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HomeMy WebLinkAbout49027-Z aof souryolo Town of Southold * * P.O. Box 1179 o0 53095 Main Rd uxTI,,'� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46759 Date: 01/06/2026 THIS CERTIFIES that the building ACCESSORY Location of Property: 80 Soundview Ave Mattituck, NY 11952 Sec/Block/Lot: 100.-1-1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/30/2023 Pursuant to which Building Permit No. 49027 and dated: 03/14/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Accessory pool house with half bathroom and outdoor shower as applied for. The certificate is issued to: George Kouvaras , Elizabeth Kouvaras Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1237 6/3/2024 ELECTRICAL CERTIFICATE: 49027 10/03/2025 PLUMBERS CERTIFICATION: Daniel O'Brian 10/21/2025 Aut oriz ignature OfsoUlyo`o TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE courrtr. y SOUTHOLD,. NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49027 Date: 03/14/2023 Permission is hereby granted to: Renewal Date: 04/08/2025 George Kouvaras 80 Soundview Ave Mattituck, NY 11952 To: construct accessory pool house as applied for perSCHD approval. Premises Located at: 80 Soundview Ave, Mattituck, NY 11952 SCTM# 100.4-1 Pursuant to application dated 01/30/2023 and approved by the Building Inspector. To expire on 04/08/2027. Contractors: Fees: Renewal Fee '145,00 Total 145 Building InspectorY� ��OStlFFD1��G TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • r' 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#: 49027 Date: 3/14/2023 Permission is hereby granted to: Kouvaras, George 29 Sunnyvale Rd Port Washington, NY 11050 To: construct accessory pool house as applied for per SCHD approval. At premises located at: 80 Soundview Ave SCTM #473889 Sec/Block/Lot# 100.-1-1 Pursuant to application dated 1/30/2023 and approved by the Building Inspector. To expire on 9/12/2024. Fees: ACCESSORY $240.00 CO-ACCESSORY BUILDING $50.00 Total: $290.00 i Building spector o�*pF SO�Tyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: George Kouvaras Address: 80 Soundview Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 49027 Section: 100 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Drago Electric License No: 44135ME SITE DETAILS Office Use Only Indoor (✓ Basement r Service r Solar r Outdoor I✓ 1st Floor 5-0 Pool r Spa r Renovation r 2nd Floor r Hot Tub r Generator Survey rr Attic r Pool House Battery Storage (— INVENTORY Service 1 ph r Heat Duplec Recpt 10 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph r Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt 40A Recessed Fixtures 7 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 8 4'LED Exit Fixtures Other Equipment: 1 OOA Sub Panel 30 Circuit/ 13 Used (4)115Arc Fault Breakers, Future Sauna Outlet Notes: Acc. Pool House Inspector Signature: x4r, Date: October 3, 2025 Sean Devlin Electrical Inspector sean.devlin(D_town.southold.ny.us 80SoundviewAvePoolHouse FOL/C Town Hall Annex ell Telephone(631)765-1802 64375 Main Road P.O.Box 1179 C* Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD -8 CERTIFICATION Date:— Building Permit No. .--7 7o Z go� Owner:64nraeand Clio" bWlo Cj (Please print) 411 Plumber: DFC (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (PlumberLgnat6e) Sworn to before me this C? day of 20 c? ftVicia Lynn Rond MCMARY PUBUQ 9rX1%OF MW YORK Registration No.0jppj&qM Conummun expires NotaryPublic' County SOUIyOIo # # TOWN OF. SOUTHOLD BUILDING DEPT.. u 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE .C/O [ ] RENTAL REMARKS: rq�wipl-v s i . ooll - 5 4 V &n_ 19C c e A S4 w a-le- e9A R 550 L5 - oa tAUS kX s 061.4'o►Z 4P cen, i Uf►V� DATE INSPECTOR. pFSOUT,�O� l 0 27 # # TOWN OF SOUTHOLD BUILDING DEPT. 'outm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ .] FIRE.RESISTANT CONSTRUCTIO [ ] FIRE RESISTANT PENETRATION ELEC H) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ . ] PRE C/O [ ] RENTAL REMARKS: Ox, DATE a INSPECTOR i so TOWN OF SOUTHOLD BUILDING DEPT. �A coum, 631-765-1802 INSPEC ION f [ ] ' FOUNDATION 1ST/.REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ . INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: `�'(�-rnl ol.e Aoc'umeL Al �YL�S�vYc.� C��2 ,46& 4 GwA1,61, DATE 7-0 ANSPECTOR OF 50UTyOlo # * TOWN OF SOUTHOLD BUILDI b T. °`y�o�►�,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: G d qc LI4�5 S . 7 DATE �� INSPECTOR gf SOUTyO� fool # # TOWN OF SOUTHOLD BUILDING DEPT. Mu 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] INSULATION/CAULKING . [ ] FRAMING /STRAPPING .[ ge"FINALo%O�-� [ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] . ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C C ee- 40_ S \. DATE O•/� INSPECTOR / \ 07 A M P Arch i to c t u re Address:10200 Main Road.Unit 3A.Mattituck NY 11952 Phone:(631)603-9092 Design + Build June 10,2025 Kouvaras Residence 80 Soundview Avenue Mattituck, NY 11952 Tax map#1000-100-1-1 To Whom It May Concern. Based on my inspection at the above address the foundation installed at the pool house was installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo, RA,LEED AP l DA l , DEC 1 5 2025 .:.. OFN Page 1 of 1 L ' \ • � ..'�;',_ ....� ._ _.�.�� _ !may n '4 AM P Architecture Design + Build p is C E � U E JUN 1 3 2025 f3oldfnq nepartment + x _ � 3 Flouril GGG J� Y ,.r�MrT'i�,, V� _'�Y w �` •fin {7$�.` A M P Architecture Design + Build OF so�ry��o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G OQ Southold,NY 1197 1-0959 �0 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: George & Elizabeth Kouvaras 80 Soundview Avenue Mattituck, New York 11952 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 80 Soundview Avenue, Mattituck, New York TAX MAP NUMBER: 1000-100.-1-1 Pursuant to Section § 144-8 A(1)of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction of a pool house without construction of the swimming pool CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When construction of the swimming pool has commenced. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: 6/9/2025 Nancy ey Building Inspector IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. yqo z7 AM P A rc h i to c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build EC EOV E June 10,2025 ® , Kouvaras Residence JUN 1 3 2025 80 Sou ndview Avenue Mattituck,NY 11952 Building Department Tax map#1000-100-1-1 Town of Southold To Whom It May Concern. Based on my inspection at the above address the foundation installed at the pool house was installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo,RA,LEED AP FLED q R� o �1 037405 -to FOF NE`N Page 1 of 1 FIELD INSPECTION REPORT DATE COMMENTS ��ro m FOUNDATION(1ST) c Ni 3 3 *Ytt -------------------------------------- FOUNDATION (2ND) rh z ooa o%2 ROUGH FRAMING& � y r• PLUMBING "�" 0 al'1 Al Glued uG�i7IL2. 00 �11,V5� ®2 conho �•a3•a d� G` Ivr�hr �- l s l7,d cl deu e, "s svnp— ©le Gtxck �v INSULATION PER N.Y. STATE ENERGY CODE 'l v v 2�.Q� C J�•�ic e Aix hb FINAL ADDITIONAL COMMENTS a (� 0 0� �3 O 4 145 feL# A 1AZ e.r 0u rec 'cl rn ro `O z x e —7 �. x `�o�ag�fFOCK o TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://WWW.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT . For Office Use Only PERMIT NO. Building Inspector: Z Applications and forms must be filled out in their entirety. Incomplete JAN 3 0 2023 applications will not be accepted. Where the Applicant is not the owner,an BUIWING DEP- f LLD- Owner's Authorization form(Page 2)shall be completed. T'OWNOFSOUTHOLD Date:01/30/23 OWNER(S)OF PROPERTY: Name:George Kouv_aras SCTM#1000-100-1-1„ Project Address:80 Soundview Ave, Mattituck NY 11952 Phone#:917-592-8767 Email:george.kouvaras@kamconsultants.com Mailing Address:80 Soundview Ave, Mattituck NY 11952 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11952 Phone#:631-603-9092 Em l msarabia@amparchitect_com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo, AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:63,1-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: \ Name: j Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION \ ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition . Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? Dyes BNo 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated,: Are there any covenants and restrictions with respect to R-40 NC this property? Dyes ANo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws;Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authoriied inspectors on premises and in building(s)for necessary inspections.False statements made.herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted B (print name)t '1ciniCtICCI9Authorized Agent El Owner 4 Signature of Applicant: Date: (� � 2 i I I ( STATE,OF NEW YORK) SS. COUNTY OF suffolk ) a AMP Architecture,-Jess Magee being duly sworn,deposes and says that(s)he is the applicant 1 (Name of individual signing contract)above named,. (S)he is the: agent (Contractor,Agent;Corporate Officer,,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all.statements Contained in this application are true to.the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. i Sworn before me is day of 20 Notary, Public ,. STAT...... , DeboraLOrlOwsll ' �AM Notary Public,State of Neiv'f(jfk- PROPERTY OWNER.AUTHQRIZATI I Pui i * No.01OR6280392 Where the a licant is not the owner , w' Qua1'fiedinSutlolkC4faiity ( p P Ei4 Y0P Commission Expires 09/t3/2 5 i residing at % LQaY'1�l t2 Vt� do hereby-authorize AMP ARCHITECTURE, 'Jess Magee to apply on my behalf to the _n of Southo uilding Department for approval as described herein. Aso Owr„� ' Ignature Date nt Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD v z Town Hall Annex- 54375 Main Road - PO Box 1179 oepout oent Southold, New York 11971-0959 ap , wn of 60 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(a�southoldtownny.gov. - seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 66 Company Name: (a t'41 p 'E`... e C\r"C, Electrician's Name: Fl Q�- O License No.: ME- AA �J Elec. email: ®c'q �,s✓�bct� At� Elec. Phone No: l 605Q �Ofrequest an emailcopy of Certificate of Compliance Elec. Address.: So_V eL S-'C-. ��n�A P1�. JOB SITE INFORMATION (All Information Required) Name: Address: SO So A\/ Svc 1`\R1V \0 C Cross Street: Phone No.: O(OG Bldg.Permit#: email: iDcA oc`.zc\\� �,\�% e Tax Map District: 1000 Section: too Block: I Lot: I BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): pooh. �1oc'15� Q,o oc�-N 350 Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F12 H Frame Pole Work done on Service? Y N Additional Information: i PAYMENT DUE WITH APPLICATION ?6 !�, �w i fAt I1`rytTS n A„`A�t[y5?ANOLN f ii�`� � .-.. GT/ZONIN6 DATA .. . , _. . .. - _ _ serFReJ._:Lc+1lty.i 'PRO..IE �iT�L ncTes aral.'iA 0M5 ta,aa aceorarq to"=-"reewe•e I ly.J A`C HAP '000-Ip0-I-I -I'I IS AN ARLY•rL.5 5:�°.AH .n^I N exec>tvderd A. F S/ES TO VERI�IGA-CN::Y A LILLVSLD i er rout rota u ev-w't Lau1°v.°>u:.r roeolmnee°t'em MI a eenrCm:ng v _ S C:nW Lodo Uap[°r 969 MICW V I;SaP!c Iwvatry d a nw ma•vlocurer aha ee V -• ZOhN6 DISTRICT R-4G NON-[.O\DR N6 _ _ N C O TH- ' >.;tip�`tx 5[frotk ty 0epcenv+n:of lebcr 1 cor[me'Leoecn.p•wbe j A NITKTS 6L OF K OWL. 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PRIVATE WELL pled,mvs[rave a mtr.Mvn bprotcr d 2 tr_aas. Tncre Wtelt u c ra+r•aan neMia depN below iw wtb:avert 1 I1.�FLOOD MAP DATA �- /`�Y T eiovaebn of,a adlea. I - MAP e:%10-C( 3N I FR AGGESSORY� - a>.,avo:lo^aw°>e d tn°vAOMs mat eodam ee nb ! WART 21.- 1 I MAP DATE:092 009 BUILDING ON 5LAB � U 0aoa ease ced`/A.0Wi9 cvleau deumut p.°Paeo• 10.A:aener P IP Fewtren•.s m t wt�.>g„atnln P.ar be I I FLOOD ZOf Em X W/STORAGE 1` '�/ narar rw,!o`r d.ra WPrwd end w'ng...:ee:of I i _ ` ( , vrovat.va ad Ntrrro..ve 0rs'w _row r Treatment 5y>ta, voterigtT NO c DAT4 I y lL M I :cDONALD EEosERVILes I ! 2.s:TE I=Rorecnol•✓slLr FEL'ING ro BE (O 3-cDROOMS) PROP.WATER SJPPLY LINE;- �y W • Rc �. I I Foe Lie NSTALL©As ZEO tReG B E r ra oP PROP.6'6X�'DEEP^ =.F.EL. 95' TG MAINTAIN:O'M!N, 1 S�P0 +, C � 5pL'TFIGLD,hY 119TI gOJI`•CJLD ! I.vA c.+[s ,Ira o-cma d Pa:aa _�. ca:AeA °,Nltcble 63U T65-36T. I I I DRYWLL FOR POOL HOUSE t\PROF.OITi^.00R SHOWER SEPARATION FROM t a,m- ema.a nlwr Po-m:vx mre Ix Pineee ena m i oGe° °p="'a. , m P=dn>la�l Ira n°>eron:re rat':x•`re>. tn•„nr..ey.me.a•e i I .-Ievc,=ossMAlL.eoM 5.�IRF,.eE nArRs OR t-�n-ANDS ARE No- a OUT:JOR SHOWER(UNDER 'SEWAGE DISPOSAL SYS�N ' n QO� s I .,ppe cl:s-�TI-a'.x or atnel caw n pronnlmd w+'p±o-a••a^ad°^o`•'h'°="nl.d rn,wcare ianrnrnde a.�- :r•'OO'of-E PROPERTY. NOT PERMITED TO 6E ,.�nq ream,.mod °I>:rq apnral Drat laraekm.ry man:trq I i 5EP,RATE,APPLIGATIONI �` CONNECTED TO ! 1 I a I:A O:tTS K to°xpt rx tuY I progeoLmerl Ae tier peel bos:+ill be cae•sIG u•1 Uy tw Oepertnw+[a° I 4.ELEVATIONS REPERENt E NAVD'Q88 SANITARY SYSTEM! I / v >ePtK ram :< ee`•=1 t - en.e-w-caae e,,>la a°v2.vA OnTS:n,++racara cpprov°I. I I�L ij cAz<ewm¢t LOAM 5l5°GGSO"W _____ 11 1 i52.5G' uj r.eeat,nw n acecraase•.¢n ae<Ias 5-Ot aw}.o•d d tw I/A meter Oar Pr>vloa rve:bn c:w-ly j I I S.ANY V:51SLE' !t 5-OLATEV V Ta - �e _ Q en6>tnee°-a' 'eaNnee a ero nwlm nr m pawl em+cw°e e v en:..•mar I i I �ar=er PRaPszr Ltr�s ARE - 9.Irlo,e oFcwlx,pCified,der bad`trq>[•vcoro/aucn Tat :a ameaee n edap d slant I DEPICTED ON 51TL _______________ ____ ____ ___ ________I.L___ __--________- OF In I 1 1 [rl i reca..a a I/A errs:.w11 be de.lgne>.nrcaeaan•+o-xctlon enm:eat m be>a-':ens a: I I t y + I In e-10+aw 5-I!O d Inn>tcm-d 9.4ta'ar pact Pmcc•nw.s v>p:a-I i 6 PROPOSED-.IG 5Y5F_M DF�EN:WENDS _ �- _ - au t.ne,a:e.v'm+'g va wed to aceeaa o-e rmlda n!'Jw bv:ie>q. I I I I TO AVOID TNa RF"AV.AL OF AM'CTISn NG I 4.At a man.m nil 114 O'nTv>eaaran[rasa sln.Mve 20-w.n A.he pow.oox mat be.ens v1a.'d dv sys�""bcatlm o No.p _ _ _ ❑ cwcroo auesa aomegs ee a-nee located we Me'nbt aw teen:t, aeacla`an^•aaeow.ra. I ��5lAAY B MAD.5 AVID LINEAR A� _ __ ____________ T T al I I� I eD FENCE; ^� I I I ee Covets d•a:l ra o'[w-]e=ru dv>netu y:t Pa j THAT ALL REMIREO MI'i ' SETHALKS 2-IG NEAR F_, I I I oc:-preor loetnq cme Ten rovr/s a tnanr'eam 0 9 rw,an.°'Pael sna:l m Diana d.a rrnf'ome w: I I I qRE MNNTAINm.INSTALLER TO C,ONTAGT _ r ( �.- I' n I �n°i g°dn.al coven va rr r r lear>sedu w m>tf`•-d'r t rvEwAi ee aro ':r>,raeerm 5[ergrncy I+onS„^n^t Agar`cy I IOR I dowo NY.+aec!•an r I• r etarvxd rTrtu+cmenb. AR RTrNTA IF RELOLAT!ON EN �r-I FI I I REORIENTATION OF COM.�ONEYTS BEMIRED PROP.BUR:D- -_ I I I •.rNrn a I:A o'rtr7 a opera^'b w •'.:ea r a a>.a..a;w -. >nn• - tbwl=loco-a Ma,.reev ter. I I I E_EGTRIG UE ,IIL` I I l\I PROP. Ue vent>rd:Iz°°>' a smeneee m x-a°.w:.':+.N.V'x:�alrlrai`:rnu.k 1 T. T.DUE TO E%!5TtNE`SOIL COt MONS A I -� G.O. i t I /-I"v\-ER paurg oroo. m ; 'tMta,d n9-20 a H-20 leedna m esme• AASNTO. exbv t to es1'r eleevtco:co•+d+lt-F° I I I IiEALTr D6'AR^:1eN'NITNE55--J TEST \I I G WP I gcac iltra^y res S.a i E%AVATION:5 tZ0'lIRED.CONTRACTOR ���N \ ,�•, 1 i •vc'ER a.oorwgep altar:w:A Pe•�x[[ed user-;'A OMa:a -_o..mle mr,['nave°pPR'Prb[c xe;n to yoven:gc>°>nw mey I i "ST DIE TO AN ALGEPTAS=LA, R OF PROP.wAIR- I I :GA ✓.• m d x.u>ge eap°>e1. Iran reannq!-a r pe,.a t>.eekn boxm •I I G:LAN SANT.a GRAVEL..ANC F4:ST HAVE -�L� 1 I '-45° T.wtr.eesran mall M a:>-mgn'ne,a I;A O..rs Qa a•n 9.End'>'.>eam sFa11 en ect eAr Qo r„rn•Uanmg w.vs>neam 'I I e-EAN SAND a sRAVEL ON sITE To SUPPL \ 1 i _ y; i EXIST.L'T_`Y r ,star teckmm�be canectee-< unicl• me a:d v.> i 1°ene:kl can be reamly I I I 9AGKFILL TEST EkLAVATON..CONTRALTOR 1 `1 - _ cup TO GOOROMAre TEST EaLA•/A^.ON u! I I PC r. Ltl,u+°o �cpty f�uac attd'n9 pw>b`wr' cca�er Ic:.,ca'Y m ro o e Md m I !I REAL. _ --- - PROF.E oXH' I I \ - cEP-�� _ .R I I 16 I- W odr�Aaw� rnN4e:>,et°�,:ojue t�a°ra:rwre.o•o .eC gwrro ewt .am•-Na. I j �ur,IVI4�u I�PofwA�oN. PROPOSED NSROUNG� r(✓!-G0'.�N_G. >nw _ POOL a HOT-a 1 T���PRIP. SWIMMING POOL O WIRES a F 3 I i °'-eaJ. °a�.t.n:e.yed to Y e�vp':M a c°ntro Via:w'tF.mcoe of I I I I AP OF$ALTA:RE ESTATES 1 DW I PROP.='O 111 y.T.e a�:+•nda:etsneg:a+=as _o Paem:=_ -m aw°r'era e;>ram err•5 a I! :I Lo-N.YeER 5 I (JNDEAPPI_IGAT�IC:Ei'' I I P ` I ttl F'JLLO NG _n i e A,ram. HAP�. _ H.T. (UNDER SEPARATE -.fJNGTiON 't f• pa vauurr re:rg a..a<r prcaree ra:rg I: I I rl_CD AUGUS^3 1966 APPLICATION) _ ANHOLE e eo�d - F �rtages ceNrriast t I_- _� I I w - se I m CONS T?JCT,or..: n.xzAOGmry a�b rw tat s oppr°vco I -9't a^° I/A a+[•.. ' I ' ` z / ' earoI+a.:a'•mieRt v°,MzocTnb3tJt'havrx'se e e c.be.T3neso°`�Iwec=ea+_x:�a.s/>L:rsc+°zao:T L-er:>aM 4'to-I I-'H^o•vPe te°apa:,a..'_.n:_x:aca ttoo-�r�aurt-"e>r.:.a.Ee-N[r a._r 4erw.ree.e q1 ra0vo-e r•. er�ax nwo M m tl.Ie',w Pmx 3rmuaP s:i e xms•.rylt'Y o,d-a:mo t w,Loia-'Oc sem lmcea:pc-aresmat.a,a rsr e,:xrm n e+er`tarm.gidamalanc v cnarea)aaanae'>e l,eg:I>e•wertr,.v:eaal c>aa sr-ny2nnJc2nn 9nePbr-eb d IIi 1I !iiI 9M IIIIi I e�i�ln9._i'! IjII rIII F FSSsss%GGGLcLcTrnTT'r_NMnMnO Wa•==�'1:l.�O0ooN0�6O0oc0 0OOo.ccJ-s-�---O991Ill0OT=4<eS-0O-5 35--Y---IIE-44-a:32...16Tl54-e'.N:50 OF FROPt':<TY:II 1 'TII ,. IIIIIil-'III1111_-�-/--_L_r_i IG r-Vic+1``/ 1�\'/'IS'• Mrv-TI I f F Y DRO_ A.7 L G FN AN6CO.rA Oh- Pp q' w/A Ooh5atm BLJESTONE MIN AT R_ G PLG P .CN'RC'_oANEL- -VENTOO5.0 ­e 00-I-5 I n 25 I PROP.5GO GAL-ON -POP.COVERED PORCH A5 REQ SURIE✓-rtOFANE , II 1 111! I'n a ma' aaal.a cLrM 9lcoo-lop-:-26 I. s rw Deoa.mer'>w w P`eP y,te,,,opewla a.eg I TANK ��_l__________ � / d 90' w[.nm Pu>a=an w(px'm 26-da}a ant I I 1 - � PRO?.2G`o � I o,o,.na1 cpere:ag web. I jF.-.1 BOX(SAI D';N f Thz:-OL'-OhlNS L05 rLT!.:N.aCi''OF PROPER-Y; /' J-IVATE HZGL5.e1.T E M_5 PROP. ! BOX(SAMP LNG '�ml b to Uvn w ate puree:a t I I ARE LOCATED EREATER THAN I50 OF SL'B gGTI _ EXIST.vWc__IVS= / •1 .TLJ. F.O.PR L.P. f '! POINT!;�5:-ANC _ _ .moo'.aoree„cea.� 'I'-alv.d i Pm LIhEs. - _ _ _ D -IC .IN. NGE .n°>:>:a��raa race nr etc w`-'d•re.>a'Qe eat,P•a-t I I pRo ••• .. VJOOC v'f:D--�'f - � PROPOSED 2 STORY W '(-'��., �o ! �:'MIN.Dl5• I i ! SG�-e=lopo�l4 I 5E DEN=!S"� �� S ENT I ING.I' ! cROM L.P. j BASEMENT 3 GARAGE 9.�a-eP.ranun:a>eadan>„e;. b B�RoMo S) 1 rvdzr Pht aeda:rsh rrv.na to A-G�•0 _ - ..ritr tall pmctrab b+c vo[va>nernll d bbA I I I ' F4On r ^ 4.A a w.eT•.argvr[�oska-meoe^-"oPrm:c I I =- r I^, c led rwxble Uox aro x Ppe F e =8d 5 •IN. ! _ gaeia:rma a o n.a p'pa:Im ara>`ba>>ma.rna�.lmin `I PROJECT: i SARASE SLAB E.=a2Y A,an>e a n qR son j - I E; d --El" APPROX. KOUVARAS rngaw P'A ' AI:�nc-,lmn* r�I}Iarjam x xpo•sroaPo•_-mtae,bc cerun°d t;°L acxd I _ - v?D.. 14.^r LiN✓a,R FEET loner .tee• a.:n,:aa.ro-era.a'd.err-d, I I i ( nr„start•'r:iLtl<',-•a^s_'.vr,q,il:t`o: S;:bmR I S'dFt I SEPTIC aaatete' :bo maalm«<a1w w`�m 'In,:fi=,3°.mot c s;i-Q�o as f rrn ~ ,A orrts swu-�^x j I I i - £�'r'• l�S PROP.GO`lEZD PORCH Z� I -I laot Kra°stye Pardo-.up to:a'ruaa mania I U 1 YI Z -LEC.L �. ,'e�aaatdadie.p dga.`m•:ntar ele.o;lm`•a+n•e v" - I i I ` F - '"�i I 80 SOUNDVIEW AVENUE e opt x m ren:mly con;;T,etee.Ir a®ea.tee and•ter I I PROPOSE^v / n prae:Iaaale.x o�z a•,=:I°e..e.nr-prmfed�p:n la I j ASPHALT \ I MATTITUCK,N.Y.11952 vA ��: sdtea abwn a l•Iaros�ruaerotae Braman .°:�. I I I 0�- Q DR1'•lEWAY EXIST.5��r,G �P / r ---; deve�or ed�ak e,e Pru u , ea,te ao.,amlbd a Qew..ater.ek 1 I I I In I - - �5Y5M TG 3E m'I / 4 DRAWING TITLE' : ere. p.d °u>�rs I"mla °°'cr x mdal�o:nre u° I I i I Pr+cP ABANDONED P-R NOTES i DNS STANDARDS maoi°ced. m•e^'nar'i �atua mat I a m. >«yt ! -f i I I Ti- In II SITE INFORMATION r.-n� Qanr.•a a: ,•g a�°w a,mree.«n. d I j I ' - _ I �-/ / 10. O J - SITE PLAN ' o-aSJ O G GOJNT e HEALTAPP H -= . --.---. - ` _ II I IMdN. 5?AR->N ' LROX.L _CATION //Q' J'•O I iPAGE - -I ^' S-O OF R_E ^5. R_ =.REND= N✓.' FROM I I IO'-O°SEPARA,ION-4f REMAIN o �< S P-101.00 - a1 I I PALE BROi•1" ! _A?P A I RO 'DATE 10/24/22 i: i OF 2 LOGAT:G REM i i .' N ' TREE-G � O,cLe55or•y bo;.1d;�`� - /b L� ?,Z't Z4/ iL �sems.-�Rs_ -_--I .... �R•`AY��,. _�� bb�a �`k/o,�AA ' f _•GO• v ?7!?X ,o Vol - - I -. 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LI CA rr..wwa.rrrrrar.�.+...+..•. rrr".�rr.s ov°�D'�'w�r xLa�we r..:r'.e-•.�.r..,l..rr�..... � w.rsc�vPLr rre--' , ' Q •fn �sSr"��C'r"e..r..asr: I.a.�.:awrr.:. •r•. "" M^"rn�rw.�"'ro.'°. e'ax.FEwe ry' � ��^.— —>~--�_-- ty.eop l'i � �. � 9':r�.r..__ "'r:wrr`C.ear.r"rr"a""" ��"'� �"""^° ` one luouAem.omuearorn"wlra'ioT ueeAn rsr p , ;� f,� -t�--_ � wnrea i Q r..e�..rrryaarw. +a•+ ..r.s. ai`eiaix miw7 en'°d��nr PrraPANzTANK METM d•••�,��.. r.. .•vrl:.. ��A����`.•-•...... �"w�.�bn.c'�,"mrv�uGON1""LO1,�o. I O®"e'OXe'`a.,:�•...�s.°'.'rr�.:.ar..�a.ar rair."'°'°..�.r":7.:r"':."':'.`�:"° aw�wo� ��.e..�.rr•.rr.�»..°... IvoasL,srevAre—Aremt�etba DRrraL roR - --_ FOOl UWM .•�•��"••°� ~ aaarrie.. � , 31[ \ILITY POLE IIER4/AA 5YllT0ANO aaarrr •�.+ a T emre. ..s •+a�r.n�.w •r. •r`••r` ..+. •r.�w•M�rre" I"w enaan° C IE PAID 11.AT1 IY� `•: 16ID i"'•bra'r• APPLJ"TIOW w"�+�e�^m.'L::�'e+r"' o.r....�"r r`S.."�r�•��. Pi.es'' -f------�`' �n i � W. ON MD. a r •"r•M.-s �~ �••• "''' " r W.11 3-m FAD I I� _ coved PGPciI `� A `, p r�r r•e«•a�'AO"o>� a�w�y`ri.:rlw yr r+•nq' a- `, '� ��•�U••��"'.,, .•"�I-r.""I.-+.....r..�.w:rrr. ,Kl:aloa.�e�°,��n -�_ � 3 ��r•+ I�R"�.."'"'°"' �naaae`r wumin•II D°'a R-9raaY Ym.rtt eo. _ Z u ).arw�ilaa�l'r�r`/m"•""e.n •`e e"6TM M°°o•n I I\ W✓ELLM9 W ISASEMEIT a VA OHM CONRtaL PANEL ~p °rr�:... w�"'�r�.ir`"ir•.i"'„.`•au"'q: Om.'lemctE� V \`_ to ON MD.N-IRAME •.7 w r rt•�" nvbaa��nm"wlaD `� � $ rrtt br Alr PP...ar r rr ..wti.e.ti�ii.e.r,�r•..•syy�i�s i"�" L b"arsroR M�Nr�a°N(AnG aN bTOM ��D'I,fIIl I` 6ArtADG DA DD fS_.D1' `mow aAPPcN.OLlXt i PROJECT:=E ft'5L '. TAW vunrA�nmei I SEPTIC H S ,o•N.PerlS � :• I';1 NG J OOVH�PORLN ••.. ', LOEAR FEET DA911 1 •7G.M �� °o,.;jT � � i!�• BOSOUNDVIEW AVENUE •�••' •�.w°� .:°i. �'I SOH' �� rO t /jI 3 MATTINCIL N.Y.11952 jDRAWJNGTrTIE- .°.wr w.Cw�r.sri •vM+4.a I \GYL, -pep' - /i ;J NOTES ai:iy .s.•jI`or"r'�..y�..r.t I _ SITE PLAN INFORMATION i, SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL g''Ds,.� 1ORIVENAYJ 2 srtE PLAN H.9.REFERENCE NO..R-22-I231 i - `CPP11 � PAGE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR rlo I'�, ,' ® ,' to A SINGLE FAMILY RESIDENCE AND a-�Dc - ------------------------ ACCESSORY POOL HOUSE oATE'Oa/1�/�a Sf1F2 Date artrza H.S.Ref.No R-R2-0Y3TAy ;' ��'-----�.�bD---'-✓-=-= The sewage d'n.posal and water supply facilities at this I—d-love been Inspeetedandf-wti&d by Nis Deperment or ether agar f ar d found - ,�I'op4 N t0bemisfaet FOR TOTAL NAXVUM OF 6 BEDROOMS one; Office of CraiWasteKnepwaters Ma agement 51TE PLAN Chief 5N O d i /' eaNtBGrlIN° .;JP at•n+oPr o.xEW a 51NGLE LINE DIAORAM w MAIN ELECTRICAL ZERO SETTING PANEL AT DYVELLING ON OFF DETECTION o INDICATOR INDICATOR CIRCUIT r cio MAIN BREAKIMFn c INDICATOR f o CIRCUIT ROM RAM LOG � OUTPUT CIRCUIT U U Z) r AG(Pr,) INPUT PowER SUPPLY ONE-GRIP MIGROGOMPUTER TRANSENNIr coCIRCUIT SELEGTOR5 L + I Q • ) D®ICA=90 AMP a) olW,UIT BFMWQE t I ELECTRICAL SERVICE f1 J—TO HYDRO-ACTION PLC,CONTROL PANEL Q HYDRO-ACTION SINGLE LINE DIAGRAM (-----,.auls3')`1�--•=:W.�. —�d.`�„-LL u�>..a �uaasaa ca.m. E GLEAN-OUT DETAIL a � - e"'�Nm ----- 0et°u .xcunerre wuroermr®i.rar..W°,o1Bnna T� Z `\y-�"_IL .��J-_ _ i r�wew°"v. w.r�• PrvrmaY oa..w PROJECT: ••� �++��� �,^.�.. KOUVARAS SEPTIC d s qe BOSO W VENUE -------- MATTTUCK,N.Y.11952 TtrLF- �''" .awcvrrrd rrawar_ C POLYLOK 20"DI5T.BOX DETAIL a wramaYj� WIPING DUIDpAM SYSTEM DETAILS SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL H.S.REPERENSE NO.,R-22-1237 PAGE: e¢Le pA ww SP-102.01 ® I DATE:oA/3ys4 20F2 I �rw�aewve�m - - Imoawawa arw000unwa ...:......:.:.:.::...'.........:..'-'....: - t Q _SEPTIC SYSTEM DETAIL � �iFOF"E�x�o • eruct the 4[L0 0>trandar Ave—,RNarinad,New York 111101 tel.631.1272505 fax.631.131.014A admmayopmgenglreeHngrom N SANITARY MEASUREMENTS O �115ra�Clstf 45 A B Hawad K Ya9 1.Land S veys nwpm c.rmgar6,FY»tc»meal HyNaer OWTS 36- 36' Doogla>0-11�A W°avper�•Land`-eyor MH 33' 25' 1 LP 39' 29 1 W �' E SITE bATA AREA=23,323 SQ.FT. •SUBDIVISION-'SALTAIRE ESTATES'FILED IN THE OFFICE OF THE CLERKOF R-20 SUFFOLK COUNTY ON AUG.03,19M AS FILE NO.4682 i L•362J. S m S t�b,566 A9 /' Ed c SURVEYOR'S CERTIFICATION e. S ' 8 LLOYDS' LANE �• N Y WEHEREAG CERTIFY T4ATTHI OEDR.E KO NVAED IN C ORDANC WITH O sT p` '> v p1p pn�^• K!E CODE SURVEY EYSADOPTEDB THEN WYORKN 1 9A� 'i'4 �.D ' STATE AEOF PRAION FOR LESSIO PROFESSIONAL BY THE NEW YORK p pO >V �>.� v_ � STATE ASSOCIATION OF PROFESSIONAL LAND SURVEY RD E. fc 1 .�p9>t ppno , HOWARD W.YOUNG,N.V.LS.NO. 93 DANIEL A.WEAVER N.Y.S.L.S.NO.50T NO SURVEY FOR GEORGE KOUVARAS 4& p t5fi4 �` 4e ELIZABETH KOUVARAS Subdivision- F:ka G Saito a Estates t5`6 1p LOT 5"SALTAIRE ESTATES" aI at Mattituck,Town of Southold Suffolk County,New York � •pY-ston-e? 1'1 CERTIFIED SURVEY "cy�To.,Ke p Z 1 carry Ta.MoP nieNcp 3000 skna 100 pn«x 01 L,p 1 FIELD SURVEY COMM ETED MAR 27.o23 ,1p m 'p1 MAP PREPARED MAR 27.2023 p 1 RETaSION Record of Revisions DALE LEGEND ` mul.suavd 2 xn4 CH =aaMNEv CMF -CO CONCRETE MONUMENT FOUND ,1 PC =CONCRETE MONUMENT OVER 8 W =ROOF OVER 6 WMR =WATER METER E WSF =WOOD STAKE FOUND 40 0 20 40 00 120 WSS =WOOD STAKE SET qL • -END OF DIRECTIOWDISTANCE q UTILITY POLE= Scale:1°= JOR N0.202341036 DWG.2023_0036_a 1 OF 1 Ov caan i�mmr,�w�ii�w.w�w�i m�ncro�a r�u w�io•i t�nace�s r�an�,wa a�n�r m�met wean moomx�u�um it m o m��y�y„Nuevo�a rm•see w•rose uw�a,oi ro¢,rsn ro[sump r�mn�cus cw,m varcx or rem(�epee a vn mw,er wn rmr awwa wm smcvws wan sra w oeo�su avu xm m¢ �.a��m, .muss u us�w:mm�w awimc•ro¢„a w,,..��ro,.,oa��,.,soro,mn u vaRwo-r a.�al M wu„u o-..,,,to�w waa nn•Ewa cml mw�.�mw rmc"a�,>-,a„m a. 400 Ostrander Avenue,Rivorhead,Now York 119O1 tol.631.7272303 fax.631.727.0144 adminoyoungenglneeringzom N SANITARY MEA5UREMENTS A B Howard NL Young,Land Strveyor Thomas C. 4olpert,Frofesslonal Engineer near OWTS 36' 36' Douglas DanielNleaver,Land�leyor ,e o MH 33' 25' LP 39, 29' W � 4"�'�' E SITE DATA AREA=28,823 SQ.FT. �, ,,., f `SUBDIVISION-°SALTAIRE ESTATES'FILED IN THE OFFICE OF THE CLERK OF R=ZO SUFFOLK COUNTY ON AVG.03,1966 AS FILE NO.4682. L=36,2SCAF S t � CAF t b`O P a cv SURVEYOR'S CERTIFICATION .SSW 2q5' P G,p *WE HEREBY CERTIFY TO GEORl3E KOUVARAS&EL17A.1. LLOYDS' LANE st° _ J Rt a. KOUVARASTHAT.511RIEY WAS PREPARED IN ACCORDANCE WITH '+� `2 7 THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK O O RO PpR� 5L3' n234 82.27 '�W ?r STATE ASSOCIATION OF PROFE55IONAL LAND SURVEYORS Ryfo 16B OL c5 NLRD y .. `\ If31: '--B•1 °V��(. M = �,(r:n _�-_-_tea`� CAF n ° T"agA O 5>•z; LL.S. 3 A WEAVER,N.Y.S.N.Y.S.LSNO.50771 o DANIE op m 1 lop SLOWER f W tw— + N\'> / SURVEY FOR e »• �� '� -'\ GEORGE KOUVARAS & w Lot 5 ELIZABETH KOUVARAS f Subdivision- N ,5250 ` LOT 5 11SALTAIRE ESTATES" n "5altaire Estates" 1 m aF Mom` at Mattituck,Town of Southold W 5.13 00•30 POo�E°� Suffolk County,New York R 1 i 1 0A b m t CERTIFIED SURVEY "s Z 1 Sa\tatr • < G t County TnxMap RI.Wa 1000 s«u- 100 ela=k Ol got 1 + \m FIELD SURVEY COMPLETED MAR.27,2023+ - MAP PREPARED MAR 27,2023 Record of Revisions + REVISION DATE t FINAI SIIRVFV PR n2 2n?4 LEGEND 1 uanaTF�uavry e Arr xn zna5 t CH =CHIMNEY t CMF =CONCRETE MONUMENT FOUND ' \ CMS =CONCRETE MONUMENT SET t Ro =ROOF OVER 1 WMR =WATER METER WSF =WOOD STAKE FOUND 40 0 ZO 40 80 120 W55 =WOOD STAKE SET 9 • =END OF WOOD Scale:1"= 40' q), =UTILITY POLE - JOB NO.2023-0036 1 OF DWG.2023 0036 a 1 6Er+ERAL r�au RFrNTs I/n owr°1N5rAUAs1oN s-ArroARDS, ;;,• boa PROJECT/ZONING DA A I.The Wtoller moat hold a wrrent Liq-Wrote Lt.—pimmimt to 1.In 11 I/A owls tanks«owing eo moral«h:rert t- H-- TANCES TO SEPTIC SYSTEM GO ONENTS S 11,Canty Loge Ghopty 563.-1,VII(Sepik It�s4y recamanmtbna Mlle conforming„IN tbx>taword.All 7AX MAP a .r 1GGG-100-I-1 r� B,arnaxa)wouq,t»SWrolk county veva.t,m�e d Libor, oppjllw le ecomrowadw prov'md by tin maa f« 'eb11 be ��>Y' �• MEASURED F-ROM EUILDIN6 CORNERS) a LYamYYgg ab eonmer A taro,µ.a:ort fo sneolk eo�n�ty eom rrplamr¢ee. 7ANIN6 DISTRICT R-40 NON-GONFGRMIN6 < §56}Tq,Tb Deportmarrt d Lebo.,LVamea ow Lomumer AllaYa PONENT GORIER'A' CARNER 8' mabtaW a ib!o d I/A OWTS MaY.teriaoe Prwbere. 2.The I/A OWR funk ab11 be Wtaled at Iwel N all dY«tbro ' WIN a ma:mam Wlerwo m a•y dvectlon d./oro quarts YxrU on ra18JECT PROPERN LOT COVERAGE lL 2.All I/A OYRS mot m reglatared„IN Ne Department Y a Mnbnmi}hcM1 Nbk bee of properly weloe aw comp«fed saw �' -ACTION AN6)0 1/A OATS 50' LUm pea g�we1.br to tb Doparbront grmtrg mrtlNcauan d completed + IIg1 1 „,'t�` DC-SCRIFTION(FOOTPRINT) AREA %LOT OLYLOK DIST.BOX 33A' 25.0' y,N tr«tbn on'm d IL'place. 9 I/A Ow5 Taike Mall m w'mtl„'N a ehgla wtleL A �c+•�j.` •, C^OVERAEE Q dntrhutbn m./malale or abtriaSbn caemg etrvctre may bo `E--5V x 16'EFFECTIVE DEPTH L.P. 5qD- 2'0' a' C IO 5.M..cw•atl Opero:bn ab MaYmnara LOW«:bet„een Ne ragvYetl for all syamma„N nu:pie le«hvg etrvctvm anima m - TOTAL LOT A 7B,B23 SF. Mahtenwe Prwber a.d PropwW r mot m eubml:tod m tb ItemaeNe ma ql la approved by tb Depabnene. ® Q 01 - Deportment prior to approval d the I/A Owi'S regkVotkm W Ne ' 4� MEASURETIENT5 AS PER SYSTEM INSPECTION GOt.DUGTED ON OGTOBER 91, _ .� O Deportment H acordnnce„IN M!cle M of tb Suffolk Lovrdy 4.TFa tap o1 Use I/A OYR5 tank still rot m locaee geamr thm ./,. t L .® ' DWELLING 2,487 S.F. B.b% 2025 BY NATE ENDINGTON OF'NOS PLUMBING.HEATING'. O Qr (D SaNtary Gam. 25 feat or le»that one I«e bolo„Iiw Bade. - D,� ���""" k'. NOTE:MEASI/REhC-NT5 ARE TO THE CENTER OF COVERS. C Z O 4.M Wtallee VA Dwre ore requYce to bee an­1 S-yea- 5.At o mwmm,al earmlvg memoea eM1au hove 20­rch covered ,a' ® COVERED PORCHES 1,554 S.F. 4.. fL •�Y,a airy orb ope^dbrV,na�amnwe eavrm emrrace.aex ve a«e»openings m gtim stated over n,e nibs a.itl wales. !-' S T U wtbl 5-yeor opera on ob maYterkxe>avke contr«:Im Coven atoll tw a for 30-Fch d stair,mrewlght orb BASEMENT ENTRY STAIRS 53 S.F. 02% C 7 IV cipYee,property owns w e,peatee m manta„m oprd or Wect-prod«urg cost Yon covers or flnrmoplmtk coven d P` ® ° O O f0 ad maNmroae et H aceortlmee„N Miele M or Ne 1-1 grme.All eovero abl be meYylee m aceortlane„IN xetbn f AGCES5ORY B)ILDINS, Y O SWlolk L°1x'tU 5cntary Gom D-III d Ns>taword. �'I (SEPARATE FILING) 400 5P. 1.4% C (\I In 5.Men m I/A OWTS rogvW>a vcrR,tie unit Mall be vented•a do b.Min amplYy maMalea re approved m!b WLollm b a ®� r INGROUNo POOL!HOT TUB < O roof of the resldara mkg«nee.Vent ppea 1I extew a m-Ne„cy or portkg ores, °4" le awn m ticalgroe to be �� (SEPARATE FILING) 8BO S.F. 3.1% mY„xn d 6 mdna drove do rod Ito oN tb d fb vent trdlk berl m meet d'a r ties d A/IRO 1✓-30 or 6644#8�!/99 'l- awn bare mmanm bri:«eo1 xprau d I2 kxhea m tb -0 Ioodmg. _� Ily.SO L aleaped portbn of ern rod.In roses Mere It b rot p.oe:kal m TOTAL AREA OF ALL STRUCTURES 5,114 S.F. IB.O% 150 l"1 G y1El- e ens ayamm to tb realoence r«r,a verrc pipe may be piped m T.rin went Mert abvauen area m e mHlmmi or 0.1 rod Belo„ t,� p OF gORIN tb e.terlor of!b rmbence and termhate a mbtrlum of ID Nchm fM Hbt Mart elevatbn. LOCATI ON MAI °•MAXIMUM LOT COVERAGE ALLOWED-20% LINE M NEIGN /1� .•_ _. odwe y'dde ana ore Iwae 1 e«e Irom property I Wa.Tbae.•ant FRO VJ �_•"`-^' p¢sea shall m located a mYln+n or 9 leaf tram ay wiwew r b.� piing m 2 1-awll Mvo ai Pnlm elomtar d 2 stet e-m soar y me m,a!m:.nYaa„IN a eabon sonic de.nra.A11 vac. calm sea d 2 foo:by 2 r«t. SGALE�NT5 1 WELL r ppea nine lave a mHNvm caroar d 2 k4hea. 1.ir, v L_J 9,ilmre shall be a maxlmwn romntkm depN nib„Ne wtb!Mart I.FLOOD MAP DATA,b.Imtallatl«ow d the I/A Ow5 meet cordorm m the olovatkm or e1.Y4ba. MAP a,%103CAI43N -1- � Dace«porbnent'a d I/A OWT5 gada'c°d«vment preporetl h JAWARY 21,2023 tlance„1N t}a armdada!or'Approval aid Mmag_d o1 to.All sewer pipe penev '1n tie° PI"mmhole dmtl P MAP DATE.Oq/25/200a J Imavaeive aw AlmmatNe welts wrote„snit rrearman!byalema� roam 10t. FLOOD ZONE.X I -STRY ND.FR.ACCESSORY /4�=0 U TEST HOLE DATA Km (�•+ MCDONALD 6EOSEIIMcES BUILDING ON SLAB w/ DWELLING w/ MINII4IM Daly„r:EallIaEMENTs- ELEcrwcAL ulaera.'rs, ( � J f .t,< FOB 1258 2.SITE PRODrATIOw51LT FETGIN6 TO BE PRIVATE WELL 4/alyt uJ I.VA owls ranks ll m ramwcme d precmt carcrete, LGMROL FAIEL: - 50UTViOLD,NY 119T1 INSTALLED AS REQUIRED BY THE TOWN OF STORAGE(FILED SEPARATELY) ^V ^3 Ftmgla»,polyeugleropolupropylero,Normopimtic>,r ether I.The c«trolrparol bo.mnf be placed oublm m a aNtdale (631)7b536T1 SOUTHOLD. 1 (O BEDROOMS) fe mdterbb Y«cerdmco„lN Deparunant ataMorm oitl IONYLRR, peeeatai ne W awcnre trot R serves.AltermCNely,the parol MCDOE0D6MAILCOM () I v Appewlx TS-A Trn ux of°feel t-b prohbned. nix e'aJ m moudee on m whim wan or tb etnctae(prelwmle 3.SURFACE WATERS OR WETLANDS ARE NOT ` - F.F.EL.=7-1 5' 2wY a utility room,ad rot o Iivbg apax).Other lowtl°re roc mounev WI g LOCATED THIN 500'OF THE PROPERTY. < EL.76' y •: c(.. 2.Win m I/A Owns req-,a»ptb folk for pretreaNxmt tM panl box„111 be comlered b)Nor Deportment on a EL• A' V aeptk tmk still be DN°R cavty PyvNwe d IboM 9v.vka+12fErtt ilvj-cox bmb acid„IN I/A OMS mcvulacWar approval. OL OARK BROhN LOAM 4.ELEVATIONS REFERENCE NAVJ NMI 1 ��0 ---- - age T malgiee N oacrtla¢e„IN xctkxn 5-101 an S-log or w ub atamrd. 2.The nare of Ne 1/A owF oaM Prwbor must m clearly IL' - 5.ANY VISIBLE-ELLS c LOCATED WITHIN I50' S7B°O '30"W _____�52,SO I - benlllktl rn tb eWlm d tb porcl one Wlutle a prune„ocher -- - _____ _ _ \ - -If{ 5.Ik1...otbrwbe apecmed,the le«hbg structure/ayslem Na: to contact M cox d alarm. OF SUB.IECT PROPERTY LINES ARE rolto„s ai I/A OWiS still m ma ed H accertlmce„IN cectbn DEPICTED ON SITE PLAN. N '- d •++ }IOi me}IIO or Nn atoidae.� s.Fxterbr pw1 plammen:emalm ew ayaeem N be eenked d t WATER SUPPLY NES-_-' - i n��(lt'/t ay time,eIMHdYIg tb road to«roes tb tilde d ba bNltlmg. 6.PROPOSED 5EPTIC 5Y5TEM DESIG`!INTENDS tQ � � --�� t ' �________________ _________________ r_________-�__4.Atom„halo,all 1/A OM5 trcatmcnt teiks°hall rove 2o-KM1 4.The panl fox moat Le„'tM vb„o!Die system lacatkm to blp TO AVOID THE REMOVAL OF ANY EXISTNG I Lg eo•.eree arse»openYga m acme locamtl over the Ule:aks fouutafa operation and mah'anmce. TREES.THE FLAGEMENT OF SYSTEM 6'-O"H.FENCE; 1 i ___ . EL.=80'i I onlet.coven shall m e1tl»r 2o-mdi dmnter„arertlgrt me COMPONENT5 MAY BE AD.LSTED PROVIDED APPROX.270 I T ' tt Wec!-prod I«king vat Yon coven a thenroplmtb coven d 5.The codrol peel still be ptoxd at a tanlortmle h.1*rr TiAT ALL REQUIRED MINIt•O1M SETBACKS I - '- _ _ ------_ _-_' / I I 1 '4'',,.-.w•-.-e lbnlograde.All coven LINEAR FEET one chlrmwp/then awn m dmlgrotl 1n «c N accordance„tth Federal Emergent'Management Agency _ t I «c tlwe„IN section 5-III d N1s atarmd. IFFY-IN I]- requYerrorres. ARE MAINTAINED.INSTALLER TO CONTACT ARLHIT5CT IF RELOCATION OR I 1_ - �l• I I •�" �•�+--w- 5.Men a VA ohTS b opprwm to be Wtalled b a drNe„ar or panl Mall more:Na:lonal E'.«trleol Hardackron REORIENTATION OF COMPONENTS RECUIRED. r /7t `i� 11 - I '-""'�`^-^"'�•-*-•.. fro w,r-awu to dm malt Wwnee to AeaeclP (ru-inA)ax 1,000 GALLON - i 1I -' �- I WATER P. oreo, kjnd >pcculrauw, l wH)elaut H}20 or iF20 last�m msgxr d by AASHTO. 7.DUE TO EXISTIN5 SOIL CONDITIONS A BURIED / G.O. I T.All tnlo„y m„Ying nine be nn H elearkml eonWlt.M HEALTH DEPARTMENT WITNESSED TEST / ( \ I I I METER 1 b.E.abage gtndere Mall rot m permitted wbn m I/A OWi"b cenylt nvnit havo appropriate xab to prcvcnt gaxs and mobWe EXCAVATION 15 REm11RED.CONTRACTOR PROPANE TANK I ( I -' 11 I umbetl m mew of ore„age dbpoxl. from reaching tie wntrol parol or J„at1«boxes. MU5T DIG TO AN ACCEPTABLE LAYER OF T.Pbtr edtene.a Nall rat dohs too m AO-rod tb D.Eadi tam Nall m eov tl won a Pimctkn lam GLEAN SAND a GRAVEL,AND MU5T HAVE _ g° °y9 NP° a'9"a""g°ri CLEAN 5A t GRAVEL ON SITE TO &0XV DEEP I Deportment recamrarm„otr edmror b«kwaM be come�me N Mkh„III mtNam suable�d vlwal slams tbt cm m remlly 1 I W 1 Z Its drvwll acceptmb m To.n or Village Lv11dYg ant M1eore by tie occupoib d tie Wiidty roved.The BACKFILL TEST EXCAVATION.CONTRACTOR DRYWELL FOR 1 I ____I_ -- I- Depaetmente. peportmer2 rerarmnem a mlemahy move ba bamlied to TO COORDINATE TEST EXCAVATION W POOL d HOT TUB -H- IR'J provide Hmndlate remotes alum rotu!cat'en to fro OaM prodtlr HEALTH DE:ARTNENT. 1 �I f - D.1/A owre-1 o,k>anon bo„arertignt aw a«>watee of eww aro arse by fro Dan eg-eemene. (UNDER SEPARATE 1 r} I durmle materbla Lwt are not eib)ect to exceeaNe corroalon ar Q'J \ \\ I meoy.' q«syaeema.oleo oa me m>lgrne to nor„ny gwlty ore DIVISION INFOWfATIONr APPLICATION) I 13 a ` INGROUND SWIMMING 13 UTILITY POLE 1 9.All Lanka mot be wewtud,l.i„e meuaes d smut fakks orc "dad m m equipped„tth a control peel wIN mew d MAP OF SALTAIRE ESTATES 1 1 Q k'9 wmectkg a portable gewotor N operate tie aystan d rbg o LOT tOF SA 5ON----] I POOL(UNDER 0 1 I „atertlg,e Man m dear•,a:am wetrg or water pro>aao ta>rro GENERATOR 1 1 I ul ' 13 f methad>m rollo„a: po„r artoge. FILE NO.4682 CONCRETE PAD 1 1 H`f SEPARATE 11 ;t II 1 L" FILED AUGusr 3,labb 1 1 _ APPLICATION) I ttl 1 N - ID.Vacv+m teatiro:Seal Ne amply tmk mtl apply a vocam m locr I.The elec4lral J�*ctbn tax aeMrg Sn pop motor m0 Iloata 1_ __L _L__- ---- II 1 (a)Hchea(IOOmmfof mrcury.The tarot b apprwcd Ir 90%d moat m watertlgM and Iaaatee wt°1m the I/A awls tmk chanter. EL.=82' t_ 1 '-�\' m 1 1 > vacuwn la b1d lor wo mWtea. 1 1 \ 2 1 I F 2.Ary blowcro located of be of tie I/A orvl5 Wt mot be pia«tl UTILIZE ZE PUBLIC LOTS WITHIN R S OF PROPERTY I 1 1 1 1 DJN.I - II.Water matxg,Seal:od.f111 Cork„1N„afar to ovebt Mert « pee�Plolk L°u^t9 DapoYmant d HaaIN Seto«a 12/2gAl UTILIZE PUBLIC WATER A5 PER SCWA, BLUESTONE I A 1 elwdkny let slaw fr 24 burp.Re1111 tb feet to tb oNbt Mert P e 145(comreN,plmtk'.r lbe e-)ant have a eourx�xool I 1 1 `- atdmd 124 pe-bd b g.Let l nit level b base ewer. SCTM eloOO-9q-3-2 I I I \PATIO p perm prune g ptslq ord Neat tr«a moat m sew»blo aw xMeemie I 1 bltl for Ne IOfiwr d.Wator mstin Is 5,All 5GTM sI000a q-3-4b m recamawoe to m done vim dmr Wtanatlw. cram sums openYga. SCTM s10Ci011g-3-4.7 I / ELEC.METER ay SCTM s1000-99-3-4.IB �' /I ON WD. 000-1 I G A T 4 4.TM1e floats Nall m dtocnm m a SrheWle 40 PVL/loot tree SCTM 4100E-100-1-3 1 I I Nor:em be emly remwm ear aervke r myarmene.Trip siesta SLTM 4100-1-23 li-FRAME CONDENSERS ON 1 I.Remlorcm concrete°roll hove a mmaam trorgN 4wll rot be attadad m tb irce ma'.n- BRO.x'1 a PALE 1 W A conpre»Nee sM BRawv sect SAND SCTM°Io00-loo-l-2a CONCRETE PAD I I 1 COVERED PORCH b al 3p00 pouw>par square Wh(Pz d 28rya)a xt. 5.The Departmont Mall ornerve tw pump system operom Waugh 5CTM°IOOO-100-I-25 `\ , i I r O SGTM s1000-100-I-26 Q1- 1 ormal operating cycle. y- ' 1 t i'C I 2.Yb11 Nkkro»awn m a mntmm d wee tscba cola»tw a n EL.=84' malgn hm been rartllbe bU a Ne„York Lkemed Prdmabrol b.Wp«tkm for leakage of the Iarm mob Itttbga„III m node TFE FOLLOWING LOTS WITHIN 150'OF PROPERTY ..�ollmer m canplying WIN all appropriam regvYemmb Ior NW dxkig tln pump teat procewre. POSSESS PRIVATE PEELS,BUT THESE WELLS 1J I ��'' I O eoretrueu«.All calla.mttom atl top Noll aoedan reMlorchig ARE LOCATED GREATER THAN 150'OF 5UB_ECT 1 W I Y- W resH!m applied Iorce of BOO pe per aR-.fed(pal). PROP=RTY LINES: D 1 1 I 2-STORY YVD.FR. G.O. 1 5.FYe-teat c«aete aeetlam still be xaled„1N oro N 41eM1 bulyi SCTM 4100014-1-1 I - 1 \y DWELLING w/BASEMENT't j E I/A OWT5 rubber Johlt xalort Mich conferma to ASTM Ls190. SGTM s10CA0s19-3-I It �n GARAGE B 1 CONTROL PANEL 1 n r I I ' ON 14D.H-FRAME 1 - 4.All x„er pipes swll penetrate fhe vertl«I sidewall oP tie tmk - t � (6 BEDROOMS) _ � r 1 a � nib Neu bo ecalctl w1N gran or aunt nitro acraptmle m trb 1,' 1 ----� Department surDi m„amrt'gh!>ealee Ilexble pHt ale tb pipe 51TE LAYOUT NOTES. gmket lmeero0 m tie p'pe„iN emmle»°peel retr«tmie 1.THIS 15 AN ARCHITECTS SITE PLAN a IS l F.F. EL.=84.5' SPACE 1 clamp(°). SUELECT TO VERIFICATION BY A LICENSED r� I 1 I s.All b ewll m sealed ao Nat eve tmk 1a waeertlahe.See SURVEYOR. THE INFORMATION I 6ARA&E SLAB EL.=82.1' I FOR BURIED ELEC.LINE I PROJECT: J°m REPRESENTED ON THIS SITE PLAN IS TO THE ' I 1 \F.P^) e«:tin 5-I14,8.10.Tonka trot ore cmt H plus requYe prbr EL.=84' I (BURIED APPROX. 1 approval from W Deporbront ale moat EA certRbd by a Llcareee ARCHITECT'S BEST OF KNOWLEDGE. I 1`_ ',' 56"BELOW j PYde»kxal[ale/.A:a mwmm,tie Nor aid walla d o fl` KOUVARAS I , eomrem torK mot en merallNieally pored. 2.SURVEY INFORMATION WAS OBTAINED �I vvv SANITARY PIPING) FROM A SURVEY DATED APRIL 13,2022 1t�1ItI EL.=82'It SEPTIC b.Warover practical,cororete I/A Ow15 Mall rot m located AND PREPARED BY. 1- „lNm ggrrouwwa'ar.Fro Iromndbm ant are pIa«a wlNln 1p QQ \ 4'-O"H.FENCE; grourd„amr,Na botmm me awe perSlw,up fo ID Y,chea move HAROI F.TRANCHON z 3 - - GOVERED PORCH RO hgbat recadee/e.pectm grwndwamr elevaLon,or tb VA ONTS LAND SURVEYOR J I tt' BURIED �',�r e Man m moroumlmuy eomtroeme.m ems.ware Nb b not P.O.BSx SURVEYOR J U W GAS LINE J _ LINEAR FEET praetleabb,va I/A over-unit awn to„der-p.00eed w to le - 1 I666 KADIN6 RIVER ROAD J 1 tl l ' I 80 SOUNDVIEW AVENUE ashes move tw higxat recormd/e:pacmd grams„ester VyADING RIVER,NY IPig2 m 0 I iwatbn ale look mama m ensure ekj4ne»prlr to operdl«. � � I ❑❑❑ ' /; � ( MATTITUCK,N.Y.11952 1.In cm«Men concrem trka re Fatalled In geuwwamr,rin N 1 I \I / awmdmez>liplaa a.its»e:ia,rok(l wa�Nbcy ur ma c„kbImuthlldeo ubkew Woyn aMhaaoy1 1k.ym..or.dh auanw memingin P«ov a>: .D 1 t._.`.)___ ---- motpwrdee d Lb2' DRAWING TITLE: y n //, / e p«tearocerem g-w,id„scar de.•dlan„1N nn tam enpo;.son I �_, _ 'aD0 \ `V / NOTES deon top or Na ta.k(a)still rot be cwlmred won ' "��' l �] J ; ee.mming un ara°n:m wM1orny ar mumt„sighs rogvo-ed. I ' .-'' , SITE INFORMATION ASPHALT 5UFFOLK COUNTY E V SITE PLAN HEALTH DEPARTMENT APPROAL - Y DRIVEWAY _-' H.S. REFERENCE NO.: R-22-125-7 tC�------- ---' p� "� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ❑ J / PAGE: a --'�� •cam S P APPROVAL OF CONSTRUCTED WORKS FOR 49p EL.=HO'I ❑ 0 0 ` �+• -101.01 - ❑ ---------------------- - A SINGLE FAMILY RESIDENCE AND DATE:04 12 24 1 OF 2 5F PALE SAND ACCESSORY POOL HOUSE Date 613124 H.S.Ref.No.R-22-1237 I --------------- - LOMMEI:Tb,t:0 6ROIINDWATER ENLouNTERm. DRIVEWAY - a ' The sewage disposal and water supply facilities at this location have been ENTRANCE - 66 pED inspectedandlor certified by this Department or other agencies and found K6�,op•'E Vp`5 at R to be satisfactory FOR TOTAL MAXIMUM OF 6 BEDROOMS EL=76;,- Craig Knepper, P.E., Chief I EL.=14,--- -- w\ D V O 5 t0 7D 3p qp 9rF OFNyOp Office of Wastewater Management 51TE PLAN 5 V 6RAPHIr SCALE SCALE,1"=15'-0° 1. Q S I NOLE LINE ©I AORAM W Lu , J � MAIN ELECTRICAL ZERO SETTING PANEL AT DWELLING ON OFF DETECTION OsCD INDICATOR INDICATOR CIRCUIT = } 0 czo MAIN BREAKER a 'm.x c 0 o± cp o C N N INDICATOR a o 2 o CIRCUIT ROM RAM LOG � OUTPUT GIRGUIT 4-,` 70 U TIME POWER SUPPLY � AG (DC) INPUT CIRCUIT ONE-CHIP MIGROGM m OPUTER RANGE/UNIT .— SELECTORS + I U c I 0) DEDICATED,50 AMP •� 51NGLE-PHA5E GIRGUIT BREAKER I ELECTRICAL 5ER\/IGE m J� TO HYDRO-ACTION PLG CONTROL PANEL Q HYDRO-ACTION SINGLE LINE DIAGRAM SCALE;NT5 LEACHING POOLS(N k, I. I/A OWfS SXALL RAVE A MINIMUM 1REAn-IDti LAPALItt�660 EPD(6 BEOFOOMS). I. � �- �-.o r G XYORPALTON AN600 PROJIDES 660 OPD 1RFl,TMENT LAPALItt. (I)B'm x 16'(EF(ELTIVE DEPhU LEAGHIHL POOL PROVIDES 400 FTT SIL£HVALL AREA R 1J_ I 7 ( I jElDROROYM 3. ALL ALL - A5 PER .SPEC FOR SO%E%PANSIOK A RUATE SPAGP FOR 0)B'o x 16 D:FFELnVE OEPRU E%PA451W ZCZ B. A 10'MIN.D'5TANLE Be}yEETI THE I/A OWR AND BUWUNS NTM LFIIPRIHASEMENr SHALL 6E pOOL XAS BEEN PRP/IpED IEA+ANSION POOL NOT INSTALL®) N (�,-as uMM \� BLp6. 1O MAINTAI!@D,OR 5,MIN.pISTAVLE IF EiIILDINFi IS IPON A'vLAB. 3. LEACHING POOLS TO BE CONSTRI.'LiED OF PRECAST REIIffORLED CONCRETE(CR EGUAV, r } �`- SLAB�..t95' fiRApE EL.o POOL •f aXvr �i M � 4. A S'MIN.pISTANLE BEN,1£N TIE I/A OWTS A?m DIBT.BOX(WHEN PRLSENT)SHALL BE MAINTAINEp. I Hn.__LOWELTON.l4A' 9. ALL LOVERS SHALL BE OP PRECAST REINFORLm CONCRETE(OR ELn)AU. _ --``� A V MIN DISTANCE BETWIDI hE HI6FE'ST RELORDZ 6ROI.TDw4TER LEVEL A10 BOTTOM Cl L CLEANOUT DETAIL FOR AREAS HOT SUBJECT TO VEXICUTAR T-RC T MIK c•o SpR BB �-M--S' LEALHIN5 POOLS SHALL BE MAINTAINED. PVL OQ SIR. 9. A-MIN.DISTANCE BE FA I-CNING POOLS AIm WATER LINE SHALL BE MAINTAINED. H IN AL VIM.ALTERNATE A•15 FOR BENDS ALTERNATE•B•IS FOR USE NRN BDO.EIffENSIONJCCNNFCF.ON I ,i` - �' MIN PITCH}'.I' i ......._._...__ _.-. .--___J .•.. 6. AN B'MIN.DISTANCE BETWEETi ALL LEALHI-POOLS AhD I/A OwTS ENALL BE MAINTAIIQD. GLEAN-OUT DETAIL MIN.INV. PROVIDE LAST IRON 2 EL tW PIPe EECAST]b' 2 MIN.FROM pIILDINb "• f ¢ FOJNDATON f 5CALE:NT5 (b)BEDROOM �541ML 51TE CONDITIONS PREVENT LEACI1IN6 POOL TOP PH L-IN6 SLABS OR COVERS FROM 5EIN6 LOCATED WITHIN THE ¢ r oic SPECIFIED DISTANCES FROM GRADE,'bNHMY'RIN65 SHALL l y PF.�•6ss' BE UTILIZED TO BRING LEACHING POOL5 INTO COhFORMA4CE. w NPAIEL W HPIPROTECT:MAIN p N ERApE EL..HOJSE BEI TN E L1 _ Excr�.Js i'PEa Four) N -7MIN.- LOMSLnON•BID' PRIMACY LOVER I'-0' Ib'MiK Ib'MIN. ��_' 10' RYP:ALL RISERS) 3,-0.MAl( SRADE EL•SEPTIC 3-0•MAY _w KOUVARAS wnr. MAIL SYSrBH-BOD S%M-UMIM POPE ° MIN 4'm SDR SS T65' MIN 4'm SDR» Q ON.,- MIN T�•y OR SO. <y . OR EO. OS pyLTF INS TLH d'd MIN RT -_______FlA a SO SOUNDVI f�VENUE .. \_ PI LN d•'1 ' L INV EL w rE MATTITUCK,N.Y-'.11952 BASE-� - ` '/ ��� ` `` l'✓y•t''/' EL..T45TNT a n 3 MKDROP DRAWING TITLE: PRavIOE cwsr IaaN I (PROIIDE END cAP - POLYLOK 20" D15T. BOX DETAIL MIK E%TE UI 1— A YPE LEVE N5 MIK FRaM B1ILDIN6 vEvlcEs Ar WTL.ET5/' WIRING DIAGRAM FO IDAnON SCALE:1475 PRovIDE Ia THK(M1N) SYSTEM DETAILS . BENEATH� SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL HORO-AGnLN AN600 D1s RBunoN Box H.5. REFERENCE NO.: R-22-I257 34s NI RDSEN RED GnDN SrS M yT� LEACXINs y Pu PAGE: BILL OF MATERIALS . ' POOLS) -�B \�P-10 2.01 ITEM PM D=SLRIRIW ON. - XA-AN600 TANK AN600,345 NITROL�?1 fEPJLTON A 160059 TAW,ANbOO 345 PRETREATMENT I ' B 130003 5N6 sTANDARp 3 TANK LONNEtnNS KIT 1 2 OF 2 100111 ASSEYHI-Y,RESIRLULAnON 345 COMP ETE ANGOO I - D AN600-P AN600 W PLATFORM COMPLETE -. E ECSO-S0.-130-PLC OP`,ELSo-30-L•I]O-PLG I � " `�B.-0., y, B'CLEAN SAND coL1A.R -_ q SLRRgINDING LP.(SP5W ... :� _ , t • Y T9�. B374" y0� EN SEPTIC SYSTEM DETAIL FDF 7d SCALE:NT5 SITE LAYOUT NOTES: DRAINAGE SYSTEM CALCULATIONS: 51TE PLAN HATCH KEY: I. THIS IS AN ARCHITECT'S 51TE'. PLAN 4 15 PROPOSED POOL HOUSE IMPERVIOUS SURFACES - 450 S Ft. PROPOSED BUILDING SUBJECT TO VERIFICATION BY A LICENSED �' SURVEYOR. THE INFORMATION 450 S . Ft. X 0.1-1= -75.1 PROPOSED ACCESSORY STRUCTURE 1 1 ON THIS 51TE PLAN 15 TO THE �' I Q REPRESENTED - 5.1/22.55= 5.3 VERTI GAL FT. OF & D I A POOL REQU I RED ARCHITECT'S BEST OF KNOWLEDGE. PROVIDE (I) &' DIA. X 4' STORM DRAIN POOL w 2. SURVEY INFORMATION WA5 OBTAINED W cc FROM A SURVEY DATED APRIL 15, 2022 AND PREPARED SY: J HAROLD F. TRANCHON DRAINAGE SYSTEM INSTALLATION NOTES: LAND SURVEYOR P.O. BOX 616 A MINIMUM OF I O' SEPARATION 15 REQU I RED BETWEEN DRYWELLS _� 1866 WADING RIVER ROAD WADING RIVER, NY 111112 WATER SERVICESEPT I G (D LINE, UNDERGROUND UTILITY LINES, ;K.�' `t `� ?' i � } •- GOMPONENTS, LEACHI NO FIELDS, SEWER GOMPONENTS AND THE O c_ z o EDGE OF ALL FOUNDATION WALLS • A MINIMUM OF 5' SEPARATION IS REQU I RED BETWEEN DRYWELLS 4 C N CONCRETE SLABS AND PROPERTY LINES t I RYWE ��I Y : C o CONNECT ALL GUTTER LEADERS TO NEAREST D LL FA(5E <E N � � O 2 O � QQ ,QQ PROJECT LOCATION &SCOPE - - IFROFOSED NEW ACGESSORI' BU I LD I NO W/ STORAGE FOOL SITE PLAN & ZONING DATA PROP. OUTDOOR SHOWER HOUSE (D NOT PERMITTED TO BE CONNECTED TO -QQ� ,QQ GENERAL NOTES SANITARY SYSTEM ENERGY TABLE PROP. 1-5TRY ND. I STRUCTURAL DESIGN CHARTS PROP. POOL FR. ACCESSORY PROP. &'(PX4' DEEP EL_=-7' F RQ J E Cj T DATA : EQUIPMENT BUILDING W/ DRYNELL FOR - ' -I- , (-QQ5.QQ HOLDOWN, ANCHOR BOLT, UTDOOR SHOWER POOL HOUSE 152.50' \` STRAPPING, & NAILING DETAILS (D 5-73°00'30"N _ PROJECT / ZONING DATA FASTENING SCHEDULE -9- m --1- ' " `� I', - TAX M,AP # 1000-100-1-1- - - FRAMING CRAP - I 10' A�CESSOR`r REAR _ - i EL.-_ m i (5c PROP. 6'-O" H. YARD SLHICS TE3AGK _ - �� ` I ZONING DISTRICT R-40 NON-CONFORMING BEAM CONNECTION PATTERNS U FENCE; APPROX. I 614� - - - - - - - --I to MIN.- _ - _- 2'70 LINEAR FEET I " - " " " , I I I LOT ARREA 0.-7 ACREs FIREBLOCKING DETAILS PROP• ,' �, i SGHD ,APPROVAL R-22-123�; OI/06/23 - Q ,QQ PROPOSED LAYOUTS PROP. BURIED ELECTRIC LINE I � I - I ' , EXIST. I WATER I ACCESSORY STRUCTURE REQUIREMENTS Q METER I -- - - ---- -- - -- -- i I I j z ba.l' __� I ACCESSORY BUILDING PROPOSED COMPLIES PROP. HATE_=R SUPPLY LINE - -------------1 -20I .®® PROPOSED ELEVATIONS A- Z PROPOSED BUILDING SECTION ` �® in � i i � 1 - MAX►MNM HEIGHT 18' 18.0' YES i PROPOSED CONSTRUCTION DETAILS i i I MINIMUIM SIDE YARD 10.0' 61.4' YES PROP. ro OX4 DEEP - DRYWELL FOR I PROPOSED INGROUND I ' I w 3 i I-- MINIMUIM REAR YARD 10.0' 13.a' YES POOL 4 HOT TUB I v I �ROPL _ SWIMMING POOL 4 HOT � �\ 13 4 I I Dw TUB FILED U m I I SEPARATE APPL I GAT I ON �I ` � � � i � MAX. SQUARE FOOTAGE 1,200 S.F. 400 S.F. YES '� I I _ _ - MAX. POOL HOUSE S.F. 550 S.F. 2-75 S.F. YES -- - - - - I 1 - - - - v m Ix - --- � 4 z ' ' ILu I W I i I �, I LOT GO)VERAGE - -- -- Q I " - �` - i i DESCRIPTION (FOOTPRINT) AREA % LOT COVERAGE O TOTAL, LOT AREA a 28 823.0 S.F. \ PROPOSED DWELLING (SEPARATE ' 5,775.0FILING,) S.F. 13.1 JY �- �----------- i I i /i I E.L 84 V r i PROPQSED POOL HOUSE 550.0 S.F. 1.2% I PROP05ED INGROUND POOL ' 3 HOT TU1B (SEPARATE FILING) 880.0 S.F. .1% PROF. ) I I TOTAL. AREA OF ALL STRUCTURES 5005.0 S.F. 11.4% i PROPOSED I ' I **MAXIMUM LOT GOVERAOE ALLOWED - 20% DWELLING 1 Z COVERED PORCHES FILED , UNDER SEPARATE APPLICATION I A R VED As NOTED -PROP. 4'-0" H. I 3 PLUMBER CERTIFIGATIOr,' EL.c 04 B i ,' FENCE; APPROX. i DATE: B.P.# Lkq� ON LEAD CONTENT BEFOPi 140 LINEAR FEET I FEE: a BY: CERTIFICATE OF OCCUPAN,, Y o IeL.=�2' 2a.8' _ ,' i NOTIFY BUILDING, DEPARTMENT AT SOLDER USED IN WATEF 765-1802 8 AM TO 4 PI'A FOR THE SUPPLY SYSTEM CAn� nr,- - PROJECT: / p• B�RiFv-L___ `, � FOLLOWING INSPECr;O'�Is: EXCEED 2/10 OF 1% LE!. ,. " TR�c N; J 1. FOUNDATION - TWO REQUIRED I I _ / � L/ F / � FOR POURED CONCRETE KOUVARAS PROPOSED� ' / ' % 2. ROUGH - FRA'�,°ING & PLUMBING CC ESSO RY W ASPHALT / / , 3. INSULATiOP� ''-� PLUMBING BUILDING DRIVEWAY , 4. FINAL COP�..TF;',',,i I_N 14�UST r ' E1_._P 2 - _ - ,' J/ , BE COMPLETE 0? C.O. ALL PLUMBING WASTE - -- W , / " - i ALL CONSTRUC70N SHALL MEET THE &WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW T TING;SEF.ORE COVERRIS, 80 SOUNDVIEW AVENUE YORK STATE. NOT RESPONSIBLE FOR " - MATTITUCK N.Y. 11952 - DESIGN OR CONSTRUCTION ERRORS. / r'043 DRAWING TITLE: I - 0' 1 .; "%/ COMPLY WITH ALL CODES OF _ - - - - - - - - - '/"0 . NEW YORK STATE & TOWN CODES .. 4 PROJECT LOCATION & SCOPE ; 1. �pNT '' AS REOUMED .AND CONDITIONS OF ,...,Y;.. .wMi r� K: ,li { 1M�R� � / SITE PLAN & ZONING DATA i - ' - - - - - - - - - - - - - - - - - - - , ir,stalled, replaced or PAGE: repaired shall conform to Chapter 17201 G-001m00 of the Town Code OCCUPANCY OR _ DATE: 02/15/23 1 OF 6 _ISE IS UNLAWFUL i o„ "o'ITHOUT CERTIFICA 0\0 iifl A R 13 n 0�A'� L.) RcT,"JN STOfiNI 'U°'JATER M,`f''07 I,uFPdT TO CI-11TTIM 2�.�. OF Tf;E TOWN CODE. �y 0374 )� �, �3 I4 0b AQ SITE PLAN OF N - SCALE: 1" = 15'-0" NOTES $ Si='E(./I F I GAT I QNS CARPENTRY WOOD FRAMING MATERIAL STANDARDS SITE WORK ABBRE X I AT I O I S 0- IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 675) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR _. _ --- Q OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY (BD. BOARD INSUL. INSULATION TOGETHER AT ALL TIMES. IT IS ALSO THE FAMILIARIZED HITH RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAYING 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, 0 SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK RECEIVE CLARIFICATION FROIM ARCHITEOVENGINEER PRIOR TO PROCEEDING. BFE BASE FLOOD ELEVATION INT. INTERIOR W 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR __ GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. BLDG. BUILDING J GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING �� _ K I KIPS (1000 LB5) 0 to I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAIMIEV FROM THE PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD SITE. STOCKPILE ALL EXCAVATED MATERIALS. BM BEAM APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, A5 MANU. SPEC.'s MANUFACTURER'S SPECIFICATIONS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE B.D. BOTTOM OF FAX. MAXIMUM 1. Q .c N 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE _ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATIION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, FOR BACK FILL MATERIAL 54ALL BE REMOVED FROM SITE. BOT. - BOTTOM MECH. l MECHANICAL - Z) O) O STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, O w T- � 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. B.O.W. BOTTOM OF WALL [MIN. MINIMUM = - ,r- O FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING -.-- L � AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. FOUNDATION, CONCRETE, AND :MASONRY G.J. _[CEILING JOIST f NAVD55 NORTH AMERIGAN VERTIGAL DATUM OF IIg88 ] .�. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESIPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -- U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE �GOL. COLUMN NYC. BG NEW YORK CITY BUILDING CODE 0- °� Z OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF --- _ 0 _y N 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE &RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. CONT. CONTINUOUS O.G. ON CENTER 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE ___ U I SHALL BE CLARIFIED WITH THE ARGHITf=GT/EN6INEER BEFORE PROCEEDING &. MIN. HEADER TO BE (2) 2NIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE -- - O 2. ALL FOOTINGS TO BEAR ONI FIRM,VIRGIN, UNDISTURBED SOIL DBE. DOUBLE OGG. OGCUPANGY O O -t T_ WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR �� _ t O ++ tn 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE `I• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. [DFE _ DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION 4-0 N 4--� UNLESS APPROVED BY THE ARCHITECT/ENGINEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. _ c: O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS DIM. DIMENSION P. GONG. POURED CONCRETE ^a 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WIITH FLOOR PLANS ON PAGE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I a0.1 STRUCTURAL GLUED LAMINATED OTHERWISE NOTED _.__ _ W BEFORE THE START OF FRAMING ROOF AND 15 OF GDX &RAVE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. _._ - _. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES). APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED EA. EACH PLYWD. [PLYWOOD b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 UNTIL I51 TIER OF FRAMING 15 IIN PLACE. 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION [P.T. PRESSURE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPEGTIOMI5, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS -7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. DOCUMENT, THE C70VF-RNINO BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT 1 REGID REQUIRED -�--J _ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND) U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE ° 8. ALL OPENINGS FOR BEAM P'OGKETS, UTILITIES, ETC. TO BE FILLED EXIST. EXISTING Ri � RISER r 1 11. THESE SET OF DRANINC75 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. SOLID WITH CONCRETE. _ 0 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT• WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES EXT. EXTERIOR RM. ROOM 1 PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. _ _ n \ (� A5TM II STANDARD SPECIFICATION FOR EVALUATION OF 10. ALL CONCRETE TO HAVE AIN ULTIMATE COMPRESSIVE STRENGTH AT 28 F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER W l I I R THE RESPONSIBLE OR IS NOT RETAINED FOR SUPERVISION OF 'THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT J015T5, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE - RESPONSIBLE FOR DESIGN INTENT ONLY. DAYS OF 4,000 P.S.I.,U.O.N. �� EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FAR _�LOOR AREA RATIO STL. _STEEL 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. II. GONG. SLABS TO REST ON HIN. OF 6" FINE GRAVEL OR SAND WITH • 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE b MIL. POLYETHYLENE VAPOR :BARRIER UNDER f F.A.V. FRESH AIR VENT 5.V11 . SMART VENT 6-003. 1.5. PREFABRICATED WOOD TRU55ES: ASSEMBLIES USING PREFABRICATED 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE �FF FINISHED FLOOR � TBD �TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 12. COPPER FLASH ALL JOINTSi WHERE SLAB ABUTS FRAMING. __ RUBBISH, WA5EE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. NEGE55ARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - I FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS U CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, (I) WALL TIE PER(5) 50. FT. -- 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I I"1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. I F.J. FLOOR JOISTS l THK. THICK k LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, - AND ORDINANCES. I8. AT "WET WALL" PARALLEL TD JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM _ _ ° - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK. AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM C37 SPECIFICATION FOR GYPSUM LATH, OR ASTM C74 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr _ TREAD �/� SPECIFICATION FOR GYPSUM SHEATHING BOARD. V ) THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE 'YEAR AFTER FROM FOOTING TO 2" ABOVE IFINI5H GRADE. - GOMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME TYP. TYPICAL � n l AS PER PAGE 0-003. I."1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 16. NO CONCRETE OR MASONRYY WORK 15 TO BE PERFORMED IN TEMPERATURES -____] VJ 1-I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF OF 40"F AND FALLING,UNLESS APPROVED BY ARCHIT'ECT/EN6INEER. NO FRPR, FIREPROOF U.D.N. UNLE55 OTHERWISE NOTED 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.b HARDBOARD SIDING. ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES') FROM AND CONCRETE SHALL BE PLACED ON FROZEN SURFACES. _I AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ARCHITECT/ENGINEER. OYP. BD. I YP5UM BOARD V.I.F. _VERIFY IN FIELD 75 IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN W/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK Ida. PROVIDE BITUMINOUS JOINTfS BETWEEN SLABS AND FOUNDATION WALLS AND MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND --- -- - /� ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROAM). (B) 15 CAUSED IN WHERE EVER APPLICABLE. --� < WHOLE OR IN PART BY ANY NEGLIGENT' AGT OR OMISSION COF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER � WD. WOOD ETC. ANY REFERENCES TO CGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OIR INDIRECTLY MI UNLESS OTHERWISE INGIG " ION ALL FOUNDATION FOOTINGS ARE TO BE A -� EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE MIN. 10" DEEP PROJECTING b" ION EACH SIDE OF THE FOUNDATION WALL. [HNGR 1 HANGER ZR ZONING RESOLUTION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT I5 CAUSED IN PART BY A PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK --- - PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST MGMILLIAN I.cIE MIGROLAM CONCRETE SLABS TO HAVE bxcb 10/10 WELDED WIRE REINFORCING. HOR. HORIZONTAL [ B. GEORGIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (O5B), WAFERBOARD ORIENTED-STRAND - - - -.__ 0. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CON5TRIUGTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 20. FOR SECOND STORY ADDIITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED BUT NOT LIMITED TO FORM-WORK, $LOCK-WORK, FRAMING, NAILING,PLACING A. TRU55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY AS IN 50LID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" ____ ___ ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT : OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED B`Y THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR DEEP 3-O BELOW GRADE. INSULATION $ FENESTRATION REQUIREMENTS A LI SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPHE DRATIONS,NIN55 22 I-JOIST FLOOR 5Y5TEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND UT SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRIITTEN AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 6LA55 WINDOWS AND DOORS AUTHORIZATION OF THE ARGHITEGT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY I. ALL 6LA55 TO BE IN5ULATE[D LOW-E, UNLE55 OTHERWISE SPECIFIED. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE COMPONENT COMPL- -- ] IES 141. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE VALUE CITATION (PER 2020 NYSECCC) NEEV7D,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 2. 6LA55 DOORS AND WINDOMS SHALL NOT BE INSTALLED UNTIL PROPER PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE CLEARANCES ARE PROVIDED.. - __ - _- OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.&A FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS U-VALUE = 0.25 MAX.U-VALUE = 032 20. CONTRACTOR TO REMOVE d RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIC14.1 CELLULOSIC 3. ALL SLIDING GLASS DOORS,SKYLIGHTS, AND ANY GLASS UNIT INSTALLED FENESTRATION U-VALUE AIR LEAKAGE = 0.50 CFM/SF MAX.AIR LEAKA6E = 0.50 GFM/SF YES RELOCATE AS REQUIRED ALL EXISTING WORK PER R402.4.5 d TABLE R402.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMA>`V LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, _ ____ __ IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. UNLESS OTHERWISE NOTED. - - - __ - -- HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FCEILIN�R_-VALLU R-44 GATT INSULATION MIN.R VALUE = 4a YES21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFA�.CTURER'SPER TABLE R402.I2-CLIMATE ZONE 4 SPEGIFIGATI RI UNLESS NOTED OTHERWISE. 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT AGGORDANCE WITH __ _ 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. MANUFACTURER'S SPECIFIGAT,ONS. ---_ - --_ _ -_ LMIN. - MIDDLE ONE OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CATHEDRAL GEILIN6 R-44 SPRAY FOAM INSULATION-1" R-VALUE - 4q 22. PROVIDE FIREBLOGKIN& A5 PER NEW YORK ACGES51BbILITY STANDARDS. R-VALUE THICK(R-'I PER INCH) - ITABLE R402.12-CLIMATE ZONE 4 - YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 5. ALL WINDOWS TO BE CAULK MD AND SEALED AS PER NEW YORK STATE J 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION ENERGY CONSERVATION CON55TRUGTION CODE. - OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. [FR=�AMEIOPN4ALL R R-)WOOD R-21 BATT INSULATION MIN. TABLE E = 20(CAVITY) YESUNAUTHORIZED USE UNDER FEDERAL LP�W BY THE ARGHITEC:.TURAL WORKS R-VALUE PER TABLE R402.12-CLIMATE ZONE 4 �� COPYRIGHT PROTECTION ACT OF 1940 (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ANY OTHER TYPE OF GLASS UINIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FLOOR R-VALUE �R-�50BATT�INAJLAT�ION � MIN R-VALUE = 19 --___L YES CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PER TABLE R402.I2-CLIMATE ZONE 4 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2t7�20 NEW PORK NOTES, AND TABLES ON PAGE 0-005 d 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING COMPLIANCE STATEMENT: STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 HEX BOLTS AND SCREWS (INCH SERIES). TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFE55IONAL JU06MENT,THESE PLANS AND SPECIFICATIONS ARE IN Z NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 20..20 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING S ALL GLA55 IS TO BE FREE HE SCRATCHES AND IMPERFECTIONS. 5 LAA COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. UJ STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 50REW5: LAG 50REWS OR LAG BOLTS SHALL COMPLY WITH AN5I/ SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEC.'9). ASME $1b.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). q, ALL WINDOWS TO BE MARVIIN. IF CONTRACTOR IS TO SUBSTITUTE WITH 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ANOTHER WINDOW MANUFAGTUR2ER, IT IS THE RESPONSIBILITY OF THE V WOOD FRAMING, AND CONNECTION TO FOUNDATION - 201b WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES CONTRACTOR TO VERIFY CTUTHA THE 15 THE TE5PON S OF THE WINDOW MATCH CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER A5500ATION 2b. COLUMN BEARING AS FOLLOW5: SHALL MEET THE REQUIREMENTS OF AN5I/TPI I NATIONAL DESIGN THE CONTRACTOR OF THE MARVIN WINDOW SPECIFIED. THE (AFdPA) AMERIGAN WOOD COUNCIL (ANC). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 1r TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ROUGH OPENING, S FACTOR, CLL AREA,VENT AREA, AND EGRESS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEIW YORK STATE WALL w/STEEL SHIMS 8 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4 LONG EXPANSION BOLTS 0 REQUIREMENTS. ai PLUMBING GORE. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND �_ 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (® MIN. Ib" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, - -- --._.___--- - _ MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TEMPERED GLASS. TABLE R50I.-7 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC. $ OEOORAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS II. EXTERIOR GLAZING SHALL ME PROTECTED FROM WINDBORNE DEBRIS. PROJECT: CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY GONSSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, CODE EVALUATION REPORTS. GLAZED OPENING PROTECTIOM SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _- MISSILE TEST OF ASTM EI49b )AND A5TM E056 AS MODIFIED BY 2020 NY5 BG I GROUND SNOW LOAD 25 L55 CONSTRUCTION CODE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET KOUVARAS w/b" RISE d w/(2) 1/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ALLOWABLE SET 6" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ANSI/DASMA IIS. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES CCESSO RY BUILDING ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH EXPOSURE CATEGORY B CONSTRUCTION;SSTD 10-911 AND 2015 5BC HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' SHALL L/I80 _. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B ATTACHED TO THE FRAMING 56URROUNDINO THE OPENING. PANELS SHALL BE - FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIf7ED. ASPHALT ROOFING SHINGLES 2.2.1. SCREWS: 5CREW5 SHALL COMPLY WITH ANSI/A5ME B 15.6.1 PREDRILLED AND SECURED WI1TH THE ATTACHMENT HARDWARE PROVIDED AS INTERIOR WALLS d PARTITIONS H/180 2. APPROVED CONNECTORS, ANGHOR3 AND OTHER FASTEENING DEVICES NOT I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING WOOD50REW5 (INCH SERIES). PER THE ANCHORAGE METHOD) SELECTED IN ACCORDANCE WITH TABLE WEATHERING SEVERE 80 SOUNDVIEW AVENUE INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL SHINGLES OR APPROVED EQUAL. R D 301.2.1.2. ATTACHMENT HARWARE SHALL BE PERMANENT BE USED IN ACCORDANCE WITH MANUFACTURER'S REGO?MMENDATIONS. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED FLOORS 8 PLASTERED CEILINGS L/3bO FROST LINE DEPTH 3.-O" MATTITUCK, N.Y. 11952 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWISE ON THE BUILDING. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES,CONNECTORS, SCREWS, BOLTS AND EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL MECHANICAL CONNECTIONS: TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT GORI.RRP.ROSION IN COASTAL LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" PLUMBING AREAS SHALL BE STAINLESS STEEL_ OR HOT DIPPED GALVANIZED. MAY BE I. CONTRACTOR SHALL INSTALLL WATER SUPPLY, DRAIN, WASTE, AND VENT(ow) EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUGTTURAL PANEL 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEG REGULATIONS. ICE BARRIER REQUIRED YES GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS CONSTRUCTION. TORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 __ PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANGE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. ENERGY TABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES AND AT BASE OF VERTICAL HASTE PIPES. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL RAFTERS EXCEPT WHERE COLLAR TIES OF I'xb' OR 2'x<4" LUMBER IS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115" PER LOCATED IN UPPER THIRD OF ATTIC: SPACE AND ATTACH TO EACH PAIR OF b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON" FOOT. RAFTERS. PERMITTED 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 5. GENERAL TRAP AND WASTE SIZES AS FOLLOW5, UNLE55 OTHERWISE NOTED: STRUCTURAL DESIGN LOADS PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAtFTER BEARING. -7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR - DISH WASHER..........................................2" 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - KITCHEN 51NK.........................................2" -- 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY - LAVATORY................................................2" USE LIVE LOAD DEAD LOAD 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF I6" WITHIN 4' OF EXTERIOR CORNERS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ......................................................... " G-002m00. THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6561. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - TOILET &. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAUNDRY ..................................................2" EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - FLOOR DRAIN..........................................5" - OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE -f. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 sf 15 sf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT b. ALL SYSTEMS TO HAVE ONE: 3" MAIN VENT STACK AND INCREASED TO 4' p p BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA50NRY THROUGH ROOF. DATE: 08/1.6/22 2 OF 6 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITIHIN 12" OR CORNERS GYPSUM WALL BOARD b. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. I. OYP50M WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED �• PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. DRAIN COCKS AS REOV. HOSE B165 SHALL BE PROVIDED WITH 13ACKFLOW ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf ELECTRICAL: PROTECTION. 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING,UNLE55 I. ALL NEWLY INSTALLED ELEELECTRIC CODE, I^IORK OR D 202 NMES SHALL CONFORM OTHERWISE NOTED. WATER RE515TANT(H.R.) AT BATHROOMS AND WHERE 5. WASTE FROM CLOTHES KA51HER5 AND LAUNDRY TUBS ARE TO BE PROVIDED ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 sf IS sf .. TO 2017 NATIONAL ELECTRIC CODE, NF'PA 70 AND 2020 NTEW PORK STATE p P ENERGY CONSERVATION CONSTRUCTION CODE. DEEMED APPLICABLE. INSULATION WITH BACK FLOW PROTECTION.. �,aEp AIR?C,y I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ROOMS OTHER THAN SLEEPING ROOMS 40 15 sf sf Gj 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS GERT>IFIGATE UPON 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. a. THE WATER SUPPLY AND 5AINITARY SYSTEM SHALL COMPLY WITH LOCAL p p �� tia`� ,�� 0� COMPLETION OF WORK. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FOIL TO BE PLACED TOWARD WARM SIDE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. .7 ',IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING SLEEPING ROOMS 30 psf 15 psf 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR � �, i' I O - GENERALLY,VERIFY OR PROVIDE HARD WIRED CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY TO CONGEALMENT OF PLUMBINCG. STAIRS 40 psf 15 psf Q :I = 1 * SMOKE DETECTORS w/ BATTERY BACK-UP IN: CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE + 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE FOUNDATION WATERPROOFING. II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. ° TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED GUARDRAILS AND HANDRAILS 200 p5f 15 psf (p K ''L',._ A. EACH SLEEPING ROOM sf �j TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE A5 FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. ,A 0374Q Q B. OUTSIDE OF EACH SEPARATE SLEEPING - 9" R-50 FOR FLAT CEILINGS 12 psf FOR ATTIC IM OF N.. A/ AREA IN THE IMMEDIATE VICINITY OF 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - &.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS MECHANICAL FUEL GAS: ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 THE BEDROOMS (GENERALLY THE HALLWAY) ALL OPENINGS. - 3.5" R-15 FOR Vx4" WALL CONSTRUCTION P 15 psf FOR LATH. TR - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION I. MECHANICAL AND FUEL GAS) SYSTEMS SHALL COMPLY w/THE G. EVERY LEVEL OF DWELLING b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. - 5.25" R-21 FOR FLOORS NY5 MECHANICAL GODE AND IFUEL GAS CODE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BASMENT, FIRST FLOOR, d SECOND FLOOR,ETC) A50E 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) OI�D®l�lN DETAILS TYF I GAL NA I L= I N0/STRA�F I N0 REOU I REMEENTS FOR Ff�STENINC SGHEDULE AQ ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'$;MANUFACTURER U f='L I F T, SHEAR, LATERAL WIND RE S I S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0 SUBSTITUTIONS MIAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE 6-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) J"ALL STRAPPINO TO BE V4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE � *USE IOd NAILS IF STRAPPING I'5 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 200 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q +� FASTENER SPEC. FASTENER C N HOEDOWN 'A' HOEDOWN 'B' GONNEGTION A NA I L I NO C R I D DESCRIPTION AND QUANTITY SPACING � FOR FOUNDATIONS T ROOF 4 GE I L I NO FRAMING � � r- O I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd �— ENDWALL COMMON NAIL w/o PREBORED HOLES. - O C Z d" ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER (5) 2x FULL (5) 2x FULL CORNER STUD AT RAFTER TO RIDGE �' 2" 2.WOOD 15 ASSUMED TO BE OF,#2 a BTR. IN DRY USE �- 'S N HEIGHT STUD HEIGHT STUD ONNEGTED TO RR 2" iv SERVICE �[ CORNER STUD CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST > V ,CONNECTED TO TRANSFER SHEAR S.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C TRAN5FEFL SHEAR alE �Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL O Q }� "SIMPSON" HDQS FOR STRAP - 3 8 d COMMON . • . • . • . + HOLES,SET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP O HOLDOWN ANCHOR® 2-Ibd COMMON 2-16d COMMON NAILS 0 EA. END OF STRAP. LOCATIONS NOTED NAILS ® b" O.G. d / .• • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N 4"' NAILS6 ® 6" O.G. d ON PLANS 10" O.G. IF BLOCKED �/ • • • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP C Q C O" O.:G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH G.J./G.TIES 5.SEE SECTION b FOR ANY REQT TO CLINCH THE NAILS(TO Q r-- :20 �7w\ CORNIER POST ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 9O" ANGLE,SEE COLLAR TIE To RAFTER(FACE-NAIL) SEE PAGE 6-005 PER TIE GRAPHIC BELOW Q"SIMPSON" HDS '"� USE 4 8 d COMMON NAILS ® iv EA. END OF STRAP FOR ROOF b.DIMENSIONS ARE DERIVED FROM THE COMMENTARY HOEDOWN ANCHOR BLOCKING To RAFTER (TOE-NAIL) 2-5d COMMON EACH END GR 4-I. SECTION 12.4-PLACEMENT OF NAILS 6 SPIKES ES # TABLE LOCATIONS NOTED � ° a SLOPES OF 5:12 AND GREATER.ON PLANS , RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END CONNECTION BI B2 - AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO HOLDOWN INSTALLATION OPTIONS: GONNEGTIcON: U � M FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d COMMON NAILS ® 52 TOP PLATE To TOP PLATE (FACE-NAIL) 2-I6d COMMON PER FOOT W HOLDOWN CAST IN PLACE w/7/8"� THREADED ROD "• • EA. END OF STRAP: I I . • - FOR EXIST. P. CONC. OR NEWLY CURRED FOUND.'s • • sEE WHEN IIN TOWN OF ISLIP OR NAILING I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE 7/5'V THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO 0 NOTE GEOMEETRY EXCEEDS THAT PERMITTED IN I • • CONCRETE w/ "51MP50N" SET(HIGH STRENGTH EPDXY MAX. MAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • ADHESIVE), a FOR TEMP.'S O°F-40"F USE "51MPSON" AT SIMPSoON # H2A (OR EQUAL) RAFTER TIE --}— (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • FOR TOENAIILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK)FILL TOP 2 COURSES SOLID S CAST IN PLACE HOEDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD < , • CONNECTION FOR G.J. To, R.R. - Q 16 d COMMON NAILS w/'VS"(P THREADED ROD REQUIREMENTS FOR ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED CJ.'s(WHEN 2-Ibd COMMON 12 PER FOOT APPLICABLE) FOR EA. PL/ATE TO STUD ABOVE 8 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) 0) HOEDOWN 'G' HOLDOWN 'D' _ _16_Gd COMMON NAILS FOR G.J. TO G.J. - Ol 16d COMMON NAILS FLOOR FRAMING Q FOR NEW d EXIST. -- - VJ FOUNDATIONS , FOR NEWLY POURED CONNECTION GI G2 _ JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATION ® ONE STORY ONLY ; n W (5) 2x FULL /ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-&d COMMON EACH END HEIGHT STUD CORNER STUD ONNEGTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY 12 "SIMP5ON" HDQS (3) 2x FULL ; ° G2 TO STUD CONNECTION: BLOCKING TO SILL or HOEDOWN ANCHOR ® NAIL COMMON HEIGHT STUD • I TOP PLATE (TOE-NAIU 3-Ibd COMMON EACH BLC�GK LOCATIONS NOTED NAILS ® 6" O.G. d o ON PLANS 1GORNERIPOSBLOCKED G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-Ibd COMMON EACH JOIST NAILS ® EA. END OF STRAP " JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-6d COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE d OR 2-I6d N _ I BELOW - 2 16 d COMMON NAILS NAILS ® " O.C. BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT / ROOF SHEATHING a d STRUCTURAL PANELS: ° INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD "SIMPSON" 5 14RJ GONNEGTION DI D2 SOLID PERIMETER EDGE ZONE s ad COMMON b" EDGE /6:" FIELD BLOCKINO HOEDOWN INSTALLATION OPTIONS: m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO el" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s �...--•"'"- ---=- ' - HOEDOWN CAST IN PLACE w/'7/8"� THREADED) ROD - • 1 AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • -1/5NP THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 - CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY 1/2" MIN. - GYPSUM WALLBOARD 5d COOLERS T" EDGE / IIO" FIELD ADHESIVE), 8 FOR TEMP.'S O"F-40"F USE "51Mf1`5014" AT FROM CORNER (HIGH STRENGTH ACRYLIC ADHESIVE) FOR STRAP' - 3 8 d COMMON NAILS @ EA. " I ONE #4 RESAR D I END OF STIRAP (WRAP STRAP UNDER SILL PL.) SPECIFIED N WALL SHEATHING O FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NO 0 FOR EA. PLATE TO STUD ABOVE OR BELOW - t FILL TOP 2 COURSES SOLID 8 CAST IN PLACE: HOLDOWN • " °w/'7/8"(P THREADED ROD y jI6_. d COMMON NAILS STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD -� - I, a � ° ALTERNATE- CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 110" FIELD FLOOR GOMNEGTION w/ # LPT4 SIMP50N (OR STRAP w/(3) z NA I L I NO/STRAFF I N(5 @ N I NDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® P'LATFORM TO SILL PLATES 8Or-d NAILS• EA.END 2 EA EA.STRAP To FLOOR SHEATHING (5UBFLOOR) 2 EA.JOIST-(FOR ALTERNATE USE 0 SIMPSON H25A) -- 0 NOTATION: A - NUMBER OF Sd NAILS® EA. END OF STRAPPING(2018 WFGM,TABLE 3.7,P. 18a) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (201b WFGM,TABLE 3.23B, P. 2,11) �� I" or LESS: 8d COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(201b WFGM, TABLE 3.250, P. 292; GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD • ALTERNATE AS PER TABLE 3.23D,P. 293) D - NUMBER OF Ibd NAILS,END-NAILED THROU6H ADJACENT KING STUD TO END OF HEADER® EA. 51DE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A D (2018 WFGM,TABLE 3.7,P. I89) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - (NUMBER OF JACK STUDS® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE 1 PLATE(5) CONNECTION F - (NUMBER OF Ibd NAILS,END-NAILED THROUGHFOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER C (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.5,P. 141) a as ° ° SLAB ON GRADE APPLICATION: SHEAR ATECAP CONNECTORS NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUIBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° a - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 5 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED To I-I&D NAIL PER FOOT. END OF STRAP (WRAP STRAP UNDER SILL PL.) 3 - FOR F ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE O THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B a ° d e a SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE KOUVARAS F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° a g FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. CC ESSO RY B U I LD I N (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) _2_ -I6_ d COMMON NAILS A NOTATION ROUGH A B G D E F G O>PNG 80 SOUNDVIEW AVENUE 2'-0" 2 I 1 1 1 1 MATTITUCK, N.Y. 11952 4'-0_ 4 1 2 2 2 2 SFL I C I NO OF TOF f=LATE GABLE ENDWALL - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-0" 5 1 5 5 3 3 BRACING/STRAPPING DRAWING TITLE: (6) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR OWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE -I 2 3 4 4 4 }-- SPLICE --} TOP PLATE SPLICE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING® I2"O.C. STRAPPING & NAILING DETAILS LENOTM I FOR WIND - EXPOSURES B$0 - FOR WIND - EXPOSURES B46 - 4'-o" O.C. To AGHEIVE RAKE o.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE fT I, BUILDING MINIMUM SPLICE',"-4 BUILDING MINIMUM SPLIGE'�A•` DIMENSION (FT.) LENGTH (FT.) DIMMENSION (FT.) LENGTH (FT.) TYP.STRAP w/(3) PAGE: Sd NAILS EA.END 2'-O"/2'-b" 12'-0" 5.-0.. OF EA. STRAP — — /� ATTIC G-003mOO A N�#�®R, 5®!I�T S�E� I F I �A T I ®N S I6'-O" 3'-O"/3'-q" I6'-O" 4'-O' - -- - 20'-0" 4'-0"/5'-0" 20'-0" 5'-O" BLOCKING 2 BAYS SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.25, P. 157-160) „ BACK® 4'-0" o.G. 4—CORNER } 3q" 24-0 - 4-O"/5'-O" 24'-O' 6'-O" _ DATE: 08/16/22 3 OF 6 CONDITION I I FOR ALL STRUCTURES: • 5/8"(P ANCHOR BOLTS 0 3Q" O.G. 25'-0" 5'-O"/b'-3" 28'-O" T-O" J • 52--0" 6'-O"/7'-6" 32'-0" 8'-0" SECOND FLOOR ,- - -- w NOTES: I.TABULATED SPLICE LENC1H5 ASSUME TOP PLATE-TO-TOP PLATE OAR CONNECTION USIN 2-Ibd NAILS PER FOOT.FOP,SHORTER SPLICE D G R I. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-O" II'-O" BLOCKING 2 BAYS � 1-0. T • PROVIDE AN EQUIVALENT NUMBER OF NAILS \ �� � w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.C. END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-0" 10'-O"/12'-6" 50'-O" 13'-O' CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE B TYP.STRAP w/(5) Q! * y 9<O TOP TWO COURSES SOLID bd NAILS EA. END 5.TABULATED SPLICE LEN6TH5 ARE BASED ON&FOOT WALL 60.-0., 12'-O"/15'-O" 60'-O" Ib'-O" OF EA.STRAP D HEI&HT5 FOR OTHER WALL HEICHT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; rl FIRST FLOOR4t ^.. PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-0' 14-O 70'-0 IQ-O" tp 4' NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 037413 ! 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 'QT 80'-0° 16'-0" 80'-0' 22 �C -o' - -- � F OF N�� FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1.125 (SEE DIAGRAM TO LEFT) 1O'WALL- 125 BLOCKING 2 BAYS II''WALL- 1.515 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOEDOWN LOCATIONS 12 WALL- 1.5 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP ORDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING 5TA4NDARD5, IT 15 REO'D FOR FRAMER TO HAVE A I REBL.®GK I N� ®R PLATFORM l�l®OD SRAM I NC 12- WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE 0 AND ALL RELEVANT' PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/b- ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) rOONNEGTION * 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILEDWATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J v BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES (2)ROWS IOd NA MAX'52" P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPINS. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A ILS a 12"O.G. P7 THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5L S.OPPIN STUDS THAN B (3)ROWS IOd NAILS m 12•o.c. p THAN ONE THIRD THE: TOTAL NUMBER, ARE TO BE N SUSFLOOR G JJ(2)ROW5 1/2•m BOLTS a 12"O.G.5TAs,ER.W; JOINTED ON THE SAIWiE SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 0) CD /SUBFLOOR DBL.a ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. = CO SOLE PLATE \ BUILT UP GIRDER I" MAX.52" NAILING: (2)ROWS 1/2" a BOLTS a Ib"O.G. 0 TWO-PIECE GIRDERS 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE ARE TO BE NAILED FROM ONE 1L SOLE PLATE J015T SERVES AS FIRE5TOF' IN3. E (2)ROW5 1/2' m BOLTS o 24.O.C. SIDE WITH IOd NAILS;, TWO NEAR EACH END OF !L BETWEEN I/b EACH PIECE, OTHER5� STAGGERED WITH A DISTANCE _ O C Z rj 5. FIRE5TOPPINO SHALL BE 2 INCHES OF WOOD BLOCKING - r- F (2)ROW5 3-5/6"TRU55LOOK 5GREW5 a 12"O.c. * 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. 0- •O N L56REHED ON(1)SIDE OF MEMBER LINE; OR GIRDERS AIRE TO BE NAILED FROM EACH U f 6 (2)ROWS 3-3/b"TRll55LOGK 5GREW5 a lb* o.c. SIDE w/ IOd NAILS, TIWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C � (O AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" JOISTS SERVE AS FIRESTOPPIN3. 0 �- (2)ROWS 3-3/b"TRUSSLOCK SCREWS a 24"O.G. __ - H p, BETWEEN NAILS IN A HORIZONTAL LINE. 0 In J015T SCREWED ON(1)51DE OF MEMBER -F� N •� -- - THREE-PIECE 1. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND MAXIMUM OFFSET (2)ROWS 5"TRUSSLOCK SCREWS a 12"O.G. 2 INCHES OF WOOD BLOCKINS PLACED BETWEEN JOISTS J BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d C 0 � .. J015T DEPTH,d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. 51DE wl/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPNC. Q 1 :2 0 MATCHED SIZE OF BLOCKING (2)ROWS 5"TRUS5LOGK SGREW5 a Ib'O.G. 4 �J INCLUDING INTERMIDIATE JOINTS AND w/ THE Q) UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, 3 8. THE HEADER SERVES AS FIRE-5TOPPINS. PARTITIONS ® 32" O.G. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE L (2)ROWS 5"TT2U55LOGK SCREWS a 24'O.G. BETWEEN I/b DOUBLE PLATE 50REWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52 BETWEEN MAILS IN A HORIZONTAL LINE. I 9. TWO-INCH WOOD BLOGKINS OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 ! BE ADDED BETWEEN STUD5 IN PARTITION ADJACENT TO GE I L I NO BRAG I NO P - STRINGER TO SERVE AS FIRESTOPPINS. GANTI LE\/ERED FLOOR I.BEAMS* HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR ' J * CONNECTION PATTERN S'WHEN 10"OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH T * - STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ` OFFSET FASTENERS 1/2•FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH v SUBFLOOR SOLE PLATE LATE CONTINUOUS GABLE END MASONRY PIERS, NAIILED TO WOOD POSTS OR FIRESTOPPINO SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a b'O.G. T�5 THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY, THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAIL5 TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. I I I PLATFORM FRAME CONSTRUCTION HRI KALE AKA-i' BY (CRACKS OF TMHE INTERIOR FIOVINO INNISHPLOUT STERGE NS ON CH AL +J I `4A I L= I I `lO PATTERNS TTERI `lS FOR SIDE LOADED SEAMS (Ic . FLUSH BEAM5) AS FIREBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE j� L/ 1" 1 • 10)Sd -LOCATIONS REQUIRUN6 FIRESTOPPINS- AS FIRESTOPPINS. NAILS FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPIN6 STOPPING STOPPING FIRE- FIRE- SOLE r FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING r l MULTIPLE-PIECE MEMBERS (�.J JOIST * 5d COOLER NAILS a 10"O.G. �-NAILED' F BOLTED' 2'1 BLOCK NAILED TO EA. RTICAL BRACE 2 ROWS Ibd 8 ROWS Ibd 2 ROVLi Xs• 2 ROWS XZ" 2 ROWS Xz' vAM-LIED BLOCKING FIRESTOPPING WHEN w/(4) IOd NAILS COMMON COMMON BOLTS a 24' BOLTS BOLTS 20 a.5TRAP O 12.OC.` O 12"OC Oz.sT O 12.O.G. O b"O.G. COVERING IS APPLIED ^ - OF 5TUD GYPSUM BOA g TWO ROWS 12"O.G. THREE ROW5 12.O.G. TO UNDERSIDE LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 DOUBLE PLATE * 5d COOLER NAILS a 10"O.G. (10)Sd NAIL BEAM SELECTION w/ STD. NAILING NOTE: END WALL sTU AS NOTED IN NOTES 7 8 8 s QD J015T SHALL BE LOCATED DIRECTLY : ° ° ° ° NONGOMBIOPPINE LOCATION DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPIN6 LOCATION OVER STUDS,UNLESS TOP PLATE IS 4"a EDGE/12"a FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2•FROM EDGES SOLE WOOD F1RE5TOPPIN6 of GIRDER DESIGNED TO CARRY THE LOAD SCREWS#6- 1Y4"TYPE W OR 5 FRE57oPP1N6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24'O.G.STAGGERED x TWO ROWS b'O.G. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EMEND THROUGH THE FULL .I INTERIOR STUD DETAIL THICKNE59 OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. O O O O O n n n O n OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY I2". p p p p O n © O O II 2•SPACE NOT �, 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. �', - TO BE FILLED �� 0 NONCOMBUSTIBLE FIRESTOFPIN6 ATTACHMENT @ \/ALLEY m FIRESTOFPIN6 III ' APPROX.1 INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO Ffh� \ N BOTH SIDE OF THE MEI- E 1 b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'OO.OR TRIPLED \ \ FOR 4•o.G.NAIL SPACING. LOCATION 'T 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ T.2 ROWS OF Ibd COMMON NAILS(12.OO)FOR DEPTHS 12.OR LESS FIRESTOPPIN6 LOCATION 4 bd NAILS LOCATION 8 9 \ 4 EA.END a R.R. b.5 ROW5 OF Ibd COMMON NAILS 02.O.G)FOR DEPTHS OF 14•,Ib'a Ib•. LOCATION 10 FULL WIDTH 2" BLOGKIN z O tu - 1 C.,ONSTRUr_./T I ON DETAILS I$ WIND LOAD PATH C./ONNE�T I ON DETA L S TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL DECK FOR 5TRAPPINGIN5TL. NOT TO SCALE XIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOU5 LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW * EX. R.R.AS 5HOWN �J K I NO STUDS � PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JO I5T -0 WOOD JO I ROOF,R.R. IN LINE CRIPPLE STUD - fl BLOCKING. JOIST HANOER HEADER GENERAL REQUIREMENTS FOR GENERAL REOU I REMENTS FOR - -0 W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS CCIRDER/HEADER -n JACK STUDS 0 WOOD OI RDER O WOOD JOIST - MAIN MEMBER q� O JOIST FRAMING O\/ER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN 0 AN ANSLE OF PROJECT: DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER * STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, KOUVARAS I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT At Go" ANSLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN -o MEMBER,FOR THI5 APPLICATION,SHALL BE AT LEAST CCESSORY BUILDIN 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD J WALL STUD O - WHEN FASTENED To A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE J IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR 80 SOUNDVIEW AVENUE DOUBLE JOIST DOUBLE JO I ST TOP PLATE MATTITUCK, N.Y. 11952 GHIM. CHASE SEGURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: CHASE WITHIN PLANE IOF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATI\/E RAFTER TO WALL STUD CONNECTION w/5TUD5 To ATTIC FLOOR d BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) O PAGE: lu TOP PLATE ® O J IA Q Jul I ND RESISTANT C_./ONSTRUC-,TI ON G_O____NNEGTORS GHIM. CHASE WALL a Z r G-004mOO CONNECTION LOCATION: PART NUMBER: NOTES: 01° `' RI DOE-TO-RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS IL Z Q ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER z d DATE: 08/16/22 4 OF 6 1Laj z ROOF -A§a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER z REOD BLOCKING a • PLATE-TO-WALL STUD 0520 @ I&" APPLY TO EACH WALL STUD To ALIGN w/STRAPPINO uj 1 j n DAR ® EA LEVEL IAR THE FIRST FL ®zILI 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD 'S�R� Ch'M. i�, ® HEADER-TO-JACK STUD G520 @ I2" APPLY TO EACH JACK STUD FL001?GLG. OO _j CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD < SHEAR WALL HOLDDOWN AINGHOR SSTBI6 APPLY TO EACH SIDEWALL END I ST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER, DOUBLE SILL PLATE �-4TF 0374d y0 SIDE MEN PLAN \/IEV�I (USE WITH 3 SQUARE WASHERS) DF No USE THE FOLLOWING OR APPROVED SIIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITI'. GENERAL SNr�50L FLOOR PLAN NOTES ALL NEW WINDOWS SHALL BE MARVIN "ELEVATE" SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING 8 DOOR NOTE: STRAPPING DETAILS; H.O. B CONTRACTOR TO VERIFY ALL WINDOW DETAILS BELOW BEFORE PURCHASING: I. INSTALL NEW EXTERIOR DOORS BY 'ANDERSEN' • EXTERIOR FINISH - COLOR "EBONY" NEW PARTIAL HEIGHT O 2.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS • INTERIOR FINISH - TBD • HARDWARE FINIISH - TED a _ EXISTING TO BE DEMOLISHED 777T1f WOOD FRAME (L.G. STL. 3.INSTALL ( PER MANU ,U.O.N.'s . DIVIDED LITE5 .- GRILLES-BETWEEN-THE-GLA55; COLOR "EBONY"; PLEASE REFER TO ELEVATION DRAWINGS PAGES A-201 8 A-202 Q I WHEN APPLICABLE) 4.PROVIDE (2) 205 O R.,ALL OFOR GRILLE PATTERNS EXISTING TO REMAIN 5. SEE PAGE 6-003 FOR ALL OTHER FRAMING -----� NEW FOUNDATION WALL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** LLI E--- ---� NEW WOOD FRAME`. (L.G. Lu f--� STL. WHEN APPLICABLE) O SMOKE DETECTOR / GO DETECTOR NOTES: WINDOW CHART 'U u 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT _ NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL SMOKE /CARBON MONOXIDE COMBINATION DETECTOR --- -------- i� y` POST FOR 4" WALLS HARD WIRED TO EACH OTHER w/BATTERY BACKUP. CLEAR � .O N EGRESS WOOD FRAME (LG. STL. 2.INSTALL ALL AS PER MANU. SPEG.'s ROUGH OPENING WINDOW DIMENSION WHEN APPLICABLE:) (MIN. (2) 2'xb" STRUCTURAL 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR TAG TYPE MODEL # OPENING TEMPERED c � � POST FOR b" WALLS), U.O.N. IN COMPLIANCE WITH LOCAL CODE --- -__-- _- - --- - - _ — O WIDT}f REQ'D: 20" NEW 2-HR FIRE RATED WOOD FRAME (L.G. STL. WIDTH - HEIGHT WIDTH HEIGHT HEIGHT REV: 5.7" .� O ____ OPEN REQ'D__5."1 S.F. � � � r•- WINDOW NOTE: „ ,� „ O Z O WHEN APPLICABLE:) O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN I CASEMENT ELGA3355 3W 8-I 4-7 8-O 4-7 a .� CASEMENT,DOUBLEHUN6,OR GLIDING (A5 NOTED); PICTURE - 3 „ .-- B (3) ELGAP331 2-a 2-7 2-8 2'-7 � N INSTALL AS PER MANU. SPEC.'S. FOR [ MULLED [ a-+ i FOUNDATION FLAN NOTES SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS f - -- Q AND DOORS" ON PAGE 6-002 IF CASEMENT G PICTURE ELCAP3331 2'-9" 2'-7 " -� 2'-8" 2'-7 �" .� pQ 4- (.0 WINDOWS - ALL CSMNT WNDW5 SHALL HAVE III --- _ - +� N Ln P. GONG. MONOLITHIC SLAB: STRAIGHT ARM HINGE WHEN O O 2"xb" P.T. SILL PLATES w/COPPER TERMITE 5HIELED b 2.IF DOUBLE HUNG - ALL DEL. HUNG WNDWS TO BE D CASEMENT ELCA333G 2'-q" 3'-3 5g" 2'-8" 3=k � Q � SILL SEAL TILT WASH • ANCHOR BOLTS AS PER PAGE 6-003 5.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. • 4" THK. REINF. P. GONG. SLAB w/bxb-IOxIO W.W.M. 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND - BETWEEN CENTER d UPPER ' OF SLAB WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A SCHEDULE - UPON b MIL VAPOR RETARDER MINIMUM(2) 2"XS" HEADER U.O.N. n 1 - UPON 4" THK. GRAVEL BASE EGRESS NOTE: - UPON GLEAN COMPACTED FILL IN COMPLIANCE WITH NEW YORK STATE BUILDING DOOR MATERIAL • BEARING UPON P. GONG. HAUNCHED FOOTING AS PIER DET. CODE,SECTION R510.2.I;THE FOLLOWING MEANS OF • B.O. FOOTING 1'-0" (MIN.) BELOW GRADE. E6RE55 SHALL BE FOLLOWED: TAG DESCRIPTION MANUFACTURER to NOTES • PROVIDE I" THK. RI61D INSULATION AS REOV PER DET. p NET CLEAR OPENIN&........... 5.1 S.F. WIDTH HEIGHT d J HOLDqN: NET CLEAR HEIGHT............... 24" MINIMUM 11.1 -� 45 MIN. RATED r O2 HOLDOO N 'D' AS PER PAGE 6-003 NET CLEAR WIDTH................. 20' MINIMUM SELF-CLOSING O NEW TILE FLOOR: FIRST FLOOR - -- • O FOUND d P05TS FOR OUTDOOR SHOWER: I. NEW TILE FINISH (H.O. TO SELECT) UPON W HD. P.T. P05T d P. GONG. 8" 4) 50NOTUBE 3.NEW CONCRETE SLAB �-2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 101 4 PANEL SLIDERS MARVIN ELSPD120-10 OXXO � W 102 SWING JELD-W 7 EN 2'-0" '-01, �I I� • O PROVIDE NEW BENCH, GUBBIES 8 WALL HOOKS U � Q13 •- 1 N d ry Q tf V12., F- 3'-2" 2'-4„HAUNCH FT6. POUR W/FOUNDATION (UNDER WALLS ABOVE) • I I I I I � 4".] PROPOSED OUTDOOR PROVIDE 4' POURED GONG. SHOWER(OPEN TO t- I SLAB W/bxb-IOxIO W.W.M. ABOVE);4X4 PT POST I BETWEEN CENTER d UPPER I 3 20'-O" W/CEMENT 51DINO I OF SLAB SECURED IN 2'-8" GLADDED SURROUND PLACE DURING POUR; - PROVIDE 6 MIL POLY ON 4" GRAVEL BASE BELOW `fl I SLAB i NATURAL LIGHT 4 VENTILATIONFLOOR 0 - AREA 50-1 S.F. iv Q m L_ — — L- % REG. S.F. PROV. LIGHT CATHEDRAL 102 >< 24.6 S.F. 8"1.0 S.F. �i GEILIN6 ABOVE x n OUTDOOR SHOWER REQ'D c^r �' • 0 FOOTINGS TO MAINTAIN VENT 3 I a MINIMUM 5' SEPARATION N 12.3 S.F. 48.0 S.F. p - FROM SEPTIC LINE AND Z ( ? NEW 2"xb" G.J O _® O.G. - G.O. w PROPOSED POOL i to 20'-0" -1 HOUSE in 550 5.F. O V is � — — — O i- i d A 17 N F TRP. P05T TO HDR. tu Li l FROPOSED FOUNDATION PLAN 5 SCALE: 1/4 I O PROJECT: 4 dJ x 2 :: _ - - SM/GO _x o KOUVARAS (V I (V 1 [NEW] (2) I.15"xl I.875" LVL [HDR] m CC ESS 0 RY B U I L D I N d 101 20'-0.. m 80 SOUNDVIEW AVENUE MATTITUCK, N.Y. 11952 o ir— ___—___—= T—i=- - � d o� PPROPSOSOED o I I I I I I DRAWING TITLE: BLUEPATIO - I I o N ( I a o I I PROPOSED PLANS tr EXTEND WALL TO RR I I x_ I I = II Xa II Z ® II II II II OPEN TO DBL. POST I I I I PAGE: �p BELOW TO RIDGE [NEW](2) I.15"x,15' LVL RIDGE I I :: r AREA OF I I I _ DBL. POST ojmoo G TO RIDGE DBL. P05T FLAT i t N [NEW] (2) I.'15"x9.5" LVL HEADER I I I I PROPOSED INOROUND TO HDR. GEILIN6 POOL d HOT TUB O ry FILED UNDER SEPARATE I I I [ l a I I O APPLICATION DATE: 02/15/23 5 OF 6 PROPOSED HOT TUB, PROPOSED FLOOR PLAN 3 SCALE: 1/4" = 1'-0" [NEWT (2) I.'f5"x7_5" LVL [HDR] I I I I I I O a RED ARO/Y�'� — - - - - - - - - - - �C can. — - - - - - - - - - - - - - - - - - - - - AV10. A' p o ,,- .. ,t o N1' 03741P d FROPOSED GE I L I NO PLAN FROFOSED ROOF FLAN SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O" ELEVATION NOTES BUILDING SECTION NOTES NEW ROOFING NIOTE (TYP.): O NEW SIDING W SEE ALSO NOTES AT SECTION I I. INSTALL NE ROOFING A5 NOTED ON ELEVATIONS IA HARDIE BOARD 4 BATTEN; PlHITE/LIGHT GRAY 2. INSTALL ICE AND WATER SHIELD FROM FASCIA a UP TO 24" FP_OM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 0 Lu IB HARDIE CEMENT LAP SIDING; WHITE/LIOHT GRAY ROOF WIDTH = 22'-O" 5. INSTALL 15 # 'BUILDING FELT (U.O.N.) OVER LLJ SOSY� OF 22'-O" = I�'-6" (ALLOWABLE cu DORMER WIDTH) 4. I/2 GDX PLYiWOOD SHEATHING (BLOCK ALL PROPOSED RIDGE HEIGHT J (y) NEW ROOFING NOTE (TYPI IV-2" WIDE ROOF DORMER PROPOSED SEAMS) 2 -- ELEV. +Ie) a 4-' O SEE ALSO NOTES AT SECTION 2B 5. GAP SHINGLE`. OVER RIDGE 4 HIPS (AS REQ D) I \ (b. PROVIDE RIDGE VENT (AS REQ'D) 12 ` � °� CV 22--0" -7. FLASH ALL VALLEYS 41 \ O ::) 0 ® - -- - 8.INSTALL DRIP EDGE (BLACK) AS REQ'D 12 _ p NEW METAL ROOFING 9. INSTALL ALL AS PER MANU. SPEG.'s rih PROPOSED TOP PLATE 10 L --- _ ------ -- TYPICAL ROOF 4 CEILING CONSTRUCTION: ELEV. +15.2' �\ B W ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) (MIN O NEW ROOFING AS NOTED O '� Z - -- - = a • I/2" COX PLYWD SHEATHING (BLOCKING ® ALL \ � ccO NE U � 50 YR. WARRANTY) PLYWD 5EAM5)I O G O N -- - R.R.,G.J., B G.T:. AS NOTED ON PLANS(® SPANS O NEW b" SEAMLESS GUTTERS 8 DOWNSPOUTS; WHHITE = OVER V INSTAILL "X" BRIDGING ® CENTER OF O (TYP.) ALUMINUM HALF ROUND - 4 — - -= SPAN,U.O.N) � c\j� � � • MIN. OF R-44 INSULATION PRO_POSE_D TOP PLATE cu cc _ •• R-4cl BATT' INSULATION ® FLAT CEILING J ELEV. +Q.2' a O G O -_ -_ _ = -" •• R-4a SPRAY INSULATION ® CATHEDRAL O4 ALL ROOF DRIP EDGE5 TO BE BLACK CEILING -- -- - ---- i ==- 3 O PROVIDE CONGEALED FLASHING AT ALL ROOIF • UPON "T E XPLR SHEATHIN ( LOCKING _ ___ ___- _ TYPICAL EX WALL CONSTRUCTION TYP. : 5 ---- -- ---------- _- - ----- - O UPON "TYVEK" +HOUSE WRAP (OR EQUAL) 4 INTERFACES. YWD 6 B TYPICAL 5/4x5 'AZEK' WHITE (OR EQ.): I ALL PLYWD SEAMS) bOI. PROVIDE AT ALL FRIEZE BOARDS d SOFFITS IA - • 2"xbff STUDS ® Ib' O.G. W DBL. TOP PLATE 2. PROVIDE AT ALL FASCIASMIN. R-21 BAIT' INSULATION 5. PROVIDE AT ALL WINDOW 4 DOOR TRIMS __ 5/8" GYPSUM BSD. WALL FINISH PROPOSED FIRST FINISHED FLOOR ' ` I - O v NEW SIDING NOTE (TYPI ELEV. +0.2' �� II I. INSTALL NEW SIDING (SEE NOTES ® ELEVATIONS) UPON I " BLUESTONE UPON tV 5 PROPOSED POOL • 2."TYVEK" HOUSE WRAP(OR EQUAL) 2" SAND BASE HOUSE 5.INSTALL ALL AS PER MANU. 5PEG.'s f -_-_-_-_-_-_ BASELINE 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION ELEV. +0.0' � m 101 5.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL 4" COMPACTED-"" - • Ii AGGREGATE —� ONEW TILE FLOOR: �� PROP. MONOLITHIC SLAB I. NEW TILE FINISH (H.O. TO SELECT) UPON r , NORTH ELEVATION (FAO I NO POOL) 2.ONE LAYER THIMSET(LEVELED PROPERLY) UPON ELEV. -1.4 3.NEW CONCRETE SLAB SCALE: 1/4" = 1'-0" SECTION I —I/A-201 • SCALE: 1/4" = 1'-0" �/ J W 5 \\ 4 _ n \ Lu �.\ aw•.0 nwle ienae.uwea lea.a•na •'+ c / \ plfOM f4lOfMJ . 0.WIGOITAOTfti •MLVM]R 1liIKll / \ — WI011Tm 6WVM"1� NYIMI Sill "f OG !K R t7u'1 fQlaw p0)v!PM / \ i RbIEl1'TK Mro[cc.YMWMIT \ / IWC 11dUlKM per". O U F.F. EAST ELEVATION (LEFT 51 UE) I MONOLITHIC SLAB DETAIL W Q 0 SCALE: I/4" I'-O" A-201.00 SCALE: 1" = 1'-0" PROJECT: = KOUVARAS ACCESSORY BUILDING 80 SOUNDVIEW AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS - ------- -- - - \ 4"x4" P.T. POST ---- - - - _-- -- \\ JAMES HARD I E I"X4" -- - -- - CEMENT TRIM (WHITE) �- ---y=-_---------� -,- I ' / "SIMPSON" ABA44 - -- - - - --- - -- ® COLUMN BASE BLUESTONE PAGE: ---- - -- - --_ _---\- 1i `� PAVERS ® SHOWER - -�-- -_ = FLOOR _ \ N 00 FINISHED GRADE � ■ 'SONOTUBE' FILLED III a SOLID w/ P. GONG. lJ a (MIN. 4,000 PSI) Z DATE: 02/15/23 6 OF 6 � � o m �D a - a D ARCM. ��T u OUTDOOR SHONER DETAIL z . A-20 I.00 ¢ ,k SCALE: 5/4" = 1'-0" SOUTH ELEVATION (REAR) NEST ELEVATION (RIGHT SIDE) (P SCALE: I/4" = I'-O" = f 037Atl C) SCALE: 1/4ff I -0f �'�oF o�NIA "I