. ci I . - I THE CONTRACTOR SHALL INDEMNIFY&HOLD 1 III ='= HARMLESS THE OWNER,THE ARCHITECT,AND OF THE RCONYS r - -- - -- - - I POST FROM ABOVE p NEW 2-12"x 11Z8"FLUSH 1 1 O N 1 I BLOCK SOLID TO o o _ 4 s I p _ I s. I THEIR AGENTS&EMPLOYEES FROM AND AGAINST l NEW GIRDER BELOW U) W cr° I I LVL FLOOR JOISTS UNDER i I II co w ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES w MIS EXISTING WALL ABOVE I i = v w I '! I ARISING OUT OF OR RESULTING FROM ANY OF THE HD I „ SIN .-uv =� w 1 EXISTING � z AS REQUIRED AFTER I I ti t- z cn I I ITEMS LISTED ABOVE. F - - - - ._ - - ``. 1 ±3'-0"CLG.HT. z HOME IS LIFTED I i let r c9 - - -- - —J �- -- - - -N J 1 `' I CRAWL SPACE w O II I I1 � w o THE CONTRACTOR SHALL VERIFY ALL FIELD ALL NEW POURED CONCRETE FOUNDATION WALLS,AND FOOTINGS TO HAVE AMINIMUM - - - -- - - -- - -- _ - - w 1 1 -' _ R403.5.3 HOT WATER PIPE INSULATION (PRESCRIPTIVE). - - - - o 1 2"P.C. SLAB OVER 6 MIL. w a I „I w w a I I CONDITIONS AND NOTIFY THE ARCHITECT OF ANY COMPRESSIVE STRENGTH OF 3,500 PSI AND SHALL BE AIR ENTRAINED. TOTAL AIR r z a O I I w a U iflN INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL _ I I 1 I POLYVAPOR BARRIER. a O (I I i z a I I o CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT RESISTANCE(R-VALUE)OF R-3 SHALL BE APPLIED TO THE FOLLOWING: o iN = --' III _j I I N RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. OR MORE THAN 7 PERCENT AS PER TABLE R402.2 OF THE IRCONYS 4) 1 1 n n n n j 1 n 10'-71" "- I I 1 i 10'-41" 10'-41" "- 8 9-8 2 8-4 d 2 _ 8 2 10-8 I I 2 2 I '=:' 18" 1.PIPING/INCH (19.1 MM)AND LARGER IN NOMINAL DIAMETER. " I THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 2.PIPING SERVING MORE THAN ONE DWELLING UNIT. I I SEAT AHD - -- -- o`� - J I i i I `'` I AGENCY FOR ANY"ERRORS&OMISSIONS"ON 3.PIPING LOCATED OUTSIDE THE CONDITIONED SPACE. I _ '� I I I I� I 1 THESE DOCUMENTS. R401.4.1 GEOTECHNICAL EVALUATION. 4. PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD. ,.- - � !•- - , „1 IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION,THE 5.PIPING LOCATED UNDER A FLOOR SLAB. I I - --- e r �I- I `z� LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL BE ASSUMED. I I - NEW 3-1;"x 11R" - _ I - - THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 6.BURIED IN PIPING. i i L LOW LVL HEADER L - 11 I --O-J� i , "METHODS&MEANS"OF CONSTRUCTION. THE 7.SUPPLY AND RETURN PIPING IN RE-CIRCULATION SYSTEMS I I L _ L - �' ARCHITECT IS NOT RESPONSIBLE FOR FIELD TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING OTHER THAN DEMAND RE-CIRCULATION SYSTEMS. I I N 11i SUPERVISION. VALUES OF FOUNDATION MATERIALS I I " ^ I '=s� I " " ^ NEW 4"DIA.STEEL I) 1 ►` NEW FOUNDATION 8 s 8 2t '.= 18 8-0 6 COLUMN ON NEW CLASS OF MATERIAL (POUNDS PER WALL NOTE: N 24"x 24"x 12"DEEP LOAD-BEARING PRESSURE SQUARE FOOT) I I \-FILL -: P.C. FOOTINGS WITH II 1NEW 8' CMU BLOCK FOUNDATION &TAMP OR -- _ 00 _ _ _ J 3-#5 RE-BAR E.W. ci - - WALL WITH DURA-WALL REINF. I I 4"P.C. SLAB ABOVE I ( U : -,. ;ai_;":_ '' SAND SILTY SAND, CLAYEY SAND I _ ' EVERY OTHER COURSE WITH WITH 10/10,6 6 W.W.M. i "f' 1 p - p I I - -- J SILTY GRAVEL AND CLAYEY GRAVEL 2,000 ALL DIMENSIONS SHOWN ARE±AND SHOULD PROVIDE FIREBLOCKING IN o t- III I- = ED q #5 VERTICAL RE-BAR @ 48"O.C. _ I 1 OVER 6 MIL. OLY. I I co w io w / R R (SW, SP,SM,SC, GM AND GC) BE VERIFIED WITH EXISTING CONDITIONS ON SITE. ACCORDANCE WITH SECTION vao a 1 N�o I 'x HD �(� TIED INTO FOOTING ON q 1 VAPOR BARR ER _ w _ w O w 1 w O I AN k �T NOTIFY ARCHITECT WITH ANY DISCREPANCIES. " " 1 1 co R302.11.1 TO BE INSTALLED w Co a > 1 Ii •- a -� r_ F J NEW 16 x 8 DEEP P.C. FOOTINGS I I r- z cn II x wlof w t- 1 x wlW WITH 2-#5 RE-BAR IN BOTTOM. I I ALONG THE PERIMETER OF A�� �- a> O J cn I �> O I DIMENSIONS SHOWN ARE TO BE USED AS A GUIDE I I THE CRAWL SPACE TO z - II O O i Ili O 1 IT IS RECOMMENDED THAT THE BOUNDARIES OF 1 1 I -' I SEPARATE THE UNPROTECTED u, O N �_ LL Q I i N f= LL I STRUCTURES THAT HAVE BEEN LIFTED BE I I 2"SLAB SEA 1 =�3. I PORTION OF THE FLOOR JOISTS w a I I w ¢ > o O i (Ii w Q > I I f I R317.1.2 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE TRANSFERRED TO THE NEW FOUNDATION BELOW I I = I FROM THE REMAINDER OF THE O z U -� co J I I II z U PRESERVATIVELY TREATED. BY USE OF A PLUMMET(PLUMB-BOB)OR SIMILAR 1 I " " I =4` I " FLOOR ASSEMBLY. 35'-11" ILL I I I _ o i " I I ;' I �29743-� O� DEVICE. 8 9-8 2r 18 2 w I 7'-5- 8T R317.3.1 FASTENERS. FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE- _ F H>r�N 1 I PROVIDE 8" R-30 BATT ^' w RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED(GALVANIZED STEEL, ( ) w I I •-uv CONTRACTOR TO CONTACT ARCHITECT AFTER I I INSULATION TO UNDERSIDE I I z I III I I STAINLESS STEEL,SILICON BRONZE OR COPPER. HOUSE HAS BEEN LIFTED IF ANY DISCREPANCIES - I I SIN ' OF NEW FLOOR SHEATHING w z 1 1 1 _•:: FOR GIRDER, PIER, OR FOUNDATION LOCATIONS II I z w I I I io EXCEPTION:ONE-HALF DIAMETER OR GREATER STEEL BOLTS. - - -- --- '' - - - --- -- - - -- - - -- - - - -- - - - - - - - - ,L '?: 1 Proposed THAT ARE DIFFERENT THAN WHAT IS SHOWN. - - - S Orl -,t.{: i:: ;:�.; ..,:..r:_ ro o e Addition to the: �. < ;rr � :: :t: r :. �r::�: P r; AHD � AHD �- - �--� - - -�- I—•- - -- - - -�� •-r- - - -- - - -I� :}-. , I = Foote Residence2 SLAB 2"SLAB SEAT I III {:' I J MN SEAT I . :_ ---- ------------- ---- 111 t I I I ( I I �_�H 1 ______ I I I :?Y: I PROVIDE SIMPSON #4630 Nassau Point Road 1/2"SPACING ALLOWS SIN ------------- 2-16D COMMON -IN I I I 1 1 I I 1 I 1 io I _ I HDU5-SDS2.5 HOLD- NAILS INSTALLATION M n n 7'-3-" n 7'-3-" n 10-61" ._ n k Cutcho e, NY NAILS @ 6"O.C. PROVIDE SIMPSON 1 18" 7'-10� 0 1 18 2 1 18 2 �" ;'-y g 2 7 5 8T a. I DOWN WHERE FOR FULL LENGTH HDU5-SDS2.5 OLD iO - HDUS-SDS2.5 HOLDOWN OF STUD DOWN WHERE I I 1 I ( i 1 y : I SHOWN SEE THIS 1 SHEET. Town of Southold CORNER STUD CONNECTED SHOWN SEE HIS I I I I I �I t L -� - �- - - - - - - - - - - - - �o -J SHEET. I I I I I - - _ :�. - _ lop, N County of Suffolk TO TRANSFER SHEAR -- -- --_ - - - -- - - - - - - - - - - - - - Y - - -- - - - - - - - - - -- -� " _ HD / q I I q �\ HD/� SCTM #: 1000 - 111 - 8 - 10 BLOCKING 8 CMU CHEEK *4 FILL&TAMP FOR �` / N N @ ENDWALL I �I FOUNDATION PLAN WALLS SLOPE I - - -- -N - - I 4"P.C.SLAB ABOVE 4 11'-0" 4 pp -- - - - ---- -- - - ENDS DOWN FOR I I I WITH 10/10,6x 6 W.W.M. 4'-13" 4'-13" Issued: Approval I ® EACH STEP L_ ---- --- - - _1 OVER 6 MIL. POLY. SCALE: 1/4"=1�-0�� " ^ VAPOR BARRIER 19'-31" ^Ati Foundation Plan rl•d 10-6 9-2 15-5 2 8-0 a a . 62,�2n ; :� '• n • ' ALL DIMENSIONS ARE TAKEN PRE-ENGINEERED FLOOR JOISTS: Kerr KaZel Architecture FROM FACE OF STUDS(U.O.N.) PRE-ENGINEERED FLOOR TRUSSES BY WEYER-HAEUSER I-LEVEL TRUS-JOIST. 2 Windemere Court 3/4"DIA.THREADED ROD EMBEDDED OR EQUAL. INSTALL AS PER MANUF.SPEC'S P.O. Box 169 15" INTO CONCRETE BLOCK FILLED ALL EXTERIOR HEADERS TO BE 3-2x 6 MIN. AND RECOMMENDATIONS(I.E.SQUASH BLOCKS, SOLID Speonk,NY 11972 ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. NAILING&CLUEING,WEB-STIFFENERS, ETC) Phone: 631-874-2925 UNLESS OTHERWISE NOTED. Fax: 631-874-7377 K NOTES: R802.7.2 ENGINEERED WOOD PRODUCTS.CUTS, 1. HOLD DOWNS REQUIRED AT EACH BUILDING CORNER,AT EACH ALL FRAMING LUMBER TO BE DOUG FIR#1 NOTCHES AND HOLES BORED IN TRUSSES, keri@kazelarchitects.com OVERHEAD GARAGE DOOR JAMB,AND AS INDICATED ON THE PLANS. UNLESS OTHERWISE NOTED. STRUCTURAL COMPOSITE LUMBER,STRUCTURAL 2. ALL STRAPPING,ANCHORS,AND HOLD DOWNS SHALL BE INSTALLED GLUE-LAMINATED MEMBERS, CROSS-LAMINATED AS PER MANUFACTURES SPECIFICATIONS. TIMBER MEMBERS OR I-JOISTS ARE PROHIBITED Date: July 11, 2022 CORNER STUD HOLDDOWN DETAIL ALL DIMENSIONS SHOWN ARE±AND SHOULD EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S BE VERIFIED WITH EXISTING CONDITIONS ON SITE. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH Date: June 17, 2022 N.T.S. NOTIFY ARCHITECT WITH ANY DISCREPENCIES. ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BY A REGISTERED DESIGN PROFESSIONAL. Scale: As noted Project No. 62-42" NOTES: O WINDOW SCHEDULE 14'-0" 5'-0" 35-42" ROUGH Q _ OPENING ww w � ww -, z � (FT-IN) i- ja .-. j _j _ ? }} cn Y > O' tL � UF- � U � � V' H D_ Q' _j = F- co ? ? W co �- Q � U 0 C9 Jw ly W wwv of U' + J Q W _ 0Q w0 w0 w0 co o In a � MARVIN ELEVATE COLLECTION 9'-1" 1'-118" 11.49 0.28 0.32 +55/-65 4 LITE 1 CABLE RAILING A ELAWN3723-3W AWNING-3 WIDE 36 HIGH RAILING B ELDH3660-3W-E MARVIN ELEVATE COLLECTION 8'-112" 5'-04" 31.77 5.79 2'-88" 2'-149" 0.28 0.32 +55/-65 4/1 1 EGRESS WINDOW R312 GUARDRAILS: PORCHES SYMBOL LEGEND DOUBLE HUNG-3 WIDE-EGRESS BALCONIES AND STAIR MARVIN ELEVATE COLLECTION n 8„ LANDINGS 30"ABOVE FLOOR - - - C ELAWN3719-3W 9-1 1-78 8.91 0.28 0.32 +55/-65 4 LITE 1 AWNING-3 WIDE OR GRADE TO BE INSTALLED WOOD DECK =1 I I=1 I I III-1 EARTH D ELAWN2527 MARVIN ELEVATE COLLECTION 2'-1" 2'-38" 2.86 0.30 0.25 +55/-65 4 LITE 1 WITH 36"HIGH RAILINGS, (COMPOSITE DECKING) 1 I I I-1 I I=1 I I- AWNING BALUSTERS NOT TO ALLOW POURED CONCRETE 1 TEMPERED IN o PASSAGE OF A SPHERE 4"OR 0 o `''`'"`f'` `' E ELAWN3735 MARVIN ELEVATE COLLECTION 3'-1" 2'-118" 6.4 0.28 0.32 +55/-65 4 LITE 3 N N N AWNING MASTER BATHROOM MORE IN DIAMETER. OR 8" CMU BLOCK F ELDH3660-E MARVIN ELEVATE COLLECTION X-02" 5'-04" 10.59 5.79 2'-88" 2'-10" 0.28 0.32 +55/-65 4/1 3 EGRESS WINDOW 5'-0" 5'-8" 8'-0" 8'-02" 8'-0" 5'-8" DOUBLE HUNG EXISTING STUD WALL G ELSFD6070 MARVIN ELEVATE COLLECTION 6'-0" 7'-22" 30.4 0.30 0.25 +18/-24 10 LITE 2 TO REMAIN SLIDING FRENCH DOOR-2 PANEL STAIRWAY&HANDRAIL N H ELDG7216/ELSFD6070 MARVIN DIRECT GLAZE TRANSOM 6'-0" V-64" 35.29 0.30 0.25 +18/-24 10 LITE 4 AS PER SECTION _ EXISTING STUD WALL SLIDING FRENCH DOOR-2 PANEL R311.7&R311.7.8 _____________ MARVIN ELEVATE COLLECTION '„ 1 TO BE REMOVED J ELDH3640 DOUBLE HUNG 3-02 3-44" 6.47 0.28 0.32 +55/-65 4/1 1 OF THE RCONYS H H H H = MARVIN ELEVATE COLLECTION n 1n 3n as -- IN _._ c"N NEW 2x 4 OR 2x 6 6-0 5 0- 21.18 5.79 2 8- 2 1-" 0.28 0.32 +55/-65 4/1 1 EGRESS WINDOW --- -- K ELDH3660-2W-E a s sa r ____ - ---- ---- _ _ r1111 -- ---- _ _____ STUD WALL @ 16" O.C. AWNING-2 WIDE 1 4 1d 3n 4- - 1 3-14"x �LVL HEAbERJ L 3-��4 x 94 LVL HEADL�2 "x 94 LVL H�# DER 13i 14"x 94"LVL HEADER 2x JOISTS_N JOISTS ABOVE MARVIN ELEVATE COLLECTION 11'-10" 7,_21n L___________________A I __j 1 `!' @ 6 M ELSFD12070-OXXO SLIDING FRENCH DOOR-4 PANEL 2 60.8 0.28 0.32 +55/-65 10 LITE 1 i i w VAULTEDMARVIN N ELAWN2236 AWNING COLLECTION 1'A02" 3'-D4" 2.98 0.28 0.32 +55/-65 4 LITE 1 I I = CEILING i i I I�� ��� i O AS SECTION / DETAIL EGRESS WINDOW G J BREAKFAST , 1 CONTRACTOR AND/OR WINDOW MANUFACTURER > NOOK -+ �- I I - - - - I L_-_-_� s-1 TO VERIFY ALL SIZES,MAKE,MODELS,ROUGH OPENINGS, THIS UNIT MUST MEET OR EXCEED: " I -1 - - - .- p� I - - - - - L----- I " 0 AS BUILDING SECTION MASONRY OPENINGS,GRILL LAYOUTS AND QUANTITIES 1)CLEAR OPENABLE AREA OF 5.7 SQ.FT. 2 I I I I 2 2'-0" 6'-0" ' Z)CLEAR OPENABLE WIDTH OF 20" x OF WINDOWS AND DOORS PRIOR TO PLACING ORDER. 3)CLEAR OPENABLE HEIGHT OF 24" i i i i I I 2x 6 COLLAR TIES i I I L' �;, 1 i I I ON EACH SIDE OF WINDOW RAFTER.WRAPPEDi'I WITH WOOD TRIM. -_ - - - - ELEMENTS ABOVE VAULTED I I I O DOOR SCHEDULE CEILING _ _ __ _ I I _ - - MASONRY N KITCHEN - - -- - -;T-� � - - - - - � FIREPLACE ' - _ i I I `v SEE DETAILS N N z m 1, , - GIRDER/ HEADER ABOVE a LOCATION N OPTIONS 2 I 1 NEW 2x 6 STUDS @ 16"O.C. =1 i �DW i i III j ON SHEET A5 I 1 (9'-1"PLATE HEIGHT) ___ 1 FRONT ENTRY DOOR 3's"x T-0" LH SECURITY/DEAD BOLT LOCK 2xs L , J I I I VAULTED ® POST DOWN SISTERED NEXT TO EXISTING - ---- 2 FOYER CLOSET 5'-0"X T-0" DBL BALL CATCH zxa 2x 4 STUDS.TYPICAL AT ALL S_2 O u 11 s 3'-6" 0 6'-0" 1 1 1 1 CEILING i i i INTERCONNECTED COMBINATION 3 LAUNDRY CLOSET C-8"x T-0" DBL PRIVACY LOCK 2x4 EXISTING EXTERIOR WALLS. r, I I A5 ISLAND I I I I GREAT ROOM �II A5 I<X�SD SMOKE AND CARBONMONOXIDE `<yCO DETECTORS AS PER R314 OF THE - 4X "�S�T - J I I - - - - - - � i4 LINEN CLOSET 2'-6"x T-0" RH 2x4y-- I 1FLUSH HEADERIRCONYS AND 915 OF THE IFCONYS 5 MASTER BEDROOM 2'-6"XT-0" LH PRIVACY LOCK 2x4 36"HIGH RAILING1 SETBOTT. @9'-1" �, 1 I 1 j1 ^ 1^R312 GUARDRAILS: PORCHES 19'-0" 52^ 13'-3" c%� A.F.F. 4'-1 I 1 4'-8" 6'-3" �1 6'-22 52 4'-0" 4'-0" CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 6 MASTER BEDROOM WICL 2'4"x T-O" RH 2x4 BALCONIES AND STAIR __� 1 -J I _ MAINTAINING JOB SITE SAFETY DURING THIS PHASE 7 MASTER BATHROOM r-4'xT-0" LH PRIVACY LOCK 2x4 LANDINGS 30"ABOVE FLOOR I 1 -- i 1 I 1 I<z 1 S� I o _+_______ _ _�__ _ I �_y ----- OF WORK&SHALL COMPLY WITH ALL APPLICABLE OR GRADE TO BE INSTALLED = _ _______ __ r 1 1 1 1 8 BEDROOM#2 r 6•xT-0• RH PRIVACY LOCK zxa .- '--_- �, ,' I 2-2x 10 UP�IET FEDERAL, STATE &LOCAL REGULATIONS INCLUDING WITH 36"HIGH RAILINGS, i t_ / � - - i 1 �\� �,' I 1 1 I�I FLUSH HEADER - F ' 9 BEDROOM#2 BATHROOM DOOR 2'14"x T-o" PKT PRIVACY LOCK 2x6 BALUSTERS NOT TO ALLOW 0 i REF ,� I 1 I 1 I N BUT NOT LIMITED TO BUILDING CODES,OSHA - - 1- 12 - ' REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS PASSAGE OF A SPHERE 4"OR ' -------- I - 10 BEDROOM#2 CLOSET 3'-6"x 7'-0" DBL BALL CATCH 2X4 - SIN i L____ I 4 1 MATERIAL REMOVAL&DISPOSAL. MORE IN DIAMETER. STAIRWAY&HANDRAIL p = ---- „ 11 BEDROOM#2 CLOSET 3'6'x T-0" DBL BALL CATCH 2x4 AS PER SECTION S-1 ; M I ' ' 2 '7 �'�, r 31 - -sue'"_-�r 3- 2' 2x 6 SOFFIT JOISTS R311.7&R311.7.8 AS i VAULTED i i i i i �� - ' 1 -I VAULTED "'N SIN THE CONTRACTOR SHALL INDEMNIFY&HOLD 12 PANTRY 3'-0"xT-o" DBL BALL CATCH 2x4 n CEILING L 1 " 1 " _CIO I HARMLESS THE OWNER,THE ARCHITECT,AND @ 16 O.C. OF THE RCONYS I 1 11 ` CEILING BEDROOM #3 11 =1 _ _� `t1 ti THEIR AGENTS&EMPLOYEES FROM AND AGAINST 13 BATHROOM 2'4'xT-0" LH PRNACY LOCK 2x6 3-2x 10 HEADER WITH 2-2x6N I Lll _ L _ _ __ _,� 11 BEDROOM #2 _ _ 0 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 14 BEDROOM#3 2'-6"X T-0" LH PRIVACY LOCK 2x4 PLATES OVER. PACK OUT TO p 1 1 -' 1 1 I J 1 ' r 1 „ n n ^ " ARISING OUT OF OR RESULTING FROM ANY OF THE 10 L. -1- 8-2- K 15- 12'-11-" 3- 1 3-" I ® I , [312 3- 11 6- ITEMS LISTED ABOVE. WIDTH OF COLUMN CAP 8" 2 2 2 2 2 4-1 I I 2 F cb '-1" 2 2 2 15 BEDROOM#3 CLOSET 6'-O"x T-0" BI-PASS 2x4 NEW 12"x 12"PERMA-CAST LOAD - - - - a + - - I -- 1 I L____-___� •=IpN n - I W -- � I I I CO L -- 9'-1" E CL T 16 BASEMENT ENTRY DOOR 3'-0"x 6'8' LH EXTERIOR INSUL W/LITE $• BEARING COLUMNS, BY HB&G - -- - I 1 _ , - THE CONTRACTOR SHALL VERIFY ALL FIELD SECURITY/DEAD BOLT LOCK I Q r- -� I 1 <� SD 11 I --_-' �'I - - -- - - -- - - -- - �N CONDITIONS AND NOTIFY THE ARCHITECT OF ANY OR EQUAL.23,000#UL, PERMA-LOC 1 w ___ i- --I I 1 I x �r--_-L / CLG. HT. - -- - - -- - -- - do UPLIFT SYSTEM. �n --r- _ _�- --r w 0 a@ J 1 `�yC0 n / I I - Zo o I �1� 1 II z --zL, 9-1 ,i,?� BATH III 10 X%LSD CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE `-' ,-' I 11 J I- � CLG. ' ' 111 y x I -� .-� 1 II � - cn ', %' CO C� d RESPONSIBLE FOR FIELD MEASUREMENTS AS READ. co 1 �_� �_� 1 11o � 14HT. 1 �� - V 0TrS .-_C_=-==,- __JL_ U �J L___1 L___s� I _ - 9 THE ARCHITECT SHALL BE HELD HARMLESS BY ANY '-0" 3-0" COVERED --\-- _ ---- �- ------ -e 1 1 1 I 11-61 c'o AGENCY FOR ANY ERRORS&OMISSIONS ON 1 �_ fin 1-n 1,� r--- i N I 4�_8-" .'3_'1 I / 1 �Iht ,- „ N n a 5 Nnn= 6"1 " -7"PQL. CH T 1" 2 3 62 32 �M 6'-9" 32 2'-1 .32,1 4'-1 i 1 `r' UI 2 t i "all ?i 7 1 2 O @� 2 O N THESE DOCUMENTS. 2x 6 COLLAR TIES 1 i -( OURED C N ON EACH SIDE OF "v I ;n i I I ' 0 - _ y, 9-1 m Cn 1 P\ PT. BLUES ONE = 15 I I v = 8 CLG. I X THE CONTRACTOR IS SOLEY RESPONSIBLE FOR RAFTER.WRAPPED G _ LINEN O �, () _ o --- _ I O n 1 I I .I - I -------- - Tr I I _ w 0 �� _1 f HT. II N METHODS&MEANS OF CONSTRUCTION. THE WITH WOOD TRIM. in 1 2x 6 NAILE _ N LOST �_ `:N I I �riv M ; I �' ��N ARCHITECT IS NOT RESPONSIBLE FOR FIELD - -- - - - - -- --- -- -- - ----- - ---- z� -- SUPERVISION. 1 3-14"x 94" T.LV HEADER 3-2x 10 HDR i •=1Cl) i ic.I I<X SD I 9'-1" `_ 0 SCREEN i II' - --1 --9'-V - 1 - I _ �`- CO i CLG. rN _ I - = 1 - = I HT_ - DOOR I CLG.1 Y I II I EF 0 r» VAULTED Ii I I 1n 1" _ 1„ z @ 1„ 2x4 P.T. MID RAIL WRAPPED CEILING 2-2x6 UPSET I L____________ __H_T_.J r n I 3- 13-7- J 3 n "' FLUSH HEADER I = i O5 1 �Q 1 �1 5-1 i I 2 2 - cn 0 ,(ARE p ARC .` WITH 4x 6 AZEK"TRIM ALL = SCREENED 1 Cl) ---- -- � U E 5 SIDES,TOP @ 36"A.F.F. I SIN � �J --� � - _ "' 9'-1"CLG.HT. r O ♦ � AN k �. I BUILT-IN BENCH, PORCH WITH HOOKS _ MASTER X o ��� �� <� I co W I-I I �1N I I �N ' I I N TEMPERED , w I --- - I I I D - w © ��,�} Q7 BATHROOM GLASS WINDOW. / L. SCREEN PANELS IN rile = �� w = 3�" I 31" `�' 31 31" N - -t--- J WHITE ALUM. FRAMES rn J I M Q I I •-IN 2 2'-1 2 Cl) 5'-1" 2 5'-4" 2 I ----- --------- SIN 1 , w -I _ -u)_ LO _ - VENT DRYER I '_1n �/ 2'-02" III III CUSTOM SHOWER ,/'� �- -- - T - - - - -n - - TO OUTSIDE I I �� ��6743 1' 3-2x 10 UPSET I 11 I PAN WITH BENCH. ' �1N AIR n 11 ' III 0 i 00 I I �� I i r`1N L0 9'-1 1 -' FLUSH HEADER I I I PROVIDE TEMPER D OF NEB 2-2x 4 P.T.POSTS WRAPPED '� i Ana 1 I / x 1 I 0 It CLG. I III j� GLASS DOOR AND SIN 1 x i � z V HT, 11 IX ) SD I I 1 I PARTITIONS WITH 4x 6"AZEK"TRIM ALL----_. �� 1 �,a c----- I I -' U) III cy 1 I SIDES. i u r' 1--1 U u~i 0 _ __C_O c) (POURED CONC. - i VAULTED CLG N 22 Co co � iIi I E - -- - I I E -7 1 -- OPT. BLUESTONE) 1„ , FOYER 1" CL 1n 1 1„ N 1n I,I I 71 �, I . n 6" 10'-0" 52 ___ g'_1^ cO 2' " 32 r` 10 82 " 32 2'-10"1 I i 18-4223-32 4-82 Proposed Addition to the: 0 ___1. _ 9-1 CLG. HT. 1 1 6x 6 P.T.POSTS WRAPPED I ' -� ,'� i i W.I.CL. 2x 6 COLLAR TIES 1 Foote WITH4x 8"AZEK"TRIMALL "�� i i ,'� i iIi m ON EACH SIDE OF I KP io p Residence SIDES. M I 1n 1 = ,;'' / 1 = i RAFTER.WRAPPED w Fo 1 3-1q'x 94 CONT. LVL HEADER ' 1N N r IN I i = - in ►h 3-2x 10 CONT.HEADER cn I I WITH WOOD TRIM. I 1 #4630 Nassau Point Road - - ----- - - -----, r -- --- I Ij I L _ 2s=A�L �� = == --- - - ---- - N Cutchogue NY ---- -- ---- T��VERED(�� _ __ I I : ; VAULTED "' o Town of Southold = O I PORCH U_ �v -----� =-__�-F____- ---1� -J CEILING -CM "� ' ( ° ( ° -IN I I 3-2x 10 UPSET MASTER County of Suffolk _ 1 POURED CONC. 0 v� _ �, co 1 4'-7" 1i1'_ 2^OPT. BLUESTONE) N O '-Al' ZO FLUSH HEADER I BEDROOM SET BOTT.@ SCTM #: 1000 - 111 - 8 - 10 I - - I - - - - - - �ilnN 9'-1"A.F.F. 11N -- - 17 % - - - -- �� - Issued: Approval --- -- - ----- -- - 3-2x 10 HEADER WITH 2-2x6 = 52 10'-1" 0 52 ' PLATES OVER. PACK OUT TO o 36"HIGH RAILING --_ -- __ _ __ __ I N 3-2x 10 CONT.HEADE o %J Floor Plan R312 GUARDRAILS: PORCHES i WIDTH OF COLUMN CAP c� BALCONIES AND STAIR - --- - ---- ---- NEW 12"x 12"PERMA-CAST LOAD 'rIN LANDINGS 30"ABOVE FLOOR BEARING COLUMNS, BY"HB&G" ALL DIMENSIONS ARE TAKEN OR GRADE TO BE INSTALLED OR EQUAL.23,000#UL, PERMA-LOC OB FROM FACE OF STUDS(U.O.N.) Keri Kazel Architecture WITH 36"HIGH RAILINGS, As UPLIFT SYSTEM. V-6" 5'-6" 2 Windemere Court BALUSTERS NOT TO ALLOW PASSAGE OF A SPHERE 4"OR X-0" 3'-0" X-0" 3 3n ALL EXTERIOR HEADERS TO BE 3-2x 6 IMIN. P.O. Box 169 MORE IN DIAMETER. 6" R.O. 3" R.O. 3" R.O. 6" 8" 7'-10" 15'-3" 10" 4-14" 11'-0" 1 11 4'-14 ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. Speonk,NY 11972 UNLESS OTHERWISE NOTED. Phone: 631-874-2925 ±10'-6"SCREEN ROOM 11 24'-7"COVERED PORCH 19.32^ 8'-0" ALL FRAMING LUMBER TO BE DOUG FIR#1 Fax: 631-874-7377 UNLESS OTHERWISE NOTED. keri@kazelarchitects.com (` 62'-411. 01 G ALL DIMENSIONS SHOWN ARE±AND Date: July 11, 2022 SHOULD BE VERIFIED WITH EXISTING PROPOSED FIRST FLOOR PLAN CONDITIONS ON SITE.NOTIFY ARCHITECT Date: June 17, 2022 WITH ANY DISCREPANCIES. SCALE: 1/4"=V-0" Scale: As noted A4 Project No. NOTES: 2-14"x 16"LVL RIDGE BEAM CHIMNEYS AND FIREPLACES CHIMNEYS AND FIREPLACES PACK-OUT RIDGE BEAM WITH 2x ON EACH SIDE. PROVIDE SHEETROCK AND CLAD WITH TABLE R1001.1 1x NATURAL WOOD TRIM WITH SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS MITER FOLDS FOR FAUX BEAMS(TYP) ITEM LETTER" REQUIREMENTS Hearth slab thickness A 4" 2x 6 COLLAR TIES ON EACH SIDE OF Hearth extension B 8"fireplace opening<6 square feet. RAFTERCLAD WITH 1x NATURAL (each side of opening) 12"fireplace opening>_6 square feet. D TRIM WITH MITER FOLDS FOR Hearth extension C 16"fireplace opening<6 square feet. FAUX BEAMS(TYP) @ BOND �2 FT MIN. (front of opening) 20"fireplace opening>_6 square feet. TYPICAL ROOF CONSTRUCTION: 2x 10 NAILER SYMBOL LEG E N D BEAM _ _ _ Hearth slab reinforcing D Reinforced to carry its own weight and all imposed loads. LIFETIME ARCHITECTURAL ASPHALT SHINGLES MASONRY CAP 2x 8 RAFTERS 16"O.C. MORTAR CAP BRICK BLOCK @ — —_ — R o 0 0 Thickness of wall of firebox E 10"solid brick or 8"where a firebrick lining is used. COLOR: DETERMINED BY OWNER) OVER PORCH ROOF Joints in firebrick'/,"maximum. 15#ROOF FELT&ICE AND WEATHER SHIELD _� 1/2"CDX PLYWOOD SHEATHING 2x 10 FLAT VALLEY JACK ���_���_��� EARTH EFFECTIVE CLEARANCE QL Distance from top of opening to throat F 8" ©FLUE AREA 10 FT MIN. _--_ �__ Smoke chamber wall thickness 6" RAFTERS AS NOTED 12 2x 6 RAFTERS @ 16"O.C. - POURED CONCRETE o G 12 6 ;f,sn t�';: QK BOND BEAM FLIlk- SHING I8 IN� -� B I Unlined walls 8" -�.-_.+,:,_ _ = „ s?;.:=; OR 8 CMU BLOCK ANCHORAGE WIDTH OF FIREPLACE Four No.4 full-length bars for chimney up to 40"wide. SIMPSON H2A HURRICANE TIE AT EACH 6 ; �' OPENING Chimney H Add two No.4 bars for each additional 40"or fraction of RAFTER TO STUD CONNECTION. _ 12 Vertical reinforcingb width or each additional flue. 12 -- - - ±3z EXISTING STUD WALL PLAN VIEW Horizontal reinforcing J '/,"ties at 18"and two ties at each bend in vertical steel. 32� \ TO REMAIN 3-2x 10 HEADER WITH 2-2x 6 FLUE LINING PLATES OVER. PACK OUT TO --- EXISTING STUD WALL MORTAR CAP Bond beams K No specified requirements. BOND BEAM Fireplace lintel L Noncombustible material. — — — _ _ ------- - ---- WIDTH OF COLUMN CAP C ] TO BE REMOVED Solid masonry units or hollow masonry units grouted solid with K BOND BEAM Chimney walls with flue lining M TYP. NEW EXTERIOR 1/2"G.W.B. ON WALLS ` OP ANCHORAGE 2 FT MIN. HORIZONTAL not less than 4-inch nominal thickness. L' J 2x 6 SOFFIT JOISTS 16"O.C. NEW 2x 4 OR 2x 6 REINFORCING TIES &CEILING(TYPICAL) @ — CLEARANCE Distances between adjacent flues — See Section R1003.13. WALL CONST.: 5' 9"O.H. � ) 7'�"o.H. STUD WALL @ 16" O.C. 10 FT MIN. Effective flue area(based on area of fireplace opening) P See Section R1003.15. -CLEAR WESTERN RED CEDAR NEW 12"x 12"PERMA-CAST LOAD HORIZONTAL n SHAKES WITH PERFECTION EDGE BEARING COLUMNS, BY"HB&G 2x JOISTSREINFORCINGTIES VAULTED CLG VERTICAL Clearances JOISTS ABOVE \ REINFORCING AND WOVEN CORNERS COVERED COVERED OR EQUAL.23,000#UL, PERMA-LOC @ 16"O.C. \ LASHING Combustible material See Sections R1001.11 and R1003.18. FOYER \ R g -VENTILATED UNDERLAYMENT UPLIFT SYSTEM. ANCHOR STRAP Mantel and trim See Section R1001.1 1,Exception 4. t1 PORCH PORCH VENEER TIE Above roof 3'at roofline and 2'at 10'. -TYVEK HOUSE WRAP OR EQUAL PROVIDE ICE&WEATHER SHIELD 5 I@M WALL THICKNESS ," �" SECTION / DETAIL PARGE WITH CLEARANCE DETAIL WITH Anchorage rn =16 SHEATHING 4 T&G PLYWOOD SUBFLOOR FRAMING A5 MORTAR WOOD S Strap '/ "x 1" � -4"(R-21)CLOSED CELL INSULATION GLUED AND NAILED 1,� 8 IN.MIN. -- MATERIAL p I� W " FLASHINIMPREGNATED G OVER ODHOMASOTE — ANCHORAGE 2h IN. Number Two Z -2x 6 STUDS 16 O.C. WITH- BOLTS EACH STRAP — S @ NEW 11Z"TJI 560 AT CONCRETE AREAS S-1 BUILDING SECTION SMOKE , FLUE LINER Embedment into chimney 12"hooked around outer bar with 6' extension. 1" g ( ) ©CHAMBER Fasten to 4 joists GYPSUM WALLBOARD PRE-ENGINEERED A5 '/:IN.MIN. i THERMAL CLEARANCE R t 6 IN.MIN. Bolts Two'/z"diameter. FLOOR JOISTS @ 16"O.C. FILL&TAMP FOR 4"PH .C.SLAB ABOVE VERTICAL DISTANCE 21 . I IN.MIN. 8 IN HORIZONTAL Footing / REINFORCING i WITH�_\ �� Thickness T 12' min. POLY.VAPOR BARRIER.PROVIDE ;..... t - ,_ WINDOW REINFORCING TIES _a_ MORTAR 8 IN.MIN. , Width 6"each side of fire lace wall. .,; OPTIONAL 2"BLUESTONE CAP. MEASURE HEIGHT /z IN.MIN. p '.z., EXISTING ` UE THICKNESSFIREBOX L OF FREE LINTEIr� REPLACE FROM STANDING 4 IN.MIN. T r 4 IN.THICK MASONRY UNITS For SI: I inch=25.4 mm,1 foot=304.8 mm,I square foot=0.0929 mZ. '.:= " — —— — — ±2'-6 CLG. HT. 2"! 1 AR SEAT — — — — — ELEMENTS ABOVE HEARTH TOP OF FOOTING Note:This table provides a summary of major requirements for the construction of masonry chimneys and fireplaces.Letter references are to Figure R1001.1, - s HEARTH 20 IN.IC I I OPENING H VERTICAL REINFORCING which shows examples of typical construction.This table does not cover all requirements,nor does it cover all aspects of the indicated requirements.For l'i f. CRAWL SPACE MIN.FIREBRICK i EXTENSION pENING © HEIGHT LINTEL L 20 IN.LAP IF SPLICED TO the actual mandatory requirements of the code,see the indicated section of text. Z - .—►I FOOTING DOWELS q) B- EXTENSION FIREBOX WALL THICKNESS I ' HEARTH C 1 a. The letters refer to Figure R1001.1. 2"P.C.SLAB OVER 6 MIL. ' - _ ------ �--Q- THICKNESS b.Not required in Seismic Design Category A,B or C. '° POLYVAPOR BARRIER. ' GIRDER / HEADER ABOVE O eF `'` NEW FOUNDATION 4 TDFOOTINGWIDTH Cl) WALL NOTE: —HEARTH SLAB 18 IN.MIN 6 IN.AROUND ASH DUMP OPTIONAL T I ; ® POST DOWN REINFORCEMEN GRADE c,__.,,,i;+,, - FREE STANDING FIREPLACE CLEAN OUT c lli ,+ NEW 8 CMU BLOCK FOUNDATION FOOTING DEPTH = - WALL WITH DURA-WALL REINF. QT FOOTING WIDTH+I +-FOOTING WIDTH Q NATURAL INTERCONNECTED COMBINATION GRADE EVERY OTHER COURSE WITH BARS IN CONCRET HEARTH 20 w.MIN. 2x 6 P.T. SILL PLATES WITH SILL �+ " t�-t SD SMOKE AND CARBONMONOXIDE +� FOOTING MASONRY FIREPLACE DETAILS SEAL AND TERMITE SHIELD (TYPICAL) SECTION THRU FOYER" S-1 TIED VERTICAL RE-BARN 48 O.C. NCO DETECTORS AS PER R314 OF THE TIED INTO FOOTING ON y� „= , „ NEW 16"x 8"DEEP P.C. FOOTINGS IRCONYS AND 915 OF THE IFCONYS WITH 2-#5 RE-BAR IN BOTTOM. BRICK FIREBOX AND CHIMNEY— BRICK FIREBOX AND BLOCK CHIMNEY— SCALE: NTS DIMENSIONS SHOWN ARE MINIMUMS. 5/8" DIA STEEL ANCHOR BOLTS SCALE: 1/4 -� SECTIONAL SIDE VIEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLAB MASONRY CONTRACTOR TO PROVIDE MAX 36 O.C.WITHIN 12 FROM MIN. CLEARANCES TO COMBUSTIBLES ENDS OF EACH SILL PLATE PIECE. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR For Sl: I inch=25.4 mm,1 foot=304.8 mm. AS SHOWN. EXTEND BOLTS MIN 15"INTO 8"CMU MAINTAINING JOB SITE SAFETY DURING THIS PHASE FIGURE R1001.1 BLOCK FOUNDATION FILL SOLID OF WORK&SHALL COMPLY WITH ALL APPLICABLE FIREPLACE AND CHIMNEY DETAILS SECURE TO SILL W/ 3 SQUARE FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING WASHER BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. 2020 RESIDENTIAL CODE OF NEW YORK STATE 441 THE CONTRACTOR SHALL INDEMNIFY&HOLDHARMLESS THE OWNER,THE ARCHITECT,AND ENVELOPER- VALUES THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ROOF RAFTERS: (R-30) OPEN CELL SPRAY FOAM ITEMS LISTED ABOVE. EXTERIOR WALLS: (R-21 ) CLOSED CELL SPRAY FOAM THE CONTRACTOR SHALL VERIFY ALL FIELD FLOOR JOISTS: (R-30) BATT INSULATION CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 4-12"x 18"LVL RIDGE BEAM THE ARCHITECT SHALL BE HELD HARMLESS BY ANY PACK-OUT RIDGE BEAM WITH AGENCY FOR ANY"ERRORS&OMISSIONS"ON 2x ON EACH SIDE. PROVIDE THESE DOCUMENTS. \ SHEETROCK AND CLAD WITH THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 1x NATURAL WOOD TRIM WITH "METHODS&MEANS"OF CONSTRUCTION. THE MITER FOLDS FOR FAUX BEAMS (TYP) ARCHITECT IS NOT RESPONSIBLE FOR FIELD 2x 6 COLLAR TIES ON EACH SIDE OF SUPERVISION. RAFTERCLAD WITH 1x NATURAL WOOD TRIM WITH MITER FOLDS FOR TYPICAL ROOF CONSTRUCTION: FAUX BEAMS(TYP) LIFETIME ARCHITECTURAL ASPHALT SHINGLES _,C�FtED ARC 1 (COLOR: DETERMINED BY OWNER) ��\ IN 15#ROOF FELT&ICE AND WEATHER SHIELD TYPICAL ROOF CONSTRUCTION: 1/2"CDX PLYWOOD SHEATHING LIFETIME ARCHITECTURAL ASPHALT SHINGLES ENC''CN 2x 12 RAFTERS @ 16"O.C. (COLOR:DETERMINED BY OWNER) .� ! 2x SOLID BLOCKING v� _ 15#ROOF FELT&ICE AND WEATHER SHIELD •SCR SIMPSON H2A HURRICANE TIE AT EACH - 1/2"CDX PLYWOOD SHEATHING „= 2x SOLID BLOCKING '� 6- RAFTER TO STUD CONNECTION. RAFTERS AS NOTED SEE OPTIONAL RAFTER OF N 0 1 \ � .l T� "'743- �0 �N ASPHALT ROOF SHINGLES E TAIL DETAIL THIS SHEET TYP. NEW EXTERIOR / EXISTING RAFTERS, VAULTED WALL CONST.: 1/2"PLYWOOD ROOF SHEATHING CEILING JOISTS AND -CEILING -CLEAR WESTERN RED CEDAR - - WALLS TO BE REMOVED GREAT kOOM SHAKES WITH PERFECTION EDGE Proposed Addition to the: 2x 4 ON FLAT STRUTS LET-IN .' AT TOP OF EACH RAFTER I 2'-d '�� 2,�_„ AND WOVEN CORNERS p I 2 ----- -- ---------------------------1 _ � 2 -VENTILATED UNDERLAYMENT Foote Residence ALUM DRIP EDGE FLASHING - - -------------------------------s -- - ------- O.H. -- -TYVEK HOUSE WRAP OR EQUAL 1x 2"AZEK"FASCIA BOARDS 2x 12 RAFTERS @ 16"O.C. w NEW 2-2x 6 P.T.SILL PLATES OVER �� i i i i\�� 16"SHEATHING TERMITE SHIELD AND SILL SEAL ——— 1/2"G.W.B. ON WALLS i I PROVIDE SIMPSON TB20 I I -4"(R-21)CLOSED CELL INSULATION #4630 Nassau Point Road 5"HALF ROUND METAL GUTTER SIMPSON H2A HURRICANE TIE AT EACH &CEILING(TYPICAL) I i CROSS BRIDGING @ -2x 6 STUDS @ 16"O.C.SISTERED Cutcho e, NY RAFTER TO STUD CONNECTION. EXISTING 8"CMU FOUNDATION 8'-0"O.C. (TYPICAL) NEXT TO EXISTING STUDS ( o, WALL AND EXISTING 16"x 8"P.C. 4"T&G PLYWOOD SUBFLOOR i I I 1 - "GYPSUM WALL BOARD Town of Southold NEW 2-1-3"x 11Z"FLUSH � FOOTINGS TO REMAIN. INSTALL GLUED AND NAILED i I 4 8 2"x 6"EXPOSED"AZEK" Z 1 NEW COURSE OF 8"CMU BLOCK 7" i LVL FLOOR JOISTS UNDER County of Suffolk NEW 11g TJI(560) EXISTING WALL ABOVE RAFTER TAIL OVER EXISTING FOUNDATION WALL PRE-ENGINEERED i AS REQUIRED AFTER i i 36"HIGH RAILING TOP OF NEW BLOCK WILL SET FLOOR JOISTS @ 16"O.C. i HOME IS LIFTED I ON FOUNDATION SCTM #: 1000 - 111 - 8 - 10 I 6"AZEK"BEAD BOARD DATUM @±0'-0" I WALL ABOVE SOFFIT BOARDS Issued: Approval 1x 8"AZEK"FRIEZE BOARDS 5/8"DIA STEEL ANCHOR BOLTS MAX 48"O.C. --------- ___ ____ _----PROVIDE__GYPSUM WALLBOARCL__ z WITHIN 12"FROM ENDS OF EACH SILL �_ MEMBRANE TO THE UNDERSIDE OF � Roof Plan & Building W 1- EXISTING FLOOR JOISTS PLYWOOD SHEATHING g = PLATE PIECE. EXTEND BOLTS MIN 7" INTO FND TO BE REMOVED THE FLOOR FRAMING MEMBER AS PEIR 1 2 W 1 STAIRWAY& • &SECURE TO SILL W/ 3"SQUARE WASHER AND SECTION R302.13 OF THE RCONYS. t--I Section mi TIGHTENED NUT TO EACH BOLT. DOWLING NOTE: EXISTING FOUNDATION i i ±7'-3"CLG. HT. HANDRAIL AS M Z PROVIDE 24"LONG#5 EPDXY WALL TO BE REMOVED i i BASEMENT PER SECTION SECTION THRU OPTIONAL RAFTER TAIL ' - EXISTING 8" FOUNDATION OF &R31 YS COATED REBARS @ 16"O.C. TO TOP OF EXISTING I IR311 . M WALL AND EXISTING 16"x 8"P.C. CONNECTING THE NEW&EXISTING FOOTING TO REMAIN i i OF THE RCONYS Ken Kazel, Architecture FOOTINGS TO REMAIN. INSTALL SCALE: 1"=1�-0" z 1 NEW COURSE OF 8"CMU BLOCK FOUNDATION WALLS FILL TOP 3 TOP OF NEW 4"P.C.SLAB 1 i FLOOR DRAIN TO 2 Windemere Court COURSE SOLID(TYPICAL) FLUSH WITH EXISTING OVER EXISTING FOUNDATION WALL APPROVED P.O. Box 169 TOP OF NEW BLOCK WILL SET DRYWELL Speonk,NY 11972 @ DATUM ±o'-o" q z Phone: 631-874-2925 NEW FOUNDATION Fax: 631-874-7377 SECTION THRU FOYER: S-2 WALL NOTE: keri@kazelarchitects.com NEW 8"CMU BLOCK FOUNDATION SCALE: 1/4"=V-0" WALL WITH DURA-WALL REINF. Date: July 11, 2022 EVERY OTHER COURSE WITH #5 VERTICAL RE-BAR @ 48"O.C. Date: June 17 2022 TIED INTO FOOTING ON NEW 16"x 8"DEEP P.C. FOOTINGS WITH 2-#5 RE-BAR IN BOTTOM. Scale. As noted A5 Project No. NOTES: w ' J < O — — ——— — — —— — — —— — — —— — — —— — — — - - - - - - -- - - -- - - - -- SYMBOL LEGEND I I -I 11=1 11=1 I I-1 EARTH 1I- +2�'`�2w I I +2'-42° ;,:,•,,. I . POURED CONCRETE O.H. �`�''`�`' I `�''_' OR 8" CMU BLOCK I m ROOF CRICKET I EXISTING STUD WALL w COMPLETELY L — TO REMAIN p FLASHED— PRE-FAB ALL FUEL APPROVED METAL EXISTING STUD WALL J CHIMNEY FROM TO BE REMOVED HEATING UNIT NEW 2x 4 OR 2x 6 '-,,,,,,,—APPROVED LMETAL STUD WALL @ 16" O.C. 4 —_1 CHIMNEY FROM F_ FIREPLACE @ JOISTS O.0 JOISTS ABOVE 2x 12 RAFTERS 2x 12 RAFTERS I @ 16"O.C. @ 16"O.C. 5 SECTION / DETAIL I I A5 I I 12 +5F— I - ALIGN FASCIA As BUILDING SECTION N= BOARDS -Ho 71 WINDOW ......................... ......................................... .................... I ELEMENTS ABOVE -- - - - — — — — — I I I 1 I ... ... . .... ........ ... �a"vGIRDER /i - HEA DER ABOVE E 4.V I TYP CAL ROOF CONSTRUCTION:II O CO S UCTION: w • LIFETIME ARCHITECTURALP A I ASPHALT LT SHINGLES S G S - w .. ---.� :�.�.�.�.'....2....2.0. ERLAY:RAk=FERS:-:-:�:-:�:�:�:�:�:':':�:�:':':':':-: ':�:-:�:-�-:-:-:-:-:-:':�:::'::2x:12:OVER}AY-RAFTERS::':-:-:-:�:�:-:�:. :::::::.::. Cj (COLOR:DETERMINED BY OWNER) I 16".O.G:- 16 < I ® POST DOWN s(v s"Iv MASTER @ ............... :..'.:..:.:. ::.:.:@:..:��'::.•.: :�:':':.....':':':-:- o —�— LAUNDRY — �' — 15#ROOF FELT&ICE AND WEATHER SHIELD w I _ o I „ BATH _ BATHROOM 6 :::: : :': ::..:::=::::':'::. :::::':':':':':'::.. :'::::':':':'::':':':': :=' 1/2 CDX PLYWOOD SHEATHING "' x 6 INTERCONNECTED COMBINATION -f I ROOM I T `— —_ GABLE ?f:;-.:::':':........::.. ::':::':.:.:.:..:..:.: :..:'Q. .'::::.::::::::....'.':::.:... :.. :..::..'.......:.:. . r KITCHEN _ — RAFTERS AS NOTED . 5 .. :.':.....:........ :.-.':::.:..::. -:.:p- -:.:-: :':':':':':':'::':::::::::'::::::.:: : pG I N GABLE f<X\SD SMOKE AND CARBONMONOXIDE O.H. .c-::.:.::.:::.::.:::::::::::::'.::::.:::.:::::... -1 I O.H. Y_v C ` D ul.....':....... :.:.. ::...........:..:..�. ' CO DETECTORS AS PER R314 OF THE �/a•v II/a"v 2j v I ,I 2"v 2"Iv va•Iv va"v I .:'::....'...................:..........':......... .. ......... ..........::::::'..............:.::.'.::::.yr:. CO I IRCONYS AND 915 OF THE IFCONYS 11/a v I w �...:............... w ci o. .. ::::....' '.: P ...............:.:... ... ::-: ::�. ..................... ::.. . I WASHER I Q :............. . . N: ....;..... :. :.':.':.'.'..:.. LL KIT SINK I o ;✓ ....'.-. .:.':.'.':...:..:...':..�.........::....: : _.....0.... Q o R. '� w I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR c................................. .... TUB W/DW I N O ' CN ........... ::.'.'..'.':.'.'.':.':::::'.`�:. O MAINTAINING JOB SITE SAFETY DURING THIS PHASE = I ...c�. ::.::.::.:.'. ::: 2-2x 12 RIDGE BEA I OF WORK&SHALL COMPLY WITH ALL APPLICABLE FIRST FIRST z X x FLOOR SFiV11R FLOOR -,IN_ N 1 1f4"W 4"W 4" 1 1/4" O I N FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING va w O cn ,,�, I I BUT NOT LIMITED TO BUILDING CODES, OSHA Coll 2"W r 2"W co fn W c� I I I REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS CO �4"S q"S CO CO q•S 4"S CO MATERIAL REMOVAL&DISPOSAL. •-- -- --- ------ - - •;- - -- ZD w '� — 'f" ALIGN RIDGES ALIGN RIDGES I I THE CONTRACTOR SHALL INDEMNIFY&HOLD co a"s a"s _. N ......... :..'..'... ... I I HARMLESS THE OWNER THE ARCHITECT AND ........................................ "" ' 2-1 x 16 LVL RIDGE BEAM 2-1 x 16 LV RIDGE BEAM TO APPROVED ... -: a a L E N F- I THEIR AGENTS&EMPLOYEES FROM AND AGAINST CO L...'....:.:..:.:..':.'::.':.'. I LL SEPTIC SYSTEM L'::::.w :._:::..'------- --------' :- ....:': :'::':::':: ::::':':.:.:, i o ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES :.::':::::::..:'::. :.:.:.:.:.:.:.:.:.:.:.: :'::::':'::':::::::::::::::::::::::::.:::::::::':-' of I `° 0 I ARISING OUT OF OR RESULTING FROM ANY OF THE u I w w I I ITEMS LISTED ABOVE. cRAwL CRAWL I.............:......... ..:..:::::::::: I•I F- - x SPACE SPACE .... I w w I I-...'...'......'...'.'.'.'.'.'.'.'.'......... ............ .�. N . ............. '' I 9 Q .........• .•... cD I I THE CONTRACTOR SHALL VERIFY ALL FIELD ':'......'::::':'....'::':':.'::.'.'.x .. ::::: :.::::: ::: ............ .. 0 3..'...'...::::::�: o PLUMBING RISER DIAGRAM = == ' - o NAILER AT ROOF-BEND;- I ' " ::. '.f . I I CONDITIONS AND NOTIFY THE ARCHITECT OF ANY �; I I � N . . .......... ...:.::.::.:.:.:: N I I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE NO SCALE m I CO :::::::::::: : :::::::<S;. —: "" THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 2-14"x 16"LVL RIDGE BEAM o ps �< w n <� .......... ... AGENCY FOR ANY ERRORS&OMISSIONS ON x .� :::::':::-: . :::::':' :I N . ry .. SIN THESE DOCUMENTS. ........................ :':':: : :I ~ _ .... .10*MAILER .T:ROOF:BEND::':': � I 6" +I O THE CONTRACTOR IS SOLEY RESPONSIBLE FOR GABLE w n ME THODS&MEAN S OF CONSTRU CTION.UCTION TH-- 2x 10 2x 10 RAFTERS -�� E O.H. ARCHITECT ..............'.'.'.'....:. :..'.'.'.'.'...'...'. .'.'..'.. :: 16"O.C. IS NOT RESPONSIBLE FOR FIELD T N P1 V cn - - --- @ @ 16 O.C. ...-•-I EC 10 303 ENT TERMINALS S I AL P S SU ERVISI N n I w O N. 6 I- c,..:::....'::.. .:'.'...'. ..':.'.'.'.'.'...'..'.'.'.'...'. .'.'.'. ... :.'.'.'.'.'.'.'.'.'. ..'.'.'.'..'...'......:::.'::.......... .'.'.'.' ... ... GABLE L ................:: :':':'.'.':..:. ::: ::::::: P3103.1 ROOF EXTENSION. O.H. I `° :- :::.::::: .: ,: :.............:::::::::::.:::::::::.::::::. :::::::::::::::::.:::::.: .:::::.::::.:::::::::.::::::.::::::::::::::: ... ...::::::.::::::..'.::::::.::::::::.:::::::.: ::::.:::::.'.:'::.:.::::::: ::..:.::::::::::'.':::::::.:':.::::.:.:::::::: OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT I o o- N U �............ ...:.. �. ....'... ..- :.:'' :::.:::.... Q x ;�P.: :':'::':'::::: ::'". .'. :':: :::':: ::':::::::::: : ..'.'...':::':c�. ...... .... . . ........ > a I RED AR LESS THAN 6 INCHES (152 MM)ABOVE THE ROOF OR 6 INCHES (152 MM)ABOVE I w •(� C,y 1 N �.'.-.-.'.':.'.'.'.'.':..'...'.'.'....'. M.........W � m ......... THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER.WHERE A .........+r.........w :.:. �, 12 w �R :::::':: :.'.... .:':':':':':':':':':':':':::::'::. : ..':.::..'.. 12 ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR d O - - --- — ::� :::::.::::.:::::::::::'................ : Q SUNBATHING DECK OR FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL — �+ — —� — ::;:; - 2 t� I ;��� TERMINATE NOT LESS THAN 7 FEET(2134 MM)ABOVE THE ROOF. Q N 1;- ;: I 12 w 12 _ o J I A. P3103.2 FROST CLOSURE. 104 9 o ' 7 9 = [.;.:.:.: Nk I WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0°F _ p x o O I. I T 9743- 0 (A 8°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT CO *' 2x 6 2x 6 o I:_• 1'-0" • OF �j��Ny F_ RAFTERS o RAFTERS LESS THAN 3 INCHES (76 MM) IN DIAMETER. ANY INCREASE IN THE SIZE OF THE ALIGN FASCIA x ti N - J O.H. VENT SHALL BE MADE NOT LESS THAN 1 FOOT 304.8 MM INSIDE THE THERMAL BOARDS @ 16 O.C. N 16O.C. I o m i ( ) F � N F _1 F-1 :- moo I ENVELOPE OF THE BUILDING. L J L J L -T Proposed Addition to the: O.H -- - - -�L - - O.H.o Foote Residence TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES 1 V-52"GABLE WIDTH 12 12 o = #4630 Nassau Point Road TRAP SIZE 2x 6 RAFTERS O PLUMBING FIXTURE MINIMUM 12 � 12 @ 16"O.C. Cutchogue, NY (INCHES) Town of Southold BATHTUB(WITH OR WITHOUT PROPOSED ROOF PLAN :.;: HATCHED AREA INICATES AREA OF County of Suffolk SHOWER HEAD AND/OR 12 ONE ROOF BUILT OVER ANOTHER WHIRLPOOL ATTACHMENTS) SCALE: 1/4°=1�-0" . . . . LOWER ROOF TO BE BUILT FIRST SCTM #: 1000 - 111 - 8 - 10 BIDET 14 CLOTHES WASHER STANDPIPE 2 Issued: Approval DISHWASHER(ON SEPARATE TRAP) 12 R905.2.6 ATTACHMENT.ASPHALT SHINGLES R905.1.2 ICE BARRIERS. Roof Plan (X. Building HAVE THE MINIMUM NUMBER OF IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FLOOR DRAIN 2 FASTENERS REQUIRED BY THE FORMING ALONG THE EAVES CAUSING A BACKUP OF MANUFACTURER'S APPROVED INSTALLATION WATER AS DESIGNATED IN TABLE R301.2(1),AN ICE Section KITCHEN SINK(ONE OR TWO TRAPS, INSTRUCTIONS, BUT NOT LESS THAN FOUR BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, 1 FASTENERS PER STRIP SHINGLE OR TWO METAL ROOF SHINGLES,MINERAL-SURFACED ROLL WITH OR WITHOUT DISHWASHER AND 12 FOOD WASTE DISPOSER) FASTENERS PER INDIVIDUAL SHINGLE.WHERE ROOFING, SLATE AND SLATE-TYPE SHINGLES,WOOD Keri Kazel Architecture THE ROOF SLOPE EXCEEDS 21 UNITS SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL LAUNDRY TUB(ONE OR MORE VERTICAL IN 12 UNITS HORIZONTAL (21:12, CONSIST OF NOT FEWER THAN TWO LAYERS OF 2 Windemere Court COMPARTMENTS) 12 175-PERCENT SLOPE),SHINGLES SHALL BE UNDERLAYMENT CEMENTED TOGETHER, OR A P.O. Box 169 INSTALLED IN ACCORDANCE WITH THE SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET S eonk NY 11972 LAVATORY 14 MANUFACTURER'S APPROVED INSTALLATION SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT p INSTRUCTIONS. AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF Phone: 631-874-2925 SHOWER(BASED ON THE TOTAL FLOW SURFACES TO A POINT NOT LESS THAN 24 INCHES(610 Fax: 631-874-7377 '�• RATE THROUGH SHOWERHEADS AND MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. keri@kazelarchitects.com BODYSPRAYS) WHERE EXISTING ROOF RAFTERS ARE REMOVED. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 FLOW RATE: IT IS THE RESPONSIBILITY OF THE CONTACTOR UNITS VERTICAL IN 12 UNITS HORIZONTAL,THE ICE 5.7 GPM AND LESS 12 TO PROVIDE ADEQUATE WATERPROOFING FOR THE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 Date: July 11, 2022 MORE THAN 5.7 GPM UP TO 12.3 GPM 2 DURATION OF THE EXPOSED STRUCTURE TO PREVENT INCHES(914 MM)MEASURED ALONG THE ROOF SLOPE MORE THAN 12.3 GPM UP TO 25.8 GPM 3 ANY DAMAGE TO THE EXISTING HOUSE.ANY DAMAGE FROM THE EAVE EDGE OF THE BUILDING. Date: June 17, 2022 MORE THAN 25.8 GPM UP TO 55.6 GPM 4 THAT MAY OCCUR SHALL BE REPAIRED AT NO EXCEPTION: DETACHED ACCESSORY STRUCTURES ADDITIONAL COST TO THE HOMEOWNER. NOT CONTAINING CONDITIONED FLOOR AREA. Scale: As noted A6 Project No. NOTES: SYMBOL LEGEND 5/4x 8"AZEK"RAKE BOARDS o _ TYPICAL ROOF CONSTRUCTION: III=1I I-III-1 EARTH WITH 1x 4n AZEKn TRIM OVER N _ LIFETIME ARCHITECTURAL ASPHALT SHINGLES I - _ (COLOR: DETERMINED BY OWNER) y `= -`` POURED CONCRETE ":i G'l- - 15#ROOF FELT&ICE AND WEATHER SHIELD „ 1/2"CDX PLYWOOD SHEATHING ORS CMU BLOCK 5/4x 3"AZEK"TRIM WITH DRIP CAP ABOVE RAFTERS AS NOTED EXISTING STUD WALL 5/4x 10"AZEK"FRIEZE BOARDS TO REMAIN 6"BLIND FLASHING AT ROOF AND 5/4x 4"AZEK"FASCIA BOARDS -- GABLE WALL INTERSECTION (TYP) - EXISTING STUD WALL WITH"AZEK"EXPOSED RAFTER TAILS - - STANDING SEAM METAL ROOFING TO BE REMOVED FFTFF 5/4x 4"AZEK"FASCIA BOARDS �---') NEW 2x 4 OR 6 STUD WALL 16" O.C. _ - WITH"AZEK"EXPOSED RAFTER Gay TAILS _ _ T.O. NEW 2x JOISTS T.O. NEW 1ST FLR PLATE �w JOISTS ABOVE = 1ST FLR PLATE w 6x 6 P.T.POSTS WRAPPED WITH 0 x 8n AZEKn TRIM ALL 4 _ - SIDES. ________ ____ F_____-______-___- ____- _=_ 5/4x 10 AZEK FRIEZE BOARDS 5 ►= -- - -=- -- = H -- _ = SECTION / DETAIL _ _________' k= ___ _ ______ FEEHE�A D - n n 2 A5 ---- -- 5/4x 6 AZEK WINDOW TRIM w �.. __ =- _ _ = - 1 - - - O w SCREEN PANELS IN _- FEFTF WITH SILL AND APRON TYP WHITE ALUM. FRAMES = __=_== ______________ _____________ S 1 g __ _  _=_ _ �___ _ __--_ _ ___________-`` - a A5 BUILDING SECTION -:_- N 2x 4 P.T. MID RAIL WRAPPED ___ _ ____ __ ____ ____ ______ _� _ o) WITH x 6 AZEK"TRIM ALL w SIDES,TOP @ 36"A.F.F. :_ =_ __ :_:_:._ :_:_:.:_:_: _,_.__: o w -�I-=-�r WINDOW TYP. NEW EXTERIOR w z_ = _ 2-2x 4 P.T. OST WRAPPED = .T. s _ _ _: = WALL CONST.: - ---_------- - w ______________ WITH 4x 6 AZEK"TRIM ALL l=_=---:= -- _-__r=-===__ [:--_ =--1 ____ _ __________ -CLEAR WESTERN RED CEDAR — — — —— SIDES. — — — — — ELEMENTS ABOVE T.O.EXISTING _ _ E =_( - SHAKES PERFECTION EDGE_ _ T.O. EXISTING FIRST FLOOR - _=====' =--- =_ ==- - AND WOVEN CORNERS FIRST FLOOR -VENTILATED UNDERLAYMENT - GIRDER / HEADER ABOVE -TYVEK HOUSE WRAP OR EQUAL 16"SHEATHING 1x 12"AZEK"TRIM WITH 4"(R-30)CLOSED CELL INSULATION ® POST DOWN -2x 6 STUDS @ 16"O.C. 5/4 x 3"AZEK"TRIM OVER A"GYPSUM WALL BOARD INTERCONNECTED COMBINATION PROPOSED FRONT ELEVATION WITH DRIP CAP LSD SMOKE AND CARBONMONOXIDE FLAIR FIRST TWO COURSES CO DETECTORS AS PER R314 OF THE SCALE: 1/4"=1'-0" OF SHINGLES (TYPICAL) IRCONYS AND 915 OF THE IFCONYS CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES,OSHA REGULATIONS. LIFE SAFETY CODES, & HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE 5/4x 8"AZEK"RAKE BOARDS ITEMS LISTED ABOVE. WITH 1x 4"AZEK"TRIM OVER THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 5/4x 3"AZEK"TRIM WITH DRIP CAP ABOVE CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 5/4x 10"AZEK"FRIEZE BOARDS THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 5/4x 4"AZEK"FASCIA BOARDS AGENCY FOR ANY"ERRORS&OMISSIONS"ON WITH"AZEK" EXPOSED RAFTER THESE DOCUMENTS. TAILS -- - THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 00 "METHODS&MEANS"OF CONSTRUCTION. THE SUPERVISION. �000 ,(rRED ARC 1 T.O. NEW T.O. NEW 1ST FLR PLATE U 5/4x 10"AZEK"FRIEZE BOARDS 36"HIGH RAILING _ R312 GUARDRAILS: PORCHES � �F N�� w m m O OE OE O OF FF 5/4x 6"AZEK"WINDOW TRIM BALCONIES AND STAIR w g - A i i I i i mi _ _ WITH SILL AND APRON (TYP) LANDINGS 30"ABOVE FLOOR g OR GRADE TO BE INSTALLED a _ I i -FTI I I 1 11 11 1 1 1 H _ o� BALUSTERS NOT TO ALLOW a, PASSAGE OF A SPHERE 4"OR Proposed Addition to the: Z - - MORE IN DIAMETER. Z • Foote Residence T.O. EXISTING_ _ _ _ _ T.O. EXISTING #4630 Nassau Point Road FIRST FLOOR FIRST FLOOR Cutchogue, NY Town of Southold County of Suffolk PROPOSED RIGHT SIDE ELEVATION SCTM #: 1000 - 111 - 8 - 10Issued: Approval SCALE: 1/4"=V-0" pp Building Elevations Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Top mrR_ Phone: 631-874-2925 Fax: 631-874-7377 y keri@kazelarchitects.com Date: July 11, 2022 Date: June 17, 2022 Scale: As noted A7 Project No. NOTES: SYMBOL LEGEND TYPICAL ROOF CONSTRUCTION: -III—I I l== I[ 1 LIFETIME ARCHITECTURAL ASPHALT SHINGLES - =I I=�I-1 I I_ EARTH (COLOR:DETERMINED BY OWNER) POURED CONCRETE 1 SO ROOF FELT&ICE AND WEATHER SHIELD 15"CDX PLYWOOD SHEATHING - ''`'" - ;=:f; : �• - OR 8" CMU BLOCK RAFTERS AS NOTED EXISTING STUD WALL �7_=Vph- TO REMAIN N EXISTING STUD WALL --------� TO BE REMOVED _ - NEW 2x4OR2x6 _ - STUD WALL @ 16" O.C. _ T.O. NEW _ _ _ _ _ T.O.NEW 2x JOISTS R PLA 1 St FLTE 1ST FLR PLATE � JOISTS ABOVE TYP. NEW EXTERIOR @ ��I WALL CONST..- ___-=_________ __-=-___-_ ____:-___ SECTI N = CLEAR WESTERN RED CEDAR �o I = A5 O DETAIL SHAKES WITH PERFECTION EDGE O H H H ® H G __________1 ________ AND WOVEN CORNERS _ I ~ CL g A5 BUILDING SECTION a -VENTILATED UNDERLAYMENT = _ _ _ S-� - -TYVEK HOUSE WRAP OR EQUAL - -- - - �s SHEATHING = w -4 (R-30)CLOSED CELL INSULATION o - - WINDOW w JL z Ax 6 STUDS @ 16"O.C. tiL z -�"GYPSUM WALL BOARD _ _ — — — — ELEMENTS ABOVE _ _ T.O. EXISTING T.O.EXISTING - FIRST FLOOR FIRST FLOOR — GIRDER / HEADER ABOVE IFZA Roml 1 W6! I Imm''i WROWN, a ® POST DOWN INTERCONNECTED COMBINATION <X LSD SMOKE AND CARBONMONOXIDE PROPOSED REAR ELEVATION "--''CO DETECTORS ASPER R314 OF THE SCALE: 1/4"=V-0" IRCONYS AND 915 OF THE IFCONYS CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL&DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REUD. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. 5/4x 8"AZEK"RAKE BOARDS THE CONTRACTOR IS SOLEY RESPONSIBLE FOR WITH 1x 4"AZEK"TRIM OVER "METHODS&MEANS"OF CONSTRUCTION. THE ---.---- - ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. 5/4x 3"AZEK"TRIM WITH DRIP CAP ABOVE 5/4x 10"AZEK"FRIEZE BOARDS 5/4x 4"AZEK"FASCIA BOARDS WITH"AZEK"EXPOSED RAFTER -- —_--- -- - --- TAILS T.O. NEW _ T.O. NEW !, 1 ST FLR PLATE — — — — ---- — U - LH •J C G M' mum !ill :_._. INS too 111111111 - o� _............. Proposed Addition to the: loll Foote Residence I.J T.O. EXISTING - = T.O. EXISTING _ - - - #4630 Nassau Point Road FIRST FLOOR - ---- - -- - - - - - - ="-- - -- _--- --- FIRST FLOOR Cutchogue, NY ---------------------- Town of Southold County of Suffolk SCTM #: 1000 - Ill - 8 - 10 PROPOSED LEFT SIDE ELEVATION Issued: Approval SCALE: 1/4"=V-0" Building Elevations Keri Kazel, Architecture 2 Windemere Court P.O. Box 169 Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Date: July 11, 2022 Date: June 17, 2022 Scale: As noted A8 Project No. FASTE14ING SCHEDULE- TABLE R602.3(1)-ABBR. TABLE R802.11- ABBREVIATED TABLE R802.5.2 NOTES: NUMBER AND TYPE RAFTER OR TRUSS UPLIFT CONNECTION FORCES RAFTER / CEILING JOIST WALL BRACING: BUILDINGS SHALL BE BRACED IN ITEM DESCRIPTION OF BUILDING ELEMENTS I OF FASTENERS a,b,c SPACING AND LOCATION FROM WIND(POUNDS PER CONNECTION)a,b,c,d,e,f,g,h CEILING JOISTS HEEL JOINT CONNECTIONS a,b,c,d,e,f,h ACCORDANCE WITH IRC SECTION R602.10,OR WHEN APPLICABLE, SECTION R602.12.OR SECTION R602.10.4.2 ROOF FRAMING EXPOSURE C RAFTERS RAFTER RAFTER GROUND SNOW LOAD:20 PSF CONTINUOUS SHEATHING METHODS.SEE BRACED WALL 1 BLOCKING BETWEEN CEILING JOISTS 4-8d BOX(2-1/2")OR EACH RAFTER,TOE NAIL (MPH)Vult ULTIMTE DESIGN WIND SPEED SLOPE SPACING CALCULATIONS AND DIAGRAMS ATTACHED TO THIS SET OF AN OR RAFTERS TO TOP PLATE 3-8d COMMON RAFTER ROOF 140(MPH) 12'-0"TO 28'-0"ROOF SPAN DOUBLE TOP PLATE 12FT I R000F S28FT I 36FT DRAWINGS. OR TRUSS, SPAN ROOF PITCH NUMBER OF COMMON NAILS A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO 2 CEILING JOISTS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH JOIST,TOE NAIL SPACING (FEET) 3:12 16"O.C. 5 8 10 13 TRANSMIT THE APPLICABLE UPLIFT FORCES IN 3-8d COMMON ) <5:12 Z5:12 4:12 16"O.C. 4 6 8 10 SECTION R802.11.1 FROM THE ROOF ASSEMBLY TO THE 12 263 247 5:12 16"O.C. 3 5 6 8 3 CEILING JOISTS NOT ATTACHED TO 4-10d BOX(3")OR FACE NAIL 18 342 322 7:12 16"O.C. 3 4 5 6 FOUNDATION. SYMBOL LEG EN D PARALLEL RAFTER, LAPS OVER PARTITION 3-16d COMMON(32") 24 422 396 (SEE SECTION R802.5.2 AND TABLE R802.5.2) 4-3"x 0.131"NAILS 16"O.C. 28 476 446 9:12 16"O.C. 3 4 4 5 32 529 496 24"MAX. 24"MAX. 12:12 16"O.C. 3 3 4 4 R802.11.1 UPLIFT RESISTANCE. 4 CEILING JOISTS ATTACHED TO TABLE R802.5.1(9) FACE NAIL 36 583 547 O.H. O.H. a.40d box nails shall be permitted to be substituted for 16d common ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN -I I Hi 11=I I ILI=1 EARTH PARALLEL RAFTER-HEEL JOINT 42 664 622 WALL STUD nails. ACCORDANCE WITH SECTIONS R802.11.1.1 AND R802.11.1.2. =III=III=I I I 48 745 697 (SEE SECTION R802.5.2 AND TABLE R802.5.2) WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDSUSE SIMPSON H2A SEISMIC&HURRICANE b.Nailing requirements shall be permitted to be reduced 25 percent if 90.8 KG , RAFTERS AND TRUSSES SPACED NOT MORE THAN ^`> =y`' -:="' ( ) :.s,,:....:Y... POURED CONCRETE FACE NAIL TO EACH RAFTER a.The u lift connection forces are based on a maximum 33-foot mean TIES AT EACH RAFTER TO STUD CONNECTION nails are clinched. t t�4'y 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE =. `' 5 COLLAR TIES OR 14"x 20 GA. RIDGE STRAPS 4-10d BOX(3")OR P' " "' ':ls_ ;' " 18 GAGE-(12)8dx12 NAILS IN EACH TIE. ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN , .•; OR 8 CMU BLOCK 3-10d COMMON (3") roof height and Wind Exposure Category B or C.For Exposure D,the c.Heel joint connections are not required where the ridge is supported by UPLIFT: DOUG FIR=575,HEM FIR=495 EXISTING STUD WALL uplift connection force shall be selected from the Exposure C portion of ) aload-bearing wall,header or ridge beam. ACCORDANCE WITH TABLE R602.3(1). 3-10d COMMON 2 TOE NAILS ON ONE SIDE& the table using the next highest tabulated ultimate design wind speed. WHERE THE BASIC WIND SPEED DOES NOT EXCEED 115 MPH, The adjustment coefficients in Table R301.2(3)shall not be used to d.Where intermediate support of the rafter is provided b vertical struts or THE WIND EXPOSURE CATEGORY IS B,THE ROOF PITCH IS TO REMAIN 6 RAFTERS TO TOP PLATE OR 4-10d BOX 1 TOE NAIL ON OPPOSITE SIDE PP P Y OF EACH RAFTER OR TRUSS multiply the tabulated forces for Exposures C and D or for other mean purlins to a load-bearing wall,the tabulated heel joint connection 5:12 OR GREATER,AND THE ROOF SPAN IS 32 FEET(9754 MM) roof heights. requirements shall be permitted to be reduced proportionally to the EXISTING STUD WALL 4-16d OR RAFTERS OR LESS, RAFTERS AND TRUSSES SPACED NOT MORE THAN C - - _ :A 7 ROOF RAFTERS TO 3-10d COMMON TOE NAIL b.The uplift connection forces include an allowance for roof and ceiling reduction in span. 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE TO BE REMOVED RIDGE,VALLEY OR HIP assembly dead load of 15 psf. DOUBLE TOP e.Equivalent nailing patterns are required for ceiling joist to ceiling joist ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN 3-16d BOX OR PLATE lap splices. ACCORDANCE WITH TABLE R602.3(1). NEW 2X 4 OR 2X 6 2-16d COMMON END NAIL c.The tabulated uplift connection forces are limited to a maximum roof STUD WALL @ 16" O.C. overhang of 24 inches. 28'-0"TO 48'-0"ROOF SPAN f.Where rafter ties are substituted for ceiling joists,the heel joint R802.1 1.1.1 TRUSS UPLIFT RESISTANCE. WALL FRAMING connection requirement shall be taken as the tabulated heel joint JOISTS d.The tabulated uplift connection forces shall be permitted to be connection requirement for two-thirds of the actual rafter slope. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL 16' JOISTS ABOVE 8 STUD TO STUD(NOT AT BRACED WALL PANELS 16d COMMON (3-1/2"x0.162") 24"O.C. FACE NAIL multiplied by 0.75 for connections not located within 8 feet of building ; ' ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING @ comers. ';t g.Applies to roof live load of 20 psf or less. UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN DRAWINGS FOR THE ULTIMATE DESIGN WIND SPEED AS 5 SECTION / DETAIL STUD TO STUD AND ABUTTING STUDS AT 16d BOX(3-1/2"x0.162") 16"O.C. FACE NAIL e.For buildings with hip roofs with 5:12 and greater pitch,the tabulated; h.Tabulated heel joint connection requirements assume that ceiling joists DETERMINED BY FIGURE R301.2(4)A AND LISTED IN TABLE A5 9 INTERSECTING WALL CORNERS(AT BRACED uplift connection forces shall be permitted to be multiplied by 0.70.This 6 or rafter ties are located at the bottom of the attic space.Where ceiling R301.2(1)OR AS SHOWN ON THE CONSTRUCTION WALL PANELS) reduction shall not be combined with any other reduction in tabulated joists or rafter ties are located higher in the attic,heel joint connection DOCUMENTS. UPLIFT FORCES SHALL BE PERMITTED TO BE S-1 forces. 24"MAX. 24"MAX. requiremer is shall be increased by t Connection DETERMINED AS SPECIFIED BY TABLE R802.11, IF APPLICABLE,the following factors: BUILDING SECTION A5 10 BUILT UP HEADER 16d COMMON (3-1/2"x0.162") 16"O.C. FACE NAIL ALONG EDGES f.For wall-to-wall and wall-to-foundation connections,the uplift connection O.H. HC/HR Heel Join O.H. WALL STUD Jo actor OR AS DETERMINED BY ACCEPTED ENGINEERING PRACTICE. „ force shall be permitted to be reduced by 60 plf for each full wall above. 1/3 1 .9 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2 x0.113 )OR TOE NAIL 1/4 1.33 WINDOW 4-8d COMMON USE SIMPSON H10S SEISMIC&HURRICANE 1/5 1.25 R802.11.1.2 RAFTER UPLIFT RESISTANCE. g.Linear interpolation between tabulated roof spans and wind speeds TIES AT EACH RAFTER TO STUD CONNECTION 1/6 1.20 INDIVIDUAL RAFTERS SHALL BE ATTACHED TO SUPPORTING shall be permitted. 1/10 or less 1.11 WALL ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x0.162") 16"O.C. FACE NAIL 18 GAGE-(24)8dx12"NAILS IN EACH TIE. ELEMENTS ABOVE h.The tabulated forces for a 12-inch on-center spacing shall be permitted (UPLIFT: DOUG FIR= 1,010,HEM FIR=870) UPLIFT FORCES AS DETERMINED BY TABLE R802.11 OR AS - - - -- 13 DOUBLE TOP PLATE SPLICE 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END JOIST(MIN to be used to determine the uplift load in pounds per linear foot. Where: DETERMINED BY ACCEPTED ENGINEERING PRACTICE. 12-16d BOX 24"LAP SPLICE LENGTH EA.SIDE OF END JOINT) HC=Height of ceiling joists or rafter ties measured vertically above the CONNECTIONS FOR BEAMS USED IN A ROOF SYSTEM SHALL top of the rafter support walls. BE DESIGNED IN ACCORDANCE WITH ACCEPTED - GIRDER / HEADER ABOVE 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND 16d COMMON (3-1/2")OR 16"O.C.FACE NAIL HR=Height of roof ridge measured vertically above the top of the rafter ENGINEERING PRACTICE. JOIST OR BLOCKING(AT BRACED WALL PANELS) 16d BOX(3-1/2") 12"O.C. FACE NAIL � POST DOWN 15 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL 2-16d COMMON R403.1.6 FOUNDATION ANCHORAGE. R403.1.6.1 FOUNDATION ANCHORAGE IN R602.10.8 BRACED WALL PANEL CONNECTIONS. CONTINUOUS RIM r<X LSD INTERCONNECTED COMBINATION SMOKE AND CARBONMONOXIDE 16 TOP PLATES, LAPS AT CORNERS 3-16d BOX FACE NAIL WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY SEISMIC DESIGN CATEGORIES C, D0, D1 AND D2. BRACED WALL PANELS SHALL BE CONNECTED TO FLOOR FRAMING OR OR BAND JOIST FULL HEIGHT BLOCKING CONTINUOUS \1CO DETECTORS AS PER R313 OF IRCONY AND INTERSECTIONS 2-16d COMMON ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO IN ADDITION TO THE REQUIREMENTS OF SECTION R403.1.6, FOUNDATIONS AS FOLLOWS: ALONG LENGTH OF BRACED WALL PANEL THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD 17 1"BRACE TO EACH STUD AND PLATE 3-16d BOX FACE NAIL LIGHT-FRAME STRUCTURES IN SEISMIC DESIGN CATEGORIES 1.WHERE JOISTS ARE PERPENDICULAR TO A BRACED WALL PANEL PERPENDICULAR FRAMING r CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 2-16d COMMON COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DO, D1 AND D2 AND WOOD LIGHT-FRAME TOWNHOUSES IN ABOVE OR BELOW,A RIM JOIST, BAND JOIST OR BLOCKING SHALL MAINTAINING JOB SITE SAFETY DURING THIS PHASE DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL SEISMIC DESIGN CATEGORY C. BE PROVIDED ALONG THE ENTIRE LENGTH OF THE BRACED WALL PANEL OF WORK&SHALL COMPLY WITH ALL APPLICABLE FLOOR FRAMING PLATES IN ACCORDANCE WITH SECTION R505.3.1 OR R603.3.1 IN ACCORDANCE WITH FIGURE R602.10.8(1). FASTENING 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING AS APPLICABLE.WOOD SILL PLATES SUPPORTING 1.PLATE WASHERS CONFORMING TO SECTION R602.11.1 OF TOP AND BOTTOM WALL PLATES TO FRAMING, RIM JOIST,BAND JOIST BRACED WALL PANEL BRACED WALL PANEL BUT NOT LIMITED TO BUILDING CODES, OSHA 21 JOIST TO SILL,TOP PLATE OR GIRDER-PER JOIST 4-8d BOX, 3-8d COMMON PER JOIST-TOE NAIL COLD-FRAMED STEEL FRAMING SHALL BE ANCHORED TO THE SHALL BE PROVIDED FOR ALL ANCHOR BOLTS OVER AND/OR BLOCKING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1). REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FULL LENGTH OF REQUIRED BRACED WALL LINES BRACED WALL PANEL BRACED WALL PANEL MATERIAL REMOVAL&DISPOSAL. 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR 8d COMMON, 10d BOX 6"O.C.TOE NAIL EXCEPT WHERE APPROVED ANCHOR STRAPS ARE 2.WHERE JOISTS ARE PARALLEL TO A BRACED WALL PANEL ABOVE OR TOP PLATE(ROOF APPLICATIONS ALSO) WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON USED. PROPERLY SIZED CUT WASHERS SHALL BE BELOW,A RIM JOIST, END JOIST OR OTHER PARALLEL FRAMING THE CONTRACTOR SHALL INDEMNIFY&HOLD MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT MEMBER SHALL BE PROVIDED DIRECTLY ABOVE AND BELOW THE " HARMLESS THE OWNER,THE ARCHITECT,AND 23 BLOCKING TO JOIST 2-10d BOX,2-8d COMMON EACH END PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND BRACED WALL PANEL IN ACCORDANCE WITH FIGURE R602.10.8(2). 3-16d @ 16 O.C.ALONG 3-16d @ 16 O.C.ALONG CONTAINING BRACED WALL PANELS. BRACED WALL PANEL BRACED WALL PANEL THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX,3-16d COMMON TOE NAIL FOUNDATION WITH MINIMUM 1/2-INCHDIAMETER 2. INTERIOR BRACED WALL PLATES SHALL HAVE ABOVE AND BELOW THE PANEL, FULL DEPTH BLOCKING AT 16-INCH (406 ARISING OUT OF OR RESULTING FROM ANY OF THE (12.7 MM)ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET MM)SPACING SHALL BE PROVIDED BETWEEN THE PARALLEL FRAMING r!!!OR CULAR FRAMING ITEMS LISTED ABOVE. 25 2"PLANKS(PLANK AND BEAM FLOOR AND ROOF) 3-16d COMMON,4-10d BOX AT EACH BEARING-FACE NAIL (1829 MM)ON CENTER OR APPROVED ANCHORS OR (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES MEMBERS TO EACH SIDE OF THE BRACED WALL PANEL IN ACCORDANCE CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE WITH FIGURE R602.10.8(2). FASTENING OF BLOCKING AND WALL PLATES (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN BAND JOIST ALONG LENGTH OF BRACED WALL PANEL THE CONTRACTOR SHALL VERIFY ALL FIELD 26 BAND OR RIM JOIST TO JOIST 4-10d BOX, 3' 16d COMMON PER JOIST EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER(12.7 MM) SUPPORTED ON A CONTINUOUS FOUNDATION. SHALL BE IN ACCORDANCE WITH TABLE R602.3(1)AND FIGURE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 7 R602.10.8(2). FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE 27 BUILT UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP AND BOTTOM INCHES(178 MM)INTO CONCRETE OR GROUTED CELLS OF 3. INTERIOR BEARING WALL SOLE PLATES SHALL HAVE WHEN PERPENDICULAR TO FLOOR / CEILING FRAMING RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. STAGGERED ON OPPOSITE SIDES CONCRETE MASONRY UNITS.THE BOLTS SHALL BE LOCATED ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET 3.CONNECTIONS OF BRACED WALL PANELS TO CONCRETE OR MASONRY IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE.A NUT (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES SHALL BE IN ACCORDANCE WITH SECTION R403.1.6. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 28 LEDGER STRIP SUPPORTING 4-16d BOX,3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN AGENCY FOR ANY"ERRORS&OMISSIONS"ON JOISTS OR RAFTERS THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SUPPORTED ON A CONTINUOUS FOUNDATION. CONTINUOUS RIM CONTINUOUS RIM FULL HEIGHT BLOCKING THESE DOCUMENTS. SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 OR BAND JOIST OR BAND JOIST @ 16"O.C.ALONG 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX EACH END,TOE NAIL INCHES(305 MM)OR LESS THAN SEVEN BOLT DIAMETERS 4.THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4 BRACED WALL PANEL THE CONTRACTOR IS SOLEY RESPONSIBLE FOR FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING FEET(1219 MM)FOR BUILDINGS OVER TWO STORIES IN SUBFLHEIGHT.OOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THATTOE NAIL 3-8d NAILS "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD ARE NOT PART OF A BRACED WALL PANEL SHALL BE 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG AT EACH BLOCKING SUPERVISION. BUILDING ELEMENTS OF FASTENERS PANEL EDGES INTERMEDIATE END WALL FRAMING 5.STEPPED CRIPPLE WALLS SHALL CONFORM TO DESCRIPTION NUMBER AND TYPE SPACING OF FASTENERS ROOF SHEATHING GABLE POSITIVELY ANCHORED WITH APPROVED FASTENERS.SILL BRACED WALL PANEL BRACED WALL PANEL MEMBER SUPPORTS PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST SECTION R602.11.2. DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 30 3/8"TO 1/2" 6d COMMON (SUBFLOOR, 6" 12"F 6" AND R318. WALL 6.WHERE CONTINUOUS WOOD FOUNDATIONS IN ACCORDANCE WITH SECTION R404.2 ARE USED,THE 3-8d NAILS AT EACH RED A 8d COMMON(ROOF) 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG BLOCKING MEMBER EXCEPTIONS: FORCE TRANSFER SHALL HAVE A CAPACITY EQUAL TO \g N 1.WALLS 24 INCHES(610 MM TOTAL LENGTH OR BRACED WALL PANEL BRACED WALL PANEL A k 31 19/32"TO 1" 8d COMMON 6" 12"F 6" ) OR GREATER THAN THE CONNECTIONS REQUIRED BY SHORTER CONNECTING OFFSET BRACED WALL PANELS �- SECTION R602.11.1 OR THE BRACED WALL PANEL SHALL A.ULTIMATE WIND SPEED:140 MPH.NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.0 SHALL BE ANCHORED TO THE FOUNDATION WITH A BE CONNECTED TO THE WOOD FOUNDATIONS IN Aft", J L FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE ACCORDANCE WITH THE BRACED WALL CONTINUOUS RIM ADDITIONAL FRAMING 2-16d NAILS CENTER THIRD OF THE PLATE SECTION AND SHALL BE •/ = ,' PANEL-TO-FLOOR FASTENING OR BAND JOIST MEMBER DIRECTLY BELOW EACH SIDE EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES ATTACHED TO ADJACENT BRACED WALL PANELS AT REQUIREMENTS OF TABLE R602.3(1). • f BRACED WALL PANEL �•// Q` MINIMUM NAIL MINIMUM WOOD WOOD WALL NAIL SPACING CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). FULL HEIGHT BLOCKING �� �1974.0 �O NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL STUD FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION @ 16"O.C.ALONG OF NEB PANEL SPAN RATING PANEL THICKNESS SPACING EDGES FIELD 2.CONNECTION OF WALLS 12 INCHES(305 MM)TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED WHEN PARALLEL TO FLOOR/CEILING FRAMING BRACED WALL PANEL 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16"O.C. 6" 12" WALL PANELS TO THE FOUNDATION WITHOUT ANCHOR (2-1/2"x 0.131") BOLTS SHALL BE PERMITTED.THE WALL SHALL BE 5/8"DIA.x 12"LONG ANCHOR ATTACHED TO ADJACENT BRACED WALL PANELS AT BOLTS @ 4'-0"O.C. MAX.AS PER INTERIOR GYPSUM WALL BOARD CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). SECTION R403.1.6. BELOW,WOOD STRUCTURAL PANEL R602.10.8.2 CONNECTIONS TO ROOF Proposed Addition to the: GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS TO SHEATHING EXTENDING ABOVE THE TOP p THICKNESS ORIENTATION MEMBERS WOOD FRAMING 3"x 3"x 3ga BEARING PLATE FRAMING. PLATE AS SHOWN IN FIGURE R602.10.8.2(3) Foote Residence TO FRAMING SPACING NAILS SCREWS (SIMPSON BPS5/8-3) TOP PLATES OF EXTERIOR BRACED WALL PANELS SHALL SHALL BE PERMITTED TO BE FASTENED TO MIN. CLEARANCE BE ATTACHED TO RAFTERS OR ROOF TRUSSES ABOVE IN EACH TRUSS WEB WITH THREE-81)NAILS 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS PER SECTIONS 4"MIN ACCORDANCE WITH TABLE R602.3( ) )1 AND THIS SECTION. (21/2 INCHES x 0.131 INCH AND BLOCKING #4630 Nassau Point Road WALL EITHER DIRECTION 16"O.C. 8" 16" R404.1.6 AND -8"MAX WHERE REQUIRED BY THIS SECTION, BLOCKING BETWEEN BETWEEN THE TRUSSES SHALL NOT BE REQUIRED.R317.1 #3. RAFTERS OR ROOF TRUSSES SHALL BE ATTACHED TO CUtchO{,��e NY i 5/8" CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS 2-2x 6 SILL PLATES WITH LOCK b"` TOP PLATES OF BRACED WALL PANELS AND TO RAFTERS 2. FOR SEISMIC DESIGN CATEGORIES D0, D1 AND D2,WHERE SOLID BING BETWEEN WALL EITHER DIRECTION 16"O.C. 8" 16" z ; ° _ SILL SEAL AND TERMITE AND ROOF TRUSSES IN ACCORDANCE WITH TABLE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL RAFTERS ATTACHED TO TOP Town of Southold FINISHED SHIELD. R602.3(1).A CONTINUOUS BAND, RIM OR HEADER JOIST OR TO THE TOP OF THE RAFTERS OR ROOF TRUSSES IS 151/4 PLATES WITH 8d @ 6"O.C. OR LESS, BLOCKING BETWEEN RAFTERS ALONG LENGTH OF BRACED County of Suffolk TYPE"X"AT 1-7/8"LONG 6d COATED GRADE °O ROOF TRUSS PARALLEL TO THE BRACED WALL PANELS INCHES(387 MM� CONCRETE STEM WALL ( ) GARAGE CLG. PERPENDICULAR 16"O.C. 6" 6" NAILS OR EQUIVALENT 8" u SHALL BE PERMITTED TO REPLACE THE BLOCKING OR ROOF TRUSSES SHALL BE PROVIDED ABOVE THE WALL PANEL THICKNESS PER SECTION REQUIRED BY THIS SECTION. BLOCKING SHALL NOT BE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE xx z SCTM #; 1 OOO - 111 - 8 - 10 5/8" BENEATH DRYWALL SCREWS. MIN.'. R404.1.4.2 a HABITABLE SCREWS SHALL COMPLY MIN. DEPTH PER SECTION REQUIRED OVER OPENINGS IN CONTINUOUSLY SHEATHED R602.10.8.2(1). a ROOMS WITH IRC SECT.R702.3.5.1 R403.1.4 OR GREATER FOR BRACED WALL LINES. IN ADDITION TO THE REQUIREMENTS 04 O FROST PROTECTION PER z OF THIS SECTION, LATERAL SUPPORT SHALL BE 3.WHERE THE DISTANCE FROM THE TOP OF THE BRACED Issued: Approval ID SECTION R403.1.4.1 2 PROVIDED FOR RAFTERS AND CEILING JOISTS IN WALL PANEL TO THE TOP OF RAFTERS OR ROOF TRUSSES o ACCORDANCE WITH SECTION R802.8 AND FOR TRUSSES IN EXCEEDS 154 INCHES(387 MM),THE TOP PLATES OF THE ` Load at Diagrams Cn ACCORDANCE WITH SECTION R802.10.3. ROOF BRACED WALL PANEL SHALL BE CONNECTED TO for Wall Braced Walls VENTILATION SHALL BE PROVIDED IN ACCORDANCE WITH PERPENDICULAR RAFTERS OR ROOF TRUSSES ABOVE IN SECTION R806.1. ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING " = _ z_ 1.FOR SEISMIC DESIGN CATEGORIES A, B AND C METHODS: Kerl Kazel, Architecture CONTINUOUS LOAD PATH FOR . � 2 Windemere Court � � WHERE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL TO THE TOP OF THE RAFTERS OR ROOF 3.1.SOFFIT BLOCKING PANELS CONSTRUCTED IN TRUSSES ABOVE IS 91/4 INCHES 235 MM OR LESS, ACCORDANCE WITH FIGURE R602.10.8.2(2). FIGURE R602.10.8.2(1) P.O. Box 169 2x 4 KEYWAY IN CONCRETE ( ) WALL BRACING DETAILS & NOTES BLOCKING BETWEEN RAFTERS OR ROOF TRUSSES SHALL BRACED WALL PANEL CONNECTION 16"MIN FOOTING PLACED PRIOR TO Speonk,NY 11972 STEM WALL INSTALLATION NOT BE REQUIRED.WHERE THE DISTANCE FROM THE TOP 3.2.VERTICAL BLOCKING PANELS CONSTRUCTED IN Phone: 631-874-2925 BASEMENT OR CRAWL SPACE ALT:#4 REBAR @ 48"O.C. OF THE BRACED WALL PANEL TO THE TOP OF THE ACCORDANCE WITH FIGURE R602.10.8.2(3). TO PERPENDICULAR RAFTERS Fax: 631-874-7377 AS PER THE 2020 RESIDENTIAL CODE 14"MIN INTO STEM WALL. RAFTERS 35 ROOF TRUSSES ABOVE IS BETWEEN 91/4 CONCRETE STEM WALL AND INCHES(235 MM)AND 151/4 INCHES(387 MM), BLOCKING 3.3. BLOCKING PANELS PROVIDED BY THE ROOF TRUSS keri@kazelarchitects.com SPREAD FOOTING FOR BRACED BETWEEN RAFTERS OR ROOF TRUSSES SHALL BE MANUFACTURER AND DESIGNED IN ACCORDANCE WALL PANELS. PROVIDED ABOVE THE BRACED WALL PANEL IN WITH SECTION R802. Date: July 11, 2022 ACCORDANCE WITH FIGURE R602.10.8.2(1). OF NEW YORK STATE 3.4. BLOCKING, BLOCKING PANELS OR OTHER D EXCEPTION:WHERE THE OUTSIDE EDGE OF METHODS OF LATERAL LOAD TRANSFER DESIGNED IN ate: June 17, 2022 TRUSS VERTICAL WEB MEMBERS ALIGNS WITH ACCORDANCE WITH THE AWC WFCM OR ACCEPTED THE OUTSIDE FACE OF THE WALL STUDS ENGINEERING PRACTICE. Scale: As notedA9 Project No. P"It itt S V.;7 011 T 7.0M i RJSz R,11' Z r7 X.. Nz_'kATI'_A S i SIH I N7 R C F R 01 C I clill .ere.. T O OF INSU-4710L!-E;,,rZ- V'Silrr,C p_ in'_N 4 4 4", I'RIC.D 1!f.13ULr,1r1R C11%T-.J SI P;C F.T C E, ........... P Nq,4 I Z I IF 10lam1TEE 0 v 1 74 w to • L. FX XrT PT,'iii -,- //Ism Air C E S S RIV: i t r i r-17-77177TTI • KJELSNL�, ;7! !7-FF CE U1ii1C0%01T'G'iJED SPAC CO N D 710NE. D SP�Z E Tl'.'4S REOLIPE) J^ IG EVSH HAW % LIVING SPACE ABOVE LIVING SPACE ABOVE ATTIC ACCESS PANEL Lj CCY JZXS FAD fill, O�P-M I iiiii UNCONDITIONED SPACE OF SDII!_Aill SCALE: NTS CONDITIONED SPACE ,7 SCALE: NTS SCALE: NTS E R IC,i NEIrK I 0 ofilloo 1, 1 volts, I I It NJ It.4,i ATTIC EAVE BAFFLE if-k- if Kr Itr is SCALE: NTS V,PIC 1%_-Ikjilct� 1;5 FL') 7 J.; for ;w V-T.W, P,C if iiii! ,Q-! 1711.11 E C. R10C ?,-'SUATCt, "R-%,�ii.,jVE1_-7H PER GIIATIC it' a it L47 II If - ^ - _�r - -or AV!�toliri 1.7 '-Cr' [F-P Cf FLTU-30D/02. SH_ S IT E H!N1r'1Lw 7N.1 I- -FTP1 PCRCH V 1! 7 -T He_�l ri rN,- 2y EDGER Otil T0:1 C' ...... T ...... WE IF PA Ev r Ni F: 1.0k ­­_ . ...... ... ... ..... unii Lk k .- 1, 1 , I IT.71?U r�E AND SHEAR It Ei, I i -U E7 :.A, of OA 0%T�::;,*,_ _.F E*i 1U1L^X_1K_17 I"T"C:� IL ra-Ril'"s:A.171, [A I C'I T,71 P:� AT V Cm' !M7 B'j1LDhtG PAPET I fF 91, �7: �1�1'j 1�1, Ir I- _*_�. — i%IAD�ER BARFER—o ZCI F 17 r---11 R15PIS E 7 I _4­ kt,,;u ry Pj:. ST;. k X_ j7- I L V rl�%T, _V273 Enl_ It _7 PULL DOWN z llqj C% t r.,:m: v L ATTIC STAIR SCALE: NTS SECOND FLOOR DETAIL SCALE: NTS SECTION THRU PORCH ROOF SECTION THRU KNEE WALL ALT: SECTION THRU KNEE WALL SCALE: NTS SCALE: NTS SCALE: NTS el FIRST FLOOR DETAIL SCALE: NTS Vo`.0 D F F L X R TO THE BEST OF MY KNOWLEDGE, BELIEF AND CONTINU OJS EEAD OF S EALAN T r C-A-Y"t 114'7 S�,`A� T FIT IN PROFESSIONAL JUDGMENT,SUCH PLANS OR to 7;.^Cf UNT"I j Ili 5 57EAD SPECIFICATIONS ARE IN COMPLIANCE WITH CONINUM BEAD 0FA0'd:_S1'og`:E S! SEALER F :- "ET NG .. - THE ENERGY CODE. I HEARBY CERTIFY THAT THE CONTNIMJS BEAD Cc HUNT 1`77 PROPOSED THERMAL ENVELOPE FOR THIS PROJECT 71 1141 C", - -F% WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. OF SEALANI Y - t -4, PROVOE IN m :A I !CY SIGNATURE 1 SEAL: 7CK, F74�,T.­LY PROTEC,71'.S A E.r An L Aj FLOORTRUSS Cc ASIRSY v F!"i"N GRt`_'1rZ N'TiNIJ113 us L N.:X -- ------------------ OF SRILV.17 p'�7�qDi, j?"T, *N�;T I E! iaila m AIT�z U A 5D C; S�Y'_:CH7 'S A=1 7 L 4'. 7_ Nl':P 1_"� 7. E X7, ol 11 or, =11"I ....... ------ 0 -7-- COTNUOUS BEAD p.irfy-m-� L I., I T — A .2LY OF SEALANI `M, TALLIJ D N UrP�Jtl L 743-� 0 bit 7;','U E L ZI R L- In WNTINUOUS BEAD OF N Or"SEAL4NT I NFIER 10 R GYPSTA`�,A L 2 DARD A Sw A,I:'I Eit AR R I EE� SECTION THRU CABINET SOFFIT SECTION THRU SKYLIGHT WITH SECOND FLOOR ABOVE SECTION THRU CABINET SOFFIT SCALE: NTS SCALE: NTS WITH ATTIC ABOVE RIM JOIST (BOX BEAM) DETAIL SECTION THRU SLAB SCALE: NTS SCALE: NTS SCALE: NTS . � ��� -. ry . _. . _. Air Sealing Details Keri Kazel Architecture BRANCH LINE TAKE-OFFS 2 Windernere Court AND JOINTS P.O. Box 169 Speonk, NY 11972 ERSE JOINTS T Phone: 631-874-2925 g.S AND DRIVE CLEAT Fax: 631-874-7377 INTS) IN TRUNKS AND AL keri@kazelarchitects.com INTS ON PLENUM Date: May 12, 2020 it -0 CATI'D I,-,!Q FitQ SEALING DUCT SEALING DETAILS Scale: As noted SCALE: NTS SCALE: NITS Lj Project No. ' TABLE R402.4.1.1 Ir'aTER':OP�CaA5E1�►!�.Lly AIR BARRIER AND INSULATION INSTALLATION �1~,.'EN'TEAY RE AM � - _ _ — � �_ _______.. _-____—___: __ � P;PEP-DI'ETRATIO"; � tr_�t.,..,,1 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA T. GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A ' I - P=RI lETER CF PIPE INSTALLED IN THE BUILDING ENVELOPE. SEALING MATERIAL. T r EXTERIOR THERMAL ENVELOPE CONTAINS ryl..r _ , — � .'1'Y C_C'_, �, , U- _ N PRO71LE SHEATI-IN3 E`. .D I ! 5 ' 4 TU°' ' A CONTINUOUS AIR BARRIER. BREAKS OR CLOSWUR E r-EXTERIOR VIALL !+'T;fl4U�1L5 E:uJL7 `�. i - � JOINTS IN THE AIR BARRIER SHALL BE I SEALED. COVNUCUS BEA3 - S6 �aT I I i CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED THE INSULATION IN ANY DROPPED CEILING/SOFFIT _ �-'!„ ��S'�I`��T CEILING/SOFFIT SHALL BE ALIGNED WITH SHALL BE ALIGNED WITH THE AIR BARRIER. i STiLriC.4'7iY�TT'� - -- --- , f r 4� i ;i[«'".1�—_ is"— � :1::�,��:��.�:���^. THE INSULATION AND ANY GAPS IN THE AIR SHALL BE SEALED. BARRIER HA j �C L ' ACCESS OPENINGS, . C ILlTED XT, _vL=f.;=' C - _ �'II•"� , KNEE WALL DO DROP DOWN STAIR OR p n ._.- +=R •, ,, ` ORS TO UNCONDITIONED TLC � to � T 1,. �.•.!r` �_��- �_1 1&'-_ �' ^-.r � �3. ,_f ATTIC SPACES SHALL BE SEALED - !"r; ' Lu� E.G� rdv" WALLS THE JUNCTION OF THE FOUNDATION AND CAVITIES WITHIN CORNERS AND HEADERS OF FRAME cN7u" yrH : :t,!74 _,i era:k.• au..uY1 ^ _� _ t I SILL PLATE SHALL BE SEALED- WALLS SHALL BE INSULATED BY COMPLETELY FILLING �G,"'TG; 13.5 E•= D C g ; I . : Fr_N;= ''' - { EXTER OR INSUL►+.,ED���"ALL THE JUNCTION OF THE TOP PLATE AND TOP THE CAVITY WITH A MATERIAL HAVING A THERMAL OF EXTERIOR WALLS SHALL BE SEALED. RESISTANCE OF R-3 PER INCH MINIMUM. _;:._J.t,_rt1_va,'�,a.Syr: �ibh,..<P.-r+✓•t=,}, ,..-�$`,,r:�::',-_.-h: t..�_•�t. , KNEE WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR • - • - ''`' -- FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL + CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR f . � -•.. . _ ._a -_. _ � � PLAN OF INTERIOR PIPE / BARRIER. LIGHTS - I' r�1 �5 5`„�`.w Z - - -- -- -- ,--' -- - -- r_�a" - — rr,. n p,_,+_�. CHIMNEY ENCLOSURE WINDOWS,SKY THE SPACE BETWEEN WINDOW/DOOR I x I I r � .. AND DOORS JAMBS AND FRAMING AND SKYLIGHTS AND f SCALE: NTS a f fig, FRAMING SHALL BE SEALED. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR RIM JOISTS SHALL BE INSULATED. BARRIER. I r t r 'r r z• - r FLOORS INCLUDING ABOVE- THE AIR BARRIER SHALL BE INSTALLED AT FLOOR FRAMING CAVITY INSULATION SHALL BE 1 s 1'-o7FIW'R'EE"R7I;ALO'`ASE i GARAGE AND CANTILEVERED ANY EXPOSED EDGE OF INSULATION. INSTALLED TO MAINTAIN PERMANENT CONTACT WITH SECTION THRU TUB Cv'.-' -� =+�h= + FLOO RS) R S THE UNDERSIDE OF THE SUBFLOOR DECKING,O - +_'a_? ,� � _ FLOOR FRAMING CAVITY INSULATION SHALL BE SCALE: NTS r "err-" �. Cb'!DE_I"I E'J3R S4- TF.'I N G PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF I' :, +;;�1'•.k, ' • ;IO���; �`,q « ' SHEATHING,OR CONTINUOUS INSULATION INSTALLED SECTION THRU INTERIOR AT EX �LPR R ,j = L21 TO IP,7ERIOr�MLLASSEI.�Y ,. . � • M ry p ti• !'1� = I . ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FIREPLACE ENCLOSURE FROM THE BOTTOM TO THE TOP OF ALL PERIMETER "r. FLOOR FRAMING MEMBERS. SCALE: NTS r CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL WHERE PROVIDED, INSTEAD OF FLOOR INSULATION, SECTION THRU CANTILEVERED =r, SPACES SHALL BE COVERED WITH A CLASS I INSULATION SHALL BE PERMANENTLY ATTACHED TO VAPOR RETARDER WITH OVERLAPPING THE CRAWLSPACE WALLS. I`,TERIOR I *° JOINTS TAPED. FIREPLACE ENCLOSURE ��•��LL _ SHAFTS, PENETRATIONS DUCT SHAFTS UTILITY PENETRATIONS AND SCALE: NTS s ' FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. It,:+� FIU►� ;G�� ! _ - - NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT,OR NARROW CAVITIES SHALL BE FILLED BY INSULATION t THAT ON INSTALLATION READILY CONFORMS TO THE .R — ----------- ... - - -- --- --- i I . AVAILABLE CAVITY SPACE GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN S .IU, A'r"T__ � T A'-y;��;{�';'•! j L�DCER ELI�IP�G�+�p�O.11 BCD THE GARAGE AND CONDITIONED SPACES. A RECESSED LIGHTING ►•'C '� i�� t�° RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE . I;,�ULRI,_DEUERa�,,N4_L THE BUILDING THERMAL ENVELOPE SHALL BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT r Ct�`;TT4Ur_T'S BEAD CC SFAi-PIT €T�Tnt. ' PR'J'1"?E n,T:F:'�R SHE�'�'�ya BE SEALED TO THE DRYWALL. AND IC RATED. H VERTICAL SECTION THRU CHASE� • _ PLUMBING AND WIRING BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, SCALE: NTS OR INSULATION THAT ON INSTALLATION READILY I CONFORMS TO AVAILABLE SPACE SHALL EXTEND r-- BEHIND PIPING AND WIRING. -I I r 7 c t +^ °�- "` P"�-„�;,�'+ G ' ' ' ' ' ' r SHOWER/TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS —It;Si,�IL `'9T1_.17, HCI_T:''..� _. CI'�-=,r�._ �� 'L _._ ____ _� PR 1'a I`;�iA?Lry11 `I C�� _.M_, .. t ry [ft (�n,r•I r Cr(1T, --y `11Lf%�? IL'9 L A T!C Y,':LL L_`/f L`d _ EXTERIOR WALL WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. 1 . r r I�"I!�i:�C.CTM' .. - L0J ERR `.r' �^f soul — ,rJ n ^t� ^l_ [ 1 1 i' �--., I _ F, of_? E„ LI��L�:E r W� ,., ,.t�t,,.,1Y-- ,r ..f ;E A.,? A,�TI., SHALL SEPARATE THEM FROM THE — Ct 1T'"10,1'" F'"'P OF ff i"°'ti F i-i i Iti l;lr'�=''r}T� ROUDi SIFITZP R SHOWERS AND TUBS. tiLAtrT 1 SAD. ?'3 '': /(C'ilt �i(LS Ct 'r,'•-_L� _ ELECTRICAL/PHONE BOX THE AIR BARRIER SHALL BE INSTALLED i VERTICAL SECTION THRU TUB CHASE + BEHIND ELECTRICAL OR COMMUNICATION ON EXTERIOR WALLS SCALE: NTS ; - BOXES OR AIR SEALED BOXES SHALL BE INSTALLED. g° HVAC REGISTER BOOTS THAT PENETRATE HVAC REGISTER BOOTS - ELCrSF ASSE1.I5-Y-----• ,.,. — FECiF•.GR;L1E y = --- BUILDING THERMAL ENVELOPE SHALL BE I r v . C I`Ir,1`' SEALED TO THE SUBFLOOR OR DRYWALL. FLOC TIBo — t_ CC�`,�It1�j�US E:ADFS�� A'' `� � ,- 5E�1.AIti" REQUIRED TO BE SEALED, �.,. _a:.`. ,: :..:, r;�.� ...v...•.,. }'.� ..c..`' w; .....� WHEN CONCEALED SPRINKLERS CONCEALED FIRE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS Il r . slr� 1 — ' I';5U�Tl C FlE?;T:n_= +.' _ SHALL NOT BE USED TO FILL VOIDS F10� ,-�'fKV ,�, ? BETWEEN FIRE SPRINKLER COVER PLATES -�z4 ^itiCl'1': — 'rI AND WALLS OR CEILINGS. SECTION THRU BUILT IN BENCH ~ n — �k.P,ti� �I ,i�, {val.I S�hLr 11 - . . . __ .. :' SCALE: NTS DUCT -__.,_._ ay, ^r-i�,^F+u-B _ A. IN ADDITION, INSPECTION OF LOG WALLS SHALL — SECTION THRU SHOWER '� �; '—�u��'�`` — SHAFT TIEr OU ftL'?,_�. BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400. _ _ TO THE BEST OF MY KNOWLEDGE,BELIEF AND SCALE: NTS SCALE: NTS SFICTIC'Pa THRU STAMN AY SECTIC'•J THRU VALL PROFESSIONAL JUDGMENT,SUCH PLANS OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CODE. I HEARBY CERTIFY THAT THE PROPOSED THERMAL ENVELOPE FOR THIS PROJECT STAIRWAY WITH UNCONDITIONED WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. ELEC I R1 OAL V IRE SPACE BELOW SIGNATURE/SEAL: SCALE: NTS - ? ARC 5 hi !!.-''1�-IFA�ii,''F[ Ffl"iaSfC tiG`iT FI;'Lvy.1F': r'rr- +il ------ --- ' -tiTT", It�SU A llii`� ' - ��r rr'a�F?ti;,E F1n;,,a '�- ,------- EPraf'Oi` S FN,1.1 SERTT ,' �s� .s�. E y _ TOP PLAT --. 7 ;,-- - - . -,`C��- - -C�a � � 0 _� �' r" Fi��".t»Fib 5��?�`,s � � 9743 O ----------- i I ` ti. i hS5_','E Y ----� - -1 -- -- �OF NE�� ----------= CC'iTi'JOl;S 5'`An CIF - EXF,AP�DIh,G F� ",1 WALL STUD �+[, , rl 1, , ` _..__.,_._-._._.._.___, _.___.-.-,_._.__ rl CJCT ! SEF.LANIT �'r ,,+. ' ' l '� _ ± 'i.J _. ..- _ s I�tt. r (f _ C Y ,r ,� Details Alr Sealing ti tA1L STUD r I f,-;;E;'ElY I AT EXTER",Ia�'rA:L P.?IO? �! IDSZFF,i�SSE1' 'Y � Ex:'A►,.:a.°'�: Fr�A.t+ SFAi-�a�IT w.T F''".il -1TF F:?�'IC�I�,TEw:��c:IEL��:; r� - _---�_�__----- Keri Kazel, Architecture G°''`�;�.'.L VEIL'';� - - rFT EXTErr..S,IR'Ar ' PR!rE; _ \ 2 Windemere Court F(�fSSEf' l" ITit„ FI TI.BE 4 --_ Ta50F=Tw' :E''?l`f CC{JTNJC S "'' P.O. Box 169 L�'E � .. - - or"0I- 0 Speonk,NY 11972 -' Phone: 631-874-2925 C�CI.4 14,0is J Fax: 631-874-7377 - OF SEE IT keri@kazelarchitects.com PIPE PENETRATIONS WIRE PENETRATIONS PRE BUILT RECESSED LIGHT SCALE: NTS SCALE: NTS SCALE: NTS ECTION THRU PLUMBING SOFFIT SECTION THRU DROPPED SOFFIT Date: May 12, 2020 WITH SECOND FLOOR ABOVE WITH SECOND FLOOR ABOVE Scale: As notedD2 SCALE: NTS SCALE: NTS Project No. Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135"x 3�") g 1Yz'round holes may be above(must stack over wall below) Load bearing anywhere in web Plate nail,16d(0.135 x 3Yz") at 12"on-center g or braced/shear wall above cut Plate nail, 16d(0.135"x 3 Y2") When sheathing thickness exceeds T/", 2x stud wall at Floor panel nail- Blocking panel: 1Ya"T®Rim Board, (must stack over wall below when present) R ALLOWABLE HOLES - TJ 1® J o I stS outside of hatched zone if at 16"on-center at 16"on-center - 1Ya"or 1Y2"TimberStrand LSL or No load bearing they are located 3"away Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y)at 6"on-center horizontal) Web Stiffener TJIe joist. wall above Min.distance from Table A Min,distance from Table B y 1V TJe Rim Board,U"or Plate nail-16d(0.135'x 3Y2") J*B panel: (edge-to-edge)from a 1y"TimberStrande LSL or required on both at 16"on-center* Web stiffeners required on 2x4 minimum Web stiffenersim Board, DO NOT larger hole. sides at A2W ONLY both sides at A3.4W ONLY squash blocks re cut or notch flange. TJIe oast Sheathing q required each sideT'imberStrande LSL j Floor panel nail- g 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at 133W ONLYst 8d(0.131"x 2/2") 1Y4"or 1 Y2" Rim-to joist Web Stiffeners required at 4"on-center I TimberStrande / Ys Web stiffeners 6" O " 0 6" i nail each side at A3_W LSL rim board. B1 B1 W _ required on both Toe nail-10d(0.131" O IW sides of both joist 6' L+ 2xD, D1 Closely grouped round L 2 x L Dz 6"Toe nail, Toe nail, 1Ya"TJe Rim Board, When sheathing 7 " 12„ x 3")at 6"on-center ends at B4W ONLY no flekI car minimum holes are permitted if minimum Nc field cut no not cut 10d(0.131"x 3") 10d(0.131 x 3") I (A3.1/A3.1 W only) thickness exceeds/a, Web stiffeners required O NOT holes In (applies to all holes the group perimeter holes in holes larger at 6"on-center at 6"on center 1Ya"or 1�"TimberStrande LSL. trim sheathin ton Lie min.9 9 on both sides at B 1 W f joists at cut hot In meet. hatched except knockouts) meets requirements for hatched can fez•to line moss Web stiffener Tile rim joist at rim board and 132W ONLY • rein orcement. round or square holes. zones cantilever Toe nail-10d(0.131"x 3") of support Ta le A - End Support required on both Must have 1%"minimum Installproper btockin to Blocking at 6"on center* g Blocking panels may be required with braced/shear g panels may be required Minimum distance from edge of hole to inside face of nearest end support sides at Al W ONLY joist bearingat ends. Attach * support all ions)edges B2 B2W g P y q with braced/shear walls above or pp Al Al W 1k O A2W* rim joist per A3 detail. A3 A3.1 A3.2 A3.3 P g walls above or below-see detail B1 B3 B3W below-see detail B1 B4 B4W j (AD34 *A3.4 * Jodsr TJI UND HOLE SIZE SQUARE OR RECTANGUU4R HOLE SIZE For additional installation specifications see Rim Board Details and Installation in A3WA3.1 *A3.2 tA3.3 For additional installation specifications see Rim BoardDEPTH 2" 3- a- s" 6Y:" 7" 8'A^ 11- 13- 2- 3" 4" s" 6Yz" T' 8%- 11- 13- For O y Nail through 2x cantilever,wood backer and 110 1'-W V-6" 2'-W 3'-0" 5•-0- V-0• V-6* r-6- T-6' 4•-6• Details and Installation in Weyerhaeuser Installation Guide Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1 s"TJe Rim Board or 1Ya"or 1Yz"TimbelStrande Blocking TJIe joist web with 2 rows 10d(0.148"x 3") 210 1•-0• V-6- 2'.6^ T-0- s.s• V-0- 2'-0" r-6" a•-0• F-O" for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9 " ( ) panel 230 r•s• 7-0" z'-s• 3•-6" s-s• r-0• 7-0" 3'-0• a•-0" 5•-0" top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Yz")nails with 3Y2"TJI® 360 1••6" r-0" T-W 4'-0" 6'-0• V-6' 2'-6" T-6" 5'-0" 6-6" connections equivalent to floor panel schedule. joist flange widths. 560 11-6" 7•61 T-15" 5'-0' T-0" 2•-0• T-0" a'-0• 6-6" F-O" V-0"length of TJI®joist 8"diameter maximum hole for 11%"- 1Ys"Tr Rim Board 1Y4"or 1Y2'"TimberStrande 110 V-0" T-W 1'-6• 2'-W 2'-6" 3'-W 5•-6^ 1'-0• V-6" r-0" r•6• 4•-0^ 6-0• 6'-0•11 reinforcement and filler 16"deep blocking panels;6"diameter 210 V-0" V-6" r-W 7-17 TV Y-6' 6•-0• VV 1'-6^ 2•-6" TV 6-0" 6-6• 6•-s" 4'-0"length of 8"diameter maximum hole for 11 Y8"- block.Use 4'-0"length maximum for blocking panels 9Yz" LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%7 230 V-0^ 1'-6• z-0• z•-0• TV 3•-0• 6'-6• 11-0^ z'-0^ z'-0" T-6- 5'-0- 5•-6• T-0• reinforcement T ® one each at top and bottom flange. 360 r-0" r-0• 3'-0• 3•-0• 4W S-W T'-o• r-s• r-6- T-6" 4'-0" V-6- s-0• Ts• 8*diameter maximum hole for 16"deep blocking panels;6"diameter with 9Yz"and 11/$"TJI deep or shorter than 12"long. with one 8d(0.131"x ZY") on one side at E2, + joists. Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies to 560 1•-0• Z-6- T-0- 4•-0• 5'-0" 6'-W 8'-W 2•-6• T-6" a'-0" 6-6" T-0^ T-6• s'-o- Web stiffeners 11T/a"-16"deep blocking panels maximum for blocking panels 9/z" j 110 1'-o• 1'-0• 1•-0- v-o- 1••6- 2•-0- 3•-0- 5'-6- V-0• V-0" ,•-6" r-0" T-6- 4'-0• 6-W s•-0" with one 8d 0.131"K 2/z") both sides at E3 des or shorter than 12"Ion ( Horizontal blockinguniform) P 9• nail at each comer Y z10 r-0• r-0• r-0• rs• z-0• rs• 3's• 6'-0• r-0• r-0- 7-0" r-0• a-0• a-0• s-0• 8'-6-Load from above required on both 6"diameter maximum for Do not cut flanges. 1Ya"TJe Rim Board 1Ya"or 1Yz" panels between each loaded joists 1a" 230 11-0• 1-0• VV 1•-8" 2•-s" 2'-0" 4'-0• 7'-0• TV V-0" 7-0• 3•-0^ C-(r 6-0• T-o• s'-0• sides at E1 W ONLY blocking panels 9/z"deep or TimberStrand°LSL.Nail with joist.Nail to top plate with • only. 360 1•-0• 1•-0" 1•-W 2'-6- 3•-0' a•-0• 6-6" 8'-o' ,•-0" V-6" r-0" a'-0• 6'-0' 6'-6^ 8'-0• g•-0' shorter than 12"long. 10d(0.131"x 3")naits,one 12"length ofY4" connections equivalent to Wood (s A o� sso r-0^ r-0• 2 0• 3'-0" a-0- 5'-0• s's• 9'-0" r-s' T-0" 4'-0" F-0' T-0' T-0• s'-0. 10-0• Ys" Do not cut flanges. 1Ys"T r Rim Board or 1%"or 1Y2" each at top and bottom flange. reinforcement on floor anel schedule. id`� � M" 110 1'-0^ 1 t)• 1 0• 1-0• V-0• T-0" 2-W T-0• s-0• 1'-0• V-0- V-0• r•6" T-0- T-W 5'-6- T-s• 10-0" TimberStrandeLSL.Nail with 10d P backer �a e Son 210 1•-0• 1 0• 1'-0• 1'-0• VV V-6 r6• 3's• s'-0• 1'-0^ 1'-0" ,'-0" r-0" 3-0• 3.6one side at E5, 12"length of" <vR`e6c �a�oaa16" 23o r-0• r-a• r-0^ r-0• r-0• r-0" 3•-0- (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side ��� ,� ��o360 r-0• r-0• r-0• r-0• 2•-0- r-6- a'-6• s•-6- s'-o• 1•-0• r-0- r-6• 3'-0^ s-0^ 10-0. 1btockin between at E7,both sides at E8 F1 �ens6o r-0• r-0• V-0^ r-0• 2••6" TV 5'0- 7•s• 10'0" r-0- 2'-0" 3'0" f-6- s-0" T-0 10-0 -0"10d(0.148"x 3")nails at 6" 9ch reinforcement 0 on-center clinched.Use 2 each joist 4" 6" 7" 8" 10" 12" 14Y; 16Y: a" 6" 7" 8" 10" 12" 14%- 16Y,- A E7 E8 Less than 5" to joist flange with rj tt` rows with 9Yz"and 11 Yg' Less than 5" 1a" 3so r-0• r-0• r-0- r-0" a'-0• s'6^ s s• 1'-0• 3'-0• 4'-0• 6'-0. 10'-0' 1 r-0. 13'-6- squash blocks ;I • , " vR` s.0 1-W r-0• r-0" 2•-0^ 4••6• T-0• ,0•-6• 7-0• T-0• 6'-6" 8'-0. 1r-0• 17-0• 1a'-0" A 8d(0.131"x 2/2)Waits at 6" ad• TJIe joists. 1Ye"TJ Rim Board or 2 i�v� on-center.When reinforcing E5 E6 Gam WEB STIFFENER ATTACHMENT 20" 3so 1•-0^ 1•-0• VV T-O" 2•-0• a'-W T-0. 10•-W T-0• V-6• 3'-0• 4'-6• 8'-0. 11•-6^ IT-6- 15•-0- CS Use 2x4 minimum squash blocks to 1Ya"or 1Y2"TimberStrand'LSL. Face grain �a� both sides,stagger nails. Y8"minimum sso V-0• V-0• t'-0' VV 2'-0• 4'-0" 8'-6" 11'-W V-0• 3'-0- 5'-0" 7'-0. W-6- 13'-0' 1a'-0. 16-6- transfer load around TJI"joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3112 TJI® joist flan a widths 1- 23/4"maximum E1 E1W nails,one each at to and E2 E3 g " e T- Table B - Intermediate or Cantilever Support P {1Yz for TJI Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. g PP Apply subfloor TJI®joist blocking with end JOIST TJr• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing , Web stiffener both sides. DEPTH adhesive to all blocks installed at joist-span 2" 3" a" 5" 6y" 7" arid" 1r 13" z" 3" 4" 5" sY," T• s%- 11" 13" Flush bearing plate required. Flashing locations using See table below. *With point load from above,and no support Double TJI®Joist Filler Block: g contact surfaces g below,install web stiffener tight to top flange Ito r-0• z'-0• 3'-0" 4'-0• T-0• 1'-0• z'-0^ 3-0^ 5'6^ s's^ Hanger height must Hanger Backer Block:Install tight Maximum Ya"overhang " * 9 9 two 8d(0.113"x 2/z) Ti ht fit 210 r-0' 2•-0• T-s" 5-(r 8'-0• 2'-0• 3'-0^ 4'-0^ 6'-6" T-6" be a minimum of60 h Attach per the table. to to flange(tight to bottom permitted at beam. 9 (gap at bottom flange) e 7-0• T-6" 4'-6" 6-6" T-6" of ist depth Nails shall be driven from P g ( g P Treated 2x_ nails or 230 2•-6• 3•-0• a'-0^ 5•a" a•-0" t j° p flange with face mount hangers). ledger sQa� "screws, De th Minimum Web Nailing Requirements 360 3-0• 4'-0• 5'-0- 6•-0" 9'-0^ 3'-0- 4'-0" 5'-0" T-0" 8•-0- altemating sides.Clinch nails Clinch nails when possible. ovS� �2 i TJI'Joist Series P Number Nails 560 3'-6• 5%0" 6'-0" T-0" ,o'-0" 4'-0• 5'-0- F-6- 9'-0" T-0- when possible. See fastener 1 ® 1 " y31 tna typ cal (in.) Stiffener Size Type table below.Maintain 1/s"TJ Rim Board or 1/4 �� End Intermediate 110 r-0• r-0" r-6• 2'•6• 4•-0• 4'-6- s-0" r-0• r-6" r-0- a'-0" T-0• T-0" 9.6• or 1Yz"TimherStrande LSL. 110 All Ya"x 25�s""� 210 r-0• VV 2'-0" 3'-0• a'-0" 5'-0• 9'-0- r-0' r-0^ TV 4.6" s'-0" 8'-01 10•-0• 2"distance(minimum)from 3 " s •(r) 8d 11%7 230 v-0• r-0• 2•-6" 3'-0" 5'-0• s-0• 10'-01 r-0" 2'-0" T-6" s-0" a s" s'-0. 10-0- 210 All /a x 2/s Top mount edge of ledger to fastener. Option#2: 230 8k 360 All Y8"x 25/6"n) (0.113"x 2Yz") 3 3 sso r-6• T-O" a s- s s• a-0• a-0• ,2'-0• 3-0• a s" 6-0" 8-0" 10.6- 19-0' ,z-0• hanger p t Fastener Allowable Load(z)(lbs/bolt) 2x strapping installed at Y 16d 110 r-0• r-0- r-0^ r-0" 2'-V 2'-0^ 4'-0" 8'-0• r-0• r-0" r-0" r-0" 6-0" 6'-0• s•-0. 12'-0• Face mount Backer block Y2"Through bolt joist-span locations using two 560 All 2x4(2) 1 " 210 r-0• r-0• r-0" r-0• 2-0• TV s-0" s•-6" r-0• r-0• 7-0" S-6" 6'-0• T-0• 10•-0• 13'-0- both sides of web Rim Board Material Y2"lag bolt Y2"Through bolt with Air Space (0.135"x 3/ ) 14" 230 1'-0• 1-W VV 2'-0• T-6" 4'-0• 6•-0. 10'-6" VV VV r-0" 4'-0" 6'-6^ T-6• 11'-0^ 13'-6- hanger 2Yz"screws per joist,typical with single TJI®joist 1Ys"TJ®Rim Board(3) 480 695 18" 4 4 360 1'-0• 1•-0' 2'-0' T-6• F-6- 6'-W 8'-6. 12'-6• V-0• 2'-0" 4'-0- 5'•6- T-O" 10•-0• 12'-0' w w 1 a"TimberStra- LSL 610 725 6150) Option#3: 20" (2) 16d 5 5 560 ,'-0• V-0' 1•-0• T-6- 5'•6• V-6- 9'-0. 13'-6" V-0• T-0• 5•-0• T-o• io%o- 11-0• ix-6- i6: Web stiffeners required if sides of 560D r3) 2x4 0.135"x 3Yz") 6 11 110 r-0• r-0" r-0• 1'-0• r-0• r-0• z'-0• s-0• 8'-6^ r-0• r-0- r-0^ r-0" 3••6• a-0• &-F 1r 6• 151-0• With top mount hangers,backer block required only 1 Y2"TimberStrand®LSL s75 725 Directly applied ceiling 22" ( H1 hanger do not laterally support at H2 H3 24"(3) 6 13 210 r-0• r-0• r-0• r-0• r-0" r-o• 3'-6" 6'-0. 10'-0• r-0• r-0• r-0- r-6" a'-0• 5-0. 10'-0. 12'-6. 16'-W 3 for downward loads exceeding 250 Ibs or for uplift (1)Corrosion resistant fasteners required for wet service applications. least/a"of TJI'joist top flange LA P61 When specked on the layout one of W 16- 230 ,•-0• ,••o• ,•-0" r-0• ,•s• r-0• 4'-0• s�-0• „•-0• r-0• r-0• r-0• r-0• 5•-0• s•-0• ,o•-0" ,3•-0" ,s•-s' conditions.For nailing requirements see page 5,TJ- (2)Allowable load determined in accordance with ASTM D7672. O (1)PS1 or PS2 sheathing,face grain vertical 360 1'-0• l'-0• TV VV T-0" a'-0• 6•-6. 10'-0. 13'-0• 1'-0• 1'-0" 2'-0• 4•-0" T-0" 8'-0" 13'-0. 14'-6• ,T-W O 3 1ja•TJe Rim Board is allowed with joist depths-s16"only. the bracing options above is required 2 Construction grade or better 9001, WeyerhaeuserinstallationGuideforFloorand O j O 9 s6o r-0• r-0• r-0" r-0• z-0• Y• - 7'-0. 1r-0^ ,N- 1•-0- r-0- 3-0" s'-0" 9'-0. 10'-0• ,a••6. 16•-0" 18•-W Roof Framing, TJ-9001. (4)MaximumY7 shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJle 560D Joists 4" 6" 7" 8" 10" 12" 14Ya" 16Ya" 4" 6" 7" 8" 10" 12" 14Ya" 16Ya" BEAM DETAILS FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES 18- 360 1•-0. V-0" V-6' 3'-0• 6•-0• W-W 14W 1'-0• a'-W 6'-6- 9'-0. 14'-0. 16-6- 19'-0- Guidelines for Closest On-Center Spacing per Row 560 l'-0" V-0" V-0" r-0' 6'-0. 10'-0. 16-6" VV 6'-0• 8-0. 1 V-6' 16'-6. 18'-0" 19'-0• TJIfD(1)(2) Rim Board 1 Ya" TJI®Joists 110 210 230 or 360 360 560 560D 20" 36o 1'-0" r-0" r-0" T-0• T-0• 6•-0' 11•-0. wv TV r-6" 4'-0" T-0. 12'-6^ 16••6" 19.0' 20'-6" BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Ye-TJ® TimberStrancr LSL TimberStrand®LSL Microllame Parallam* " z r r " 560 11-0" 1'-01 11-0" 11-01 V-6" 5•-6" IV-15" 15•$" TV T-0• 6'-0^ 8-0. 14'-0. 17'-6' 19'-0" 2U-6" BEARING AT WALL and 230 560 Rim Board 1Y4" 1Y2" or wider LVL PSL Depth 9Y2"•11/e 14-46" 9Yz"-11/a" 14"-16" 9Y2"41/•' 14"46" 18"-20" 11/ 14"46" 18"-20" 22"-24" Rectangular holes based on measurement oflongestside. OR WINDOW HEADER CONNECTION CONCRETE WALL 3 • Leave Ya"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. ® 8d(0.113"x 2Y2"),8d{0.131"x 2Yz') 4" 3" 6" 4" 3" 3• ;" 4" Filler Block(+) 2x6+/a" 2x8+Ys' 2x6+Y2" 2x8+)�^ 2x12+Y2" Two Two Two Four Ya"x 15 • Tables are based on uniform load tables in current design literature. 1Y"TJ Rim Board or Strap per code if top plate 2x6 2x8 g � 10d(0.148"x 3'�,12d(0.148"x 3Yi') 4"13) 4"(�) 6" 4' 3" 3" 5" 4- (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing . For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located LSL or blocking for lateral header 16d(0.162"x 3Y2") 6" 6" 16"(4) 6"(5) 615) 6"(a) 814) 6" Cantilever Filler 2x6 2x10 2x6+/a 2x10+/" 2x6+y" 2x10+Y2• Not at the center of the joist span provided that no other holes occur in the joist. sheathing sheathing sheathing sheathing Not applicable Support (1)Stagger nails when using 4"on-centers akin and maintain%"joist and panel edge distance.One row of fasteners is (Detail E4) 4'-0"long V-0"long applicable gg g spacing p g pennienfast fastener 4'-0"long 6-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams panel edges)for diaphragms.Fastener spacing for TJI'joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block l+) Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI'joists. (Detail F1 Ya"or%• Y4"or%" YB"or 1"Net 2x6 2x8 2x12 Two 3/4 x 15" ,55E TimberStrand® LSL Headers and Beams plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'A'and staggered. or H2) sheathing over column (3)With 10d(0.148"x 1Yz")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the To mount Filler (0.131•x 3 2") P (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1ya"(to minimize splitting). Nail Size (0.131'x 3') largest hole(minimum) hen er ' Backer 0131•x 3' 9 (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). ( • ) Y3 depth Column Face mount Protect Untreated (6)Can be reduced to 3Y2"on-venter if nail penetration into the narrow edge is no more than 1%"(to minimize splitting). Filler 32 50 Allowed hole zone hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Qua ail 2) 15 Contact with recommendations listed above. ntlt)A Backer 15 15 ----- -- ------- See current Weyerhaeuser concrete •Maximum nail spacing for TJI joists is 18"on-center. r O O L1 L2 L3 y L4 ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of V into the TJI joist or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain Y•gap at top of joist;see detail W.Filler and backer block 0 L ------ -------- literature for framing connectors s " dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). o 0 0 0 0 1.55 E TimberStrand®LSL ■To minimize splitting,maintain edge distance and row spacing of 2Y2 x nail diameter or/a,whichever Is greater. (2)Clinch nails when possible. ■Nailing rows must be offset at least y"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole Size Multiple-Member Connections for To Loaded Beams and Roof Framing,TJ-9001. Joists must be laterally supported at 8" 8" 9.4%9YF- 3" p p- 11Y^-11/ 3/e" Fastener Installation Requirements O cantilever and end bearings by blocking 14"-16- 45/8" Piece #of TJI®joist floor framing does E1 panels,hangers,or direct attachment to Fastener � g P 9 General Notes see Illustration for snowed hole nine Width Plies Typet') Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. • Round holes only BEARING AT 10d nails 3" 3(2) gg mid-span blocking 12" side so they fall halfway between y COLUMN 2 12d-16d nails 3 Y4" 2m One side fasteners on the first side. • No holes in headers or beams in plank orientation. Screws 3Ya"or 3Yz" 2 24" • 10d nails 3" 3t2) Al Other Trus Joist® Headers and Beams 12" Both sides DO NOT bevel Lit joist Rim board joint Microllam®LVL B 3 12d-16d nails 3 Y4" 2 E2 between joists 1.3E TimberStrand® and Phone am PSL 1%a" 33/$"or 3Yz" Both sides beyond Inside fa of wall. j DO NOToverhan seat Screws 2 24" Load must be applied evenly across on beams beyon the inside LSL hole zone hole zone 2 x diameter of the Y3 depth 5" One side entire beam width.Otherwise,use face ofsupport ember, largest hole(minimum) Verify column capacity 10d nails(" 3" 3n) connections for side-loaded beams. - DO NOT cut notch or drill and beam bearing 12" One side holes in headers or beams L5 length.See current 4 12d-16d nails(') 3 Y4" 2'�' (P P y) d 1 except as Indicated eIn o L--- -J 0 0 Illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides o 0 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 3/4" " One side L6 form a header or beam of the required size,up to a TJle rim joist Microllam® LVL and Other Trus Joists Beams 5"or 6" Both sides maximum width of 7" 1Y"TJe Rim Board or Parallam®PSL Header or Beam Maximum Round 1 3 " O IV or 1 312"TimberStrand LSL. allowed hole zone Depth Hole size 3/z 2 Screws 6/a 2 24 One side L3 A2 Yz"bolts 8" 2 24" - middle Y3 span 43/8" 1" d 1.3E TimberStrand® LSL allowed hole zone d 5Y2 13/a (1)10d nails are 0.128"diameter,12d-16d nails are 0.148"-0.162"diameter,screws are SDS,SDW,USP WS,or TrussLOKe B1 L1 7y"-20" 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H 1 See illustration for Allowed Hole zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 62 • Allowed hole zone suitable for headers and beams with uniform loads only. NAILING AT BEARING FLOOR L5 • Round holes only BEAM O No holes in cantilevers. COLUMN CAP { TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in headers or beams in plank orientation. I Load bearing wall above 1Ya"TJe Rim Bo d or � g ) 1Y4"or 1 Y2"T'mb rStrande LSL. Joist may be shifted up to 3"if Use B1 Or B2 at �i One 10d 0.128"x 3" floor panel edge is supported( ) P s PPo P intermediate bearings WARNING 8d 0.113"x 2Yz") nail into each flange ( and span rating is not exceeded. with load bearin or nail each side.Drive Do not cut Joist flanges. g Joists are unstable until braced laterally t;tED Ai�C nails at an angle at bracedishear wall Bracing Includes: g ' P1 2"from a Plumbing Drop from above • Blocking • Sheathing • strut Lines \ PN k F /�(� O End of joists • Hangers • Rlm Board • Rim Joist �� 3Yz'minim m of centerline L2 COLUMN BASE 1 Y4"minim In d b ring intermedia a bearing Also see detail 62support �► i ";� a�JI single-fame y a plica i ns 5Y4"may required / s� I for maximum H1 r O'�9743-� �O Shear transfer:Connections equivalent capacityto floor panel n fling schedule ty t9 �� Rim to TJI®Joist o / DO NOT walk on joists DO NOT walk on joists DO NOT stack building /1!1 El of N E� 1'/s"TJe Rim Board, o until braced. that are lying flat. materials on unsheathed 1�"or 1 YZ'TimberStrand®LSL. Vie 560 rim joist:Toe j o / Additional joist is required ff ` INJURY MAY RESULT. joists.Stack only over nail with 10d(0.128"x O o WARNING NOTES: TJI'110 rim joist: floor panel edge is unsupported L4 . . i 1 - beams or walls. P2 ( ) nails,one each side ® or if an rating .4 o Exterior Deck DO NO use sawn Lack of proper bracing during construction can result in serious One 10d 0.131"x 3" nail into p g is exceeded. ,. . each flange TJle joist flange Tile 560 0 g Attachment accidents.Observe the following guidelines: floor joist /umberfivrrim TH Details 210,230,and 360 rim joist: Structural 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and INSTALLATION TIPS o board or blocking, properly nailed. One 16d(0.135"x 3y")nail into sheathing y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be ELEVATED o as it may shrink LM each flange. •Subfloor adhesive will improve floor performance,but oaccomplishedy temporary permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. COLUMN BASE 1Y4"minimu b ring With dep hs>16",use TJI'360 rim joist. may not be required. o aRleu�installation. 3 afe y bracing of 1 4 minimum must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. To Yew Y Safety 9 (minimum) Locate rim board jo►nt between joists. o Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or r• 1Architecture �• .+ }7 �• •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' one layer of unnailed sheathing. Kel 1 KaZel Al C�1 l.eC l.tl.�l e BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE o mini on-center for TJI''110 Joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI'joist with web stiffeners Is not a substitute concrete 1 knockouts o H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 2 Windemere Court 1 ( ) �" extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. ` 1Y8"T r Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with P.O. Box 169 1Ya"or 1 Yz"TimberStrand®LSL. 12"on-center two 8d(0.113"x 2Yz')nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or •When joists are doubled at non-load bearing parallel (see WARNING). coating on this product may contain titanium dioxide.Wood dust and titanium dioxide are substances known Speonk,NY 11972 partitions,space joists apart the width of the wall for to the state of California to cause cancer.For more information on Proposition 65,visit .com/inform. Optional plumbing or HVAC. Bearing plate to be P3 non-shrink flush with inside face Pone: 631-874-2925 K O Drive nails at an See framing plan(if applicable)or SUSTAINABLE Fax: 631-874-7377 grout One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). of wall or beam FORESTRY angle to minimize y INITIATIVE Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus keri@kazelarchitects.com side of member at bearing, splitting of plate and Roof Framing, TJ-9000.For minimum Weyerhaeuser Joist are registered trademarks of Weyerhaeuser NR. © 2020 1Y2"minimum from end end and intermediate bearinglengths. Certified Sourcing 9 W e!]S� Weyerhaeuser NR Company. All rights reserved. Date: September epntember 9, 2021 ai M may September 2020 Reorder TJ-4015 Y This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoistInsta//ation Guide, TJ-9006, which should be referenced for additional information. Scale: As noted D3 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING I Project No.