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48146-Z
TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48146Date: 8/3/2022 Permission is hereby granted to: Rosen, Scott_ 9 Rodsfield Ct Huntington,.NY...Y.11743 ._wwwww 7..7..7.. ...m...m...m...m..w-wwwwwW_w_ _ww_7._. _ 7 77 7.7.7. 7.7_w ........ To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, SCHD & Trustees approvals. At premises located at: 850 Lupton Pt Rd.............. www.www_.ww................w....w ........ ww SCTM # 473889 Sec/Block/Lot# 115.-11-16 Pursuant to application dated 6/27/2022 and approved by the Building Inspector. To expire on 2/2/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,084.80 CO-ADDITION TO DWELLING $50.00 Total: $1,134.80 .................................................................i....... ....... Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502ibw� a,wrili611 ✓ii "� For Office Use Only Date Received PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. -ID& ' VAL APPLICATION FOR BUILDING PERMIT Date: OWNER(S)OF PROPERTY: Name: �� 1U R S IJ Tax Map#:SCTM#1000- Physical Address: &50 L O P El's G K Phone#: 15G 3 &3 2p O Email: r j �e 2 e-as 1 Mailing Address: CONTACT PERSON: Name: 5a rkt- f- boV e Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: MOQ 14 SG 44 w/q turt Mailing Address: 19d Phone#: Email: ,re Ia� L'd CONTRACTOR INFORMATION: Name: u 0 Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION E]New Structure tKAddition VAIteration ORepair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes kNO Will excess fill be removed from premises? es []No PROPERTY INFORMATION Existing use of property: 5 rJGc.1G �A 2 E J Intended use of property: �- Date of Purchase: Mame of Former Owner: S use district in which premises is situated: Are there any covenants N restrictions YESw_.. re Zon this property? ❑Yes"i� . .. S,PROVIDE respect to l eoru . , .��...�.�._ Ttt owner wantrectoeNd A no u,�, a e.a^a B alti Aft f I-C'adi ut,,° ,� aaal�aa{rrgC�as,a cern k xp +sk' tot a. vadranrm,nrwa'4m^.awrzar pr 4'�r�k Chal 236 of the Town Code.APPUCATION is KCRESY fVtAt96 to the Sondra#Ctropurrm ont for dsa+tasuanRe est a 6sr s,fortaing Parma stn.904t to timo dunk s, 80 4 rt(dinanctt of the'roa rr at Southottd„Work,County,Htw Vose and othee acpdsUo�Ok Aws,s7rdnun't„et or rto�rfatdtmt,for the aorvtstructtl zn of bawktd4ngfa« adddRons,altoratwat or for renrrmvai or dornolWon as homlto dour4tsast the aPttgtaant mdroes to cortulwlY with atp apPtt akata taws,or dtttar raaFl t urNkttn6 au de„ 6 sparct ortt rule s 414"te uts rnado hertz n ucaa Authar Iy, �patsdA mAdew�naw puasudn pts dsectton I16�insWtor5 of tfno Plou+York State I'o¢ta9 Law, ou" hos,shams C d on tire New and to ate Penal foe necassarW n ALIthClrN2ed Agent �,'Owner ... ppi _.i.. ed d (print�na�m��e y w._ ) Date: Signature of Applicant STATE OF NEW YORK) SS: COUNTY OF �- ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, �� ittraaior (5)he is the _.�� A �' c�"""""' ft �`orpot^atc Office ed the said work._m�.._".�.�..,. ..�_.�....._.,..� orp gen etc,) of said owner or owners,and is duly authorized to pe"f`i, or have perform and to make and file this application;that all statements contained In this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Notary Public (Where the applicant is not the owner) rets tling at �p 1- `I„•t”t.f f �C Y� L C �._do hereby authorize. �,. la!^'/ ► „ . Gf�apply on my behalf to the Town of Southold Building Department for approval as described herein. Zoy std er's Signature ate Print Owner's Name FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 14, 2021 TO: Mark Schwartz (Rosen) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated June 1, 2021: For permit to: construct additions and alterations to sinale-familv dwelling at: Location of property: 850 Lupton Point Rd MattituckNY County Tax Map No. 1000 - Section 115 Block 11 Lot 16 Is returned herewith and disapproved on the following grounds: T_ he pro osed construction on this nonconformin 19 166.90 s . ft. lot in the R-40 l ispis not e�rrr fitted a•suant to Article XXIII Section 280-124 which stage lots measurin r less tlaaa 20 Of)0 sc oars feet in totalize re irc maxinium lot coven re of 20%. The site Dlan notes the lot covera e at 22.2%. Authorized S" Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. 08/18/2009 B•16 7656641 BOARD OF TRUSTEES PAGE 02 E STREET ADDRF— S OF A ,jEc.T srrE- 60 t.UPTON MMTROAD AUG 2 7 2009 p ArnTUCK NY 11052 �wCJAME, � o 4 1 1 $ SCS', » wju s 2 ." STREET.APT3016 N ORK NY 1012A Wz � N NOW 1 uRN To oE NEW 1l,' L K E A TC) E'° CONSTRUCTED IN ceCONSTRUCTED LAN " � ' �. � LOCATION AS M TCN C Ir F�°STIN(;1�CKH� � �a �� ���e F RETURN Q BUL10JEAD ISNn1UED Q t , �. 5 PROPER T THE T AS SEPARATELY AP- PLIED P ps KH A , 1 om EXISTING BULKHEAD TO BE REMOVED Y OUrnNG AT » ., GRADE UPON C WARD OF NEWSULMEADATI I WN 0 F S 0 U q 1-10 LD DEEP HOLE CREEK M u 1'" SI"»,.Replace existhig buftood t I t1 A ��Rza all t ragwd14 theproptrty of 1 o ! 1 t1 zz , -too t a t retainfog wall 1110 'm#1000-1 I .I 1 q ti 1"lar=,. a.t by 11A° " 1Ma MLW PROP.I ,;RmI"1`6 " ICE L'ti MeP 1 ok Q eek AT:N4auffixk 1WRo%617,CntcfjzjLp:p .Ny 11,9.45 SUMIk STATE,Ne Yoric M 11`,.F1 td„ 1t", 631-134-5800 f COUNTY OF SUFFOLK "b-� L STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT,MD,MPH Commissioner A"It-Ilk PERMIT CONDITIONS Project Name: 850 Lupton Point Road Health Services Reference#: R-21-3217 SCTM #: 1000115001100016000 Revision#: 0 The attached plan,when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval,which may be indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan)expires three (3)years after the approval date.Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable)for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey Is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Single Family Residences (Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling.This includes inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. This can be done by calling the department at(631)852- 5754, or through the ACA Portal at. p - .�,p:p j� _ OF In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling(631)852-5700 between 8:30a.m. and 9:30 a.m.,the morning of the inspection.Article Vll of the Code, "Septic Industry Businesses,"requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings,additions to existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 p Project Name: 850 Lupton Point Road Health Services Reference M R-21-3217 SCTM#: 1000115001100016000 Revision M 0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct,the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences (Form WWM-041). EXCAVATION REQUIRED FINAL AS-BUILTS WWM-078 WWM-080 WWM-073 FOR I/A OWTS I/A REG. O&M SERVICE CONTRACT WWM-016 Page 2 of 2 .__ ...'._ BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10071 DATE: FEBRUARY 16 2022 ISSUED TO: SCOTT ROSEN&LORI,GOEDERS ROSEN PROPERTY ADDRESS: 850 LUPTON POINT ROAD MATTITUCK SCTM#: 1000-115-1146 y AUTHORIZATION , Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in p g accordance with the resolution of the Board of Trustees adopted at tits meeting held on Leb Am 1 20222,and in consideration of application fee in the stem of VW50.0 paid by r�Fto erc 'L r` Coede s Rosen and subject to the Terms and Conditions as stated in the resolution, the Southold Town hoard of Trustees authorizes and permits the following: Wetland Permit to construct additions and alterations to the existing 3,742.1sq.ft.dwelling consisting of a landward side 27'x7' (184.5sq.ft.) addition; an approximate 251x28' varying dimensions(302sq.ft.) addition onto the southwest corner of the dwelling; construct an approximately 141x5'varying dimension(29.6sq.ft.)addition to the existing 747sq.ft. upper level deck that will have approximately 310sq.ft.of deck removed in order to accommodate the addition to dwelling; for the existing 267sq.ft.lower deck to remain; construct a 221x22' second i story addition; relocate existing bilco doors to accommodate new addition; remove existing septic system and install an I/A septic system; install gutters to leaders to drywells to contain roof runoff; and to install a row of staked hay bales and/or erosion control silt fencing; establish and perpetually maintain a 15'wide non-turf buffer landward of the bulkhead; and as depicted on the site plan prepared by Mark Schwartz&Associates, received on February 11, 2022,and stamped approved on February 16,2022, ta N �4! IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 16th day of February,2022. w FDJx .. .......... � TERMS AND CONDITIONS The Permittee grcrsa acDori Caoeders ltcaen residin at 11501r ton Point Road lvls"ttituc , New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ri ' S0 Town Hall Annex A.Nicholas Krupski,Vice President * 54375 Route P.O.Box 11799 Er}gSepenoski AL Southold,New York 11971 Liz Gillooly Telephone.(68 1).765-1892 Elizabeth Peeples Fax(631)765-6641 �► BOARD•OF_TOWN TRUSTEES .' TOWN OF SOUTHOLD •February 22; 2022 Lisa,Poyer Twin Forks Permits 288 E. Mdnte(Uk Hwy. _ Hampton Bays, hl 1,1946 RE: SCOTT)RsEN & LORI .00EES►,ROS1 .. . 0 L1PTOi PONTRtAG " n . Dear s: Foyer ° G Wednesday, February 16 2022 thae fol{cruin . action during its re ular meetin held iib The Boa°rd"of7owi g a g g 1"rus�t�. ° " y� ry mg ding the ak�o e m� fter: WHEREAS, Twin rorks.Permits, on'behalf . TT`IROSEN & LORI GOEDERS of SCO � _ . COS EN app ie the he,$ ut of Town Trustees fora permit under the prIovisions of. lied to the, odthol p wri'Code; tate Wetland Ordihance of the Town 'of ..' Southold, application dated ,li ly 27 2021, an'd WHEREAS' said a lioa Tori way; reo"Id,T6 . . Council and to the Local Waterfront" , wn Copenrat�ort Adv�so .. pp ..ti�• South rr , firxdli° s . Coordrnatorµfor their n ro and recommendations, and, WHEREAS, the LWRP Coordinator.recommended that the proposed application be found Consistent with the LWRF, and; WHEREAS, a Public Hearing was.held by the Town Trustees with respect to said application on December 15,2021 and February 16, 2022, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have.personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter'275 of the Southold Town Code, e project as.proposed health, safe and enerl yelfere°of tle a °t p 1 pos t the . . p p a � not affe WHEREAS, the Board has determined th ed writ . eo le dfutetown;. l � LVEI that fig mrti wati°n µfa" . H� t� + ,� � IT, on theManagement . r the. �. trse based u rad Practice re uitern' t irr� � � � � . � e t p w . . o action t onsistent with the nodal°LLate. p if`ront Mt 11 adorn Program, urs'u,n e p;tre ° ° tees� eerr�s Chapter os a ove h oar° o rus of,the Southold `own Cdde arta , ° . . nt to . . . RESOLVED, that the.Be°ard of Trustees ees spprove the applicstdrof SCOTT R1 �V .ORI GGEBE' R&ROSE ° to construct additions and-alteratiore to the existing ,742.1s .ft. dwelling consisting of landw rd side 2 `x7' (I 4. sq.ft.) addition; an ppVarying ( q. .) addition onto the southwest corner of the dwell incoistruct an approximately mansions 302s ft . 14°x5°�raryin .dimensiori (29.6sq.ft.)addition to the existing 747sq.ft. upper level deck that will have approximately 31.0sq.ft: of deck. lower deck t ryNin , for the existing 2sq ft moved in order to„ m g „ remain, ce a 2 x22 second.°sto addrtio to dwelling;acro truest lob re accommodate it i"i� relocate existin bi septic,s etem install t utters tc waders to °m fills°to 4c° p rc sy tent and end to ins -a, ,doors to ition, remove existih s iinstl a % g noff . tow o to ed o establish rpp, ha ° all y +iii`°erosion conti`ol°silt fencirr and 4 rti ain roo rr marntarn a 15 wrdeales and . UIk6ead; and°.as ep cted oq�°the ° .. site plain'prepared°by'Mar c 602 Ass oto t no &�A�seerlates, re"�ved ori,Fek�rra�ir)r '11; stamped approved ori February,16, 2+p22.. Is si ried. Fees mu and ermi issued within�six m be complete roj° :y.. e the'perro° u Permitto construct,and p tem vrtll°epi ° are, if eppli . . � . cable, p onth �o t �e date.of,this n tification'. Inspections.are required at a°fee of$50.00 per inspection. (See attached schedule:) Fees: $50.00 Very truly yours, e Glenn Goldsmith President, Board of Trustees GG:dd --- SCTM 91000-11541-16--- - DESCRIRnON: EXISnNG: REMOVE: ADDRION: TQfALAREA SOT COVDtAGE E=VATE: FILL- DEEP HOLE CREEK s DEEP HOLE CREEK \ _ m mom . � � Elu5TrZG� LW:ER pfCK *y'4\;\\ \ V €-;.mom m wvsa �H4f:6 rt. YS• ssfMm - \ \-\ METES AND BOUNDS BY:T.EASON LAND SURVEYOR DATE:1/27/21 LTr.FLoortaoomoN L ` ecumec � s-- �� K 2ND.FIAO0.ADDn10N i US611NG GRAVELa J - F } .# - a JID) ■ - 1 FEB 1 12022 � t - ' 1sr A2FeooRnDOInoN � HAY BALE OR SILT FENCING -. _.- _ i=ce 401T 116 1F � . g APPQED BY BOAR S OL R POSED SITE PLAN I"= - WEE x° - - i - y 3i; •- _• pia PROPOSED NEST ELEVATION xw SCALE:1/8"=V-0" 0 FEB 11 2022s EXISTING WEST ELEVATION SCALE:1/8"_.P-0" g - s - A-1 i N } t t 6z PROPOSED SOUTH ELEVATION u Po SCALE:1/8"=P-0" z a s6 A FEB 11 2022 8-4 ofX EXISTING SOUTH ELEVATION SCALE:1/8"=1'-0" A 0x a m"a N PROPOSE® EAST ELEVATION SCALE.1/81-0El 0 N FEB 1 20 Onoi i g � EXISTING EAST ELEVATION SCALE.1/8'-1-0 - o a F xasnm eecamm [ wpo � # a WW 0 t a IlV Ra6�.n ue IMNf.ROOM m EIS �m FEB 1 9 20?2 s: 8 P€ REaRaoM � p�3 d X EXISTING 1ST. FLOOR PLAN ®mRaow SCALE:1/8"=1'-0" ' A-4 d \ W W x / wwiwc Qne>u J umou�ms� ' kE oc Ro hd € $ bsl= Limg a - = FEB 9 92022 r � A / all PROPOSOD 1ST. FLOOR PLAN w � SCALE:1/8"=y'0 t O _ A-5 a � - o x i o� yaB w s E FEB 4 1 2022 �F EXISTING 2N®. FLOOR PLAN SCALE:1/8"=V-0" a IA-6 �o Baa NZU O� h ECEIVE S i F EB 1 1 2022 g M e PROPOSED 2ND FLOOR PLAN i SCALE:1/8"=P-0" A►-7 s . r1r �x 3 xa� Ou f s _ , EXISTING SITE PLAN o F SCALE:V=3U-(r DRNEYlAY �r FEB 1 1 2022 d 1 °0 a' O - IS1 a AS-BJI T SITE-N.ORM TION OF NERRAM— s- - _ � 5i.FF_lx,,.!h.T' x rAEID IOCO 1 5-11-1G u '3 'g EXISTING 3 BEDROOM I STORY HOME PROPOSED i BEDROOM FIRST AND �I-M CFS SECOND STORY ADDITION.TOTAL OF 4 BEDROOMS. _ -LOT AREA.0.44 ACRES 19,1 GE 90�F -PROPERTY LOCATED AT 550 LUFTON PONT ROAD V G O MATT TUCK TOWN OF 50UTHOLD,SUEF4LK COUN"TM-.NEW YORK SURVEY PROVIDED BY T A50N L5 DATED 1-27-2021 -VERTICAL DATUM NAVD 1956 DATUM a S69ry ,i WATER,ALL G4 L,s IN 15OLF CONNECTED TO:'UBLIC:NATER y C �Vn rt DEEP HOLE 5_R A€ai-_R A EELK AD SHOMIN ON SIDE PLAN,NOTE PRCPLRr Hr5 - Ec�i CREEK E E Of NCNRlsc!c lcN. I_ 2M 3 °OKOOK.I STORY HOME,PROPOSED I BEDROO�ADDITION AND ECGND STORY. „, ,„„ „„„ ,,,.,n.s ! �.r. _ ga_ 2.SITE 41\-AC Rz =N EYATIOM1S TO BE L.SE,.FOR(A ON,TS SANT R. Y5:EM + `-� CONS R}-[O JN -EXACT PROPERTY BOUNDARIES,JTILTY LOCATIONS ANN ELEVA-I ON5 METES AND BOUNDS BY.T.EASON U1ND SURVEYOR . ARE NN- uaRAar DATE:1/27121 _ 2 r to 3_ 1FERCNCE EIS A,IONS BASED ONPROPERTYSURVEf 'xs €€ 1 4,ON T UTILITY MARK CUTS TO BEP RP-:Ws CO BY CGM';:�A`70R PRIOR TO PERFORMING FIT E IlORK j \ - rT_ 5-SOIL T€5 HO-E P =GE7 5Y 7.0'4D GR055E I DATED 3 7-2021 Ails"^ 6. T V YYASTEY P R TOB P A5 5Y.0,VK BY U N EJ PLUMBiNC-C04TP.AC`OR. SUiLDING DEPT �a Ex"siING PRO C5E A C' SE- iC 35 L"P _ R00RE-1-1—ENC, ` LOWFII DEC, F,?t-.�'- A t-5. Ll! Q LO Ex15'fiNG a' �- 2.ON(IHYDROACr-ON BLOWS. VENT AND CONTROL A55E 4B_.. C) Of 0')HEPEk DKK 3.THREE 131 8 S X 4 75 X 4 EFFECTIVE DEPTH.EAC TNG CALU Y5 Z 4.ON {1 b_5 X 4 7 FUTURE EkPAN 40N GA1EY5 Q ZE�l } c, j=am Q) CE,4 EMA,5ANMtARY Y eTAHAT'NNCT,3. Z o A Tt 5E 5 r! r-.. D FOR J ,4 DRCOM HGME PER SUFFOLK COUNT' C) +� ! er.B NT c, A r RD t`„oU t1J d Y IMPROVED-PUBLIC WATER s � \ 2. d F P 4 D-a+i -"N T 'OCATED P.5 SY,NYJN AND B ANCH AST IRON � Z Q NOW OR FORMERLY Y -§.*y A SDAiOk [PwT.^.h S- 4 C SGR3>DOV`N�TREAM OF FOUNDATION. E%IStING IMPROVED-PUBLIC WATER Z O BRAND LIVING TRUST i i'2 SlY,HOUSE CP 3. A OWT5 SHALL @ TESTED.`NAND TER TIG PvC 55 PRIOR'G ARRE'ING ONSITE USING THE NOW OR FORMERLY EXISTING TREE TO REV.' SIN.FL 19.62 M HN APPROVED BYMANUFACTURER. L1) P JANET CAROL DEREGAER 4_ THE DESIGN Eh INEER ALT OVERSEE '1E O'R`*5 DURING EMERGENCY€NSTALLAT.ON AND ( 0- /wjtro.E ttvt -MITCHELL REVOCABLE TRUST EXISTING TREE IS IN Pba�' f l!€f f i\ 5. E G SYSTEM STARTUP.LER 5HAL BE Ll C N5E0HOLD AN ENDORSEMENT FROM 5CD.5.4ND BE A � J Q CMCOICCN REMOVE AS `f. NECE_SARY Ott °91T` A ^r-A-�7i3`>x,'.3-I< P G .a APA MRATE t A.4 tF FXrS!!NG 6. 14 Y>T F;S fi. 5 R.T: N S P E4 '5 '.- 0 H -F- Lf�} OD EXST.NG TREE t0 4EYAFN� .f I f fSkDPR S]WaARD ANBARCSID . j - `s,t M1 F 3 4 R >u PSC ... i S Y.. df\ A.REi:u.EP} SU• .� E%BTING 1 UNE N BE e1OCATETi By 7. S GERATC3.4 AF �;1EYA C OC?=Y�..+'�L F- b THE 4,A`T i 4..� KC.DEP,AND THE GARAGE �� ^PLUkBAG SCRIEACTCE PROPER-1`00,M SHALL BE PROVIDED.O 5CDH5 FOR VA OWT5. Sue i8 fis C. APAC MIND R 5HALL NOT BE INSTALLED UP TREAM OF THIF G4 75 M, R -'=fEN R E,N 45 0 ALL N07 BEFLUSHED-.O PR P060)SEPTIC SYSTEM ,�- * !O. IS R_`20"t-IS T4 OBT JN ObA'N ._D=P.`FRMS T5 AS NECE55ARY PRIOR TO r (- IM1 TALLATiON OF THE PRO705 D SEPTIC SYSTEM QYFRNFtA '�.r `T FLECi+1CA EEPM. I I. H NATE PIE HC.D BE PASSIVELY ELY YEN^_D THROUGH THE HOU5E ROOF VENT.THERE T - SHOULD BE NO HOJ5_.RAP IN TALC. C�.AliROL RF@.Ano&9i5E,F ` -! + ""_" A_c PUB-1-1 A_SER O,TQ r - - REMNN AND BE MARKED OUT NOTE ao tr2 •I RELOCATE AS NECESSARY IF t0 i00T Z SETBACK DANNOT BE AC-IEVER p A) GsEU YGRVA.,PQI` - .. LLL !O'�' LPa G I/A DWT. .. n CD y � xa= .{„SED tvREE(3}n SOOT _ ie.nmux c s R W PRECAST LEACHING GALLEYS A§ W Y REVISE D PILANS ROVED l4i2022U) 2 \ W p1 EX A SON OPOSEDU 50%FUTURE PERM' F 'R. t��t •f Si _ V)Q lQ HYDROACTION 1114 OW - iE 0 >s:t1 S1 J.,_f ._( 0 L_ N - DATE:2--17-22 0>1 _ _ f SCALE:1:30 - � R DATE 1211112021 H F3_- c- R-21-3217 DESIGNER:TAO SHEET: AP'''0 f� `.==tlF 4 tSF SANITARY SITE PIAN 0 W 60 — I ta� gwt�N�am�c�Mi� tP vA�'C-L LI a I I � � � tiP80 COMPRESSOR I I II 5CA...`:NT5 ' I 3 CIACURHREnKFA COTES: L!-2U MffS I2aYwC Q w0Lo _ _ U rn I-1YQR0 AC-TION 1-PAN-400 UA 04VT5.CONTROL PANEL.AND HP80 COMPIIE55OR w ~ r 5—urs AaE,F teary W Z 1 Q Z hYDROACTION LPAN-400 FOR RE51DENTIAL 5TRENGTH1 VA5TEWATER UP TO 440 GPD.DE5IGN FOR 4-BEDROOM 440 GPD. MYQROACTION LPAN-400 SINGLE LINE WIRING DIAGRAM d Y 5ECONDARY 5AFt TY COVER5 TO BE IN5TALLED UNDER ALL TREATMENT UNIT COVERS. SCALE:NTS w Z j U5E WITH HYDROACTION REMOTE HP80 COMPRE55OR BLOWER A55EMDLY AND REMOTE PLC CONTROL PANEL. Z O PLC CONTROL AND HP80 COMPRE55OR TO BE REMOTELY I1\15TALLED ALONG FOU NDAT(ON A5 5HOWN ON 51TE PIAN. w _ TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE AND PROPERLY BACKFILLED PER MANUFACTURER RECOMMENDATION5. , IN5TALLATION TO BE PERFORMED BY A.iYDROACTiON AUTHORIZED IN5TALLER ONLY. - `� _ -_-£ - -_ - - J Q START-UP AND 5ERVICE TO BE PERFORMED BY A HYDROACTiON AUTHORIZED 5ERVICE PROVIDER ONLY. _�— a =E - � _ -- 'o _ o 2 DE516N NOTES D7 1-FOOTt COLLARS SHOWN 1&INCH COVER MATERIAL SHOWN: MINIMUM 12-INCHES TO GRADE MAXIMUM 24INCHES TO GRADE - EXIS FFE.19.6T# 20 ., . .. -., ...,.., 12-WCH3 RISER$T0 GRADE... EXIS:GRAOE EL I9'3 _ - _-�-- �EXI3.a$ADc EL 19`3 CIEANOVT EXI&GRADE EL F5.83 G TING TO GRADE EMS.GRADE EL.13'3 - m EMS GRADE EL.t8'# �) Z PROP IE:IT.O'3 g� F—®—( T �n 41NCH PVC SDR85 IE.16.0 IE 15.9 IE.16.&'t ® ®� ®�gRomm®ir_'y� .2=9m �:9ppp-�A' "'"-" LII O 15' ,....MIN$LOPE 02'(4F _ ,._-..,,,. . _ _ » em ����®®® em en zz »osom emi ��� ��� n 41NCH PVC;SDR35 2min��.�.osen Ingergmeme! � em Emm 'i"�'�� MIN SLOPE;Oi'tlF �®��i�25PS 2m endr ��engm�2m� �w ®P� �i�t�i^5�32'9{� f~ a¢ BASE OF CHAMBER EL.12't 10, HYDROAQTION LPAN400.-.. NE. , (3X)4 EACHtNG GALLEYS SPACED 2-FOOT APART! L x W14-I NCH SDR35 CROSSOVER PIPES < ¢0 MINIMUM 3-FOOT SETBACK FROM BOTTOM OF SYSTEM TO m GROUNDWATER ZQ iE 2 (n 51 NO GROUNDWATER _ DATE.2-17-22 ENCOUNTERED DOWN TO EL 2.7- SCALE:NTS o' VOy� ' ��' DESIGNER:TAO 10' 20' 30' 40' 50' SHEET: HOUSE SANITARY ELEVATION PROFILE 5CAL E=NT5 N FIN. FL. 19.62 R �" N PROP. IE: 17.0't EXIST. - - h, CONC .;. PAD I - ;` r — — � 146 6.5' t r — _ GRADE a7:r CLEANOUT AT FACE OF BUILDING Nr5 t -- oaerc eaa•.w . @Z t a f �•�"S' ca 6E05RJIGE3 �{� r � P P RLCCAED 850 L FTC1RCPD ATUGC.NY 11.5a2`. , EXISTING DA'ED 3-17-2021 AT 1:45 FM Q tV GARAGE N. F - \ w O LO SLAB 18.89 N _ A ER w . ` R LACE EX LNG - e •a• ooa+M-o Z E« LU RICK LSr KWAY O z L f - cn a Y $,d 18. 219' EL EL M1e�RDG>Dv6'ATE cr z U EX.CONC.,APRON 18.66 ENca nre�ED Z O p 4'deeP 18.0 14.2 17.$ \ DW f< -- -`f 8 TEST HOLE INFORMATION w a� �r o EL Lo r t OD 49 1 FINISHED GRADE---------,- _. 10' MIN �`' 1 COVER MIN.1'MAX.2' 8 N i=F PROVIDEP_ CTIVE ® ®�® ' CURBING R S S - ®®®®®® i 10' MIN ®®1�®1�®� ®v_qV-917=�4v®}v=--q4V-q z € } w aQr t O zz p Zi U) O TEST HOLEiNA " }Q o EL.14.7 ax � GROUNDWATER MIN.3' Q� <m Q EL LEACHING GALLERY DETAIL NOTES < � 19.07 5CALE.NT5 j 18.66 LEACHINGA f f P3c�..E ,�-wC_--.---� DATE:2-17-22 _V11 `� _ k vi- E T C- _ N C, r " E L ti LL SCALE:1:10 \ � r'1 - u L_-1-1, c- l * ` `""� - DESIGNER:TAO 5f,5AON, 5A5E OF � SHEET: _ \ ,ktST��ifz u�CC�Dt ISN STr� AUNT 50 r 20• C C,..,te > 5 .a �.'a -E 3-ECE P?. -,-' D A + 4G -.O,•. r v.E� L- � -' 1 A ,3t< R _ � A`3-=�T SAN(TAf Y`SITE PLAN — C? AROUND,.•LE_r.N- . _ tN_ ._ a, -,Gu.. ,= _ - BOARD MEMBERS7 Southold Town Hall Leslie Kanes Weisman,Chairperson �� " 53095 Main Road• P.O. Box 1179 ' Southold,NY 11971-0959 Patricia Acampora �, �t Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. � " ► >" 54375 Main Road(at Youngs Avenue) Nicholas Planamenta "+ Southold,NY 11971 f http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631) 765-9064 :March 3, 2022 Lisa Poyer Twin Forks Permits 288 East Montauk Highway Hampton Bays,NY 11946 Re:. De Minimus Request; File #7556 Scott & Lori Rosen 5CTM No. 1000-115-11-16 Dear Ms, Poyer; We are in receipt,of your correspondence dated Febmary 22, 2022 requesting a de minimus approval for proposed additions and alterations to a single-family dwelling. On the submitted amended site plan,dated February 17, 2022,and in your letter,you indicate that the applicant proposes to update the side yard addition to the dwelling facing the easterly property lire to a more landward location,away lrorn the waterway (Dee Ip Hole Creek),as recommended by the Southold"town Board o1µTrustees. These amended intproventents have resulted iii,no change to the approved lot coverage;but have created a non- conforming conforming side yard setback of 23.9 feet,where 25 feet is required: Since the aforementioned improvements are located more landward, further away from the waterway, lot coverage has not increased, and the amended improvements uphold the intent ofZBA Appeal No. 7556,1 have determined that your request is de minimus in nature, Please be advised that all conditions will still apply. Contact us if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. f1ine, Weisman Chairperson cc: Michael Verity, Building Department KEF rI F(0 R K S 288 E. Montauk Highway PEHampton Bays, NY 11946 ERMITS 631-644-5998 - info@twinforkspermits.com now February 22, 2022 -Via Hand Delivery- Leslie Kanes Weisman,Chairperson Southold Town Zoning Board of Appeals 54375 Main Road PO Box 1179 Southold,NY 11971 RE: Zoning Board of Appeals Case No. 7556 Owner: Scott&Lori Rosen Situate: 850 Luptons Point Road,Mattituck,NY SCTM No. 1000-115-11-16 Dear Chairperson Weisman: Please view this letter as a formal request for a de minimus change to the prior ZBA approval,case no.7556 dated 11/18/2021. The footprint shape and proposed side addition location was shifted'to a more landward location. As per these revisions,I am submitting four(4) copies of the following documents: 1. Amended project description revised 2/22/2022;and 2. Revised site plan,floor plans and elevations as prepared by Mark Schwartz &Associates last dated February 10, 2022. The proposed revisions include updates to the footprint of die proposed western addition and the location in relation to the existing structure. There is no change to the original approved lot coverage which sought relief from Article XIII,Section 280,, Subsection 124 for relief of 2.2%(425.4 sq. lf.)for a total lot coverage of 22.2%(4258.8 sq.ft.)where 20%(3,833.38 sq.ft.)coverage is the maximum allowed. Please review the enclosed materials for the requested de minimus revision to the site plan. If you have additional questions regarding the overall project,do not hesitate to contact this office. Thank you. Sincerely, /2)qt Lisa Poyer Principal Planner BOARD MEMBERS � " Southold Town Hall Leslie Kanes Weisman,Chairperson 60f S (/j � 53095 Main Road • P.O.Box 1179 ;► Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location: c+ Town Annex/First Floor, Robert Lehnert,Jr. ►' 54375 Main Road(at Youngs Avenue) Nicholas Planamento � �` Southold,NY 11971 http://southoldtownny.gov PA4RIVED ZONING BOARD OF APPEALS 6 12:�� ^ TOWN OF SOUTHOLD NOV 2 9 2021 Tel.(631)765-1809 • Fax {631}765-9064 So hold lawn Clerk FINDINGS, DELIBERATIONS AND DETERMINAT ON, MEETING OF NOVEMBER 18 2021 ZBA FILE: #7556 MAR 9 NAME OF APPLICANT: Scott Rosen and Lori Goeders Rosen PROPERTY LOCATION: 850 Lupton's Point Road, (Adj.to Deep Hole Creek)Mattituck NY . SCTM: 1000-115-11-16 ` S Q_4 AA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under.SEQRA. S1J1 FOLK CGLiN"ly AQWhLISTRALIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated July 28, 2021 stating that this application is considered a rrtatter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION:,_, This application was referred for review under Chapter 268 Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 5, 2021. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposal to increase the permissible lot coverage over 20 percent is INCONSISTENT with the following LWRP standards and therefore is INCONSISTENT with the LWRP. Policy No.. l-The expansion of an existing structure over the permitted 20%lot coverage is inconsistent with the above policy and it does not support a pattern of development consistent with the Southold Town Comprehensive Plan. The expansion of structures in areas vulnerable t flooding and storm damage is unsupported. Policy No.4.1 -The residential structure does not functionally require a location on the coast and is not water dependent. The installation of a I/A OWTS is recommended as CONSISTENT and LWRP findings of INCONSISTENCY will be mitigated with the installation of an Innovative Advanced FA OWTS Septic System and the conditions imposed herein ' F 1� �7 C'l"�S Df$ 'CR l 1, N: The subject, non-conforming 19,166.90 square feet, .44 acre, rectangular- OP' �� shaped, waterfront parcel measures 100.00 feet along Lupton's Point Road (a private, 20 feet wide right of way), then runs south 182.58 feet along a residentially developed lot to the east, then runs 101.64 feet along a wood bulkhead at Deep Hole Creek and returns 200.76 feet along a second residentially developed lot to the west. The subject property is developed with a one-story,wood frame dwelling with attached garage, an attached bi-level wood Page 2,November 18,2021 #7556,Rosen SCTM No. 1000-115-11-16 deck with steps, a gravel driveway, brick walkway, an outdoor shower, and a wood ramp and dock as shown on the survey prepared by Treimane A. Eason, L.S. and dated January 27,2021. BASIS OF Pl?LlQA[1 ..N: Request for a Variance from Article XXIH, Section 280-124 and the Building Inspector's June 14, 2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-fancily dwelling;at; 1)more than the code permitted maximum lot,coverage of 20°%; located at: 850 Lupton Point Road, (Adj.to Deep Hole Creek)Mattituck,NY. SCTM No. 1000-11541-16. RELIEF RE jES"�"E : The applicant seeks a variance to allow for excessive lot coverage of 22.2%where the code limits lot coverage to 20% in the R-40 residential zone. The applicant seeks relief in order to expand their home through additions and alterations allowing for the expansion of a first-floor bedroom with the addition of a walk-in closet; the creation of a kitchen pantry; enlarge the existing kitchen; create a f1•ont porch, an entry hall with closet, and laundry room;and to reconstruct the second floor with a loft,office and balcony over the first floor. The applicant proposes the removal of approximately 338.2 square feet of exterior decking and adding an additional 854.9 square feet of habitable space and exterior decking. N, DFI-10�lA.,l:N ^OR ATIf l No member of the public or immediate neighbor spoke in favor of or against this application,however,several letters of support were received from neighbors prior to the public hearing.. The property is covered by the following Town of Southold issued documents: • Certificate of Occupancy Z=1662 dated July 29, 1963 fora private one family dwelling • Certificate of Occupancy Z-3524 dated July 11; 1969 for a private one family dwelling • Zoning Board of Appeals..decision#3397 dated November 6, 1985 for construction of a deck 45 feet from the bulkhead • Certificate of Occupancy. Z=15522 dated December 19, 1986 for additions to a one family dwelling • Pre-Existing Certificate of Occupancy dated November 21, 1988 for a one l"amily dwelling • Zoning Bard of Appeals decision #4106 dated July 6, 1992 for construction of a.deck 37 feet from the bulkhead at its closest point • Certificate of Occupancy Z-28083 dated November 14, 2001 for additions to a one family dwelling FINDINGS C :I The Zoning Board of Appeals held a public hearing on this application on November 4,2021 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 267-b :I b 11. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Lupton's Point is a private, residential, neighborhood developed over the past 100 years and is accessed via a 20-feet wide right of way that meanders through the peninsula offering residences on both side of the lane waterfront access from rear-yards. The terrain follows the coastline and is irregular establishing a unique community of a variety of house sizes and styles. Most homes are built at non- conforming locations, many do not meet required setback and several properties appear to exceed allowable lot coverage. The requested relief of 2.2% excessive lot coverage over the allowable 20% will not create a noticeable or undesirable change in the character of the community. Page 3,November 18,2021 #7556,Rosen SCTM No. 1000-115-11-16 2. Town Law 267-b ; b 2 . The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Presently, the site is developed at 19.5% lot coverage so, virtually any increase in the expansion of the existing dwelling will require variance relief. 3. Town Law 267-b b . The variance granted herein is mathematically substantial,representing 11%relief from the code.However,most of the proposed renovation is within the existing footprint and the,applicant proposes a very inodest addition of 425 square:abet of living space 4. Town Law §267-b('3)(h)(IL No evidence. has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 267-Ir b 5' . The difficulty has been self-created. The applicant purchased the parcel after.the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-4. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to their single-family dwelling resulting in 22.2 percent lot coverage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. I l SC f Il l°°IC 11 I Q I lI RQARR: In considering all of the above factors and applying the balancing test under.New Fork Town Law 267-B,motion was offered by Member Planamento,seconded by Member Lehnert,and duly,carried, to GRANT the variance as applied for,and shown on the Site Plan and Architectural Drawings illustrating the existing conditions and proposed work designed by Mark Keith Schwartz,Architect labeled S-la*b,A-1-through A=4,A- 4a,A-5 through A-7 and dated May 26, 2021. SUBJECT"I'O THE FOLLOWING CON I IONS: 1. The issuance of a Wetland Permit from Town of Southold Board of Trustees. 2. Installation of a new Innovative Advanced (UA) Sanitary System as approved by the Suffolk County Department of Health Services. 3. Prior to receiving a building permit,the owner(s)of the subject property cited herein must sign a statement acknowledging: a. That the applicant(s)have read this determination and understand the limits of the variance relief granted herein; b. That the applicant(s)will immediately contact the Building Department if a demolition, as defined by Section 280-4 of the Town Code,l occurs during construction, or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permit; c. That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing, to modify, suspend or revoke such NOTE: Section 280-4 of the Town Code defines"Demolition" as any removal of a structure or portion thereof,where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. Page 4,November 18,2021 97556,Rosen SCTM No. 1000-115-11-16 approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV, Section 280-141 of the Town Code. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void. That the above conditions be written into the Building Inspector's Certcate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delayv and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing,before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconf orrnities ander tlae zoning code. This action does not authorize or condone any current or future use setback or other,feature rel"the subject property that may violate the Zoning Code, other thein such uses„ setbacks and other features ei.v c)re expres,�ly cztldreµssed in this action. In the event that an approval is granted subject to conditions; the approval,thc°ill not be deemed effective antil the required conditions have been met; and failure to comply therewith will render this approval nail and void Pursuant to Chapter 280-146.(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson)Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted (5-0). QD Leslie Kanes Weisman, Chairperson Approved for filing fl/ -��/2021 say k 4 a N, O7 //f U!% i���llf��/. ZONING BOARD OF APPEALS ;r�%/ //���%i Tawe I-taIl Annex 54375 Route 25 P.O.Box 1179 Southold New Yore 11971-0959 Fax(631) 765-9064 Telephone(631) 765-1809 ZBA FILE: #7556 NAME OF OWNER OF SUBJECT PROPERTY: SCOTT R SEN a LOM GOEDE S R SEN PROPERTY LOCATION: 850 Luptons Point Road, Mattituck,NY DATE OF ZBA DETERMINATION: November 18, 2021 SCTM No. 1000-115-11-16 PROPERTY OWNER'S STATEMENT Uwe,the undersigned,am/are the owner(s)of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number: #7556 Dated: November 18, 2021-9 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction, or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV, Section 280-141 of the Town Code; S. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner (s) Signature of Owner(s) _....._ 9 meted: .LL Sworn to before me this f 7 day Sworn to before me this qday of ... __....._Mw . z - Notary-Public Notary Ptj�)lic ;1!:'of N(Fvi 1+i3 O';bra Ir 4132 f.lrl._fes ± ) . ■ �[} w ~ ~ )f/ q _ _ Bldg � �§( Final Date e �2jj /e / br . � �d �2 k ■ at PROPOSED 2ND FLOOR SCALE:�8Z "=,' ® A7 a \ ' 6 90 X w (l\ IdA+ER DK \\ \ \ \ �o °x3 o 1 1 6Z6 __.. mo EXISTING SITE PLAN SCALE:V= 30'-0" AV OM'EWAY Q ��1,pT kgs j0.\ � �� 0 F J _ Ido dpi copy from 26 Y iisel reviewed dasuments q A __- ZBA rue#-5r' - r+^ �` Date: It J2 �J a\ O `JUL 2 7 2021 c a ®E _®®® ® 29- xr PROPOSED WEST ELEVATION ° SCALE:118"=V-O" o xo jg BdD[copy from ZBA sf reviewed d ments A File# Date: 1 18 MM-013 130ME3 DO ME®®® EXISTING WEST ELEVATIONF SCALE:1/8"=V-Q" t— 7 AA #. « E ` «-� w _ a « '—i r 00 PROPOSED SOUTH ELEVATION �FCv SCALE:118"=1"-0" a Bldg Deist copy from ZBA - FirSg,r�vwwed dacumentS ; M 2BA dile Date:j, mHly EXISTING SOUTH ELEVATION '° SCALE:1/8"=1'-0" IA-2 - _._._._.-._._._._........ ._._-_. - w mi , - E I!J _LF-L, IL r. - �z� PROPOSED EAST ELEVATION a SCALE:1/8"=P-0" ❑ ® DeFa COFY fro FIR m a Fttf�(r@Yi@a$ UmE{iCant 5 26A iie LiIUD . ® N EXISTING EAST ELEVATION r SCALE:1/8"=V-Q" <_ !4 s A-3 L Q%U DECK °x xd Maw UPPFIi DKK z paa »n 5 x FAMILY ROOM ^"� unuwsi c+uwc So gg t Q'II$Y —— S®d ale#'t a a --—————————— Date: Xeam DWROOM GARAGE `g EXISTING 1ST. FLOOR PLAN aim SCALE:118"=P-0" A-4 f°{ Z/`1 un®eucwxc f,-s� jf ie"Fn QK f SQSHELI01 Z f{ X r f i xa TOTAL ADDITION (333350.Fr.i ado IN:t.G GQOM yy Bldg aeAt opy m 2 All flrze(etkv - uman[5 a" _____________ 713A file# Date'111 I I f J BEDRoom TOTAL ADDITION , WS 9Z Fra �! A XAmuCAMGE � ......................................... EXISTING LOT COVERAGE AREA 3742.1 SF 19.5% EXISTING 1ST. FLOOR PLAN + 516.7$F REeaOnm SCALE:1f8"=P-0" WITH FOOT PRINT ADDITIONS > TOTAL PROPERTY LOT COVERAGE AREA 4258.8 SF 22.2% A-4a aaacn� m-o^ mss= rs, e-ax Etcrc"�.i�vv�a�K t 's av q t - ai Ltd2SEi ii t O 0 PAbM , w h e�xx.w I� tt {SAiTf^n S£DAOQM .7 °x �....._. �. ausus x 0 a " t; FBldgept cofrom Z6d_ -_„�. - le# --------- ) Id4FbQBY MC HDROOM Ulu s tp7 71 t �' V ai s _ EX 3 PROPOSED 1ST. FLOOR PLAN SCALE:1/8"=1'-0" 7-5A � Ell F1 F1 22L ]\ q \\y �[( |! i � § ■ EXISTING 2NQ. FLOOR PLAN SCALE:18"=V A- 7 REVISIONS: SCTM # 1000-115-11-16 DESCRIPTION: EXISTING: REMOVE: ADDITION: TOTAL AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 19,166.90 SQ. FT. 0.44 ACRES ESTIMATED AREA OF GROUND DISTURBANCE: 8000 SQ.FT. HOUSE: 2185.3 SQ.FT. 694.0 SQ. FT. 2888.2 SQ. FT. 15.0% 300 CU.YD. 50 CU.YD. Q°0 GARAGE: 482.2 SQ.FT. 482.2 SQ.FT. 2.5% �O UPPER DECK: 747.1 SQ.FT. 208.5 SQ. FT. 5.6 SQ. FT. 544.2 SQ. FT. 2.8% 10 CU.YD. 5 CU.YD. 4y LOWER DECK: 267.5 SQ. FT. 267.5 SQ.FT. 1.4 FRONT PORCH: 28.0 SQ.FT. 28.0 SQ. FT. 53.0 SQ. FT. 53.0 SQ. FT. 0.3% 15 CU.YD. 10 CU.YD. \ S OUTDOOR SHOWER: 32.0 SQ. FT. 32.0 SQ.FT. 0.2% 9° DEEP HOLE 2>, a CREEK Fairp oolfg SEPTIC SYSTEM CONVENTIONAL EXISTING TO REMOVE NEW I/A SYSTEM 200 CU.YD 150 CU.YD V•�� °'vT \` \ GRFBGFFFR DRYWELLS (4) 8'dia,4'deep 30 CU.YD. 10 CU.YD. r 10, BG 1' [O� ,64 \RoMB \ \ BGpFF \ �- \ C'� \ R \ TOTAL: (19.5%LOT COV.) -236.5 SF +752.6 SF 4258.2 SQ.FT. 22.2 % 555 CU.YD. 225 CU.YD. \ 4'deep �`• \ DW/ 22.8' 3l \\ \ \ 202' LOWEREXISTING CK \\ \\� METES AND BOUNDS BY: T. EASON LAND SURVEYOR �o ♦/ o EXISTING � t9.T \• \\ \ ^ / 17.4' a \ LEPER DECK to.o' _ \•�\ \ O ` DATE• 1/27/21 Q o \ q! N ^ \ \ /8'dla\ \\•j O • 21 8PUNTER 5.3' /,, I 4'deep I'REMO o. iN DECK W V �I DECK) N N' \ \ �I EXISTING 4X8' OUTDOOR \ / / INSTALL NEIN STAIR 3� SHOWER (DECK PORTION TO BE REMOVED) 20.2' 5/ O EXISTING // �\ 0 7 EXISTING DECK ✓!/// // PORTIONS TO BE 1-1/2 STY.HOUSE ✓PROPOSED/� / EXISTING\�Fq0 REMOVED ADDITION 5PTIC SYSTEM \ N FIN.FL.19.62 / T BE REMOVED PROPOSED DECK ADDITION �....{ N ER SCHDS \ (5.3'X 2.1'ANGLE) / EXIST. 29.7' ✓� RE IREMENTS CONC. f P St "bbi \ PAD al G, 6.5' ................... PROPOSED / �jOSHONCRETF) \ Q� V / WAUT EXISTING AC UNIT IO I EW BE UNIT TO BE AND "- M NEW UNITS TO BE ADDE \ \AV7•C_ N EXISTING GARAGE /I TOP SOIL I / `O SLAB 18.89 / / ry\ LOCATION / AIEPIACE EXISTING _ EL / BRICKWALKWAY 8'dia\ 1873 21.9' EL / / EL (L J Ll 8'dia 4'deep f - EX.CONC.APRON 18.66 / / 4'deep \ DW/ / 18.07 14.2' 7.81 \DW �1P EL >>, EL �CJk 18.49 I 3 '� 6zNo ooBaoo,oH 17.79 ^ �b NEW I/A NITRO SEPTIC SYSTEM TO F J P^ �6s EXISTING GRAVEL BE INSTALLED I DRIVEWAY (DESIGN BY OTHERS) / /V i o z 4, 9° TEST HOLE !\I O U EL 19 7.. 1 I A WSJ Q�/ � Ey O EL F roti 19..00 7 /EL GCT /18.66 / ,OtiFti HAY BALE OR SILT FENCING �i o LIMITS OF CLEARING TO BE F NO MORE THAN 20'FROM _.�_,_,_,_�•_• C\, / ,�� `� PROPOSED WORK AS INDICATED ON SITE PLAN oz 1 l X• °� t' of � `V STORM WATER MANAGEMENT DETAILSCD N v 0 m Q) ° a` +U,. 100%RUNOFF AT DRYWELL DRYWELL x aui LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: CA m o 0 � `eau TOTAL ROOF AREA: 3853 SQ.FT. 644 CU.YD. (4)8'dia.,4'deep 676 CU.YD. � ,� w 0 � v PROPOSED SITE PLAN ca y , o � u SCALE: 2O-O NOTES: It O US �� _ �� OGEE GUTTER-STANDARD 5" s It LoU 1).EXECUTION: Cf\ Cn .- ) A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 00 c CA v 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR � ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE'WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. W a).COPPER/LEAD:FLASH AND,SOLDER GUTTERS TO DOWNSPOUTS AND [� ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT H \ CONNECTORS. u 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL O CONNECTION WATERTIGHT. (A DRY WELLS TO BE 10'MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. Do 0 IN O � C O H FF x BUILDING DEPT � :T01PJN OF SOUTHOLD `:v3 �Y C I t r++i a a. DRAWN: MH/MS SCALE: JOB#: '+ ' 3 -� °� 6/24/2022 .0 F`0j 4f,.. SHEET NUMBER: S- 1 REVISIONS: =1 E= F=1 C - - -- - — ----------- - L — 00 co 1000, Hill 11 1 1 Ll lill I il I-T- I ill Hill 0 Hill H Hill 1 111111 1 Hill I I I 1-7 1LJ1 PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" w Q � O W � z w 0 U o 0 00 O o v m �N'Ell o a� rn �; u � � V A � Ln Uiuiuiuui 0 �- It 00 w rn U N EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" x f 4 �A c DRAWN: MH/MS SCALE: 1N , JOB#: 6/24/2022 war,T�:.01r IS. f SHEET NUMBER: A-1 REVISIONS: I - 00 En Ll llul I 1 11 11 1 Hill 1111 1 1111 ; 1111111 JI - _ Q o z PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" � O O H � w oz W ° � 0 N v m p O X v � N +� 20 p .� 1 u O w u Lai rn U �, v•� in N (u .o W W d U O N U x EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" ' t°► r...Q. �C � E DRAWN: MH/MS SCALE: JOB#: 6/24/2022 SHEET NUMBER: A-2 REVISIONS: co IOO � Z d' / \ 0 r� J-1 l J_— l .___I I 1_ L--. T - 'I 1 7117 111 F — – HH I IF PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" � o 00 x Lo H O z w � o z W ° � � � H 0 0 O cd w � z v N � w � IF w u 0 IIL--Jll N EXISTING EAST ELEVATION SCALE: 1/4" = V-0" ����yr C•` DRAWN: MH/MS O� a 611� SCALE: r . 8, JOB#: + e f 6/24/2022 SHEET NUMBER: �,� �� A- 3 REVISIONS: -------- 00 ® w 11 1" Yyl I I 111 Li I 1 11 O 0o H - - F�--I WT 1 144 1 1 1 1 11 1 1 1 1 - - - PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" � o O w H U o 0 v E v cri O R+v X O cz w ,x L E o 0 � N 41 N , H O cnd N V x EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" DRAWN: MH/MS � SCALE: JOB#: . 1^ ; 6/24/2022 SHEET NUMBER: ~` A-4 REVISIONS: LOWER DECK UPPER DECK I DINING ROOM 1 U ll CATHEDRAL CEILING 11 ' II 11 11 -- UPPER DECK I I 1 0O 1 KITCHEN 00 BEDROOM BUILT-IN BENCH I I I 1 1 I I 1 1 1 1 1 1 I I I 0 WALK-IN /\ T CLOSE FIRE LIVING ROOM FAMILY ROOM PLACE D CATHEDRAL CEILING N 1 BATH TH l 1 ENTRY 1 TH I 7-4 FLAT CEILING EX.SEPTIC BEDROOM I Z EIALL I EXISTING CRAWL SPACE Iu F••��{ Iry _ EX.]X10 F1 IDIR'fiC u�u E� ATH GARAGE \ .. =iB=N F�A�• Lff . •��i 3XB FLAT . ................................................. IW I� Ix �E%]%AFI •V ®Ib'OC Iro BAIME T Ix IW EX 3 91/7 MI GIRDER EX 3 9-1/7 ML GIRDER I • _Fx.]%B FJ • SIT• 1E�B`F�• EX.SE"ICE BEDROOM .� �.�p�.SL.�.�a�.�.�.�...�.�. } L�Is oc O 11 ap 1. UP•J I% ' i EX.SEPTIC v � EXISTING SLAB ON GRADE -�I -___....' EX.DBL FJ • —��EX.DBC D;•"I I IEX]%R Fl EXISTING 1ST. FLOOR PLAN SCALE: 1/8" = 11-011 a" I� Z O v EX.7XR FI a r 00 EXISTING GARAGE iJ;tioNFIAT • _ ®16"CIC LOFT CD PUBLIC m N �y O ' WATER m W V v N o rn "' o p ,-+ w "'t, 'C EXISTING FOUNDATION PLAN 0 0 °' r 0 � , SCALE: 1/8" = 11-0" � 0 4 cz t L[) u v v N � w3 v. w O Q d L N N M DRAWN: MH/MS SCALE: d �✓"±y� �,',� "� � JOB#: P L {a,"t: I �* 6/24/2022 EXISTING ROOF AN �+ .0 �E •' SHEET NUMBER: SCALE: 1/8" = 11-0" A-5 REVISIONS: r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I \ I \ I \ I \ I \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 8"THICK CONCRETE WINDOW WELL (ALT.:6X6 ACQ OR SCAPAVELL) \ EXISTING LOWER DECK / z HORIZONTAL PROJECTION(le DECK) / \ / O — - #5 REBAR @ 12"OC Z / f REMOVABLE STEEL GRATE 4"min. I — — — — — — — — — — — - - — — — — — — T-0"min. ,a LADDER T j — RUNGS I I @12OCR �. PROJECTION ' EXISTING UPPER DECK I Z '� 44"max *ADJUST FOR LARGER WINDOWS F o• (OR LADDER EGRESS WINDOW (WINDOW SHALL BE ABLE TO Z O•° (PER CODE) OPEN FULLY) O ,Q I EXISTING DECK / o' TO BE REMOVED DRAIN GC TO REVIEW THE CONDITION OF I / WINDOW WELLS TO BE COVERED WITH STEEL GRATE. U • EXISTING FOUNDATION WITH NEW I Zj COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT POST TO BE INSTALLED.CONTACT O USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. o' ARCHITECT WHEN EXPOSED TO O • EX.SEPTIC I min.6"DEEP GRAVEL . CONSIDER ADDITIONAL SUPPORT WINDOW WELL DETAIL BOTTOM OF SILL C EGRESS WINDOWS SHALL BE NO MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. ADS DRAIN PIPE �� L 1 o• 44"max. NTS LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER O•°. I THAN 44 INCHES AND SHALL PROJECT NO MORE THAN 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY I FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O• OF WELL ' EXISTING FRAMING TO BE EXPOSED FOR WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF • C • a I ARCHITECT TO EVALUATE ri �•�{ 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER EXISTING CRAWL SPACE 11! OPENINGS AS REQUIRED. GC TO REVIEW ACCESS TO CRAWLSPACE ' EXISTING DECK AND REVIEW WITH ARCHITECT I SECTION / /TO BE REMOVED / I H-j► I -812it4-6 81-011 / 41-01y /NEW I / DECK / -' #5 REBAR J / ,I✓ G/ V \\ \�c' @12"OC , �' d� o 0 (TP) < O ! - -���- r Q v ' EXISTING DECK i /� ° I SECTION v #5 REBAR / O o •° I@12"OC /� �•° /TO BE REMOVED 0 / LL • ' I REMOVE BILCO FOUNDATION BUILD NEW DUTCH WALL TO LL O -� I +I o STEP DOWN WITH NEW STEPS v _ w rN 00 O H �{AT FORMER BILCO LOCATION x �D EXISTING BASEMENT ------ I v' w N �,,, i /I PROPOSED BASEMENT o � 7-0"BLK.WALL I INSTALL NEW LALLY COLUMN _ _____ 8'0"PC WALL i----------i w/ POST ABC N ) ,4 / - - 2'X2'Xl'FOOTING UNDERI E IF o : I 1 _LR-E�..LM __ 00 v,' _ADCE(3)9-1/2 ML GIRD #5 REBAR i NEW LALLY COLUMN NEW LALLY COLUMN Qi N I I , I , 0 w/2'X2'Xl'FOOTING w/2'X2'Xl'FOOTING (TYP) ° I O O II I 1 -----}- ---'-- --'----------------'-- - ------------------! I II 1 --- - -- --• ----7 r --I-- --C----------------'-- --'------------------- I Fo 7E] O REMOVE EXISTING LALLYCOLUMN AND FOOTINGI , • 1 ------ -------- --- --------- ------ o 'v 1).GENERAL CONTRACT SHALL REVIEW PROJECT SITE PRIOR TO CONSTRUCTION. [-a REPLACE w/HSS SXSXI/4 TUBE STEEL COLUMN --------- BEARING WALL FOR (3)1-.�/ 7-1/4 ML GIR ER , , 3)1-3/4X7-1/4 ML GIRDER (3)1-3/4X7-1/4 ML GIRDER , , I REVIEW WITH OWNER AND ARCHITECT FOR ANY CONCERNS,MATERIALS,OR O W FOOTING TO BE 3'-6"X3'-6"Xl'-0",REINFORCE w/ OF REMOVE EXIST.LALLY 2ND FLOOR ABOVE •• •-- •-- --' I ' _ I COLUMN AND FTG. v' ANY EXISTING HARDSCAPES OR VEGETATIONS OR TREES TO REMAIN PRIOR TO (4)#5 REBAR EACH WAY REPLACE WITH NEW ° I.J. O • : '. MN E I ' 7'-6" 7'-61/2" 7'-6t' I COMMENCEMENT OF WORK. a Z O I ° �O 1 1 LALLY COLO _ _ _ 2'X2'X1'FOOTING °� f r ------ ° 2)r"I .ALL DIMENSIONS OF EXISTING AND PROPOSED TO BE CONFIRMED PRIOR TO �4 EXISTING SLAB ON GRADE FJ o p o o ; J ° i VO D CONSTRUCTION.NOTIFY ARCHITECT FOR ANY SUBSTANTIAL DISCREPANCIES w O •___ _ ___ , - TO RESOLVE IMMEDIATLY. Q, FLEL OIL TANH I , ,•° I E rn 0 / d - 3).MECHANICAL UNITS,HOSE BIBS,ABOVE AND BELOW GRADE ELECTRICAL,etc. v = TO BE ADDRESSED PRIOR TO EXCAVATION. 00 N LL I .• '; V _ o 4). ALL SITE PREP(CLEARING,SILT FENCE,etc)AS PERMITTED AND REQUIRED BY C --------------------- - TOWN TRUSTEES AND BUILDING DEPARTMENT. HANGE�TO 36"X24"'ACCESS OPENING ('V 00 O (2)1-3/4X7 1/4 ML FLUSH I r-- N ,o � v , ° � @� a I a° 5). EXISTING FOUNDATION HEIGHTS VARY AND SUPPORTED WITH EXISTING _ 0 ---- ----, 2' 4"o I DUTCH WALLS THROUGHOUT.REVIEW WALLS NEEDING ADDITIONAL SUPPORT �. I D OR UNDERPINING.NEW WALL DEPTH TO BE 8'-0"HIGH(TOP OF FOUNDATION EXISTING SONRY PORCH ° ; ^ TO MATCH EXPISTING FOUNDATION.NEW WALLS TO BE 8"THICK,POURED PROPOSED CRAWL SPACE �� TO EMOVED I #5 REBAR ° i ° D,' I z CONCRETE FOUNDATION,3000 psi.FOUNDATION TO BE DAMPPROOFED AS 'OC IZ O PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. ---- `� v a • v •� ' . '. v a • v •� —' -- - — — —/ - - ------- ----------------' D ° I ° ;O Z in 6).NEW FOUNDATION WALLS TO BE INSTALLED ON 16"X8"CONCRETE FOOTING, CD LL Ap �2AS I v •4 o v .c I I o , 2X4 KEYWAY. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL r' +, o d -------------------------------- _ : DO FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). N O #5 REBAR X MASONRY PORCH •o . �Q #5 REBAR ------- bC�XWI'45 RE - --------- ♦ O mc j@12"OC a ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTEir1 @1z"oG ° ; ° J 7). FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. RYP) 95%RELATIVE DENSITY ASTM D-689.COMPACTION TE '° (TYP) W m INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING O m r _____ 'v_____ ° '_/__NECESSARY.SLAB TO BE REIN FORCED_WI.TN_6X6]0/LO W __ - -----------V. I ; c ' ° ;� WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE C v v a .v v 4 • v •� v v • v •� v •� 4 • v •� -------- D REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE O X O f - ------ - ---------------- - ' ----------------------------- ----------------------------- I - a • v AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL P•+ � w g D ------ _____ _ JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE Z v ------ ------_ _-_---- I „• : 1 THICKNESS OF THE SLAB IN DEPTH. C, v ;� • - ----------------------- ----- 6'-0" 61_OII 5. 4., ) . 1 8).PROVIDE 2X6 ACQ SILL PLATES(MATCH EXISTING MULTIPLE PLATES) UNLESS Co 10'-0" MASONRY STEP I 11-Q r 1 Ol/2n OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE ^ �� �� SHIELD AND SILL SEAL. U r a; 121-011 71-21/211 41-011 jn 1 " I n 9).INSTALL 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, v 51-611 18'-8/2" 5-6 I 00 v INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A I ' 23'-21/2" MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO 4 W IBE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 10).DOUBLE UP FLOOR JOISTS UNDER NEW PARALLEL WALLS ABOVE.PROVIDE IBLOCKING AT 8'-0"O.C.,MIDSPAN,AND AT ALL POINT LOAD LOCATIONS. CA 11).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL W SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MIICROLAM JOISTS, — �— 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I u EXISTING GARAGE JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD V TJI WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). O 12). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE.ALL DETECTORS SHALL BE INTERCONNECTED. Q N •'.• PUBLIC x PROJECT NORTH WATER PROPOSED FOUNDATION PLAN �� ; r f, ''. ' SCALE: 1/4 — 1 -0 ea p„ ' �• r DRAWN: MH/MS SCALE: Elbe v1 11 JOB#: E=n( ps �+ 6/24/2022 dC�g SHEET NUMBER: A-6 REVISIONS: B A , EXISTING LOWER DECK 39'-1" 17'-5" '� 21'-8" � RE-FRAME WALL w/ 2X6 STUDS 5'-4" T-11 1/32 9'-6 15/16 T-11 M32" 101-101, 101-101, REMOVE DECK REPLACE EXISTING WINDOWS CXW155 CUSTOM 6'w PICTURE CXW155 EXISTING UPPER DECK 3 2X10 HDR ( ) (3)2X10 HDR (3)2X10 HDR _ _ _ _ _ _ _ _ Ce LLj 0 � p ( BALCONY ABOVE rh X �o WATERPROOF UNDERNEATH VLu 01 PROVIDE VINYL 1X6 T&G Vl I O , , , , EXISTING DECK TO Z I UNDERw/TRIM(fYP) ' ' ' ' BE REMOVED wi CXW135 P6039 CXW135 6X5X1/4 10 TUBE STEEL E'3i R / I ' PLANTER QQ Posy �--------- � I ; EXISTING DECK ^ I � , TO BE REMOVED H I V ' I �x I , O 11Z( C � EXISTING KITCHEN DINING ROOM I ; ALTERED Q I I � � 6' -8'/z" 3'-0" 1'-6" 8'-011 4'-0" C EX.CATHEDRAL CEILING I .I 00 O O O I I 11 O ' 3'121/2' 3 -6 41-011 41.011 I .l ; o II LL ° '0120 Q - Q 0 o AR41 ~ I €t I -_-�-�-T- - - - - - - - I .I � O � I FWG60611L I , I , I I 3C I ' TEMPERED (3)2X8_ 1 . , I I p , Q WET ; ; ; E. ISIilNrii SfAlfk ; i ; ; ,No Z ; a/ I , I �I p I _ O (3)2 8 HDR (3) /4 1ML HDR TW2846 TW2846 BAR I �Tq BPS RFM(?VEP , I I I I 1 REPLACE EX.WDW REPLACE EX.WDW AN31 ' ' ' ' ' ' ' ' ' ' I 00 I '" ' I I 1 I I I II I n 0 -6 (#1-t/4-X7-V4 (2)2X8 HDR 1#/4-X7-fi4-ML-w/-(2)T2" _ - '- I , ER 31-21/411 , BUILT-IN STEEL UPSET BEAM I I , ; E SNG DECK O r - - - r _ _ _ BENCH I , 111_1" I B REMOVE / —r I I I I _ — — — — — — - WET MASTER BAR ' — — — — — — — -C - I I I t I I I I r —_ I — 3/4X11-7/8 L FLUSH BEBE AM -� BATH MASTER B EDROO \ Y 1. — — — ' — — — ' r ' , AI ,(O ENrN bE11s „ „= , IM TRAY EI ING(10'CEILING HEI H ) w AGC TO REVIEW MASONRY CHIMNEYIO�� MFOR INTEGRITY.INSTALL 6X6 STEEL ' , , , I I 10'_31/2" t '— 6'-1" V 16'- '2L-SHAPE ANGLE. REVIEW CONDITIONS , , ' ' ' ' �� " '��I { I WITH ARCHITECT PRIOR TO INSTALL. , '6' # AI , , , „ n u I - O I . .t .; ; ; ; ; ;; ;; ;; ;; I ; I BATH NO. 2 n = N I Q _ Lu FIRE _ _ _ _ _ _( 1-3/4X14 MI.UNDEkEj RIDGE _ _ _ I \ 1 a Lu EXISTING FAMILY ROOM PLACE I I -1 -1 �4 ZO U a CATHEDRAL CEILING ' LIVING ROOM 6xsx1 I - — — — — ' � �' N CATHEDRAL CEILING TUBE STEELS — I -N r ) 8 3)2X8 HD `t \ W D EXISTING CJ TO BE REMOVED P07r — I N 2'4 2'-6" d' VERIFY EX.RR(MIN.2X8 @16"OC) I �' 1 -` 1).DEMOLISH EXISTING WALLS AS INDICATED ON PLAN.GENERAL r - - - r - - - r - - _ , I E (STING STAIR TO REMAIN M '-1 O' 7'-7/2" v0 CONTRACTOR TO INSPECT EXISTING CONDITIONS RELATED TO ALL O Q �\n _ I I PROPOSED WORK FOR DEFECTIVE MATERIALS,ROT/DAMAGE OR INFESTED I I I I I �L - 00 00 I 1 ` TE MATERIALS.ANY AREAS FOUND TO BE DEFECTIVE SHALL BE IMMEDIATLY I 1 I I I o0 I I N , BROUGHT TO ARCHITECTS ATTENTION TO REVIEW. 30X45 30X45 30X45 = _ 1 II ' 1 11 ' ❑ v I I M2).REVIEW FINISHED MATERIALS,SIDING,ROOFING,etc.WITH OWNER. I I SKYLIGHT I I SKYLIGHT I I SKYLIGHT I p l 9-11 11 -5/2 6-3 � 51-31/211 \ I I I I I I �I`o `" �O 21'-3'/2" I I cx,. d- 71-91/211 1 1 rr I L Q 2X8 HDR 4 I I I I - 7-9/2 31-31/2" \ ,11 p 3).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH - - - L - - - L - - `31 `Lh RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER ' 2'-6" ' , (3)1-3/4X9-1/4 ML MANUFACTURE'S INSTRUCTIONS. — — — — — — — — — — — — — — - - - - 10'-0' - - - - - - 4).MATCH PLATE HEIGHT OF MAIN HOUSE(8'TYP.)UNLESS OTHERWISE 3 "2 ' 11 ENTRY ' WALK-IN NOTED OR OPEN TO ROOF AREAS. La------------ � CLOSET o p FLAT CEILING W [:D: 3).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. N v ' CN 111_611 i UNLESS OTHERWISE NOTED OR INDICATED ON PLAN.PATCH/FILL m d O 81-91/211 4' EXISTING 2X4 WALLS AS REQUIRED. 7-4 FLAT CEILING Q ^• v WALK-IN (3)2X HDR 2X8 HDR (3)2X8 HDR @16"OC 8'_C�l/2" _____ _____________________ 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. o LAUNDRY CLOSET N EXISTING BEDROOM (3)2X8 HDR l 5).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED ' L 3'-0" ^ l �3'-0") _ 3'0" ROOM h, ' I J- NO. 2 = fW24 2 0 WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. � ;'' 2'-8"REPLACE EX.DR , 2X8 CJ 't� v (2)2X POST\ 19- EXISTING HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER v ++ 0 ; r\6"OC � JB UK(-H (T'P) M J , HALL 12'-0" 7' 1/2" 4'_011INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com(3)2X8 HDR / (3)2X8 HDR N ce x ¢' (3)2X12 GIRDER(BOX IN)- 6).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS �a "' O UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK W a' m y CW135 x V STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH U mJ I CW135 N w SIDE FOR MICROLAM HEADERS.VERIFY ALL EXISTING OPENINGS THAT ARE IJ -J-~ _---- `q 61-01/211 3' 1/2' " A Q REPLACED; REPLACE HEADERS AS REQUIRED AND ADD WIND CODE STRAPPING. cV (u I~ v rn W 5'-6" 18'-81/2" 5'-6" 7). INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 2'-4" (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, — — — FRAMED CHIMNEY/DUCT CHASES,VENTS, PIPE PENETRATIONS,etc. 29'-81/2" ` — ` ry PER CODE. C14 WALL LEGEND 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE " -------------- APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING W 0 A _— JJ --------------, WALL TO BE REMOVED HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ��TH No. 1 4-0 0 m '^ O EXISTING WALL 9).INSTALL INSULATION IN ALL NEW EXTERIOR WALLS, FLOOR OVER BASEMENT AND (� „x, �O iv � _ NEW ROOFS.REPLACE INSULATION AS REQUIRED IN EXISTING AREAS WITH O B I (ALTERED SH x Q -N d- EXPOSED CAVITIES DURING CONSTRUCTION.REVIEW ENERGY CERTIFICATE FOR Lu 2 v NEW WALL REQUIRED INSULATION TO MEET COMPLIANCE. EXISTING GARAGE g � —2'-6" — _ L _ o Q -Lu NOTE: 10).ALL NEW AND EXPOSED WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"THICK W °� �? F-- - 2'-0" I _ DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL SHEETROCK.BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT N zR: 0- Ln _0 _________ cV N [INT.:2X4 =4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6= 6"] SHEETROCK. USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. M JJI�lE1� cV 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. DIMENSIONS OF NEW WALLS ARE FROM STUDS ' ib 2'-4" [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 1 11 1 " 1 n 31-31f 3 -1 2-8 -61/2 13).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS OTHERWISE NOTED. TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc.INSTALL SHOWER BENCHES AS ►u I , SHOWN ON PLAN OR AS NOTED. I , 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. t , I ��✓ PROJECT NORTH EXISTING BEDROOM M 1 ' :.� MM • ,r j0, P A , 16'-0"(REPLACE EX.OH DOOR) o w w `ro b �� 0 ti v 1 "` r DRAWN: MH/MS PROPOSED 1ST FLOOR PLAN g s �,- SCALE: Ce JOB#: 6/24/2022 SCALE: 1/4 = 1 -0 SHEET NUMBER: REVISIONS: -< B A 101-OVI 51-01t 5-011 ol REPLACE EX.TRAPAZOIDS 71011 Ln 211-81' ui Lu uV BALdONY rn -51/ -23411 6 41t 151 FWH9J611SASL (3)1-3 DER Lu < Lu Lu LL=g C m _j 1.1 Lu OPEN 00 TO BELOW 0 Z 0 -2 < 0 OFFICE LOFT 8'-0"FLAT CEILING RE-FRAME WALLS rn L — — — — r6-51/4' rn u Co OZZOWrFlaa y. r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 21'-2'/x11 Th RAILING bN: lk/49-,�2.JAL qqEA[DEF,i 0 0 d TEMPERED AW251-3 <D D 0u WF. p 9L.0 E_* a kr) 00 — — — — — — — — — — --I - — — — — — — — — — — — — — — — — — - CC— — — — — — — — — — — — — — — — C� 't f; o P) r — — — — — — — — — - 011 x u Pa c;� cn .2 LS — — — — — — — --- x vl I Q) uo C' 1).EXISTING LOFT AND EXTERIOR WALLS,RELATED TO PROPOSED CONSTRUCTION, Ln TO BE DEMOLISHED AND RE-BUILT AS REQUIRED OR AS SHOWN.SUPPORT THE U cn EXISTING ROOF STRUCTURE AND SPLICE/REPLACE ROOF AS NECESSARY. 00 tt a B <( A 2).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER MANUFACTURE'S INSTRUCTIONS. 3).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. SEE FLOOR PLAN AND CROSS SECTIONS FOR PLATE HEIGHTS. Ili fS7 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 5). EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VPIOO SELF-ADHEARED WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. HORIZONTALLY(WITH TWAIR BARRIER FLASHING). INSTALL PER 0 IF INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 7).INSTALL FIRE BLOCKING,FIRE COLLARS.CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. PROJECT NORTH I I 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 9).INSTALL INSULATION IN ALL NEW EXTERIOR WALLS, FLOOR OVER BASEMENT AND NEW ROOFS.REPLACE INSULATION AS REQUIRED IN EXISTING AREAS WITH EXPOSED CAVITIES DURING CONSTRUCTION.REVIEW ENERGY CERTIFICATE FOR REQUIRED INSULATION TO MEET COMPLIANCE. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. PROPOSED 2ND FLOOR PLAN A 'Nv A SCALE: 1/4" V-01' L — — — — — — — — — — — — — — — — — — — — 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. DRAWN: MH MS SCALE: JOB#: 6/24/2022 SHEET NUMBER: .. 0 F, A- 8 REVISIONS: A I II I I II I II O I M--'-I II C I C � 2X R 16" C LICE SIS R EX I G/ GC TO EXPOSE EXISTING RIDGE REVIEW WITH ARCHITECT- MINIMUM(3)1-3/4X16 ML n (ALT: (2)14"ML w/5/8"STEEL) hfr'J-Ii II i I _ _ _ _ _ _ _ _ II r — - - - - - - , , / � - - - - - - - ° ° ° 12 I w U l IN / \ X' DIA.XI EEL ANGLE SUPPORT w/ 2' O I A EXSOF IT w I 4 \ WASHERS&NUTS(TYPICAL) 1 1 I I I p 1 1 12 v 12 ° F—I S I I 6 V e)' 5 H 2X8 RR Cp16"OC �. �„ I c / REPLACE EXISTING RRs N I / AS REQUIREDcc 1 I 1 I x Q� � o r - L I I t 111'1 6 12 I i I II II I I I I I II 1-3/4X9-1/2 IAL RIDGE ! II / / I IN ALL(3) -3/4 14M U 6 ISTG DGE I I POST DOWN TO - 2X8 RR C�16"OC 1/ I 12X 2 LAYOVER PLATE I CEILING JOISTS µ•.' I I 12 LAY ER LAT I I I - - - - - _ _ - - - J L I �+ gr97� I I O D - - - - 1 I / D 0 - - J DBL 2X10 DBL 2X10 ' DBL 2X10 , / o r - J r r r = = � I I II II I I 12 f >6, ti�A r --_� r--_ � i i _ _ _ _ _ _ _ _ _ _ _ _ _ II I 6� —' O � r - - - - - - - - - - � r - -JJ II I V f� C` o o I I 30X45 I I i I1 130X45 30X45I I I o � SKYLIGHT II I1 SKYLIGHT I SKYLIGHT 1I NEW ROOF TO LAY OVER 1 EXISTING ROOF.CUT BACK 1 I I I I q� 5 II I I 3 OVERHANGS ON EXISTING ( - d- _ _ J L - - _ - - - - J L `�A A A� � 1 I I� _ �I IOp L �I I� - - - �� AS REQUIRED I I � � - - - -fr - - , - - - 49 - , m / I I N DBL 2X10 N N DBL 2X10 'N N' DBL 2X10 ' N 11 G I o L _ - - lL _ ,moi- _ _ -U--�-- - _ LL Li- _ _ _ 1 - J L - - _ _ _ _ _ _ _ - J I � �l 1 � �-f9 I I 2'X2'Xl/4"STEEL ANGLE SUPPORT � � Q _ at - - o o - o - - o - d - - r r �c< I v L _ _ _ _ _ _ _ w/1/2"DIA.THRU BOLTS w/ °O r WASHERS&NUTS(TYPICAL) - - - � - -ir - - - -, r6� - - - a - - -o - - - a - - , r — - - , r - - - - - - - , I �� A ( 12 12 - - - - - - - ° ° ° ,^ 1 1 1 uv NI I I IN NI 'N N N I I I I .� I �j I Ce 4 Cn ) I m Li m I l m I m m l I m I I I `` 1 x yo ,0 o, o 0 0 „ II N 2X8 RR ' I I ct I I I I I ,Q 1 @ 6"pC II ii �m I I 1 � I I I I II II ry 0J L _ - I I k I i i t o I L - _ _ J I I I II I / I1 0� I I 1 � - _ - - � _ - _ _�_ - - - _ - J 1 1 1 I ~ / I I I _ J O II I - - - - - - I II 11 Pam m o � II 1 O � y o u m I I Z w � _X I I 1 1 I I I I 1).REMOVE EXISTING ROOF STRUCTURE AS REQUIRED FOR PROPOSED to I ALTERATIONS AND ADDITIONS.MAINTAIN STRUCTURAL INTEGRITY o00 OF STRUCTURE TO REMAIN. ,>~ 4 1 I I I 1 I 2).MATCH NEW OVERHANGS WITH EXISTING.FASCIAS TO LINE UP " L- AA I 1 WITH EXISTING HOUSE(ADJUST DEPTH AS NEEDED). � (J m .� B _ _ � 1 I I I - J 3).PROVIDE PRICE TO REMOVE AND REPLACE REMAINING ROOFING, N I I I GUTTERS,DOWNSPOUTS, FLASHING,ETC, o W 3 I ! I 1 4).VERIFY CONDITION AND MINIMUM HEIGHT ABOVE RIDGE FOR G l I I 1 i t i t EXISTING MASONRY CHIMNEY.RAISE AND REPAIR AS NEEDED.PROVIDE CAPPING ON FLUES. 5).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. r � W 6).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. [-i I I I GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. Q� L - - J L - - J 1 7).INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS u I I L - - - - - (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 1 I I FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. ' V) PER CODE. II li II 8).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. N II I 9).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND � u i- I I I I I 1 1 DIRECTLY TO THE DECK ALONG EAVES. 1 I 10).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ PROJECT NORTH 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. (, 1 I I 11).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS x ` _ _ - _ - - - - - _ - - - - _ _ - - _ I I I WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. L _ 1 12).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING" MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. I I UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS PROPOSED ROOF PLAN COMPLETE. SCALE: 1/4" = 1'-0" I L - - - _ _ _ _ _ _ 13).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. L J J USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOTb�' CUTTING INTO SHINGLE SURFACE. � �� , /% ' DRAWN: MH/MS 14).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. VN; rt !t SCALE: r � t JOB#: �4e 6/24/2022 SHEET NUMBER: OfFe A-9 REVISIONS: EXISTING RIDGE SKYLIGHT rpm 12 -- -- ✓` 2X6 @16"O 3 (3)1-3/4X14 Fk IE IN 2X0 R(t @16 OC ML UNDER RR EXISTING RIDGE 2X8 CJ @16"OC PROVIDE SOLID BLKG. (3)2XI2 LIVING ROOM (3)1-3/4X7-1/4 ML w/(2)1/2"STEEL GIRDER UPSET BEAM PORCH ENTRY DINING ROOM Z 0o I� 0 Lf SUBFLOOR W - — 5/4 DECKING 2X6 ACQ @76"oc 2X8 FJ @16"OC EXISTING FLOOR SYSTEM EXISTING FLOOR SYSTEM(4)2X6 ACQ TOP OF FOUNDATIO EXISTING GENERAL CONTRACTOR TO a.• TO MATCH EXISTING GIRDER INSPECT EXISTING CONDITIONS ADD SILL PLATES 12"X12" �is 8"PC WALL �L TO MATCH EXISTING WITH FLOOR FRAMING AND GIRDER EXISTING C `PIER• tie DAMPPROOF b _ _� b„ ,� CMU WALL fV� ^•.d •• 2"SLAB if0'p- • •D • 1 24"X24"X12" 16"X8"FTG FOOTING (2)#5 REBAR NEW FOOTING DEPTH TO EXISTING 7Z H EXISTING EXTEND DOWN AS REQUIRED DUTCH WALL TO REST ON UNDISTURBED SOIL 70 DUTCH WALL O .. .. E..� F--I CROSS SECTION A SCALE: 1/4" = 1'-0" o O ^ w H � o 2X8 RR @16"OC — 0 O 41 N 41 OO m O 3'h RAILING RAILING r v LOFT/ OFFICE cnP) zx8RR @76 3 O o� a U) 3/4"SUBFLOOR _ _ z v o ' DBL 2X8 AC DJ 16'OC ► 11-7/8 TJ1560 @16 OC 2X8 CJ @16"OC _ 04BUILD UP BAY WINDOW TO BALCONY ABOVE WATER PROOF BALCONY w/EPDM, Ln U FLASHED OVER T&G SHTG w/ It � co VINYL T&G CEILING UNDER ---- IH LAUNDRY N °' Emu w3 ROOM o P-4 0o KITCHEN EXISTING UPPER DECK 3/4"SUBFLOOR EXISTING FLOOR SYSTEM 2X8 FJ @16"OC V 0 EXISTING �' t/) (3)9-1/2 ML GIR ER 8"PC WALL _ b. DAMPPROOF O o� 2"CONC.SLAB Mu 71 N o - — - EXISTINGLALLY COLUMN LALLY 16"X8" FTG TO POST ABOVE COLUMN DUTCH (2)!/5 REBAR WALL EXISTING i pew� p'w 44 �Qr� CROSS SECTION 6 SCALE: 1/4" = 1'-0" DRAWN: MH/MS SCALE: JOB#: 6/24/2022 �,�_ •��.O� i� f SHEET NUMBER: A- 10 REVISIONS: (3)1-3/4X16 ML RIDGE 12 -- - - - --==ZZZZ1 2.3 2X6 @16"OC 2x8 RR 16„OC SISTER OR SPLICE RRs AS REQUIRED AT (2) 7-1/4 ML w/ — - EXISTING ROOF 3/4”STEEL BEAM 12 6 +I - O 3h RAILINGo OFFICE / LOFT 00 r 3/4"SUBFLOOR W10X68 STEEL DBL 2X8 ACQ I T/8 TO — - FLUSH EA 16"OC 16"OC �j fO F—I KITCHEN H DINING ROOM - 00 o ►� EXISTING FLOOR SYSTEM(VIF) SMS EXISTING 2X10 FJ EXISTING 2X10 F1 — - EXI NG CRAWL SPACE IZ (3)2X10 GIRDER 71 o Z BASEMENT 70H Q Q CROSS SECTION C SCALE: 1/4" = 1'-0" W Q 0 � W o z W ° � (3)1-3/4X16 H ML RIDGE O kn 12 F+y oo 2.3 Q 2X811R 616,0C 2X6 @16"OC 12 2X8RR H] 16,0 C 0 O 1-3/4X9-1/4 ML RIDGE N 00 EXISTING RIDGE 12 LOFT OFFICE / 6 �1 ,O (3)1-3/4X14 ML BEAM m V v O m +J i n ii / n n n n ii n n n 1i a ii i X O N 112X8 GJ @16"0C " 3/4"SUBFLOORING 4 w v MLn v WIOX68 00 a n1 1i n1 n n u n u1 n u n n i p 0 u n n :�I: :�jSTEEL BEAM P4 2X8 CJ @16"OC i M m " 1 Ln U r' O [V ; 00 r o BATH � W Q MASTER BEDROOM No. 1 00 LIVING ROOM EXISTING FAMILY ROOM EXISTING 1 FIREPLACE D W 1 1 3/4"SUBFLOOR 1i U (3) 1-3/4X7-1/4 ML GIRDER DBL 2X8 F1 EXISTING 1 1 (3)1-3/4X9-1/2 ML GIRDER O @16110C FLOOR ."•' A.- , j.�P.� • 4-�, �.�P."•' e..', �.'."• EXISTING BASEMENT NEW 3ASEMENT HSS5X5X1/4 TUBE STEEL p d= COLUMN EXISTING Q' 00 DUTCH WALL 2 • LALLY COLUMN _ u a� (TYPICAL) M DUTCH WALL iY1 WALL 2"SLAB x •L 4"C C.SLAB I "••d ��! Le �•.dp • •.dp a • •.d Fi _ _ 6. . .. . . .. . . .. � enc" ,�• o: env»- . �'w . ��a" �,.d e •,d e 42"X42"X12"C0 NC.FTG c v• s v'• • w/(4)#5 REBAR EACH WAY 2'X2'Xl' CONC.FTG. CROSS SECTION D SCALE: 1/4" = 1'-0° h� r l '�` `• ` ;•+ } l� DRAWN: MH/MS alt c •k&uf, t SCALE: x 'W JOB#: 6/24/2022 f •�bre d�� * SHEET NUMBER: OF". A- 1 1 REVISIONS: 2" 2" II � ® © o 2" O O O O 2" © ® ® o Generated by REScheck-Web Software 2" Compliance p Certificate . © oQ o o ® 0 0 0 0 o Project ROSEN FASTENER TYPE: SPACING: Energy Code: 2018 IECC No.8 WOOD-SCREW Location: Mattituck, New York BASED ANCHOR WITH 16"OC Construction Type: Single-family tin. EMBEDMENT LENGTH Project Type: Addition No. 10 WOOD-SCREWS O p BASED ANCHOR WITH 16"OC Climate Zone: 33 DD Permit Date: tin.EMBEDMENT LENGTH I Hi Permit Number: 1/4in.dia. LAGSCREW Construction Site: Owner/Agent: Designer/Contractor: BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH O+ O O O O O 850 LUPTON POINT ROAD ® © MATTITUCK, NEW YORK Ll O OO 3/4"APA PLYWOOD ~ SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD Compliance:3.291. Better Than Code Maximum UA: 211 Your UA:210 Maximum SHGC: 0.40 Your SHGCO.29 ® O O O O O (ALTERNATIVIVE:7/16"0.5.6.) The x,Better or Worse Than Code Index reFlecte 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. r ' 1/2"APA RATED SHEATHING Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade ` l GRADE PLYWOOD O O assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. (ALTERNATIVIVE:7/16"O.S.B.) ® o © © ® o Enveloee Assemblies Q @ L @ r__� I FASTENER TYPE: SPACING: Gross Area 2X4 DF#2 Assembly or Cavity Cont. Prop. Req. Prop. Req. STUDS or R-Value R-Value U-Factor U-Factor UA UA No. 8 WOOD-SCREW O O r BASED ANCHOR WITH 10"OC ® ® Ceiling: Flat Ceiling or Scissor Truss 393 30.0 CIO 0.035 0.026 14 10 WINDOW SILL tin.EMBEDMENT LENGTH OO O O O ® O Ceiling 1: Cathedral Ceiling 118 30.0 0.0 0.034 0.026 26 20 O TYPICAL WINDOW OPENING No. 10 WOOD-SCREWS BASED ANCHOR WITH 12"OC 1ST, FLOOR: Wood Frame, 16" o.c. 949 20.0 0.0 0.059 0.060 45 46 PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH SLIDING: Glass poor (over 50191. glazing) 42 0.300 0.320 13 13 11-01 Fri THAN 4 FEET 1/4in.dia.LAGSCREW SHGC: 0.26 BASED ANCHOR WITH 16"OC Q O g g 21 0.300 0.320 6 1 tin.EMBEDMENT LENGTH HINGED: Glass Door (over 5oq lazin ) SHGC: 0.24 O O O ® ® CASEMENT: d WooFrame TYPICAL DOOR OPENING SHGC: 0.32 PANEL SPAN GREATER THAN 4 FEET toy 0.290 0.320 30 34 MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2-2X4 DF#2 STUDS CONNECTED AWNING: Wood Frame AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW SHGC: 0.31 20 0.290 0.320 6 6 OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC 2ND, FLOOR: Wood Frame, 16" o.c. 524 20.0 0.0 0.059 0.060 21 21 THAN 6 FEET2in. EMBEDMENT LENGTH AND NUTS @ 2'-0"O.C. SLIDING: Glass Door (over 50% glazing) No. 10 WOOD-SCREWS SHGC: 0.26 42 0.300 0.320 13 13 TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC AWNING: Wood Frame 2in. EMBEDMENT LENGTH SHGC: 0.31 25 0.290 0.320 1 a PANEL SPAN GREATER THAN 6 FEET AGSCREW Floor: All-Wood Joist/Truss 103 30.0 0.0 0.033 0.041 23 33 AND EQUAL OR SMALLER BASE.dia. HORWIT Q BASED ANCHOR WITH 16"OC W A THAN 8 FEET 2in.EMBEDMENT LENGTH O O Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL calculations submitted with the permit application. The proposed building has been designed to meet the 2018 requirements to �J REScheckverslon : REScheck-Web and to comply with the mandatory requirements listed to the RESchecklnapectfoctton Checklist. O AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING ° Name - Title Signature Date WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" w 00 U AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL O •-i CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. a/ ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. °O HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 0 N v v X LOrte+ +°J as rn m o X `~ X O 3 3 it 00 U 11/4 0 11/20 1 1/4 11/41, 1 1/4 1 1/4 1 1/2 1 1/4 1 1/4 011/4 011/4 1 1/2 1 1/4 N G v LNDY.RM. BA.2 KIT. M.BA. BA.1 0 0 W o LAV SINK o LAV. LAV. LAV. LAV. b W.C. W.C. W.C. W.M. D.W. I3.. SH ER SHOWER SHO ER F.A.I. 1 1/2 3 011/4 W H C.O. I 11/40 2 2 30111/4 I C.O. 0111/4 011/4 3 2 C.O. V 3 2 3 3 M A O C~ SLOPE�IX'PER PITCH�TODRAiN 4 TO APROVED 4"C.I. SEPTIC SYSTEM V TRAP HOUSE PLUMBING SCHEMATIC M %i SCALE: NOT TO SCALE '"� �' ►" �� �► ri I xra ��, DRAWN: MH/MS A. SCALE: JOB#: r � 6/24/2022 SHEET NUMBER: r le A- 1 2 REVISIONS: LE 00 LOFT / OFFICE EAST oo oo oo 00H 00 DINING ROOM KITCHEN MASTER BEDROOM p FAMILY ROOM EAST EAST EAST EAST LOFT. / OFFICE WEST O v rl CD M o M O L11L] DU M L== All LL- PANTRY WET BAR LIVING ROOM WEST WEST WEST KITCHEN � -x Lr, U v W : O ENTRY LIVING ROOM DINING ROOM 1 ' e,''„' s J �( DRAWN: MH NIS , �i+••e . ,t ''• 1 �f SCALE: NORTH NORTH NORTH ; ' kik JOB#: 6/24/2022 SHEET NUMBER: INTERIOR ELEVATIONS °¢- SCALE: 3/8" = V-0" A- 1 3 REVISIONS: Z ADA H O 0 W D I� --!I U I MASTER BATH MASTER BATH MASTER BATH MASTER BATH Q NORTH EAST SOUTH WEST ® • ED L L ljd� AM /rT O717Z 7 :Z� r 0 w d O BATH No. 1 BATH No. 1 BATH No. 1 BATH No. 1 p NORTH EAST SOUTH WEST O z w H � ' a H (3) 2X8-HDR • . , • .: , ; ; " :: , ' .: ; ; rr Ori' � 1 , ' , . •� , , O O a o N (3) 2X © xLO o co a; " o � � @°� m w� � BATH No. 2 BATH No. 2 BATH No. 2 BATH No. 2 NORTH EAST SOUTH WEST u . , U E N0 w a O X44 0 044 ® O O LAUNDRY ROOM LAUNDRY ROOM LAUNDRY ROOM LAUNDRY ROOMU) x NORTH EAST SOUTH WEST INTERIOR ELEVATIONS - SCALE: 3/8" = V-0" " 4 Y. DRAWN: MH/MS d ' 4 SCALE: . .« JOB#: Emm, low/ 6/24/2022 SHEET NUMBER: A- 14 - REVISIONS: HUDSON RIVER MILLS 3/4"X3-1/2" BASE HUDSON RIVER NILLS 3/4BASE/�° EXTERIOR OPENING SCHEDULE HUDSON RIVER MILLS LOCATION: MANUFACTURER PRODUCT CODE TYPE WIDTH HEIGHT TOW JAMB SIZE GRILLE COMMENTS: 3/4"X6-1/2"CROWN HR730-6 PROPOSED BASEMENT: BASEMENT ADDITION ANDERSEN CXW145 CASEMENT 2'-11 15/16" 4'-413/16" 8"(VIF) EGRESS w/ESCAPE WELL AND COVER BASEMENT ADDITION ANDERSEN A281 AWNING T-71/2" 2'-01/8" 8"(VIF) 1ST.FLOOR: ROOM FINISH SCHEDULE HUDSON RAVER MILLS ENTRY THERMATRU SMOOTH-STAR 5210 SGL.DOOR T-0" 6'-8" 6-9/16" FIELD MULL SILLSMOOTH-STAR S263XJSL-SDL SIDELIGHTS 1'-0" 6'-8" 6'-9" 1W3H HR2504 LOCATION: FLOOR: BASE TRIM: WALLS: OPENING TRIM: CEILING: CEILING TRIM: REMARKS WALK-1N CLOSET ANDERSEN CW135 CASEMENT 2'-4 3/8" 3'-413/16" 6'-9" 6-9/16" 2W2H HUDSON RIV SI MILLS 1"X4-1/4"CASING LAUNDRY ROOM ANDERSEN CW135 CASEMENT 2'-4 3/8" 3'-4 13/16" 6'-9" 6-9/16" 2W2H • '' '' HR437 LIVING ROOM VELUX VSE3046 ELECTRIC SKYLIGHT 2'-6 9/16" 3'-10 1/4" - VIF BASEMENT: CONCRETE SLAB UNFINISHED UNFINISHED ' LIVING ROOM ANDERSEN CXW155 CASEMENT 2'-11 15/16" 5-4 15/16" 6'-9" 4-9/16" STAIR FIR,OPEN RISER FOR BILCO DOOR GARAGE TBD VERIFY WITH OWNER OVERHEAD DOOR 16'-0" 8'-0" REPLACE EXISTING(VIF) UNFINISHED (EXISTING INTERIOR TO REMAIN) PROVIDE ELECTRIC OPENER,REMOTES ' HUDSON RIVER MILLS 3/4"X7-1/4"BASE GARAGE THERMATRU SMOOTH-STAR 56022X1-SDL SGL.DOOR 2'-8" 6'-8" - 4-9/16" 3W3H REPLACE EXISTING(VIF) JF101 GARAGE ANDERSEN CUSTOM RECTANGLE FLEX[-FRAME 8'-0" 1'4' 4-9/16" REPLACE EXISTING(VIF) HUDSON RIVER MILLS FAMILY ROOM ANDERSEN CUSTOM TRAPAZOID 5-0" 3'-6" 4-9/16" - REPLACE EXISTING(VIF) 1ST.FLOOR: HUDSON RIVER MILLS3/4^x3/4"COVE 1"X4-1/4"CASING Lpi HR1404 FAMILY ROOM ANDERSEN TW2846 DOUBLE HUNG 2'-9 5/8" 4'-8 7/8" 4-9/16" - REPLACE EXISTING(VIF) HR437 FAMILY ROOM VELUX VSE3046 ELECTRIC SKYLIGHT 2'-6 9/16" T-10 1/4" - VIF - REPLACE EXISTING(VIF) O ENTRY: GYPSUM BOARD GYPSUM BOARD DETAIL N 1 l DINING ROOM ANDERSEN CXW155-2 CASEMENT 5-11 7/8" 5-4 15/16" 6'-9" 6-9/16" REPLACE EXISTING(VIF) WALK-IN CLOSET: GYPSUM BOARD GYPSUM BOARD DINING ROOM ANDERSEN CUSTOM TRAPAZOID 6'-4" 6'-8" 6-9/16" REPLACE EXISTING(VIF) DINING ROOM ANDERSEN CW25 CASEMENT 4'-8 1/2" 4'41 7/8" 6-9/16" REPLACE EXISTING(VIF) rTl COAT CLOSET: DINING ROOM ANDERSEN FWH5068ASR 4'41 1/4" 6-71/2" 6-9/16" REPLACE EXISTING(VIF) KITCHEN ANDERSEN CW235 CASEMENT 5-23/4" 3'-413/16" 6'-9" 6-9/16" F-1 HALF BATH: GYPSUM BOARD GYPSUM BOARD KITCHEN ANDERSEN CW135 CASEMENT 2'-4 3/8" 3'-4 13/16" 6'-9" 6-9/16" WAINSCOAT CAP /1 15/16"X2-1/4" MASTER BATHROOM ANDERSEN AR41 AWNING 4'-0" 1'-5" 6'-9" 6-9/16" - TEMPERED LIVING ROOM: GYPSUM BOARD GYPSUM BOARD MASTER BEDROOM ANDERSEN CW25 CASEMENT 4'-8 1/2" 4'-11 7/8" 6-9/16" STAIR: GYPSUM BOARD GYPSUM BOARD MASTER BEDROOM ANDERSEN AR31-2 AWNING 5'-117/8" 1'-5" 6'-9" 6-9/16" HUDSON RIVER MILLS MASTER BEDROOM ANDERSEN FWG6061IR FRENCH SLIDING DOOR 5'-11'/4" 6'-10'/e" 6'-10'/s" 6-9/16" 3/4"X3-1/2" DININIG ROOM: GYPSUM BOARD GYPSUM BOARD BASE WALK-IN CLOSET ANDERSEN AR41 AWNING 4'-0" 1'-5" 6'-9" 6-9/16" 3W1H p. d BEDROOM No.2 AN TW3046 DOUBLE HUNG T-1 5/8" 4'-8%a" 6'-9" 4-9/16" 2W1H O KITCHEN: GYPSUM BOARD GYPSUM BOARD i BATH No.1 ANDERSEN TW2636 DOUBLE HUNG 2'-7%" 3'-87/8" 6'-9" 4-9/16" 2W1H TEMPERED BEDROOM No.3 ANDERSEN TW3046 DOUBLE HUNG T-1 5/8" 4'-8'/a° 6'-9" 4-9/16" 2W1H REPLACE EXISTING(VIF) ~ PANTRY: GYPSUM BOARD GYPSUM BOARD HUDSON9 5-/2"PANEL IVER BEDROOM BEDROOM No.3 ANDERSEN TW3046-2 DOUBLE HUNG 6'-3%" 4'-8%e" 6'-9" 4-9/16" 3W2H REPLACE EXISTING(VIF) HR1510 Li 11111111111 FAMILY ROOM: OO 2ND.FLOOR: 6- GARAGE: DETAIL N 2 OFFICE/LOFT ANDERSEN AW251-3 AWNING T-1 1/8" 2'-4 3/8" 6'-9" 6-9/16" 2W2H TEMPERED OFFICE/LOFT ANDERSEN C34 CASEMENT 5-11 7/8" 4'-0" 6'-9" 6-9/16" UTLITY CLOSET: GYPSUM BOARD GYPSUM BOARD OFFICE/LOFT ANDERSEN FWH90611ASR FRENCH INSWING DOOR 8'-ll 1/8" 6-10 3/8" - 6-9/16" LAUNDRY ROOM: GYPSUM BOARD GYPSUM BOARD WINDOW SCHEDULE FOR BIDDING PURPOSE ONLY.GENERAL CONTRACTOR TO REVIEW ALL CALL OUTS TO REPLACE OR ADD.ALL WINDOW AND DOOR OPERATION AND HANDING TO BE REVIEWED WITH OWNERS PRIOR TO ORDERING.WINDOWS AND GLASS DOORS TO BE ANDERSEN 400 HIGH PERFORMANCE SERIES.PROVIDE OPTION OF SNAP IN GRILLES VS FULL DIVIDED LIGHT.REVIEW PLANS FOR NECESSARY TEMPERED GLASS AS NOTED ALL NEW WINDOWS AND DOORS TO BE PRICED WITH STANDARD HARDWARE,SCREENS AND PREFINISHED HALL: GYPSUM BOARD GYPSUM BOARD INTERIOR T NOTES : INTERIOR,INCLUDING EXTENSION JAMBS.INCLUDE 5/4X4 EXTERIOR CASING. EXISTING WINDOWS TO REMAIN TO BE INSPECTED FOR ANY NECESSARY REPLACEMENTS OR HARDWARE REPAIRS.VERIFY WITH OWNERS ALL EXISTING DOORS AND WINDOWS TO REMAIN. MASTER BEDROOM: GYPSUM BOARD GYPSUM BOARD O WALK-IN CLOSET: GYPSUM BOARD GYPSUM BOARD F 3 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND W FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, z MASTER BATH: MOISTURE-RESISTANT MOISTURE-RESISTANT W GYPSUM BOARD GYPSUM BOARD USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER BEDROOM No.1 GYPSUM BOARD GYPSUM BOARD ALL CORNERS. En CLOSET: GYPSUM BOARD GYPSUM BOARD 2). ATTACH THE WORK SECURELY IN PLACE. a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET INTERIOR OPENING SCHEDULE 00 BEDROOM No.2: GYPSUM BOARD GYPSUM BOARD NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE NATURAL FINISH (IF ANY). LOCATION SIZE: DOOR TYPE: JAMB SIZE HARDWARE REMARKS CLOSET: GYPSUM BOARD GYPSUM BOARD b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- FOUNDATION: INTO OR DIRECTLY ATTACHED TO SUBSTRATES. KITCHEN: GYPSUM BOARD GYPSUM BOARD 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY 1ST. FLOOR: MOISTURE-RESISTANT MOISTURE-RESISTANT BATHROOM: GRADE SPECIFIED. ENTRY CLOSET 5/0X6/8 PRE HUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES GYPSUM BOARD GYPSUM BOARD a). SECURE CASEWORK TO GROUNDS, STRIPPIN(j, OR BLOCKING WITH COUNTERSUNK HALL 3/0X6/8 ARCH OPENING 4-5/8" N v CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID m m v ° LINEN CLOSET: GYPSUM BOARD GYPSUM BOARD MASTER BEDROOM ENTRY 2/6X6/8 PRE HUNG SGL DR 4-5/8" PRIVACY LOCK rn t\ G INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. WALK-1N CLOSET 2/6X6/8 PRE HUNG SGL DR 4-5/8" PASSAGE LOCK o LmO ^7� b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. HALL 3/0X6/8 ARCH OPENING 4-5/8" o. MASTER BATH 2/4X6/8 PRE HUNG SGL DR 6-5/8" PRIVACY LOCK SOUTH-EAST 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): SITTING ROOM 2/6X6/8 PRE HUNG SGL DR 4-5/8" PRIVACY LOCK "0 4 w � E CLOSET 1/8X6/8 PRE HUNG SGL DR 4-5/8" PASSAGE LOCK O ar °O COVERED PORCH: a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES ED WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS BATH No.2 2/4X6/8 PRE HUNG SGL DR 4-5/8" PRIVACY LOCK V m NORTH-WEST THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF LAUNDRY ROOM 2/6X6/8 POCKET DOOR 4-5/8" PASSAGE LOCK ::I � E UPPER DECK: OFFICE 2/6X6/8 POCKET DOOR 4-5/8" PRIVACY LOCK rn U m WALK-N CLOSET 2/4X6/8 POCKET DOOR 6-5/8" PASSAGE LOCK 00 v NORTH-WEST HALF BATH 2/4X6/8 PRE HUNG SGL DR 4-5/8" PRIVACY LOCK 0 W LOWER DECK: �+ 12" MUDROOM CLOSET 4/0X6/8 PREHUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES 3/4"THICK BIRCH OUTDOOR SHOWER: SHELVING GARAGE 2/8X6/8 PREHUNG 4-5/8" KEY LOCK 45min FIRE DOOR w/STEEL JAMB,SC HINGES DINING ROOM 3/6X6/8 ARCH OPENING 4-5/8" vj W 1/4"X3/4"BEADED 4/6X6/8 ARCH OPENING 4-5/8" - SHELF EDGING FAMILY ROOM 10/0X6/8 ARCH OPENING 4-5/8" 2ND.FLOOR: KITCHEN - - - - U OFFICE/LOFT: GYPSUM BOARD GYPSUM BOARD COMMON AREA 6/0X6/8 ARCH OPENING 6-5/8" O 1X3 BIRCH CLEAT (SIDES&BACK) BASEMENT STAIRWAY 2/6X6/8 PREHUING SGL DR 4-5/8" KEY LOCK INSTALL WITH WEATHERSTRIPPING 82"TO TOP OF AND DOOR SWEEP,SC HINGES INTERIOR BALCONY GYPSUM BOARD GYPSUM BOARD FINISHED FLOOR ' N BEDROOM No.2 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK � N CLOSET 4/0X6/8 PREHUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES BATH No.3 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK LINEN CLOSET 2/0X6/8 PREHUNG SGL DR 6-5/8" PASSAGE LOCK NORTH-WEST _ 16" BEDROOM No.3 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK BALCONY" 3/4"THICK BIRCH CLOSET 4/0X6/8 PREHUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES SHELVING BEDROOM No.4 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK CLOSET 4/0X6/8 PREHUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES 1/4X3/4"BEADED BATH No.4 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK " SHELF EDGING LINEN CLOSET 2/0X6/8 PREHUNG SGL DR 6-5/8" PASSAGE LOCK 1-5/8"DIA. BEDROOM No.5 2/6X6/8 PREHUNG SGL DR 6-5/8" PRIVACY LOCK M FIR POLE CLOSET 4/0X6/8 PREHUNG DBL DR 4-5/8" DUMMY LOCK BALL CATCHES *i'r � c 1X3 BIRCH CLEAT "' 3 (SIDES&BACK) OPENING SCHEDULE FOR BIDDING PURPOSE ONLY.GENERAL CONTRACTOR TO REVIEW ALL CALL OUTS TO REPLACE OR ADD. �y " . r ALL OPERATION AND HANDING TO BE REVIEWED WITH OWNERS PRIOR TO ORDERING. INTERIOR DOORS TO BE SIMPSON / m'� 4 P 66"TO TOP OF RED-PRIME DOORS WITH PRIMED JAMBS AND EASED EDGE STOPS.DOOR MANUFACTURE,STYLE AND FINISH TO BE VERIFIED FINISHED FLOOR WITH OWNERS PRIOR TO ORDERING.POCKET DOOR TRACKS TO BE GRANT 1230 SERIES.INTERIOR OF POCKET WALLS TO BE PAINTED BLACK PRIOR TO DOOR INSTALLATION.ALL POCKET DOORS TO HAVE CONCEALED GUIDES INSTALLED. ' ' ^Y°" 1 J DRAWN: MH/MS L] ALL DOORS TO BEDROOMS AND BATHROOMS TO HAVE FLOOR STOPS(DOME SHAPE,FINISH TO MATCH).ALL HARDWARED SCALE: TO BE EMTEK;STLE AND FINISH TO BE VERIFIED WITH OWNERS PRIOR TO ORDERING. JOB#: 6/24/2022 TYPICAL CLOSET SHELVING � ti rt1E :f SHEET NUMBER: A- 1 5 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° RAFTER Ile WALL STUD ENDWALL CRIPPLE STUD o ° BOTTOM PLATE o RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JAC K STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER1 DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. V1 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER 1APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC 0 A 19 i--1 WALL STUD go THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL. STRAP LOCATED BY CONTRACTOR W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Ft RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ^ VENTILATION WOOD H SIDEWALL FLASHING JOIST Z FOUNDATION TOP PLATE _jl FINISH WALL AND MOISTURE BLOCKING 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA Z BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED, ALL OPENINGS WOOD GIRDER H INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ^ FLASHING TO FORM CHANNEL F--d INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE r'1 AND SO AS TO MAINTAIN AIR I--•1 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT ' OF FLASHING 2ND. FLOOR WALLop ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W Q SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O � O WOOD JOIST (— TOP PLATE p Z GIRDER/HEADER a' SIDE WALL FLASHING 1ST. fL00R WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST E-+ AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD E� FLOOR JOIST DEPTH LSP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM O r-1 DRAINAGE CHANNELS AND F-+ INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18 o. STRAP AND JACK STUDS LOC ATION USP NUMBER DESC RIPTION APPLIC ATION F�1 °° / 9 PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET F 2 HIGHER THAN LVL HEADERS CONFORM TO SLOPE IR JOISTS APROX. 1/ 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR SILL GASKET WOOD JOISTS ` NEOPRENE ; c*5 N o TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET j1�. ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE Cs 6 MIL. POLY v ' .'~ u DAMPPROOF EXTERIOR , ' I BOLTED TO STEEL BEAM WITH o GRANULAR FILL 6MIl. POLY ON EXTERIOR b �,^ ry `� 1/2 " DIA. BOLTS @ 48" o.c. STAG. C7, "o - s vIn STEEL COLUMN ¢ A ` `� x o It 00 11 e a I ° a � n ROOF JACK �� `� c'l �+ w V CONC. SLAB u `. ' 'p �I. 1\ .. .1 STEEL BEAM ^Cs C� m v E a A o V ANCHOR BOLT EMBEDMENT: I I . o v 00 N • COMPACT FILL ° p POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL u p V / h D BLOCK WALL: 15" `� I TOP AND BOTTOM PLATE 4 m � ROOFING LAPS m u v ° d ° p r ^ FLASHING AT . WITH 1/2" x 6" ANCHOR BOLT � �, KEYWAY FOOTING o � i w o p'p n CONC. FTG. p b% G c' SIDES AND TOP U USE WITH 3x3 SQUARE WASHERS 1/2" GROUT _ U) a o 04 ^ ^ ° ANCHOR BOLTCONNECTION ` It ) co 0 0 IN REINFORCING BAR I I 3" STEEL COLUMN o ' p w DRAIN TILE p FOUNDATION 5/8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION II Rte. SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION1-2 STORIES 57" OCQ SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL V O SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOOR I o-_ N USE 2X8 F-4 FOR B LOCKOUT STEEL BEAM ' 4" SLAB ' P.T. PLATE W/ 6X6 WMM M I I SLOPE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE �`,` I Q �1 e �`1` 7 1 �" _ •p • ea a . ( ) / WITH A NAILING PLATE IF NEEDED p AT END AND ES OF WOOD ,p p ° ° �•e .< ° • STOEELLEBEAMOX.TO IALLOWR ORHIGHER SHRINKAGE GRADE ° - --- ----z BEAMS _ ° 'o D o 'a • '° PROVIDE STRAPPING TO KEEP JOISTS ALIGNED Q a�` p -n� -<<- • Q • � s Q ,, c T� IJTf-1I I ° °e ° e . ) � 6X6 W.W.M. 4 _ 12" b a a a • , II-11— II-11L—II MIN. ` .e C �• o P ^ P', A ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -II p p ° ° n �D I�hII —SUB FLOOR •� GI REINFORCING BAR •. NOTCH EQUALS 1/4 DEPTH OF BEAM II—I I 01ST . C REINFORCING BAR DRAIN TILE �f ►I 'a e° i�1 ' a 1•° ° ° ° ° 1 IT� 12" SHEET METAL / 30# FELT UNDER BEAM AT POINT II L• n e e m - STEEL BEAM • OF CONTACT WITH CONCRETE OR CONC. BLOCK _ffi-fff-1 l f-fTi—ffT-iii= i i- • •° 3" PLATE (BOLTED TO BEF ,,,�4�';.• ''��„'�`, ' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a^ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH2 '' � ( ) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM WN: MH MS GARAGE DOOR BLOC KOUT DRA ,� ,' x�� .� '� � � SCALE: BEAM POCKET � �� �F JOB# ,t E ,,�► �,�r ,�'-� �+ 6/24/2022 o�' SHEET NUMBER: A- 1 6 i d REVISIONS: CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNR E LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED N HAZARDS 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHTTO 11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. TO HEAVY MODERATE SOIL COMPACTION: 4" MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 0 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts rn Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER1 DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION I USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 I LS26 118ga. SLOPE HANGER APPLY TO EACH RAFTER 7LEDGER/LEDGERALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. O ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD [—� 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS _r H RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. TOP PLATE TOP PLATE BALUSTERS WALL STUD RIM/DECK JOIST ° HANDRAIL NOTES: ~ OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types H or provided equivalent graspability. nH HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN. 2 1 than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /2" DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"- 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT ER PLATES TO EACH STUD EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4" DIA. MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER 0 profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the O O tallest portion of the profile.The minimum width of the �+ GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a O ° maximum of 2-3/4 inches. Edges shall have a minimum w Z POST/COLUMN o ° ° radius of 0.01 inches. JOIST ° ° `O POST/COLUMN O U NAILING SCHEDULE W M � GIRDER/HEADER ROOFSHEATHING: O a NAIL JOINT DESCRIPTION QTM SPACING NOTES ^ °O POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNNAIL ECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRt/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMOP I RAFTER o CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL m o CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ON u ° ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL o L`' °�' GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O � � p. BEARING PLATE P° is M 0 OVER PARTITION WFCM-SBC LAP NAIL ° x o ° • COLLAR TIE AS PER TABLE 3.4 EACH FACE ti w Ln v TO RAFTER WFCM-SBC END NAIL 0 00 ° WOOD JOIST BLOCKING EACH TOE o • >° "• 2 -8d COMMON Cz ,~ d tz TO RAFTER END NAIL RIM BOARD EACH END LEDGER I I °" >° 2-16d COMMON 'n U cn ° GIRDER/HEADER I I CONCRETE PIER C WOOD JOIST Y TO RAFTER END NAIL 00 N v WOOD JOIST WALL FRAMING: ua JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x 2 - 16d COMMO PER FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) TOP PLATE FOOT I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM 4- 16d COMMO LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL � IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD 1 I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE REQUIRED 1 I STUD 2-16d COMMO O.C. NAIL U FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE M HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2 -16d COMMOP I PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 - 16d COMMOP I PER 2x6 STUD NAIL N LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2 - 16d COMMOP I FOOT FACE NAIL END JOIST OR BLOCKING 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: U @16' c MINIMUM (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES '14 BOLTS �— QTY. SPACING P844 POST a ' p JOIST TO: PER TOE ANCHOR dia • SILL,TOP PLATE OR GIRDER 4 8d COMMO JOIST NAIL FLOOR FRAMING o "o PIER 16"TREAD • • �•-• o ' o � ENDINIMANCE V � s°• 2x JOISTSBRIDGING EACH TOE >.-° 4 :o °: 12"x12"x12" V^ V ^ �� TO JOIST 2 8d COMMO END NAIL GRADE F,94u: ,¢ CONC.SLAB •°ro y •. •o ••$••• CONCRETE FOOTING .• BLOCKING FOR (AS REQ.) ° `^v `� v TO JOIST END NAIL Q° 'g pQ y y BLOCKING 2 -8d COMMONEACH TOE JOIST HANGER ► W°; C 8"dia. e ° DECK PIER v ^ f' �r •�, LAG BOLTS p e p ° ° CONC. ,''°° PER PLAN BLOCKING TO: EACH TOE +C #te�aa .. " 3'-0 a^ PIER 3 -16d COMMO °Ig► I .7! 9/ o HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAILr'/# ! f✓� 4 RIM JOIST/BD. ° n ' �q- e4-' �' `�9 .�, SIMPSON STRONG TIE MODEL STRRI/2 9 -. 9 LEDGER STRIP EACH FACE r ti DECK POST FTG. CONNECTION 3 -16d COMMO ; �� A°• • °-4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS '�' �: � °�t�r' DRAWN: MH/MS TO BEAM JOIST NAIL � �, �v LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE 11 1t;p f SCALE: 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -Sd COMMO JOIST NAIL ,!+ ;$fir ," � 70B#: DEC PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END 6/24/2022 TO JOIST 3 -16d COMMO JOIST NAIL `�A ', d�s SHEET NUMBER: BAND JOIST TO: PER 2 -16d COMMO TOE NAIL "`�•.^--- •- SILL OR TOP PLATE FOOT A- 17 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS NO STORAGE to EXTERIOR (LIGHT sound -and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) ) 20 EXTERIOR (LIGHT FRAME)STEEELL WALLSOOD 14 RAFTERS GREATER THAN 3:12 PITCH U180 ) NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 TheSE! codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CEILINGS (GYPSUM)CONCRETE WALLS (6"THICK) 85 ) U240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH ENDND NAIL GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER, STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER EEXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift PASSANGER VEHICLES 50 NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 Z 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 O construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 E"I precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) p P p p g pTOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all w ROOF - FOUNDATION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMONJOINTS FACE DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE p pp 2 - 16d COMMON O.C. NAIL Sym.: Q attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). Th. General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Z 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD ~ determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Q 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. LOAD HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. 4 - 8d COMMON masonry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on rade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g P TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) p y anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD Q Sltt OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). alongthe open top art of the building. Connections to the ridge and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O. . 8d COMMON 4" O.C. SEE NOTES: 1,3 L/l� p C) P g P g g LEDGER STRIP EACH FACE @ @ 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES H DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE O 7). Dam roof exterior of foundation with bituminous coating as required b current TO BEAM JOIST NAIL a Z PP g q Y THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END O U the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, w H BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON a SILL OR TOP PLATE FOOT SEE NOTE: 1 o Girders on concrete piers shall be anchored with proper steel connectors anchored 0 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: oc For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) CD 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. � I~ where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD J, o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS "� v Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 °� _ U O ) O g 6). Concrete piers shall be a minimum 6" above grade. o m o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: `O-a� openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING o00 Ln 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall m U " 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBCCa U anchors where applicable to all connecting joists. PLUMB 1NG NOTES be used. Lo 7/16" OSB 3" O.C. EDGE � v ,� 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6d COMMO 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N �, v Floors to have ceramic tile installed shall be verified forro er load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. o w on plans. p p p y WALLBOARD 5d COOLERS 10" O.0 ..FIELD 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g• g P other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION p q g p p y QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W 8). Dormers running up roof rafters are to be supported by double rafters on either side 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. H state code and manufacture's recommendation for maximum hole size ands spacing permitted. wherE! applicable unless otherwise noted. p g p STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL l-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1 1" OR LESS 8d COMMo 12" O.C. FIELD (5.7 SQ. FT.2ND. FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF p NOTES• NYS Residential Code R302.11 -FIREBLOCKING REQUIRED V) under all bearing walls. cn 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. � 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. N 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED 1N SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor � equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding10 P4 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing �� 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, U U Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. x adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed � members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over SUbfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S. Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. p �•; < ;,rix 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 �� ^. �!�p •.�� ° ,rti torch down type material over. and R315 of IRC. y. „ i� ., DRAWN: MH/MS SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G "+� � ! JOB#: OR APPROVED EQUAL. INSTALL WITH CAP " c;�,ds k be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. a�*(, 6/24/2022 AND BASES.USE WITH FLASHING CAPS TO X,y SHEET NUMBER: COVER TOP A A- 18 a. 1 F {z; x O z i ED O u p F o � N N HOT TUB UPPER DECK ;Al 4 dz a :• 6 . nva vQ v .� . • LOWER DECK •A� ,� v N •; 84"X12"CONC.SLAB v q o c: :• D D •6 , U .1 U •' � N HOT TUB SECTION A - VVV W-0J SCALE: 1/4 - 1 -0 DRAWN:MH I MS SCALE-JOB H: I/I2024 � C•�' �l, SHBET NUMBER: S1 C EXISTING LOWER AND DECK CUT BACK EXISTING LOWER \ DECK CUT BACK .� (2)2X8 ACQ GIRDER (2)2X8 ACQ GIRDER (2)2X8 ACQ GIRDER 1 1 1 (ADDED) (ADDED) (ADDED) A/ ' EXISTING LOWER ' NEW BENCH EXISTING STAIR / �� / DECK CUT BACK REMOVED AND REPLACED NEW NEW LOWER DECK / PLANTER PLANTER f EXISTING LOWER DECK BENCH REMOVED 00 EXISTING DECK ROTTED BEAM REPLACED IN THIS AREA ooz UPPER DECK / z z w o•- EXISTING UPPER / DECK CUT BACK a / N NEW DECKING AND RAILING(TYPICAL) i E aC.' a-+ c LEI 9 HOT / N TUB c o ; UPPERcD KK N ADDITION °p '.Y 6 AS BUILT FLOOR PLAN - DECK �ti`" =Y� , SCALE: 1/4" = 1'-0" EXISTING UPPER / DECK CUT BACK X r� DRAWN:W/MS SCALE JOB 9: 3114/2024 SBEE7NOMBER: EXISTING UPPER DECK CUT BACK /yA —1 REVISIONS: SCTM # 1000-115-11-16 GENERAC' DESCRIPTION: TOTAL AREA LOT COVERAGE: GENERAIE --- 26 kW Features and Benefits ' PROPERTY: 19.166.90 SQ.FT. 0.44 ACRES 2� ��� _ GUARDIAN® SE Engine • Generac G-Face design Maximizes engine"breathing"for Increased fuel effldancy.Plateau honed cylinder walls and plasma cooly Residential Standby Gene dogs help the engine urn cooler,reducing oil consumption and resulting In longer engine life. ESTIMATED AREA E: 8000 SQ.FT. • "Spiny-lok"cast Iron cylinder walls Rigid construction and added durability provide long engine life. \ GROUND DISTURBANCE: *1 Air-Cooled Gas E • Electronic IgnitioNspark advance These features combine to assure smooth,quick staling every Ilene. ` DEEP HOLE • Full pressure lubrication system PressurizedlubdcetlontoallWtaibearingsmeansbettarpertomnance,IessmalMenanc ndlongerengine s� life.Now featuring up to a 2 year/20D hour oil change Interval. 11---1--l".-i,,iii,i,�-r� Standby Power Rating • Low oil pressure shutdown system Shutdown prdtectlon prevents catastrophic engine damage due to low oil. ` ` O2�/ ¢ CREEK Q' INCLUDES: 000729iG00729I-O(Alurd,,, -Bird-)-26kV)60Ha • EPA Certified for non-emergency applications Allows unit to be used for demand response applications. HOUSE: 2888.2 S FT. 15.0% • True Power"Electrical Technology • High temperature shutdown Prevents damage due to overheating. / FF(6 • Two-line multilingual digital LCD Evolution'"controller Generator / \ Fyy� ` O f/. GARAGE: 482.2 SQ.FT. 2.5% (Engllsh/Spanish/French/Portuguese) ` _ • Revolving field Allowslorasmaller,lightweipMunitthatoperates2 moreelAcieldythanarevbNingarmaNregenerotor. O 1 • 2CO amp service rated transfer switch available Bdy �""�'�, • Displaced phase excitation Maximizes motor starting Capability. ///��� k o • Electronic governor •0\ tiFgO ,eye• UPPER DECK: 640.2 SF 3.3 /o • Automatic voltage reputation Regulating output voltage to±1%graven amaging voltage spikes. • Standard WI-FI°connectiWty • ON • UL2200listed For your safety. Ary F rURF \ • System status&maintenance Interval LED Indicators == � (_J`•.%/ LOWER DECK: 180.8 SF 0.9 • Sound attenuated enclosure Trenafsr SwitchOf appllenbie) � F�! � FR s�T;Y), � • Flexible fuel line connector • Fullyautomatic TransfersWtalelectr oadstotheenerglzadsoaceofpower' \ �\ FgTyO \ FRONT PORCH: 53.0 SQ.FT. 0.3% • Natural gas or LP gas operation G_ENERAC'\� • NEMA 3R Can be installe�rside or outside for maximum flexibility. F� • Integrated load management technology Capability grape additional loads for efficient power management. F,ry 7 • S Year limited warranty • Remote mounting Mounts err an existing distribution panel for simple,low-cost Installation. \ \ \ \ �'Li'i�\ • Base fascia » \ \ OBE •6a/ • Listed and labeled for Installation as close as 18 in(457 m )en to a Evolution-Controls //� T structure." J- • AUTO/AIANUAUOFF fluminaled buttons Selects the operating mode and provides easy,at-a-glance status indication in any condition. \ \ ^1O, �x ,S NON \ lkyFAO \ ` SEPTIC SYSTEM - "Must be/ocatedawayfromdoors,windows,andfreshairIntakesandln �/ or a�L us ,;,, Two-line multilingual LCD Provides homadwrlerseasllyvisible logs ofMatory,malntenmca,and events upto5goccurrences. ( \ ?RF accordance III local codes. c 1a w O QU'� `� \ BUFF \ • Sealed,raised buttons Smooth.weather-resistant user Interface for programming and operations. time CETL a CULceninaarlon only apyles to unbundled ilnNs and units pecktiped \ • Utilit voltage Constant) monitors tit it valta e,se slots 85%ring riot BO% ick-u,Of standard voila e. with limited drwd switches.Units pat pad with the Smst Switch are L m L \ Y g g Y Y g N P P P 0 \ \� \ ` •\ \ sertnieamlheUSApoll \ • Generator voltage sensing Constantlymonllasgeneratorvoltagetoverifythecleanestpowerdeliveredtothehome. `\\ • Utility Interrupt delay Prevents nuisance start-ups of the engine,adjustable 2-1500 seconds from the factory default setting of 5 b , '�\• DRYWELLS - seconds by a qualified dealer. -�' ry 20.9' • Engine warm-up Verifies engine Is ready to assume the load,setpoint approximately 5 seconds. o \\ \ F FEATURES • Engine cool-down Allowsanpinerocpolpriortoshuloown,selpoiMapproximatelylminute. y� � LOWER ;I O IF:NOVATI!'F ENGINE OESICN&P'SORr,U5 TESTING are at me head of Gen- O SOLID-STATE,FRF^UENCY COMPENS'4TE0 VOLTAGE]REGULATION:This • Programmable exer a Operates engine to prevent oil seal drying and damage between power outages by running the generator for erac's success In providing the most reliable generators possible.Generac:s G. stale-of-the-art power maximizing regulation system Is standard on all Generac mod- 1 4 \ face engine lineup offers added peace of mind and reliability for when It's needed els.It provides optimized FAST RESPONSE to changing load conditions and MAXI- fl minutes every other week.Also offers a selectable setting for weekly a monthly operation providing � d' UPPER 4s DECK \ '�•\\ \ flexibility and potentially lower fuel costs to me gwneL 17.4' DECK 'me e most.The G-Force series engines ore propose built and designed to handle the MUM MOTOR STARTING CAPABILITY by electronically torque-matching the smile • Smal bar r charger Delivers charge the battery on when / \•, �' O rigors of extended run times In high temperatures and extreme operating conditions. loads to the engine.Digital voltage regulation at t1%. Y A rg ry ty en needed at varying rates depending on outdoor air temperature / be • O TRUE POWER'"ELECTRICAL TECHNOLOGY:Superior harmonics and sine wave O SINGLE SOURCE SERVICE RFiPONSE from Generac's extensive dealer network Compatible with lead acid and AGM-style batteries. / '^ do lam produce less man 5%Total Harmonic Distatidn for allity pualny power.This provides pans and service know-low for the entire unit,from the engine to the small- • M line circuit breaker Protects generator from overload. / ® 21,8' F� •> /�O allows conlldere operation of sensitive electronic equipment and micro-chip based est electronic component • leclronic governor Maintains constant Hz frequency. GENERATOR a U7' ■ S iappbances,such as variable speed HVAC systems X 5'-8"X 2'-dJ'r _ ` V TOTAL: 4226.2 SQ. FT. 22.0 O TEST CRITERIA: O GENERAC TRANSFER SWITCtfg;Long ltla and reliability ate synonymous With Unit FUIITSU HOT TUB 11 GENERAC POWER SYSTEMS.Ore reason for this Confidence is that the GENERAC ✓ PROTOTYPE TESTED ✓ NEMA MGi-22 EVALUATION • SAE Cher protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature,withstanding CONDENSOR ✓ product Ire Is offered with Its our transfer systems and Controls for total system SYSTEM TORSIONAL TESTED ✓ MOTOR STARTING ABILITY winds up to 150 mph nce ems. Hinged key locking roof panel for security.Lift-out front for easy access 3 01 ti• .S� \ compatibility. to all routine maintenance hems.Electrostatically applied textured epoxy paint for added durability. / 20.2' O MOBILE LINK'CONNECTIVITY:FREE with select Guardian Series Home standby • Enclosed ethic I grade muffler Quiet,critical grade muffler Is mounted inside the unit to prevent Injuries. generators,Motile Link WI-Fi allows users to monitor generator status from any- where in the world using a smartphone,tablet,or PC.Easily access Information such • Small,compact attractive Makes for an easy,eye appealing installation,as close as 18 In(457 men)away from a structure. / as the current operating status and maintenance alerts,Users can connect an Mobiel ,sersaretaencar dealer re fast,extpoweand agProactive aervldE With 'FIN STY.HOUSE METES AND BOUNDS BY: T. EASON LAND SURVEYOR Mobile Link users are taken care of before me tied power outage. / _ / _ � FIN. FL.19.62 6'dls /•/ 6'deep " GENERAC l DATE: 1/2 7/21 1I be PROMISE 0 M I S E y�O F©t (� / ELECTRIC 20 DW/ .... .. EL/ .................... METER VVV IS O / a M o co/ m 16DWtoe N / N GARAGE / ;' a / EL O ry 0 / SLAB 18.89 / < GE ERAC' GENERAC' O /t6 ONT0.0L 26 kW Feat res and Benefits w 26 kW Switch Options 6'dl� 18.73 21,9'N EL EL PANEL / (6'deep I EX.CONC.APRON / EL L Service Rated Atrtnmatle Transfer Switch Features Model 2007211.0(20a" - / DW 1.� , 18.07 14.2' ) 81 F Installation System � / No.of eyes 2 • 14 In(35 6 cm)flexible fuel line connector Listed ANSI Z21.75/CSA 6.27 outdoor appliance connec for the required connection to the gas supply • Intelligently manages up to four air conditioner loads with no additional nerdware. curmm rating(amps) 200 0• ': 0 / FAO piping. • Up to eight additional large(240VAC)loads can be managed when used In con'unctlgn \ , "�� 6'dfe Oh g I Nonage rating NAC) 120210,10 Py \ // S?) 16'deep 1 • Integral sediment trap Meets IFGC and NFPA 541nstallaUon re ulrements with Smart Management Modules(SMMW. / `D2 ! °!/ Dkx7 g p q Ulbly whole monitor(nxea) �� �.�, �• / / • Electrically operated,mechanically-held contacts for fast,clean connections. Props 00% Q" ` `'�0\ °•� / p / Conneotivity(WI-Fl equipped models only) • Mein breakers are ratedfor 80%contlnuousload. 'Return to till ° Approx.13 sec / .61 p1 �1� � k /ry 17.7 • ADIIIty to view generator status Monitor generator with a smartphone, et,a computer at any Ilene Wa the Mobile Llnk appllutlon fa • 2-pole,250 VAC contactors. Etlm uL tinted Standard b 01h/ complete peace of mind, • Service equipment rated,dual toll design. Enclosure type\ NEMMUL 3A . �` / •/° • Abil ty to View generator Exercise/Run un and Total Hours Review the genaratdrs complete pr ectiOn profile for exercise hours and total hours. Circuit breakerpmteaee\ 22,01k F`76S GRAVEL • tilted for both aluminum and copper conductors. 'Lug range 250 MCM-#6 `s , • AbllltytoViewgeneratormaintenanceInformation Provides maintenance forth, fill • Main contacts are Silver plaledor silver allay to resist welding and DRIVEWAY ••-�' �'; IT1 yy p ry y Y y g g ° ry. sticking. •Funplonal EvahAlan controeer\ , o�, ,,° PROPOSED SITE PLAN • Month) report with previous month's activity Detailed monthly repels 0 de historical generator Information. • NEMAAJL 3R aluminum outdoor enclosure allows for Indoor or outdoor mounting flexibllity. Exercise can be sat to weekly,bb eldy,or monthly A ,- • Ability to view generator battery Information Built In batter IN; noslic Isplayin currentstateofthebate . J'/ gyp# • Weather Information Provides detaile71ocal bient weather conditions for generator location. DiRIB0Si00S fases , • - v'•,-,--, / 200No12V2%It ` ,90 �, SCALE: 1" = 20'-0" SK"PM �-r \ UNDERGROUND S M1d31 J��•+ / TEST19.7 /e EL ELECTRIC IQ WI EL 19.7 a/ 18 In 26.8 30.1 10.5 13.5 fi 9 O/j ww A cm 67 95 76 43 26.67 34.18 17.5 O L• CO .0 EL Wild Ranges ` N�RG� 19.07 18.66 Conductor Lug I Neutral lug Ground Lug 250 MCM-#6 1 350 MUM-#6 210-#14 FtiTp• ` V1 d O �CF UTILITY w �- /w] • POLE 4I C• •/ \� LIL All 20GA o r3 0/1 0CD O O O O �- NGo k° LO ^ M o 0 4� Xp° ou 00- GENERAC* GENERAC' HIGHLIFE° COLLECTION JHotSpring° 0 26 kW Specifications 26 kW Available Accessories JETSETTER® /\ to Generator Model# Product Description ON V ~ AYtl .l G007101.0 Battery Pad Warmer Pad warmer rests under me battery.Recommended for use if temperature regularly falls below 0°F(-18°C)�(Not rise- SHELL COLORS v it PIM essary for use with AGM-style batteries). OA ?v Rated maximum continuous power autarchy(UP) 26,000 wane• !G007102-0 OII Warmer Oil wanner albs directly over the oil finer.Recommended for use!temperature regularly falls below 0"F(-18"C). _•; �" W V Rated maximum cominuow power capacity(NG) 22,500 wars• " - applications. Y ) O Rated voltage 240 G007103-1 BreamerWarmar Breather ifoccursforueelnextremecoldweathan ficatlons.ForusewimEvoluKoncomrollersonl In �'!� ,ri 71 F Rated maximum continuous lead current-240 volts(LP/NG) 108.3/939 (heavy icing occurs. • Less than 5% G005621-0 Auxiliary Transfer Switch The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load that may not be r1 WhO. Ice lorry Platinum Tuscan Pebble !,(E Total Harmonic aalMion !Y ry g g Y s •a ', won. Grey Sun Man line erwlt breaker Ito amp Contact Klt needed.Na eomDadble wtth 5o amp pre-wired switches. Poasa 1 G007027-0-Bisque Fascia Base Wrap Kit The fascia base wrap snaps together around the bottom of me new air-cooled generators.This offers a sleek contoured • � # •a CABINET COLORS Number of rotor poles 2 appearance as well as Offering protection from rodents and insects by covering me Idling holes located In the base. [71 r7i �1�a1erul ro Fated AC frequency antis f • f Fornicator 1.d 0005703-0-Bisque Touch-Up Palnt Kit ff the generator enclosure is scratched or damaged,it Is Important to touch up me palm to protect from future corrosion. eallery requlrement(not included) 12 Valle,Group 26R 540 CCA minimum or Group 35AGM 650 CCA minimum Thatoucn-up palm ldt lnClUdBe the necessary paint to correctly maintain or touch Upagenerata enclosure. I ® q Unit relight(to/kg) 51e/235 6006485-0 Scheduled Maintenance Klt Gensrac's scheduled maintenance kit provides all the items necessary to perform complete routine maintenance one a e•+ on 48x25x29/12119x63.5x737 rasa IC7 Java Charcool Blackwood Linen Brushed Dimensions(L x W.101n/e Generac automadc standby generator(ell not Included). �' Nickel W Sound output In d8(A)1123 it(7 m)with generator operating at normal load" 677 Sound Dolour In dBpl et 29R(7 m)wlth geneMain Oulet-Ted'"Iaw-seeed omrdse moae'• 571 �G007009-0 LTE LP Tank Fuel Level The LTE enabled LP tanktual level monitor provides constant monitoring of me connected LP fuel tank.Monitoring the LP Errose duration 5main Monhor t fuel level is an Important step In verhylog the generator le ready to run during an Unexpected power failure, COVER COLORS mks Engine -alerts ere available through a free application to not8y users when the LP tank Is in need of a refill. Engine type GENERACG-Fo s1000Sedes G007000-0(50amp)Smart Management Module Smart ManagementModules(SMM)areusedtooptimizeMeperormanceo astanbygenerator.itmanageslargeelse- ffd �) ( ? � ® u Number of rylinders 2 0007006-0 trical loads upon startup and sheds them to aid in recovery when overloaded.In many cases,using SMM's can reduce M O El Displacement 999 cc (IGO amp) the overall size and cod of the system, Cyilndmblaemend ok Aluminum w/cast Iron sleem G007169-0-40 LTE Mobile Link°Cellular The Mobile Llnkfamllyal Cellular Accessories allow users to monitor generator statusfrom anywhere in me world,using Nutmeg Gr,iRl Gray clack Valve anti Unitvalve g G007170.0-WI-Fv Accessories a smart phone,tablet,aPC.Easily access Intonation such as the current operating status and maintenance alerts.Us- ffrr ���{{{ lorltan system solid-stanw/magneto Ethernet ors can connect in account with an authorized service dealer for fast,friendly,and proactive service.Nth Mobile Link, S� CABINET AND SHELL COLOR OPTIONS' Governor system Elect,no IF Companion nets g,5r.1 `users are taken care of before the next power outage. Lpp!•.��a�' Slater 12 VDC 6007220-0-Bisque Base Plug fillBase plugs snap Into the gMng holds on the base of alb-cooled home standby generators.This offers a sleek,contoured Cabinet Colors Java Charcoal Blackwood Linen Brushed Nickel Oil capadN Including elter Aprox tg gt718L ;appearance,as well as offers protection from rodents and hmecb by Covering the Offing holes located in the base.Kit [V operating,M 3,600 contains four plugs,sulBClent for Use of a single air-cooled hone standby generator. Shell Colors Alpine White Alpine White Alpine White Alpine White Alpine White Fuel consumption G007301.0 High Altitude Kit A high allude kit maybe required when operating over 2,000 it(610 m)above sea level per U.S.EPA regulations.Op- Natural Gray Ice Gray Ice Grey Ivory Ice Gray V T Natural gas hsmr Ini eating me engine with the Incorrect engine capitulation at a given attitude may Increase emissions and decrease fuel Ivory Platinum Platinum Tuscan Sun Platinum 1/2 Load 103('S 32) Tuscan Tuscan Full two 333(943) efficiency and perfomisnee. Pebble Sun Pebble Sun Pebble Liquid trades talr(Uu1m)(Imrl 75(206 P761 1R Load Full Load 13'(3 63;)113 731 Note:Foal pipe most 1e seed to full load.Aepuired Nei pressure to generator fuel Inlet at all load our gas-3 5-1 in water column(0.87-1,74life)for NG,10-12 in water column(2.40-2 99 kI for LP gas Far BTU contanl,muOlpl /nrx250 1P)mna/rex 1000(NG).Far MMe_ga aide conlem,multlDly mum'x93.15(LP)m wMl x 37.26 ING). LEGENDARY MASSAGE SIZE yyy Controls Dimensions&UPCs 30 Personalized-Control Jets Dimensions 7'x5'8"x 33./213 cm x 173 Cm x 84 cm Two-line grain told mumdngual LCD Simple usw In!etace eon ease of operation. V •Soothing theam-Seat W Mode buttons AUTO Automatic atadonuNlity failure weekly,81-weeby,or Monthly sdectabie exerciser. •Soothing Streams Seat CAPACITY MAFIUAL Stan with slater central,unitstan on if utility hails,bender,to load tikes place UPC OFF Stops unit.Power is remand,Control and charger still operate. Predslons Jet Seat lounge Seating Capacity 3 seats with G00729D-D fi96471087307 "� Ready to RurAvalntenance messages Standard EASY WATER CARE water Capacity 260 gallons 195O liters aft Engine urn hour lndicalle, Standard G007291-0 696471087314 Programmable start delay between 2-1500 seconds Standard(programmable by dealer only) Water Care System Freshwaters Salt System Ready Weight 5151Its/235 kg dry;3.1251bs.11,425 kg filled*' Utility Voltage LaaLRnUm to L4114 adiustabie@rownoul setting) from 140-171 V/190-216V Filtration System t00%No-bypass Filtration ADDITIONAL FEATURES �y Future Set Capable Exualser/Exmdse Set Error waning Standard Exclusive,High-now TrbXs Fillers 50 events non '&;; �'+�^-� Smart Spa Hot Spring Spas Ape,Powered by the Connected Spa Kit a Engine wa/Mamtenance logs ,�r - 195 sq. Filtration Area Engine tat sepuence Cyclic cranking 16 sec an,7rest(90 see maximum donation) Technology Slater lock-out Starter carol re-engage until 5 sec after engine has stooped 3-` Cover Lifters CoverCradlea,CoverCradle 11,Llft'n Glides Surat Battery Charger Standard _ = LEADING ENERGY EFFICIENCY Changan FaunrMisshol AC waning Standard O Jet Pump Wavemastli 9000;One-speed,2.5 HP Continuous Duty, Steps Steps are available to match cabinet colors Low Banmy/Baltery Problem Protection and Battery Condition indlearlon Standard •-5.2 HP Breakdown Tongue Entertainment Bluetooth®Wireless Sound System(Optional) .Y Autemelic Voltage Regulation Man Over and Under Voltage Protection Standard Circulation Pump SllentRo 5000m for quiet,continuous filtration Cantrst System 102020s with wireless remote control ab ' � -''^`>I Under-Frequency/OvMcad,Stwi Overcurrent Protection Standard �a s:a 'r;a,'� 230VI50 am '� " ' Standard Hester Titanlum No-Faults 6,000 W 1230 V p,60 Ha �.'° „; e{^• ` Safety fuaedlFuse Problem Protection sm.in view eteo ,o_ (Includes G.F.C.I.protected sub-panel) s -- AiAomaticLos Oil PresswarHlpr,Oil F mperature Shuttle. Standard Insulation Multiple Layers of Foam Insulation,Certified to California ommslom shaanm4aorodmete See kablladm mmualfa mod dmmskna DO Na USE THESEDMENSIONSFOA INSTALIAiIONPIMPOSES Ile Over counk/Overapeed(®12 Ht)hpm Sanse loss Shutdown Standard Energy Commission(CEO)and APSP l4 energy efficiency Lighting System Luminescences multi lour-lone / High Engine Temperature SIMdawn Standard standards for portable spas N Internal Fault4nm"cl Wiring protection Standard _ ,f Common normal hull capability Standard Cover 35"to2.5'laDered,1.516 density from core,with hinge seal Field uDgradahle ilrmw9re Standard F ~4, l - x��i �0• , y r Faungaenmaolis Don )anal standby:Apphcahlela supplylnp backup Bowed for the duration of the mflllypower outage with coned malnfemnca perlarmea, y'( 4't°-:';' DRAWN: MH/MS *No overload capability Is available fen this rating(All ratings in accordance with 865514,M03046,U.220%and DIN6271).Madmum kilovolt amps and current are subject to and limited by such factors as ' +ig1 * e hnl lITU/Manc ioule contml,ambient temperature,altitude,engine power and condition,etc.Madmum power Oscillations approximately 3.5%for each 1,000 a(304.8 m)above sea level and approximately 1% n r m he aria ndln on Installation parameters. �•� � , , � ' � GENERAC' 7.,. �1 SCALE fen each 10°F(6°C)above 60-F(16°C).'•Swnd levels are taken from inerrant of the generator Sound levels taken ham other sides of the ge a ator ay Oh pe 0 W I C' Gerrac Power Systems,Inc,•S45 W29290 HWY.59,Waukesha,WI 53189• enerac.com 7F" ra=_ ,'4 u ti 70B#: U6 EPA ceN6etl for ran-emn0ency applications y R 2 O 2 ,. 020Y2 Brmnc Pwnreydem,we.AN taNa nsenwd.All apanlAeNom nruaNnts rhar,aewMoU nsaes.Pal No A0002026894!laud Owii202a •Noe 4ersaeonsulaellwmrnekme rnv.iwo,:eeaooavnsm• mom ram ewesem"oo"seeaexMmw.mv e,zo7a weMuweames•arvl � �! �`5''�• y'"y 1 12/18/2023 pH,"Io. rvery w lea e..wne,enepeemnwweweor751e:e.m - ..�.•t..s.•oas^` n4: �M1 L � Py SHEET NUMBER: v HOT TUB - GENERATOR SPECIFICATIONS S- 1 SCALE: NOT TO SCALEY t