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HomeMy WebLinkAbout52563-Z *of Sao IHo�o Town of Southold * * P.O. Bog 1179 G Ao 53095 Main Rd Comm.N�' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47096 Date: 06/01/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 1050 Inlet Dr Mattituck, NY 11952 Sec/Block/Lot: 99.-2-15 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/29/2025 Pursuant to which Building Permit No. 52563 and dated: 12/18/2025 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: Interior alterations including a finished basement with a bathroom to an existing single- family dwelling as applied for. The certificate is issued to: Georgia Constantine Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 211753 5/13/2026 PLUMBERS CERTIFICATION: John J. Sideris 5/27/202/6 1 Aut 0 ' ed ignature 4NOf SOOIHo TOWN OF SOUTHOLD BUILDING DEPARTMENT `� • b= 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#: 52563 Date: 12/18/2025 Permission is hereby granted to: Georgia Constantine 1050 Inlet Dr Mattituck, NY 11952 To: r Construct interior alterations to an existing single-family dwelling as applied forto include the reconfiguration of the garage and a finished basement. Premises Located at: 1050 Inlet Dr, Mattituck, NY 11952 SCTM#99.-2-15 Pursuant to application dated 10/29/2025 and approved by the Building Inspector. To expire on 12/18/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $741.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total S841.00 cal Building Inspector 4aoFsouTyo TOWN OF SOUTHOLD BUILDING DEPARTMENT T 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#: 52563 Date: 12/18/2025 Permission is hereby granted to: Georgia Constantine 1050 Inlet Dr Mattituck, NY 11952 To: Construct interior alterations to an existing single-family dwelling as applied for to include the reconfiguration of the garage and a finished basement.Amended 1-20-26to convert part of the finished basement into an apartment as applied for per SCHD approval.Amended 3-31-26to revert basement back to finished basement without an apartment. Premises Located at: 1050 Inlet Dr, Mattituck, NY 11952 SCTM#99:2-15 Pursuant to application dated 10/29/2025 and approved by the Building Inspector. To expire on 12/18/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $741.00 CO Single Family Dwelling-Addition/Alteration $100.00 Amendment Fee $0 Amendment Fee $0 Total $841.00 Building Inspector �aoFgo�l,,o TOWN OF SOUTHOLD BUILDING DEPARTMENT • 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#: 52563 Date: 12/18/2025 Permission is hereby granted to: Georgia Constantine 1050 Inlet Dr Mattituck, NY 11952 To: Construct interior alterations to an existing single-family dwelling as applied for to include the reconfiguration of the garage and a finished basement.Amended 1-20-26to convert part of the finished basement into an apartment as applied for per SCHD approval.Amended 3-31-26 to revert basement back to finished basement without an apartment. Premises Located at: 1050 Inlet Dr, Mattituck, NY 11952 SCTM#99:2-15 Pursuant to application dated 10/29/2025 and approved by the Building Inspector. To expire on 12/18/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $741.00 CO Single Family Dwelling-Addition/Alteration $100.00 Amendment Fee $0 Amendment Fee $0 Total S841.00 Building Inspector pF SOUIyOIo * . * TOWN OF SOUTHOLD BUILDING DEPT. room,�`' 631-765-1802 INSPECT ON [ ] FOUNDATION 1 ST/ REBAR [ ] UGH 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: no l�i a �z RrXAVU 1. ovo te, DATE INSPECTOR FIELD INSPECTION REPORT7 DATE COMMENTS ( R Nro ^ r� FOUNDATION (1ST) r v , 6�y ------------------------------------ FOUNDATION (2ND) z 0 d O y ROUGH FRAMING& PLUMBING S d' �r INSULATION PER N.Y. y STATE ENERGY CODE c . lv1 h QJ v - FINAL 0W— U LIP AD ITIONAL COMMENTS o 141 Z,� F bqq LYP _a _a +0 convq4 6 MK _ in No doar K- S•21 .2 Cer4 r@.c'a( ldrn I (�j H � Y x d ro H �o�°SufF000 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov 3•�yh Date Received APPLICATION FOR BUILDING PERMIT Plog"nv UMgJ C For Office Use Only At PERMIT N0. J Building Inspector: SZ�Z g z 13 0 l ` ii Applications and forms must be filled out in their entirety.Incomplete I Jn� ra�jj applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. . Date:10/27/25 OWNER(S)OF PROPERTY: Name:Georgia Constantine SCTM#1000-99-2-15 Project Address:1060 Inlet Drive, Mattituck Phone#:516-817-.6766 Email:gCMailbox2004ayahoo.corn Mailing Address:1050 Inlet Drive, Matittuck CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $20,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:single Family ResidentialFirt se of property:Single Family Residential Zone or use district in which premises is situated: ny covenants and restrictions with respect toR-40 Non-Conforming y? ❑Yes ®No IF YES,PROVIDE A COPY. R 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 authorized 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 Skate Penal Law. Application Submitted By(pr' me):�,-'' ^A L 2(.'�v f 2 '\�v� `� ®Authorized Agent ❑Owner Signature of Applicant: Date: 10 C2-7(V5 STATE OF NEW YORK) SS: COUNTY OF "-O\\ ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin contract) �d�, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 7 day of _0CV0er 20 ublic DARCEE AUFENANGER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE U NEW YORK Registration Pilo.01A1.0019644 (Where the applicant is not the owner) qualified in Suffolk County Commission Expires January 9, 2028 IGeorgia Constantine residing at 1050 Inlet Dr., Mattituck � NY 11952 do hereby authorize AMP Architecture to apply on my b alf to the,Tow• of Sou hold Building Department for approval as described herein. 10/24/25 Owner's Signature Date Georgia Constantine Print Owner's Name 2 r`�= >o •,s�/� �, .\u •� •4•, R• \� ••'>o. i 1;•, � i!•;•;Z s'••'.•:ti -•T\- Ifi 4b•i••+�•.•�iS ri.JJ r^ii..•W rf�r iO•p�1. 'W,'iS♦:?J,if ri••3 Ir4•.•O i/`r 0•.O.i�ri4,.�i,1rr e�W 1if 4•prJ,ir pti:•�fiS rf••..ri�f 4':;:•.,Shr 4'�'�'d,if�iy „r f,JriS O.,.�,i�i••:••J,.°r 0•.•„�i•r'•.•b�Pi•i�O:.II� ° , e,r ,Sf, , „S «,r ,, rr,r •, r„r „•, ,r,r rrrr ,,,, „rr rf r „rr rr,r.��,.�.1 LS..;.•. Sef„+ +f/V,� �0� +f�'i S� dlh« „Pi, ��4 'Illltll r /}}+1+1���11111♦ '. 1+♦'I11 r+lll +111� r{fllN �� I+fltlf+ +I+VIf'1 +11111+1 If�11'{ 1+llllr rrl /♦•111+1 ;11+11f+1 . �flflf� 1+1+111� 1+1111}+1/ 1+1111+1;,���/1+/1+1 `11+111+I�s :Q1'11t1,r dlii} .1 �n� tn�!! n�► !1{if! !'t!! r•P}►r t ftt t� ! rtf�r't t fin+ Ilfi!' tltt! '��tf� !►k�!� +lfp+ ftl! ' llEfr��� �!!y�! ltff! +lM�!� lt�l1! ttl�a� !t� > '� Electrical Inspection Certificate 1' 1 Electrical Inspection Service, Inc. = :r t. 0 ` Issue Date 375 Dunton Avenue 1 A I' ti t% II1 , 14� w 5/13/2026 East Patchogue, NY 11772 p 1 S' (631)286-6642 +♦+'l,i� Issued To: Georgia Constantine 2 1 2026 411 Street: 1050 Inlet Drive �A f } fi Jrl 1!j ,,lye Village: Mattituck Zip: 11952 Town: Southold (11� Section: 99 Block:2 Lot: Suffolk Lic#: .h. �. _�-�•' f, ,r. ol t ---e,ti Applicant: First Class Electric License Holder. N. Paul Kayel +�} Bldg Permit: 52563 Was examined and found to be in compliance with the Residential and Building Code of New York. y (Iti , ❑ Commercial d❑ Indoor ❑ New Bldg. ❑ 1st Floor ❑d Basement ❑ Pool d❑ Survey iSiso" d❑ Residential ❑ Outdoor ❑d Renovation ❑ 2nd Floor❑d Garage ❑ Hot Tub d❑ No Visual ❑ Addition ❑ Lower Level ❑ 3rd/Attic❑ Out Bldg. ❑ CSST Bond Defects,,! Devices \4'y Switches Receptacles Fixtures GFCI Fans Track Plug Mold Smoke CO Combo �y .......... ........ 3 2 3 6 --- --- --- --- --- Branch Circuits y,44� Furnace Gas Oil Range Oven Dishwash Microwave Laundry Dryer 14, _ ., ......... .. ... Hydro Tub CAC 1 CAC 2 Heaters Special 1 Special 2 Special 3 Special 4 yl,� rll� ram``__ _.. ................. ...... ...... , - ..... --- -- --- --- --- -- --- --- --- �l4 ....._.... .............. -__........ .....!.. ._.. ............................_..... ......... _........ .. ._..........._........-.. ........ ........ ............ _ h jly yi� Meter Amps Phases Photovoltaic System kW 11 till f Panes I nverters UG / OH Service Only Meter Main 1 ..........._ .. _ ...._.. �k r ..... ._ ... .... ...... ....... ...... ..... . ..._ .............. ..................... • El El El 2 �I••....�:� .. h kkkti 3 if a z �,\ 4 .._............................................................-......................! :..._......._......_...._._..----._.._.._................................ Locations Inspected .. ..................................... Survey As Built Basement/Garage with 1-Bathroom •+ V (JP, .,-- Other Equipment \\, '4i�.,.. --_...._............................ ...___............................ —_.—.__.....—..__ 1-100A Sub Panel-CB:3-15A SPA 7-20A SP 9 zvf h y,lt �I11 ... i=J•.J: ( ........................�-- ------- --�--- ...-------- �--..._._ ..._...- — ._..--------� 44s Comments Central Station\Smgke, Carbon Monoxide,&Heat Detectors {;I) 4. > ...... ...... .. ..........._....._............. _. .. .. ...... ...... ......... .-... ... ... ....... - Y•..;li\ Alt /1'� ti - _.�_ C - � ��•: `.' 1�,t�l/71A[.(/V lt/C.7Z(.,1,:).G^'lf �,1 ',\ France?&C�ichdrds Rough Inspection: Final Inspection: 511212026 1/,`✓. President _ Inspector: Inspector: Michael Arkinsonf flit This certificate must not be altered in any manner. 1iSe�!'1{11(� �IN,11� 1,11«N 4«I,� 'Mi H�N N,II+,, 1+{«Ill i�+{111,f a �{«hll 11111/1,1 �{I+IHI+I 1,1«{�f 11«t�V+t i 1�1«411,1 1;1«1,1,i o 1+{«1,1,1 /,,1,{«I,I�f�w 1«I+1,� ,1,1«111,i„•111«1,1+1!` ,11�1,1,1+i�z )If,1+1,/�,,�;�1,1„1,�:♦:y'ii(1;.,,.�,,�«O�eVp�1r0,d, «,er���` rt�;,+ « 1�« �,+.,e 4��,J «,�ro,� ,�Ooo,�,.�, «oe,0 �!««�„p «�,0 ,�;0�00 ««coy. .�oava 4�,�ee�.�o+doo .�aao��.�`.�a.S� .�oo�oSQ+.•�to�oo�.��oa�.�0�••',r:�s: +1'+ rI 1R�o.♦�.��r,,,.,�,.�rr�;,+<�...S�iS�' .,��.•��A�4�1.�rr,..y rr,yp.r..,•!i r„.!,y f•.,.,., J•�. ...S,S.,.,.• �••,.•,. ,p.,y rr..•. rr....,.f,..:e.:.4!A.Y•,�5;,,�.,.,:.�.,�,.,.,.��r,.,,�,y>4r�g,.d ..M.�•i.� �li'y.•d••�.>er..vti:�:fiy^•C::=:�• ar J.•.p 5 .`✓,zy. rf...;r�rr .•�, ♦v♦ ff w f,6,1 mA,`.P� 4 c � �er�.y e<�•J:Ora .�r,.r��_�•!^•,.•..er Z��`g��`�•,.pa�6�,f .+�`.���.� �,?VIs�:�=+.�Jr!� �f•.r 1 _ 2 Town Hall Annex Telephone(631)765 180 54375 Main Roads .ry P.O.Box 1179 Southold,NY 11971-0959 Q ?a�iZlT1 � ,�Lta1d BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /- l 2-71 Building Permit No. Owner: (6fq'i?& ((��-6�7 4R 1/l L-9- (Plea rint) r Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. 9944!�' _ - U(_ lumbers Signature) Sworn to before me this ��� day of 1"`��( , 20.E Notary Public, �` nS County NICOLAS KONTOGIANNIS NOTARY PUBLIC-STATE OF NEW YORK No.01K06441152 1 Qualified in Queens County My Commission Expires 09-19-2026 F o rF M ER L Y ✓ 2.. 'e. W'A R o 'try ti ^'��Ty._. __•� ........ $ 6 - 20' - 00 E 100.00'-'- . ...... WALL 020 seuTr/; �/ I �vYSlc�[ Bouvos / `�E✓oe o.45 Sour✓ I (I I I o 0 O rE O 4 le . I I 99 O /0O FrlEO M4P 1 O /O/ 1 LOT AREA=12,000 S01 FT. °� u 3 m OR 0.2755 ACRES' h I O I I _ Rcr r.I/N ING WA!! c ,"I 1eue, Slo rA- cr 2 - 17.38 y I � I k I CoN c.ccr ,� L I V i WALL o.6e Wo.PrH ,........-...._.. ................... ..:.......---.._..� 1. STORY FRq NfE l�pO� Itj � u 1 I e 7os 0A rol tj Y 0 2 0 ......_N _ /O.O�... ♦'8.73 So riT o E....... ......si.Bo........ — i v v OW o�e souTN co mac. wig t. L W. , W_ 1 D Ll -v Q V O •0 1 nO, 0 \\ I IL I V O V , W ^ Q a4/M v ] l0 to @ e a k � CD W �d �y N Z 0 1?/ALC I F✓No 00 1 11 W I 100.00 ......... /'foN✓H6YJ ..................N 6 - 20 - m ro U d d OW I OW ^> D 0 ! N> o6 0 ,�4 op 0 N W INLET cSar- coo wio,) DRIVE , u^�'��TRVEY IS CERTIFIED TO: _ 1.FIRST MANHATTAN ABSTRACT CORP. 2.NATIONS TITLE INSURANCE COMPANY 3.TYRONE CONSTANTINE 4.GEORGIA CONSTANTINE � t LOT 100 ON A CERTAIN MAP ENTITLED'CAPTAIN KIDD ESTATES"FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON JAN.1,1949 AS MAP No.1672. L �E of ew 11 , �✓ ey KaF t SURVF,Y OF PROPERTY SITUATED IN SURVEYED APRIL 27,1996 i 1 S . MATTITUCK SCALE 1"= 10'-0" TOWN OF SOUTHOLD WILLIAM F. FEHRINGER P.L.S.,P.C. COUNTY OF SUFFOLK DtANDSi No.4 CIRCLE DRIVE EAST BALDWIN,NY 11510 STATE OF NEW YORK (516)546-0277 FAX(516)623-1294 rr_yRAL REa REMENTs VL_or¢s eSAJ_n57eLLA�TQNSTMOAR'2G_ prw•a to:lo°ten. p M15 ,/,,. ` -'��!�: ► - �PRC,EGT/zZONIN6 DA`A�'_ ' "`'S'.` ' '"+• D MAP DATA: SEPTIC,PLAN NOTES s�m+seR w.Gov I. Arer hates lotion of tM IPA OW5 ae Itro I.beta IPA OATS[inks I oe t c tanks mcad to nartfocla'er'a ," ' r• MAP a:36103G045H Instil er/contrator sMl contact W arch Nct for a rota afro recomnmtlat ors rah c ceMormmg WN m stoMartl.At ®� EXIST.SEPTIC-STEMS, TEST HOLE DATA : Inaoectbn m per SLHD atadarW. M pllcme recommenoatbm provlmd NJ tM mmulacWrcr eholl be TAX MAP d 000-99:2-S MAP DATE:09/25/2009 O TD BE ABANDONED PER SLt}5 STANDARDS MLDONALD GEOSERVICE$ plementeo. I FLOOD ZONE:X P0B 1255 OL 2.ne hato'er met M d a unrest.Lktun Wma_kux prwaW N PROPOSED°LEAN-OUT(LDJ. ZONING DIS-RILT R-40 NG SOVTHOLD,NY II9ll Q Sl/o k Launty Lode LFopmr 563,M:ble VI!Scot.n1,•atnJ ].he VA OWS tore[I aepdc fink atoll be testa ea at Duel h 111 2.SITE PROTELTION/SILT=ENLIVG TO 9= O -SA M15T BE LINE TO W TN N O 0=AST I FOVND. Vr H:e SNlolk Lount De f Ldmr, d-,t-•w'N a medmnn tote.ivae In tlbectbn or°/one - -SAN TPAY LINE M TO LO SHAG_BS CAST IRLN (631)T65-36T 0 ovgn y po-Pnnt o ory - INSTALLm AS REOJIRED BY-sC TOWN Or L mn•n oM Lorwmur AIla n pursuant to SAlol<Lamy Loch quarter KN a a rote mini S-nth NId[bed al prepe,ly eve rA ores `�� n 'ELT�a� L07 COVERAGE a' -V.IF.LONDITION OF EXISTING, LGATLLT�Oµ MAY MGD6E066MAI_.LOM w j §56}lq.The Deportmant of Lmor Llcenmg,and Lons mer AIIOYs umpacted sores(Iroe tram rdcke)or J I .� - tom.` °��"b�' BE RE-IYoED IF IN FULL LOISOR�ANLE W--ION ILL! P.. IwrtpM o sL of Icened IPA OW5`•a+[emote P�wlden. 9rwc ) 1 n DOLN•ENT5 I ALL SLDHS RELM.IREMENiS J to 5.VA OWTS To+ke Md 1 be p-didd wN°"Id outet A ,) �� ® � rSWTf-FOLD TOE CODE; FEPI� c ,_a y �_." 5.S..R=ALE WATERS OR hETLAVDS ARE pRDPOSED IPA OWTS: F1.•33.T' (s-) S At /A OW[S mot be rogbtered wN�ro Deoabront h bV Wtor mx/momee m d'aVmaelon eaensy eWctro ma be a ' S . ®®.e. ---� LOCATED WIT-ITV 900'OF THE°RO�ERTY. OO wOP._CLEAN LEIB IPA CATS w/: a C N j e.A Artbb Iq of tse Surlo<ed>,ty Sohi;ay Loee requ red res a l ayatems.Ito nv tIp a Iemhlry etrvcwea unit»m �F • DESCRIPTION;FOOTPRINT) AREA %�T -`/EM TO ROOF AS R:L L d' C � : p o•to'!:e DepmatmenL gaMhg mrtlfbotbn of eam{i eted oltema:Ne deebn b opprwed by tM Depatmcn;. GOV=RAGE 4,ELEVATIONS REFERENCE VAVD I9HB -NJILLGN q DGREE I-ADAP'E4 W CO. :rvcton on' Wllt' _ p'a' 4.All ov:le:s tram fro»ptb tank moat W prw'ded with m IB' TOTAL LOT AREA 12.000.0 SF. 5.AM'V51BLE HELLS LOCATED WITH N ISD' PROP.FWILLEAN ALARWLONTRO_.ANF1 ON I✓<Yl H-FRAME O -p O 4.1 ax utee Opderatbn aM Mahtewxe Cattiest[beWeen ue �a�'T'w egvly°lent approved daltle extemlrg Into Ne 13 d \r _ ' ® OF v CT PROPERT'.'LINES ARE O +-+ _ Ma'rfermae Pr r W Prope r met be scbnNlcd[o tk pet.ta<I''Id OeodA.Gm dellectlm MI•Iea oc a `, n/13L Im ELELTRILAL LWE PROM DhF_L'N6 a IPA OW5 K y tD vcpartmem.wIa w cpprwal of Gn VA OWtS reybv°tlon bj�ro reco Mea! 11-11°t1m twlrn.Doc"elllwm.aop"'. � e � � EXISTING I STORY DY'ELLIVG 139a.0 S.F. Il.l% DEPICTED ON 5�PLA11 O 'L AM � p C N Z O i PROP.Fw1MAc AIR BLOWS.3'c we A1R u1E To ceparNronL-Ir auadarca WN Arable a of Pa Srieik Larty IPA ow-5(PER MAW.SPEL.$) a '� Y Sao testy Lotle. S.tic top et Po IPA OWTS tank or s.pt.task anall r1!be em»d EXISTING REAR DECK T16.9 S.F. 60% b.PROPOSED SEPTIC SYSTEM DESIGN INTENDS MODIFY EXIST,GRADE AS REO.v TD MAIx-AIN Sb MAD(. T U greater Pm 2E feet er'.Des Non one Ida[talon!teal Bode. TO AVOID THE REMOVAL OF ANY EXISTING O SLOB FOR 20'MIN)DOYwHILL OF LAUN6 POOL(5) C X H=+N 5.A.1'n_ntalbd I/A aWiS are r.qul.ed to Mve m hltdl}year '� �� REES.THE dLAGEMENT OF SYSTEM O O O .:armey-d operacloNmatlterlmce servbe cervm:.Af-sr the 6.Ae°minzrsm,a ea:glkg ma 1--11 Moe 20-'rah covered -!, i ®® L JS�® TOTAL' AREA OF ALL 5-RJGNRES 2'15.9 L.P.S F. ITb% u-,HpONE`RS MAY BE A7-L5TED PROVIDED -C O M apera� and ma aro as aerv.e td a[ a a„apanng,<gada lam dd war�e Wat�a w b:. LOGATI ON MAP - er�heq oreperty o.nnro are.xpected to momta'r m operaelm errs atoll to eltlnr 20-Trio d'imnter woterNy-rt as MA%IMJN LOT°OVERAGE ALLOV�D:2O% THAT ALL R INED.IN TALL R TO CONTACT TO C O O t!1 Aft MAINTAINED.INSTALLER TO CONTACT aw molree�te tonvme In mtadaroe ww Arableq er r>b . te-prmr Iockhg m,:Iron edMen a Bnrmopla,it mvan o< Q n.2 O +fo k Lounty Smltay Lode. rlrol grad[.A,I Cavan awll be Designees h mcadd w to section 5GALE:NTS ARLHIrNTA IF RELOCATION OR _ }III of Nb,toodard. REORIENTATION OF LOMPONLNTS RM b. m 1/w Ow[S regwres°vent fro rtt shall be ventee N w $JBDIVI$ON INFOATION REQUIRED. oar or tM resideroe bekg roved.Vert places Mal extew° T.Won sorolly marrow ao approved to to mtd lad h o 'LAPTAIN KIDO ESTATES" SM imrrl of b h dies dwxe the rml Ilro m°•Jc tip a•Gc vent erNeway er polo'g¢ea,Ne marM1ole still ks desic+co o°e 5✓ lAYOIfT NOWT-.5_ LOT IOO SILTY SA- eMll Mve a mW'.mlm Fdrizontai sepvaLbn of 12 IVFm to tM o-afllc tnarhg to roe[[M requhem.nts o1 AASHTO.2.or L THI5 1515 AN ARLHIT,75 SITE PLAN a 15 FILE NO.I672 °loped portion or the roel.In cmea nrore It b rot yactical W HS-20 Imdlog. SJ9J5CT TO VER'FILATION BY A LICENSED FILED:ANUARY I9,I94t n:M eyaNm to Hn rmlderoe rod,°vent.pipe row m piped to se e.q of thn resideroe mitl temuwtc a nh'rvm of 18 Trains B.TYe rot et Invert elevmbn Ma11 be a mmkit,m of c.l•oat tdlow [REPREYOR.SENT D INFORMATION I °rode ad aL d. I feet!rein property IKs,arose vent tM M11et'.rver.elevcon. REPRESENTED ON THIS SITE PLAN IS TO THE _ ISO. - ppcs e1 be lamtcd a Mnnnm of 3lee[Vom oy nireew v ARCHITECTS BEST OF Kt{OWLEDISE. P Pd, y t met termlrole wIN a carWn Niter mute.All vent q.Sarp':rg nodal»atoll hove m Wlde tllaroter of 2 lee[a an ^ ! l 70 p pm met Moo°mhlmum Olmnter al 2 lathes. lnalac aeo o•2 loot by 2 lace. 2.SURVEY INFORMATIONe WAS OBTAINED T l.:mto lotto ad vac Oil eM VA 01N15 m,st ca•/orm to Uw 10.There Dhoti be°mdxlnaml.otention do N bebw an o4'ct Mert FROM A 5URVEY DATED OGTOBER IT,2025, rl U Demcperancntb apprwcdgu pace b olevm p MOST RECENTLY REVISED OLTOBER 20. BROhNI SILT A OWTS laze atcmen:vc tin d sIx'rchda. 2025.a PREPARED BY: aoroe wrhA Pe,tdn4ada to'Apprwct ow Marogement of Imovat-and Item°[ Omlte Waatewoter Treatmerb Ssltema' At serer op.perovmbns h tM saepllry_.still be 'watertmM1:. YO.%5 ASSOCIATES 1 MIN1Mry nE5 GN REW REMENS: 400 OSTRANDER AVENUE T ELELIRS4__•EOULRRDHE S_ RIVERHEAD.NY 1901 IH.o' - I.VA OW5 a ecpmbc twks SMII be mnsvvcma a•vecast TCLEPHDNE:(651)TZi-23G3 \ rawo s.l".",ro,po yo-opyQcro.Pcrroolmtlm,a LONTROL PANF_5: ADMIVOYOUNGEN6IVEERIV6LOM odor m`eate�bls h m wiN Depan re atawads and I.he ccn pore bon ram:be placed outside an o aultoble IONYLRR Appewlx"15-A.Ttn use of etee tmka b aoFlbited. peoesNl ro Pe etn'cWre Nat It x ..Altema[Ne bb p VACANT LOT 2.Won a.IPA OWi5 re tank for Vearront tb box my to manteo m an ovt,ide wall of Ne sVvc4re(pre'.-le PUBLIC L'N6 w/ gvkm°aeo;. pre °u I y roem,ow rot°cNrg space).athcr Idcatbns•a mm�dng \ PUBLIC,WATER L_ °°p°'°4< ° 'g°°"mm°m° °°n5'o °� a,bdredbyN.Depa mar[°^° EXCAVATION INSPECTION REQUIRED J) ob 5-IOa o•ws eta dad. m -Uy-tine trot aM.0 IPA IBcl ow's'an IA OM1°9 ps1�o�1"be m�•cG"I gacwrdau`r°ic WILY o cl`an Cent�IeG an t d o.did°> flw parol mM 11111de o phoro'number /.. � D/SHw,B""T I \ FOR SANITARY SYSTEM CLA* s-SOT and S-h0 or Nle eta d. to contest:'r...r alarm. I ND NPON SGTIH \ � W `QQQ992'91 BY HEALTH DEPARTMENT (�4.Mell I/A OMT[S Veaarent taws I wptkote"^+�Mall S.Extdr'or per.pbcerort erotica tie system be wrv'tee o< hove 2D-Kra covered Cue»epenvge to orode d over tM any taro.elbrMt'ro!.rote to mrssa W Hit-`Odf t Wild -506'20'00'E EL.=514T' .Gwen atoll be elPer 2D-mu:alameta watertight 4,tie perol box m✓.t be WNIn view of tM eyaten lomt'or's rolp - - - - - - -00-Do. antl 1�ctyrotof locking cast Iron cove•.or Pdrmaoloat'c[were fmllltote epe•otbn ae molnlcnance. a:I'na egrade.All rovers aM cM1wn!L=d eMll bo dcelyd.h accv rJo»ctbn 5-III el fhb etontlatl. g.TFc carrrosQpwe sro I be placee°t o camlortoble he fgnt to 2B0 _ ~retie eeral Emergnrey Mwgero Aoercy EXIST.HED6E5 1..-1Qo,A°�5a °°pf°e*"appw°°am'ro-a'°°b° MI Design Professional's Certification Required. I eoParkrg urea the mot sMll be deslgrod are/a _ \ n IbtaM HS-20 a H-2D loamy m ealynteo al b.ho porol eYal nett Mtlmal EIecV.al MmulacWen j AASFTO.•O Aaaeclmbn NCN bx apeclllcatbn. b.Ovdme g�wen atoll rot be peml;ted nroo m'/A OWiSb Imbw btP'ml taml:.,.e � Submit P.E.oKR.A.Certification For SILTY SAIID riu:ea m roaro d sewage deposal. mMrt. e�weoprlate Dees`a to prevent gmm ara mo'stue Ory T.Wote"so/tcrors Mall not decMrge Inca m'/A OWTS ab the Iron re a zero dipmela,rotbnboma. - EX1s-.LONG. l The Installation and Construc on`of the Sewage Disposal System vep`nrtmen:recommends rooter soltener back.°mo be conroctcd to B,Eoch stem awl!m equipped wIN°11mctbNng wdmky synmm \ BLOCK HALL$ PA-SRO- 1 1te dry:aell acceptable td Town a Village mlbly Mbh will octNab aud'°1d ones vMwal alarm,Nat tin be•.adlly \ //�� Use Form WM-073 FI Cepertmems. »en ab Yeaa by Vn occupants of tM Wildlno xrved.Tro - \ EXIST.FIRE PITS( \ �O - Depatmcnt recormnnns°mleroby device ties romped to 0./A OWTS[rote a sepcb tasks Moll be nairJtft aid prewlde Ymmed'ate ono[°alarm r:etllicatbn to fro OIM prwlticr EL.= vucmd d eouM end Mob1e rmbrlab Pet ore rot sub'eet m eretl by ire OIM ogroeront EXIST.DILAPIDATED exma,Ne tama,Ianademy. I GONG.BLOCK WALL oy Abandonment of the existing s nitary system must be in q�As11:or:ks met be wotertl wo metroda of en ka ae 9.c5yao ens wnicH ore Woe deslyed m Ilan by g•wlty ae (NJ T RETAINING FILL) I got T rl�to re tided to be egrpped WN a cmtrol pa.t ri to neon of wetertloM Mall be either vawm a,ting a water prmslne testhg comect'ro a pormble gcrorardr m ep.rdm Pe aussn mePdoa m folbws. power outage. I ;p v WATER IN D Va w.s tl g 5..an empty ta�<a.ma-. a_� dr .. - conformance with the Department's requirements. PF lE SAND f41 IroM1ee(IOOmN W mercury.The tank Is approved 11 g0%ol I.he elacV"ca�ratbn box aerv'ng ere pump motor ao rloats _ \ n ALE BROWN au bheb �nm1m ea. _tbe_:'Ttad11-.d-dd /AOWT5»H tMroer. i Submit completed form M-080 as proof II.•d-sr trot -Seal t�It11 temk with.aa<r to outlet Mere eli v ,lei ataltl Ix Wins Rellli tM tare m fro outlet Mert 2.Ara,obwen[road rotsee or Pro IPA OW5 uNt met be p Deed ` a•m^'!e 24Hnr perbtl b complete.Let Pc rote sane!a m °^qPm(cN,p rot.a Iaxrglms)ae Moe d smMv°or MrJII adelt'.arol 10-neur.perlod.The fink b oPo d!It Hofer level Is ezl / i,� tilt adIO�r perlod�hbtea pre e�hg Is S.AN pumps m eta rrvs[be aceeasbie oM servbeoble aS0 r ' tomtit done Ite fie•'Ktailm' Iron uu»eooenlry,.P LPaMSNTS:,GROMmWATER i 12.Septb to mm,fatWrer,Mall prwidc a It-a.rortiammNe 4.The Idd.andl be mtacMd to a BCMmb a0 PVL Ilam Pe. I a SEE ATTACHMENTS BNL _ °cromknnt lou[bn of each access opdrl-y m wain Nat em be Droll,I—.Iw aervlm or ad)vaNent.Tro floats BELOW GRADE dw�'envow Into trot wy be fatal'. Mall rot a atta�rod m tM Ixce ma1n. 1 E%UST. � j K M '1 g,he Depaaert sbh ebeerve H:e pMrp wsmn mcram xwgh PECK o aperotlw cyc e. DECK I.Nonu,.rem welnblcated»p[b[owes atoll cdn•erm m fM °�nO / ` u (IA�rMroIAtOlo)r s d mhg and al . g y . SLNA INLET DRIVE NCLLamm Ndtlorol 5tmda fo,1-1b'1 — Septic dvl•y Pe pump tee:onocedre. I FIELD a PUMP 5TATION I R Tanks'AN5'ZIWO-2c01 and ag cppllcme rovbbn/upooNs. / UST.LONG.WALK \ � ) 2.Non-eororete facto Mall be Imtt oo ryry semb e.'r mfem,tMIetl Jn lblNdbVla.tbn talllty ty a mrtlfbtl reocaenn[Ne of h -94 A/c tank nanl°c4rer, ( i R° I \1 Y \ WE1 FIELD NOT_ O 9.Eden tone eMll tb bentllb0 Pa mar✓ecturer wIN Ne / E%'ST. mawfaxer none or logo,capacity aM rsmber o`openings.aw DYL EXIST.I-STORY ND.FF.. J does moNmwred,permorontly matdd m tro hbt ew d[b tonic DWE:LLIN6 w/ \ J Dh=1 IN6 w/BASEMENT z ¢ I VERIFY LOCATION OF rEL_5 UPON PUBLIC rlr+rER i a >( NEI&HBORING WELL FI=LD a ENSURE SANITARY ) ) PROJECT: GARAGE W SLAB Oh GRADE a.A 'lls lloPo�rooP.,sR-'sos�(w ll)re awl rcals:m applbe �\ (4 BEDROOMS) O \ SYSTEM MAINTAINS MINIMUM CONTACT S FROM s.Precast cmcrcm coven are rlwro ec rot mrmltma en \ U I ALL WELLS,IS DEPICTED;LONTALT SANITARY CO NSTANTI N E SYSTEM DESIGNER IF nOJND OT-ICRV115E. I Q ror-cmcrete trot,Inie»oNcrWae°°o•oved by P°nrn/mtuer. I EXIST.LDCK HALE O F.=.EL.e4222' N 1 Q LONG.B_OGK WALL I GAR.SLAB EL:40bB' SEPTIC b.Wnrov�prmtba1,n tdmfetc VA OWTs a lope.tanks.Hon i in w I� PRpri LP. I I ( 0 a q wiN1n grocnd.rarcr.For lnni'a:bn toot ac places \ �1 EXIST.CHAIN A('KLL5) Qv W Nm gocrGater patleuior cat met be mknn d"mq Ilatbn, -0P OF WAL_ \ bedding, r:d backilllhg m prevent intone m mr<waTiz,aw all 31 LINK PENCE \ I'e OF IS I°Jr E tone,hwla ties sow by tM mawacw.:vo�emy m,.n6lad.n, EL.=sass' o L1- 1050 INLET DRIVE a elm,tin tact b delNerea m 7n ara h see: 11 all WT.OF WALL W I jAh;s andh be sealed wIN watertight gmkeb.At[mks atoll be EL:3351' N W EX-.ST.BURIED OIL I U1 MATTITUCK,NY 11952 ap�d!or.ester tlghNma alter InamNatbn wlrq a metrod W I EXIST.GONG. < 2 __ TANK a ABOVE I I Ibd by Ne maMoctaer are aporwee b'J he DeparJrent. O WAL I N oJ nef,tbaMro(w IN lal wllMvt Mg or the addltbn d ballmt)will �C Lj 6ROm VENT° T' ieMrro .dd hwfro d» Aa II ') W attHlie' y Q DRAWING TITLE: ,SP I bo ae leme Is time,mare than Ne nelwt a•do wamr depbma, 5• / ppR ' S -- --------1 I _Exist, NOTES TFc bngmay caiculmlma eMll be done vslrg"Igneet MIN. N. EXIST.GONG.BLOCK expecNN oo ded g�ounewater elevatbn wG ero tank empty.5ol1 FUJICLEAN IPA OWTS -�,B'ex'2' MIN, - ' I 1 ) SITE INFORMATION f tin IJa)aM11 rot be co•.'dened Mtn E.P. / RETAINING WALL 1 eatermHing ore atn�ne or x reg ar 6aTmt. Tt re°Ire°. 1 L) I I I l SITE PLAN SUFFOLK GOL'NTY HEALTH DEPARTMENT APPROVAL x ASPHALT I; H.S. REFERENCE NO.: _- - 0 6 m7 I 11 I UMA50NRY I<g BORDER (PAGE: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 10'MIN O S P-101.00 z 5' .PROP.ILINE OF-15'SETBACK IN. BLP2 FROM I/A OWTS TES-HOLE I I I (MIN.DISTANCE TO HELLS) 4 EL.=333' g I ryN' PERMIT FOR APPROVAL OF CONSTRUCTION FOR A = EXIST,24'0 TREE 1 "_ I I 200' 05�, DATE:12/il/25 10F s (TRIPLC BIRCH) �-- - - I SINGLE FAMILY RESIDENCE ONLY O6°2O'°°°W EXIST.HEDGE�T- - - - - _ _ - ( �EL�35�9' IOODO' v IIITTT-1--- VVV/// 1 I TO�ol,�. WAAL42'51 TOWLEb2 ' aeD DATE 1/6/2025 H.S EF. NO. R-25-2071 - - - - - - - - - - -J - - - - - - - - - - - - - - - - , - - - E%ICEOWRESEAD EXIST.UTILITY°O_E -EXIST.AS°HALT CURB I / ��(2 {1 - ,pA APPROVED O ( r FOR MAXIMU 4 BEDROOMS I N L=T DRIVE O l 5 t0 20 30 40 50 'rFOFNETM E� EXPIRES THREE YEARS FROM DATE OF APPROVAL SITE PLAN DSCALE SCALE:I"a 10'-0" (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE MOTTO BE USED TO ESTABLISH I PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR NHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTIIUDON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)3 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York IIQOI 9oaR9ayodNas tel. 651.12"T2505 fax. 631.121.0144 admin®youn(-3engineering.r-om N 4" 0 �4o �� Howard W. Young, Land Surveyor Thomas G. Wolpert, Frofessional Engineer Douglas Adams, F l DanielAQWeovve, Land Serve or _i-" SITE DATA CMF AREA = 12,000 5Q. FT. *SUBDIVISION-"CAPTAIN KIDD ESTATES"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JAN.19,1949 AS FILE NO.1672. 1 I S I VERTICAL DATUM =NAVD(1988) I I I I I 1 I I I I 1 I I 1 Lot 99 I I Subdivision- I Q I I °Captain Kidd Estates° ith Public Water) (Dwelling w P 1 ' ZT CMF 8.94 120.00 29.23 Ng3°40'00"E _ 0.30 1 DILAPIDATED 29.98 29.12 3t.2a I CONC.BLOCK _ M6F 31.99 + 3198 3217 31.45 31.16 I WALL Lot 100 �---- DRAINAGE I P C MARK OU 1� Subdivision- U1 3 0 TH 3358 WALL 33.53 ��I / I� "Captain Kidd Estates" � -t.:1'I N C,% BLOCK 1 N13' L i I 33.72 N n C I O 34.85 1' � ZO 4.4 +34.46 34.18 C�C�� 47 0 n T n I r Q_ - --35_7_- - 251' U B24 m m v o N T 36.04 1 1 ' , c,a 5.2 �24"DIA. m p0 CN c 0 I y TRIPLE 36.54 42-21 TR 1� I Q 14.9'r �I Q '( ►' 36 O TARY 3 ;11 4228 .12 5A 388 y mFFL 7M N .4 E� COPIC.W A 36.07 FF 22 Ln�^ p �O 40.55 37.43 m y O 9 #-'--'- (� 0 m o �' Qz FIRE PIT p wM z 46: t 27 � & t. R %Ok4710 O K at.40BU 46-0 7/ 9.5 o 17 0' 7.3 o I Z G�L.6822.4' 40.72 / 6:57 4g 5 CMF -��- o. 41.63 41.31 ag 47.7 51.47 - i / ASPHALT -4 79 cow 47. MASONRY 7 HEDGE a2.37 CLF/WDF WDF/ N // BORDER a CLF 120.001 FS WIF SURVEYOR'S CERTIFICATIO o i o 4212 + 42.E 583 40 00 W o.7 w * sAA(a a 4293 41. 2 CLF CONC.BLOCK WALL 1 *WE HEREBY CERTIFY TO G E O R G 1 A CONS A NTI N E THAT TH 4269 1.1's CONC.BLOCK I is SURVEY WAS PREPARED IN ACCORDANCE WITH CODE OF PRACTICE FOR 02E WALL I s Lot 101 { LAND SURVEYS ADOPTED BY THE NEW YORK STA ASSOCIATION OF N Subdivision- PROFESSIONAL LAND SURVEYORS. IE Kidd Estates" I N DRIVE Captain K station) -� V G Well Field&Pump SUMMIT (SCWA Inlet Drive W ZI °, I HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 o DANIEL A.WEAVER,N.Y.S.L.5.NO.50771 TEST HOLE j_Ot 104 BY\ McDONALD SERVICES� Subdivision- DATE:09/19/2025 SURVEY FOR " EL=33.7 0.0' ILCaptain Kidd Estates station) ll Field&Pump MIXED SAND GEORGIA CONSTANTINE (SCWA Inlet Drive We d LOAM BROWN SILTY 7-0 LOT 100 "CAPTAIN KIM ESTATES" 1 SAN D M) at Mattituck, Town of Southold c�i I 13.0' Suffolk County, New York BROWN SILT N 00 00 (ML) N 1 18.0 6UIMING PERMIT SURVEY N I 0 6RAYISH z BROWN CLAY County Tax Map District 1000 Section 99 Block 2 Lot 5 28.0' FIELD SURVEY COMPLETED OCT.17,2025 a MAP PREPARED OCT.20,2025 PALE BROWN -P`� SILTY SAND Record of Revisions LEGEND �'soo'�--___ __- (SM' 320 REVISION DATE CLF =CHAIN LINK FENCE EA S T RO A D PALE BROWN CMF =CONCRETE MONUMENT FOUND FINE SAND (SP) CM5 =CONCRETE MONUMENT SET MGF =MAG NAIL FOUND 34.0' OL =ON PROPERTY LINE WIF =WIRE FENCE BROWN FINE WDF =WOOD FENCE SAND I m WSF =WOOD STAKE FOUND (sP) 30 0 15 30 60 90 o W55 =WOOD STAKE SET 43.0' 1 =END OF DIRECTION/DISTANCE Scale: 1" = 30' a JOB NO.2025-0165 DWG.2025_0165 by 1 OF 1 load 51TE PLAN HATCH KEY: rwk ® PROPOSED BUILDING ADDITION rN n PROPOSED ACCESSORY STRUCTURE a f Q PROPOSED 2ND STORY !. Lu La LU C6 CO Q ;-' CV � C Ln O Z w O >: O C CJ Z O O-00 .00 PROJECT LOCATION &SCOPE o O0 0 4- SITE PLAN & ZONING DATA o m � C N oCi C Q L O —OO2 •QQ GENERAL NOTES ENERGY TABLE n 1 STRUCTURAL DESIGN CHARTS O� °20�OO��E: IOO,O' O-OO�J.00 HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS -0 FASTENING SCHEDULE U FRAMING GRAPHICS W MM� BEAM CONNECTION PATTERNS 4 J W I FIREBLOCKING DETAILS i 55 ' REAR YARD A- 10 1 .00 PROPOSED FOUNDATION PLAN U SE:TE3AG< PROPOSED FIRST FLOOR PLAN L o I I o Q O O A-20 I .00 BUILDING SECTIONS Ask N N PLUMBING RISER DIAGRAMS Q m I T O �T 5C.,,0F : INTERIOR RENO\/ATION TO EXI STI NO 17)WELL I NO APPROVED AS NOTED I I ��O'JE�T �ATA : DATE� O �JB.P.#��5�3 F& 8`1_ BY: X �T, PRO)JEGT / ZONING DATA NOTIFY BUILDING DEPARTMENT AT EXIST. GONG. 631-765-1802 8AM TO 4PIM FOR THE ���� ���� I FOLLOWING INSPECTIONS:f=AT NA"'r 10, S I Y � TAX-MAP # 1000-aa.-2-15 FOUNDATION-TWO IREOUIRED SE:TBGK ZONING DISTRICT R-40 NO FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING LOT AREA 0.5 ACRES INSULATION GofO - PRIVATE ONE FAMILY Z3456; 05/14/Iabq FINAL-CONSTRUCTION MUST P�PELLING BE COMPLETE FOR C.O. COfO - ACCESSORY STORAGE Z5051; 12/07/Ia77 ELL--CTF.1CAL BUILDING INSPECTION REQUIRED ALL CONSTRUCTION SHALL MEET THE E ` / I S7. TO - REAR DECK ADDITION REQUIREMENYORK STATE. NOT RESPONSIBLE S OF THE CODES OF NEW FOR n I TO ,4N EXISTING ONE FAMILY 38352; ob/2o/2olb DESIGN OR CONSTRUCTION ERRORS p�I ,� I I/�' DP�IELL I NG SE:TE3AG�G I I STORY F RA I " I E� r� Y ELL I I ` O FLOOR AREAS PER SOUTHOLD TOWN GODS, SECTION 280-20'7: EXISTING EXISTING Fire separation COMPLY WITH ALL CODES OF CONDITIONED OR055 NEW YORK STATE&'TOWN CODES AREA AREA required as per AS REQUIRED AND CONDITIONS OF w _I 15^5EMEN7 AREA O S.F. O S.F. ~' NYS Code SOUTNO!D TON>rV ZBA LU FIRST FLOOR AREA 1,025 S.F. 1,415 S.F. SOUTHOLDTO0MPIANNINGBOARD 0 5 I �8 I AREA TOTALS 1,025 S.F. 1,415 S.F. SOUTHOLD TOAN TRusTEs - � DEC � PROPOSED PROPOSED N.Y.S.SO. DEC INPC - I CONDITIONED GROSS LU AREA AREA SCHD Q ® 5^5EMENT AREA SIQ S.F. O S.F. 55 I FRONT �*rAfpzr�) (3 FIRRST FLOOR AREA 1,205 S.F. 1,415 S.F. PROJECT: SE:TE3AGfG _ - O I AREA TOTALS 2,024 S.F. 1,413 S.F. PLUMBER CERT7FICA77ON ON LEAD CONTENT BEFORE I!n _ AS P'ER SOUTHOLD TOWN CODE, 5•F. OF BASEMENT DOES NOT GET INCLUDED CONSTANTI N E O ((� ly ((� m IN TOTAL OR055 FLOOR AREA CALCULATION CERTIFICATE 0. OCCUPANCY RESIDENCE O SOLDER USED JN WATER O z LOST GOVERAC�E SUPPLYSYSTEM CANNOT EXCEED 2110 OF 1% LEAD. ° 50LU7H0LD TOWN GODS 1050 INLET DRIVE m MATTITUCK, NY 11952 C� E:XI S7. DESCRIPTION (FOOTPRINT) AREA COVERAGE PLUMBING ..� ASFHALT r7)RI Y E.WAY 70TAL LOT AREA 12,000.0 S.F. ALL PLUMBING WASTE &WATER LINES NEED° 100.0� COVERINGW DRAWING TITLE: N OG 20 00 W E`.XISTINO I STORY DWELLING 1,5Cfa.0 S.F. TESTING BEFORE COVERING 11.790 PROJECT LOCATION &SCOPE INLETEXISTING REAR DECK 716.1 S.F. b.oso SITE PLAN & ZONING DATA • TOTAL AREA OF ALL STRUCTURES 2115.Q S.F. 17.690 Mechanical Ventilation MAXIMUM LOT COVERAGE ALLOWED: 2096 system shall be required per NYS Energy Code PAGE: ZONIING REGULATIONS MAIN BUILDING G-001m00SOU"ITHOLD TOW N GODS EXIST. COMPLIES DATE: 10/22/25 1 OF 6 MIM. FRONT YARD 55.0' 55.7' YES MIM. SIDE YARD 10.0' 10.1' YES SITE LAYOUT NOTES: Mlle. COMBINED I. THI5 15 AN ARCHITECT'S SITE PLAN 4 IS SIDE YARDS 25.0' 51.51 YES SUBJECT TO VERIFICATION BY A LICENSED 5URVEYOR. THE INFORMATION Mlle. REAR YARD 55.0' 5ci.5' YES ��� REPRESENTED ON THI5 51TE PLAN 15 TO THE C^ tiy�' �, %' t ARCHITECT'S BEST OF KNOWLEDGE, MAXIMUM HEIGHT 55.0' 17.0' YES 2. SURVEY INFORMATION WAS OBTAINED SOUTHOLD TOWN GORE 280-207 (A)(1) " FROM A SURVEY DATED 04/27/1aab -w AND PREPARED BY: LOT SIZE / AREA IN , , . . . 2,000.0 ALLOWABLE TOTAL EXCESS OF 10,000 S.F. 120000 SF S.F. GFA GFA WILLIAM F. FEHRINGER (b) LOTS CONTAINING UP TO 5,550 S.F. NO. 4 CIRCLE DRIVE EAST 20,000 S.F. MAX. OF N \�J BALDWIN, NY 11510 S I TE PLAN TELEPHONE: (51b)54b 0277 12 590 OFALLONABEXCESS LOTUS 2,100.0 S.F. 250.0 S.F. 2,350.0 S.F. 1,415 S.F. '� SCALE: 1" = 10'-0" L AREA OVER 10,000 S.F. i WOOD FRAMING MATERIAL STANDARDS NOTES $ SPEC I F I CATIONS CARPENTRY THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE A55 E /I AT I O'�IC, I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 4 BETTER (Fb = 8"15) UNLESS OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY L./ I ` Y I I J IT 15 THE CONTRACTOR'S RESPON5151LITf TO KEEP THIS CONSTRUCTION DCCUMENT 5INDED OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN6 BY AN APPROVED BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR a 2. ALL LUMBER IN CRAWL SPACES TO BE 15 ABOVE SCRATCH GOAT. MAINTAIN GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE �BFE BASE FLOOD ELEVATION INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. 5HALL BE DEEMED To CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT GENERAL (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BLDG. BUILDING K KIPS (I000 L55) 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO COUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS LU APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" APPLICABLE AS A DERIVED WORK). BM BEAM MANU. SPEC.'S MANUFACTURER'S 5PEGIFIGATIONS 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. J 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. „ „ I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TEGO OR PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, Q ' CV STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQU�-' PREFABRICATED WOOD TRU55E5, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM MEGH. MECHANICAL �� 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PANELS, 5HALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 0 b7 3. ALL WORK SHALL CONFORM To NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS,AND WALLS. RULES SPECIFIED IN 1.1 THROUGH 1.5. B.O.W. BOTTOM OF WALL IN. MINIMUM V- 0 AND AUTHORITIES HAVING JURISDICTION. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. CEILING J0I5T NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 +-+ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPO14515ILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED LO N z 0 OF THE OWNER/BUILDER U.O.N. BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION A6ENGY COL. FCOLUMN NYC, BG NEW PORK CITY BUILDING CODE i WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS �• ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING a ,� AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE GONT. CONTINUOUS O.G. ON CENTER T U r- SHALL BE CLARIFIED WITH THE ARCHITEGT/ENOINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR X 0 CV WITH THE WORK, INSIGNIA OF THE GRADING ACENGY WHICH COMPLIES WITH THE DEL. DOUBLE OGG. OCCUPANCY 0 0 0 4 CD REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. J✓ q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE �, 0 m J j 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG N cu UNLESS APPROVED BY THE ARGHITEGT/ENSINEER. F.T. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET C 0 � 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE THE PROVISIONS OF ANSI/ALTG A I qO.1 STRUCTURAL GLUED LAMINATED DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q '- d 1.B CONTRACTOR R VERIFY DIMENSIONS of FOUNDATION WITH FLOOR PLANS ON PAGE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND TIMBERS. BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NG PREFABRICATED D.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM V5055 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. EACH PL. PLATE ^ ` APPLICABLE. STANDARD SPEGIFIGATION FOR ESTABLISHING G AND MONITORIN W q. DO NOT SCALE DRAWIN55, WRITTEN DIMENSIONS TAKE PRECEDENCE STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 ELEV. ELEVATION PLYWD. PLYWOOD II. SUB FLOORING, GENERALLY, OF P THICKNESS ANDAGE 6-003 AND GLLUU ED U.O.N.GDX GRADE. DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON P , REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EQUIP. EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY Oft COMPLETION AND U.L. APPROVAL EVALUATION REPORT. 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. 1.4. 5TRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES EXIST. EXISTING REQ'D REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR Ri RISER PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. A5TM V5456 STANDARD SPECIFICATION FOR EVALUATION OF , ` STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE F.A.I. FRESH AIR INTAKE !RM. ROOM v - 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS COVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS RESPONSIBLE FOR ME516N INTENT ONLY. 14. PROVIDE BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. EXCEED 8'-0" ANNDD A AT T EVERY 8'-0° FAR FLOOR AREA RATIO R.R. ROOF RAFTER (� 15. THE CONTRACTOR SHALL OBTAIN CERT'IFIGATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED F.A.V. -� FRESH AIR VENT STL. STEEL --� �'� W WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 0-004. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF -IFFINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, BROOM GLEAN. NECESSARY. OR THE MANUFACTURER'S CODE EVALUATION REPORT. FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED r l 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I'i. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS V LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MEET THE PROV151ONS OF A5TM C36 SPECIFICATION FOR 6YP5UM AND ORDINANCES. 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. WALLBOARD, A5TM 05-1 SPECIFICATION FOR GYPSUM LATH, OR ASTM C'iq FOUND. FOUNDATION THK. THICK GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB SPECIFICATION FOR GYPSUM 5HEATHING BOARD. /r 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" 5PAN. �FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME Tr TREAD v COMPLETION OF PROJECT. MEET THE PROV151ON5 OF ANSI/AHA AI35.4 BASIC, HARDBOARD OF ri AS PER PAGE 6-003. AN51/AHA AL35.6 HARDBOARD 51DIN6. W 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, FRPR. FIREPROOF TYP. TYPICAL Q ARCH ITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." 5PEGIFIE5 PRESSURE PRESERVATIVELY TREATED LUMBER IN 1.8 STRUCTURAL PANELS: AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FT6. FOOTING U.O.N. UNLE55 OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE of TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD MEET THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE GYP. BD. GYPSUM BOARD VERT. VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER INDUSTRIAL PLYWOOD, U.5. DEPARTMENT OF COMMERCE VOLUNTARY H.D. HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INGLUDIN6 THE L055 OR USE RE5UI.TIN6 THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS SCREWS,FLASHING, ANCHOR BOLTS ETC FOR LOCATIONS SUCH A5: LEDGER BD SILL PLATE DECK CONSTRUCTION, PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR . ., , WHOLE OR IN PART BY ANY NEOLIOENT ACT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HDR HEADER w/ WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC,. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EVALUATION REPORTS. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY HNGR HANGER WD. WOOD 21 BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A . LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRU5 JOIST 2.OE MICROLLAM LVL BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET HOR. HORIZONTAL ZR ZONING RESOLUTION B. OEOR61A PACIFIC 2.OE 6-P LAM LVL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES:A,, WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK, BLOCK-•WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I I ¢ OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR APPLICABLE GORE EVALUATION REPORTS. I I`l S U 1�l"'/�t T I O I V 4 ��N��S Ti��T I O N ��O U I i��M�N TS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22 I-JOIST FLOOR 5Y5TEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GODS, 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO ANSI A208.I AND ANY AUTHORIZATION OF THE ARCHITECT/ENGINEER. GODS EVALUATION REPORT. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE Iq EVALUATION REPORT. P PROPOSED DESIGN CODE PRESCRIPTIVE VALUE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL COM ONENT COMPLIES NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS VALUE CITATION (PER 2020 NOT GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER 5PAN. NOTCHES THE NYSEGGG) PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS THE THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLUL051C RAFTER DEPTH. WHERE: NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK CELLULOSIC FIBER INSULATING BOARD. MAX.U-VALUE = 0.32 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FENESTRATION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE = 0.50 GFM/SF YES IN DIAMETER To ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN AIR LEAKAGE = 0.50 GFM/5F PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. SPECIFICATIONS, UNLESS NOTED OTHERWISE. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIN. R-VALUE = 4q 22. PROVIDE FIREBLOGKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF (REQU REME 0O E NIN5SET B RDIN APPLICABLE GODS EVALUATION CEILING R-VALUE R-41 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED REPORTS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) UNAUTHORIZED USE UNDER FEDERAL LAW 13Y THE ARCHITECTURAL WORK5 OF THE HOLE SHALL NOT BE OL05ER THAN 5/8" TO THE EDGE OF THE STUD. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL FRAME WALL R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE MIN R-VALUE = Iq GENERAL WIND PROTECTION CONNECTION NOTES: GONTRAGTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 2.2•I. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 18.2.1 SQUARE AND FLOOR R-VALUE R-30 GATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE HEX BOLTS AND SCREWS (INCH SERIES). N CONSTRUCTION;5STD 10-qq AND 201,5 550 HIGH WIND EDITION WOOD FRAME CONSTRUCTION SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING COMPLIANCE STATEMENT: Z 2.2.2. LAG 5GREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH AN51/ w SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING TO THE BEST OF MY KNOWLEDGE,BELIEF, AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 5GHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED ASME 515.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 [RE]. FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEG.'s). HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENINO DEVICES NOT SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DEVON INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC, SHALL 26. COLUMN BEARING AS FOLLOWS: STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END 6RAIN, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. 3. METAL PLATES, CONNECTORS, SCREWS, BOL75 AND NAILS EXPOSED WALL w/ STEEL SHIMS 4 A MIN. 3/4' OF NON-SHRINK GROUT. TABLE R3OI.�DIRECTLY TO THE WEATHER OR SUBJEOT TO SALT CORROSION IN COASTAL 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND SECURE w/(2) I/2" m ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® MINIMUM A5TM A653, STRUCTURAL QUALITY CLIMATIC GEOGRAPHIC DESIGN CRITERIA w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. HALLS). FOR ANY GAGE ARE SPECIFIED, � GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16"4. WHERE WINDOWS AND DOORS INTERRUPT ANC WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). ADDITIONAL REQU REMENT5FAS SET FORTH ORTH N BTHE MANUFADTURER'SANY GROUND SNOW LOAD 25 LB5 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUD5, HEADER STUDS HOWEVER, WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE CODE EVALUATION REPORTS. ALLOWABLE PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ STRUCTURAL MEMBER DEFLECTION BA510 WIND SPEED 150 MPH STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND 5TAPLE5. EXPOSURE CATEGORY B RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2N4" LUMBER 15 w/6" RI5E 4 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS RAFTERS HAVING SLOPES GREATER THEN 5/12 CO NSTANTI N E LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" DI5T., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. 2.2.6. PNEUMATIC NAILS AND 5TAPLE5: PNEUMATIC, NAILS AND 5TAPLE5 W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS L/180 RESIDENCE RAFTERS. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS SEISMIC DESIGN CATEGORY B AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 6. UPLIFT CONNECTORS 5HALL BE PROVIDED AT EACH RAFTER BEARING. ELECTRICAL: MANUFACTURER'S CODE EVALUATION REPORTS. INTERIOR WALLS 4 PARTITIONS H/180 I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM WEATHERING SEVERE 1. FLOOR TO FLOOR HOLD-DOWNS TO BE: PROVIDED EVERY 48" AND EVERY TO 2011 NATIONAL ELECTRIC CODE, NFPA-10 AND 2020 NEW YORK STATE 2.2.1. 5GREW5: 5GREW5 SHALL COMPLY WITH AN51/ASME B 15.6.1 FLOORS 4 PLASTERED CEILINGS L/360 lb" WITHIN 4' OF EXTERIOR CORNERS. ENERGY CONSERVATION CONSTRUCTION CODE. WOOD5CREWS (INCH SERIES). FROST LINE DEPTH 3'-0 " 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON GLA55 WINDOWS AND DOORS ALL OTHER STRUCTURAL MEMBERS L/240 1050 INLET DRIVE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED TERMITE MODERATE TO HEAVY TO THE FOUNDATION WITH ANCHOR 501-TS HAVING A MIN. BOLT DIAMETER COMPLETION OF WORK. I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. MATTITUCK NY 11952 OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'12: 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER EXTERIOR WALLS IN/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - GENERALLY, VERIFY OR PROVIDE HARD WIRED CLEARANCES ARE PROVIDED. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA50NRY SMOKE DETECTORS w/ BATTERY BACK-UP IN: EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 D FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATE WITHIN 12„ OR CORNERS DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED A. EACH SLEEPING ROOM WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLAS5, EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES B. OUTSIDE OF EACH SEPARATE SLEEPING UNLESS OTHERWISE NOTED. CODES AND REFERENCE STANDARD: AREA IN THE IMMEDIATE VICINITY OF 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK THE BEDROOMS (GENERALLY THE HALLWAY) MANUFACTURER'S SPECIFICATIONS. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK C. EVERY LEVEL OF DWELLING 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE STATE ENERGY CONSERVATION CONSTRUCTION GORE. (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ENERGY CONSERVATION CONSTRUCTION CODE. STRUGTURAL DES I C N LOADS 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF INSULATION 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR CONSTRUCTION MANUAL BY THE AMERIGAN WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2EST 4 PAPER01e, WOOD FRAMEER ASSOCIATION I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ANY OTHER TYPE OF GLAS5 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. PAGE: FOR FIBERGLASS GATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. USE LIVE LOAD DEAD LOAD (AF4PA) AMERIGAN WOOD COUNCIL (AWG). FOIL TO BE PLACED TOWARD WARM SIDE. '1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. EXTERIOR BALCONIES 40 psf 15 psf PLUMBING CODE. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM 6' BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY G-002s00 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DECKS 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. FOUNDATION WATERPROOFING. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH OF THE PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN 5. ALL ELECTRICAL WORK SHALL CONFORM To 2011 NATIONAL ELECTRIC 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE A5 FOLLOWS: ANOHER HIINVON CONTRACTOR TO VER IFY OF THAT THEIT 15 THE CHARACTER ST RESPONSIBILITYOF WINDOW MATCH p DATE: 10 22 25 CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION - cl R-50 FOR FLAT CEILINGS THE ARAGTERISTICS OF THE THEAND CH R WINDOW SPECIFIED. THE UNINHABITABLE ATTICS WITHOUT STORAGE 10 psf 15 psf 2 OF 6 CONSTRUCTION GORE. - 5.25" -15 FO FOR VAULTED AND CATHEDRAL CEILINGS GHARAGTERI5TIG5 ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, (MAX CLEAR HOT < 42) p P - 3.5 R-13 FOR 2 x4 WALL CONSTRUCTION GYPSUM WALL BOARD " " ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS UNINHABITABLE A77I05 WITH STORAGE - 5.25 R-21 FOR 2'xb WALL CONSTRUCTION REQUIREMENTS. �� 20 psf 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT - 5.25" R-21 FOR FLOORS (MAX CLEAR HOT > 42 ) COMPOUND METHOD. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE HABITABLE ATTICS 4 30 p ATTICS SERVED BY FIXED STAIRS sf 15 psf !^!2. ALL GYPSUM BOARD SHALL BE I/2" ON ALES AND CEILING,UNLESS TEMPERED CLASS. OTHERWISE NOTED. WATER RE515TANT (W.R.) AT BATHROOMS AND WHERE 11. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf r �; .. .�. :;T , DEEMED APPLICABLE. r - 6LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM EI1416 AND ASTM E1886 AS MODIFIED BY 2020 NYS BG SLEEPING ROOMS 30 psf 15 psf S. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS p p e .°%rf• ,`. SECTION 501.2.1.2.1. 6ARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR t psf 15 psf IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING AN51/DASMA 115. STAIRS 40 p p t EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 12. AS AN ALTERNATIVE To NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH GUARDRAILS AND HANDRAILS 200 psf 15 psf A THICKNESS OF NOT LESS THAN J" AND A 5PAN OF NOT MORE THAN a' SHALL +' s V` YAI 4. FINISH JOINTS, J-5EAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE �j TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ROOF LOADING (LIVE = GROUND 5NOW LOAD) 25 psf 15 psf �a ��>, _.'.a..< PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS p '`�' P'',` PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 5. METAL CORNER BEAD To BE U5ED ON ALL OUTSIDE CORNERS AND AROUND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT ALL OPENIN65. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED *ALL STRUCTURAL DE510N CONSIDERATIONS ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD A5 PER FASTENING SCHEDULE ON PAGE 6-003. ON THE BUILDING. ASGE 1-I6 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) I HOLDOI�IN DETAILS TYi=I GAL_ NAIL I NO/STRAFE'I NO REOU I RE: �-IENTs FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER Uf=L- I FT, SHEAR, I$ LATERAL, WIND RES I STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REG2UIREMENT5, a ALL STRAPPING TO BE IYQ"x 20 GAUGE -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) Q 1­77- ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE 0 W USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J_7F � FASTENER SPEC. FASTENER co DESCRIPTION AND QUANTITY 5PAGING Q -' L0 HOEDOWN A HOEDOWN 'B' CONNECTION A _ NA LINO OR D 0 c � ROOF 4 GE I L I NG FRAMING 0 FOR NEW E EXIST. O FOUNDATIONS AT RAFTER TO RIDGE �� CONNECTION: 1.DIM's ARE ALL MIN.*'s BASED ON USE OF ONLY A Ibd 0 ENDWALL ENDWALL COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER N Z p (3) 2x FULL (3) 2x FULL "" �"" ° """ 2 2.WOOD 15 ASSUMED TO BE D,F,M2 d BTR. IN DRY USE HEIGHT STUD HEIGHT STUD CONNECTED STUD " FOR STRAP - 3 8 d* COMMON R.R. h SERVICE CONNEZ STUD 2" n GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOI5T co o � U N CONNECTED TO TRANSFER SHEAR NAILS ® EA. END OF STRAP. TRANSFER SHEAR 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL FOR HDQB FOR ROOF SLOPES UNDER 5:12 WITH �� •— — — • (EVIDENT DURING INITIAL INSTALLATIOW PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP 0 O 0 t � � � � �r HOLES,SET NEW MEMBER. HOEDOWN ANCHOR ® 2-Ibd COMMON m � C4 2-I66 COMMON ROOF SPANS OF 24' OR GREATER 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED 4-J NA LS ® 6" O.G. E LOCATIONS NOTED NAILS 0 6" O.G. d • • • '� O -J Lo ON PLANS 10" O.G. IF BLOCKED „„.r'� USE 4 5 d COMMON NAILS ® EA. • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP C O O O"D.G. IF BLOCKED CORNER POST r" END OF STRAP. �° 5.5EE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO Q CORNER POSTC.J./G ES TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE "SIMPSON" HDQB THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) HOLDOWN ANCHOR ® SPACING OF IV' O.G.; FOR 5PACING5 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE ON PLANS FACTOR OF 1.5. CR 4-I. RIM BOARD TO RAFTER (END-NAIL) 2-I6d n ,COMMON EACH END W CONNECTION BI B2 IL L— AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CONNECTION: FOR NEW P. GONG. FOUND.'s r"'r o ° ° FOR STRAP - 5 5 d* COMMON NAILS ® EA. E32 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT HOLDOWN CAST IN PLACE W/1/8 4> THREADED ROD r r"'� 0 L71 END OF STRAP. U• • FOR EXIST. P. GONG, OR NEWLY CURRIED FOUND.'s . ........ • • SEE WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE 7/8"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ` �10�"s GEOMETRY EXCEEDS THAT PERMITTED IN • W CONCRETE w/ "'SIMPSON" SET(HIGH STRENGTH EPDXY ----I MAX. NAILING GRID ABOVE UTILIZE • • 5TUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. - 1 ,W M ADHESIVE), t FOR TEMP.'s O°F-40°F USE "SIMPSON" AT I 51MPSON #H2A (OR EQUAL) RAFTER TIE "J -T I 1 1 (HIGH STRENGTH AGRYLIG ADHESIVE) I HEADER TO HEADER (FACE-NAIL) I6d COMMON lb" O.G. ALONe EDOE5 FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 5 5 d COMMON NAILS ���`" ""••. FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN U5£SAME ,".• TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w/7/5"O THREADED ROD CONNECTION y___ """"�� FOR G.J. TO R.R. - q 16 d COMMON NAILS REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, r l RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJolST, or BLOCKING (PAGE-NAIL) 2-I6d COMMON 42 PER FOOT V APPLICABLE) FOR EA. PLATE TO STUD ABOVE A OR BELOW HOEDOWN 'G' HOEDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - OT I6d COMMON NAILS FLOOR FRAMING • _ FOR NEW +E EXIST. Q FOUNDATIONS FOR NEWLY POURED CONNECTION GI 02 • JOIST TO SILL, TOP PLATE or ORDER (TOE-NAIL) 4-5d COMMON 11 FOUNDATION ® ONE STORY ONLY Qm r � IR PER JOIST (5) 2x FULL ENDWALL VJ HEIGHT STUD, CORNER STUD BRID61N6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q ONN TO TRANSFERSFER SHEAR BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQB • (3) 2x FULL TO STUD CONNECTION: G2 - ° BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD �A ,"-""' ��-" • TOP PLATE (TOE-NAIL) LOCATIONS NOTED NAILS ® b" O.G. A ° ON PLANS O.G. IF BLOCKED CORNER POST G I FOR STRAP - 5 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST NAILS ® EA. END OF STRAP N J0157 ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST 2-I6d G M N ° N FOR EA. PLATE TO STUD ABOVE A OR NAILS ® " C.C. ", ° BELOW - 2 16 d COMMON NAILS BAND JOIST TO J015T(END-NAIL) 5-Ibd COMMON PER JOIST `. " ------ "- JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATHING STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST DI4RJ CONNECTION DI D2 SOLID PERIMETER EDGE ZONE s ad COMMON 6" EDGE / 6" PIELD HOEDOWN INSTALLATION OPTION__FOR NEW P. GONG. FOUND.'s • EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. UP TO q" RAKE OVERHANG HOEDOWN CAST IN PLACE w/T/8"O THREADED ROD • FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s AT 57UD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING -I/5"41 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) CONNECTION: DZ CONCRETE w/ "SIMPSON' SET(HIGH STRENGTH EPDXY IFJ MIN. FRO h .._...... ..."...._. ADHESIVE), +€ FOR TEMP'.'s O°F-40°F USE "SIMPSON" AT M CORNER 1 GYPSUM WALLBOARD 5d COOLERS '7" EDGE / loll, FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR STRAP STRAP - 5 8 d* COMMON NAILS ® EA. SPECIFIED ON I '` , ' END OF AP (WRAP STRAP UNDER SILL PLJ WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID A CAST IN PLACE HOEDOWN o ° FOR EA. PLATE TO STUD ABOVE A OR BELOW - w/7/8"� THREADED RODa ° 2 16 d COMMON NAILS STRUCTURAL PANELS ad COMMON b" EDGE / 12"' FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO 6YP5UM WALLBOARD 5d COOLERS 7" EDGE / 10'" FIELD N FLOOR CONNECTION w/ # PT4 SIMPSON (OR -"--.._ STRAP w/(5) �- NA I L. I NC /STRAf=F NO WIN OW/DOOR HEADFR �� STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES � "....me OF NAILS® EA. END 2 EA.JOIST-(FOR EA.STRAP TO FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE ER NOTATION: SIMPSON 25A) 0 A - NUMBER OF 5d NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 18q);WHEN STRAPPING CONNECTION E STRUCTURAL PANELS: "'" " I" or LE55: 5d COMMON b" EDGE / 12"' FIELD REQUIRES OVER 14 NAILS, USE SIMPSON 0516 STRAPPING (OR EQUAL). -"•••""""�"" / ' B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOOR5) (2018 WFGM, TABLE 5.255, P. 2q GREATER THAN I": IOd COMMON b" EDGE 12"' FIELDl) - - ""'""" " • ." -" """ • G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.23G, P. 2q2; 41 ""�"•,,,,.... • ALTERNATE AS PER TABLE 3.23D,P. 2q3) I _ NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE, w A —D D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING 5TUD TO END OF HEADER ® EA. SIDE °(2018 WFGM, TABLE 3.7, P. 18q) AT 57UD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. -0 PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 O.G. AT THE PANEL EDGE TO OBTAIN HIGHER —G E (2-PLY) - NUMBER OF JACK STUDS dr EA. END OF 2-PLY HEADER(2018 WFGM, TABLE 3.22F,P. 255) °, ° ° -- SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E C3-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER STUD WFGM, TABLE 3s) a P. . SIDE a ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH.F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK 5TUD TO END OF SILLS) ® EA. SIDE r vd a ° 2 PROJECT: `-•r' ° e a - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.6, P. Iql) " .. ° ° ° ° * NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. FOR STRAP - 5 5 d COMMON NAILS ® EA, g """' - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 ON EACH FASTENING SCHEDULE B a° END OF STRAP (WRAP STRAP UNDER SILL PL.) CO NSTANTI N E SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "� "~"•• ° d ° (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) 9° FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. A 2 16 d COMMON NAILS RESIDENCE MAX NOTATION A B G D E E F SIGNAGE FOR TRUSS TYPE, PRE-ENGINEERED ROUOH OPENING (How How WOOD, AND/OR TIMBER CONSTRUCTION THE FOLLOWING SIONAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1050 INLET DRIVE 2'-0" .2 I I 2 I I 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, NY 11952 RESIDENTIAL 5TRU0 URE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC, BOX OR 4'-O" 5 1 2 5 1 1 5 GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE SFL_ I G I NO OF TOfi fL.AT BRACING/STRAPPING AUTHORITY HAVING JURI5DIGTION: DRAWING TITLE: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-0" 4 1 5 4 1 1 4 TOP PLATE FOR RAKES 12"OR HOLDOWN ANCHOR BOLT BLOCKING 2 LE55 PROVIDE � , 8-0 6 2 3 5 I I 5 SPLICE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKING 0 O O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "1" "11" "1I1" "IV" OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BAG - THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE 10'-O" 7 2 4 6 2 I 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF I2'_p 8 2 5 & 2 1 8 x N THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE' °` BUILDING MINIMUM SPLICE'=,4 THE NY5 BC. DIMENSION (FT) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) fT TYP. STRAP w/(5) PAGE: 6d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 3'-O° OF EA. STRAP 01 (O" DIAMETER /v 4. COMPONENTS THAT ARE OF TRUSS TYPE, ANG�#OR BOLT SFEG FIGATIONS I6'-o" 3'-O"/3'-q" 4_p�� ATTIC PRE-ENGINEERED WOOD, OR TIMBER G-003w00 : ""' CONSTRUCTION AS FOLLOWS: N' "F" = FLOOR FRAMING, INCLUDING 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" - 1 GIRDERS $ BEAMS TE3LOCKINO,2 BAYS iSPEGIFIGATION (2018 WFGM TABLES 3.2A A 3.2B, P. 15-1-I60) „ „ BACK® 4-0" o.c. - "R" = ROOF FRAMING CORNER sq, 24-0 4-o /5-0 24-0 6-o - "FR" = FLOOR $ ROOF FRAMING DATE: 10/22/25 OF 6 CONDITION FOR ALL STRUCTURES: 3 5/8"0 ANCHOR BOLTS ® 3Q" O.G. 25'-O" 5'-O"/6'-3" 28'-O" T-O" 52'-0" 32'-O" at-oil SECOND FLOOR Q 56'-0" -7'-O"/8'-q" 56'-O" q'-O" �u NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE (`;.. a • CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 'I �® h� , LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'—O" 8'-O"/10'-O" 40'-O" II'-O"• I. MIN. 7 SQEMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYSRE WASHERS AND END NUT SETUP; �rt w/ 5" UA END BACK® 4'-O O.G. " �d� `y P�,•�''^, '*� 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. A FILL 2.TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED 50'-o" lo'-O"/12'-6" 50'-0" 13'-0"CONDITION IN EXPOSURE B TYP. STRAP w/(5) STROKE_n TOP TWO GOURSE5 SOLID 8d NAILS EA. END ' S.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-0"/15'-01, 60'-o" I6'-O" OF EA. STRAP 4 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/6; it PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10'-O" 14'-O" '70'-O" Iq'-O" FIRST FLOOR - NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b" A 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): , FROM ENDS AND CORNERS (TWO ® CORNERS) q 80'-O" I6'-O" 80'-O" 22'-O"WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) Io'WALL- 1.25 IN I I'WALL- 1.575 BLOCKIN6 2 BAYS THIS COLUMN w/MULTIPLIER RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL - 1.5 FOR 10'-0"WALL BACK a 4-0' O.G. #18-1 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 1 _ _ MISCELLANEOUS FRAMING GRAPHICS CONT I NUOU5 BUILT-UP 5 I RDER5, 3 OR MORE 5UPPORT5 (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A F I RE BL.Or- K I NO FOR FL_ATORif N00D FRAM I NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REauIREMENTs: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 a CONNECTION a I/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES Q MAX. 52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. Lu NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROW5 IOd NAILS a 12"O.C. J CD THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T �,,� STUDS STUD B (5)ROWS 10d NAILS a 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. f^ THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q •t N SUBFLOOR (2)ROW5 1/2" m BOLTS a 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE p L0 SUBFLOOR J DEL.a ENDS Two-PIECE PLATE SERVE A5 FIRE5TOPPIN6. b� SOLE PLATE BUILT OF GIRDER P MAX.52" D (2)ROWS 1/2" m BOLTS o 16"O.G. NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE � ^ Q TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE — SOLE PLATE JOIST SERVES AS FIRESTOPPIN6. — �- (0 SIDE WITH lOd NAILS, TWO NEAR EAGH END OF "+� E (2)Rows I/2" a BOLTS• 24"O.C. EACH PIECE, OTHERS 5TAO&ERED WITH A DISTANCE Z 0 BETWEEN I/6 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 0 p (U Q F (2)ROWS 3-5/6"TRU55LOGK SCREWS m 12"O.C. a 1/4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. d •— LQ _Se SGREWED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH C-0 6 (2)ROW5 5-5/6"TRU55LOGK 5CREW5 a 16"O.G. SIDE w/ IOd NAILS, TWO NEAR EAGH END OF EAGH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE X N 921-) D ON(I)SIDE of MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN p Q p 4 i (2)ROWS 5-5/6"TRUSSLOCK SCREWS a 24"O.G. JOISTS SERVE A5 FIRE5TOPPIN6. m Q JOIST H SCREWED ON(U SIDE OF MEMBER f^ BETWEEN NAILS IN A HORIZONTAL LINE. � Q :�.� � THREE-PIECE -f. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND 4-1 N � C>3 MAXIMUM OFFSET (2)ROW5 5"TRUSSLOCK SCREWS a 12"O.G. BUILT UP 61RDER MAX.52" THREE-PIECE 61RVERS ARE TO BE NAILED w/ 20d JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER 2 INGHES OF WOOD BLOGKINe PLACED BETWEEN JOISTS Q MATCHED SIZE OF BLOCKING ^ NAILS ON EA. 50E w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. (2)Rows s^TRUSSLOGK SCREWS® Ib"O.C.Oc INCLUDING INTERMIDIATE JOINTS AND w/ THE 4 UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, 3 PARTITIONS 0 52" O.G. BLOGKIN6 cJND (2)ROW5 5"TRUSSLOGK SCREWS® 24"O.G. BETWEEN 1/6 OTHERS STAGGERED H/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES A5 FIRE-STOPPING. L SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE q. TWO-INCH WOOD BLOGKINe OR THE EQUIVALENT SHALL _ FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CEILING BRAG I NG 5TRIN6ER TO SERVE AS FIRESTOPPIN6. CANT(LEVERED FLOOR 1BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6" OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN V WHEN 10"OR LARGER p FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY i-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL , J OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF T ,SOLE! PLATE 2"x4" CONTINUOUS 6ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR SUBFLOOR .ASS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND LATERAL BRACE ® 6' O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n , G J� J� G PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS of THE INTERIOR FINISH. PLASTER GEILIN6 ON W NAIL_ NO FATTERNS FOR S I D� LOADED BEAMS 0e . FLUSH I BEAMS> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 1 , m 10J 8d -LOCATIONS REQUIRUN6 FIRESTOPPIN6- AS FIRE5TOPNONCOMBUSTIBLE INC. 'T K NAILS • FIRE- FIRE_ WOOD 10IRESTOPPIN6 FIRE5TOPPIN6 - STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS i III I JOIST * 5d COOLER NAILS o 10" O.G. NAILED' BOLTED'2"x4" BLOCK NAILED TO EA.BRACE VERTICAL 2 ROWS Ibd BROWS Ibd 2 ROWSXs" 2 ROW5Xs" 2 ROLTS COVERING 19 APPLIED BLOCKING p, FIRESTOPPING WHEN W/(4) IOd NAILS COMMON COMMON �LT9•2a" BOLTS BOLT3 • 12"O.G. • 12"O.G. O.G.5TA66ERE1F O 12"O.G. •b"O.G. • D 20 ga.STRAP or STU GYPSUM BOARD TWO ROWS 12"O.G. THREE ROW5 12"O.G. To UNDER5 JOISTS LOCATION i LOCATION 2 LOCATION 3 LOCATION 4 j ", DOUBLE PLATE * (10) 5d NAILS BEAM SELECTION w/ 5TD. NAILING ° ° ° ° ° 5d COOLER NAILS® 10"O.G. nn`l JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTES "7 4 8 ° ° ° ° ° ° ° ° s wc�A�'roNE W NONGOMBU5TIBL.E DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING Q OVER STUDS, UNLESS TOP PLATE 15 4" a EDGE/12"® FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES SOLE WOOD FIRESTOPPIN6 of GIRDER DESIGNED TO CARRY THE LOAD SCREWS#6 - 4"TYPE w OR 5 FIREsroPPING LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED Two ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER EVERY SOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER U5E WASHERS UNDER HEAD AND NUT. O o 0 0 0 0 0 0 0 0 O�IERLA I D ROOF 5.STA66£R EAGH ROW OF FASTENERS BY 12". O O O O 0 O O O O 2"SPACE NOTEA ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED � \ NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 III \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER \ Z b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED INN FOR 4"O.G.NAIL SPACING. LOCATION 1 \ \ STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS, \` 5TRAPPIN6 W/ T•2 ROWS of Ibd COMMON NAILS(12"O.GJ FOR DEPTHS 12"OR LESS FIREsroPPING LOCATION q \ \\ • EA.END a R.R. 6.5 ROWS OF Ibd COMMON NAILS(12"O.GJ FOR DEPTHS OF 14",Ib"! 1611• LOCATION 10 FULL WIDTH 2" BLOGKIN z O W CONSTRUCTION 1DE7A I L.S WIND LOAD i=A7H CONNECT ON DETAILS N TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE EXIST.OR NEW NEw R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 lod IN 11 NTINUOU5 LOWER TOE NAIL NOTED CONT. BLOGKIN6 TOP PLATE SPIKED TO R.R.'s ALIGN NEW a EX. R.R.AS SHOWN KING STUDS PLAN VIEW NOTE, SIMILAR® 'SHED' WOOD JO I S WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANGE HEADER Z GENERAL REG2UIR�=MENT5 FOR GENERAL REG2UIREMENT5 FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS —fl o WOOD GIRDER .JACK STUDS WOOD JOIST AIN MEMBER y1 W Q JOIST FRAMING OVER WOOD G I RDER JOIST FRAM I NC FLUSH WITH G I RDER/HEADER T`rF I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMS '-DIAM.X B APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. Xy THE LENGTH OF THE NAIL FROM THE MEMBER END, C 0 N STA N T I N E 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 A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. R TO AVOID INSTALLED IN EA. O,NO MORE THAN 2 TOE NAILS SHALL BE SIDE OF A RAFTER OR GEILIN6 J015T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM FLAT€ BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"x&" TOP PLATE. BATHTUB SUB FLOOR 1050 INLET DRIVE DOUBLE JOIST DOUBLE JC I S TOP PLATE MATTITUCK, NY 11952 OHIM. CHASE SECURING ® STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION (BIM. ® CHASE W B WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS WITH TILE FLOOR, w/5TUD5 TO ATTIC FLOOR a 5LK'C TO R/L SIDES w/5TRAPPIN6 TO R/L SIDES) O O UNDER K I TGHEN FLOORS AND RADIANT FLOORS W 1 TH MUD. PAGE: TOP PLATE ® o m Q WIND RES 1 STANT CONSTRUCT 1 ON CONNECTORS GHIM. CHASE WALL G-004m00 RIDGE-TO-RAFTERS 0520 © 21" APPLY TO EACH PAIR OF RAFTERS g Z ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 10/22/25 4 OF 6 ROOF R RAFTER-TO-PLATE H5 or H25 APPLY TO EACH RAFTER A in� J O REO'D BLOCKING a�' N PLATE-TO-WALL STUD C520 © 18" APPLY TO EACH WALL STUD TO ALIGN IN/STRAPPING ® EA. LEVEL ABOVE w z< X 2ND. FLOOR WALL-TO-I5T. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD ,, y THE FIRST FL. ® -Q .�� = 1e� e L ® HEADER-TO-JACK STUD 0520 © 12" FLOOFVGL6. O APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD q=' r;. •' SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH SIDEWALL END : it cry IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE SIDS VIEW FLAN \11EW (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I 1 NATURAL LIGHT $ VENTILATION ARTIFICIAL LIGHT NEW PARTIAL HE16HT (HABITABLE SPACE) HABITABLE BA5EMENT AREA: 822 50. FT. _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. REQUIRED LIGHT: 6 FOOT CANDLES / 50. FT. a. WHEN APPLICABLE) FLOOR AREA 822 S.F. (1) 6W LED BULB = 450 LUMENS Q EXISTING TO REMAIN 6 FT. CANDLES X 822 50. FT. = 4,g32 LUMENS NEW FOUNDATION WALL S.F. REO. S.F. PRO\/. 4A52 LUMENS /450 LUMENS = IOA& ILJ NEW WOOD FRAME (L.O. MINIMUM (II) 6W LED LI6HT5 REQUIRED J cu STL. WHEN APPLICABLE) // LIGHTING;MIN. 8% M OF FLOOR AREA 65.8 S.F. 56.? S.F. MIN. (2) 2"x4" STRUCTURAL MINIMUM (II) 6W LOW VOLTAGE LIGHT �, NEW I-HR FIRE RATED © POST FOR 4" WALLS VENTILATION;MIN. FIXTURES REQUIRED Q - N WOOD FRAME (L.G. STL. (MIN. (2) 2"xb" STRUCTURAL 32.q S.F. 43.6 S.F. 0 •� WHEN APPLICABLE) P05T FOR 6" WALLS), U.O.N. 49b OF FLOOR AREA O O NEW 2-HR FIRE RATED _CD WOOD FRAME (L.G. STL. NEW PLUMBING WALL * O O N Z O WHEN APPLICABLE) y 11 •cu x N O O O ' 0 r-- FLOOR PLAN NOTES N O O d O a DOOR NOTE: 4 O Oj I. INSTALL NEW INTERIOR DOC)RS WHEN GALLED OUT O NEW INTERIOR WALL CONSTRUCTION (TYP.): � ® ' ON PLANS BY 'JELD-WEN' (OR EQUAL). I. 2"x4" 5TUD5 ® 16" D.G. 1-4/DBL. TOP PLATE 6 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2. 1/2" GYPSUM BD. WALL FIN15H PROP SED ON PLANS BY 'THERMATRU' (OR EQUAL). 3. MIN. R-I5 BATT INSULATION AZE3A7HROOM n , 3.NOTE DOES NOT INDICATE (EACH NEW DOOR W PROPOSED;SEE DESI6NATION5 s DOOR SCHEDULE. NEW I-HR FIRE RE5157AN7 CEILING CONSTRUCTION ' 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR O • PROVIDE (2) LAYERS OF 5/8" "DENS6LA55" FIRE 1 WALLS, U.O.N. RATED SHEATHING BY 6EOR61A PACIFIC" (OR EQUAL) (V 5. INSTALL AS PER MANU SPEC.'s • JOIN PANELS A5 PER MANU. SPECS (ASTM E 136) O� , MODIFIED EXIST. 6.PROVIDE (2) 2"xID" HDR., U.O.N. ! UNFINISHED GARAGE SLAB -1. SEE PAGE 6-003 FOR ALL. OTHER FRAMING [RATING AS PER 2020 NYSBG TABLE '722.6.2(1)] 04 MECH. ROOM - 004 ABOVE ELEMENTS AROUND DOORS (T'f •P. FOR ALL) U.O.N. PROVIDE SHEATHING AROUND DROPPED BEAMS $ i HEADERS A5 REO'D O5TAIR d RAILING NOTE: PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY "5W 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" Rf d MIN. 10" (OR EQUAL) Tr - RISERS SHALL BE CLOSED 0 FASTEN AS PER MANU SPEC.'S 2. GREATEST RISER HE16HT IN A FLIGHT OF STAIRS SHALL 0 INSTALL ALL AS PER MANU 5PEG.'S q HGHT. I W NOT EXCEED THE SMALLEST BY MORE THAN UNFINISHED N 1 m NEW EXHAUST FAN SHALL BE INSTALLED WHERE Tj 3. HEADROOM IN STAIRWAY°') SHALL BE AT LEAST 6'-8". 0 • 4. STAIRS SHALL HAVE THE 1=OLLOWIN6 CLEAR WIDTHS: 8 VENTILATION IS NOT MET BY MEANS OF NATURAL 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 56" MIN. CIRCULATION THRDU6H WINDOWS OR DOORS T 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. OUTDOOR SPACES AS PER NYS MECH. GORE SECTION PROPOSED 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2"7" MIN. 403.3.2.3; INSTALL A5 PER MANU. SPECS RECREATIONAL r 1 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN OOM v c 1-HR. FIRE RATED -}j ONE SIDE OF EACH FL16HT OF STAIRS CONTAINING FOUR O INTERIOR WALL CONSTRUCTION: �+ Sa 822 5 F EXI5TIN6 COLUMN rn OR MORE RISERS, AND WFIERE SHOWN ON PLANS. CONSTRUCT PER UL DE516N NO. U501 IN CONFORMANCE W s X 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED 7'-2" GL6. UL 263 STANDARDS;PROVIDE (1) J" DENS OLA55 FIRE • WALKING SURFACES LOCATED MORE THAN 30" ABOVE HGHT. ' ^ FINISHED FLOOR OR GRADE, $ WHERE SHOWN ON PLANS. RATED SHEATHING ON BOTH SIDES OF WALL. WHEN WALL FINISHED (f, 7. 36" HIGH GUARDRAIL E SPINDLE SPACING NOT TO I ,CONTAINS CLUDE HEADER WALL FIRE-RATED E ABOVE OPENING, 4 .HALL POSTS n' ALLOW PASSAGE OF A 4" 0 SPHERE;36" HIGH `v HANDRAIL. = '7 8. GRIPPABLE RAIL AS PER CODE. Q q. RAILING TO BE WOOD. �' 6 Ilimm SOUND BARRIER WITHIN INTERIOR WALLS 8 FLOORS: _ SMOKE DETECTOR / GO DETECTOR NOTES: FILL INTERIOR WALL5 b FLOORS WITH INSULATION TO PROVIDE 2 OI. CONTRACTOR SHALL PROVIDE CODE COMPLIANT A SOUND TRANSMISSION CLA55 (5TG) FOR AIR-BORNE N015E OF 001 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NOT LE55 50 AS MEASURED IN ACCORDANCE WITH A5TM E q0. HARD WIRED TO EACH OTHER W BATTERY BACKUP. I 2.INTERCONNECTION BETWEEN NEW t EXISTING DEVICES HIGH EFFICIENCY LAMPS: V( _ SHALL NOT BE REQUIRED WIHERE EXI5TING ALARMS NOT LE55 THAN q0% OF THE PERMANENTLY INSTALLED LICHTIN6 ' - PROP. UTLITY ARE NOT INTERCONNECTED, AS PER NYS R314.4. FIXTURES SHALL CONTAIN ONLY H16H-EFFICACY LAMPS, AS PER BM/CO O CL 003 3. PROVIDE SMOKE/GD DETECTORS AS INDICATED, AND 2020 NYS EGG R404.1 m PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. HOT WATER PIPING IN5ULATION: HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS MECHANICAL 5Y5TEM PIPING AND HOT WATER PIPING SHALL BE $ OPENINGS TO BATHROOMS W SHOWER OR TUB. INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE 5. INSTALL ALL AS PER MANU. SPEG.'s FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING I6'-5" 2" 12'-6" D NEW PLUMBING FIXTURES: FLUIDS >ID5°F OR <55•F (R403.4) 2. PIPING J" AND LARGER IN NOMINAL DIAMETER p O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 5. PIPING SERVING MORE THAN (1) DWELLING UNIT SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE ➢ PLAN NOTE: <c 5. PIPIN6 FROM WATER HEATER TO A DISTRIBUTION MANIFOLD iu EXISTING GRADE 5LOPE5 SOUTH (HIGHEST) TO O6. PIPING LOCATED UNDER A FLOOR SLAB NORTH (LOWEST) 5 NEW FLOOR: 'i. BURIED PIPING MORE THAN 50% OF EXTERIOR FOUNDATION I. NEW FINISHED FLOOR PER H.O. SELECTION 8. SUPPLY d RETURN PIPING IN RECIRCULATION 5Y57EM5 WALLS ARE < 6'-0" IN HEIGHT OTHER THAN DEMAND RECIRCULATION SYSTEMS. PROP05ED BASEMENT PLAN 8 I l� S.E. GOND 1 T 1 ONED FLOOR AREA SCALE: 1/4" = 1'-0" A � cu <(-L > 0 z z ui 13'-*:2" 10'-Oy2" DOOR SCHEDULE g 0 U DOOR MATERIAL )�7 FIRE RATING � a TAG DESCRIPTION MANUFACTURER Q 45 MIN. RATED NOTE`-' / N o o X ax WIDTH HEIGHT � � Q SELF-CLOSING m` wLu cv 3 D IS�M � o ® UP PROPOSED STORAGE FIRST FLOOR - �� b FINISHED a �; PROJECT: 101 SINGLE 51�lING JELD-WEN OR Ea 2-6JL 6-8 =DIL] [� 8'o GL XIS, . - CONDITIONED HT, ATHROO EX T. D IN , 133 S.F. BASEMENT / - ROOM IT EN I CO NSTANTI N E F-o-ol -T SINGLE 51 JELD-WEN OR EQ 2'-6° 6'-8" i I [� 4 8„ 4, RESIDENCE 002 DOUBLE SWING JELD-WEN OR EQ 5'-O" 6'-8" 003 SINGLE 51 JELD-WEN OR EQ 2'-6" DWELLING-GARAGE SEPARATION: 1050 INLET DRIVE REF• PROVIDE �" THICK (MIN) GYPSUM /� 004 SINGLE ShfING JELD-WEN OR EQ 2'-O" 6'-8" . BOARD AT GARAGE WALLS AS MtiTTITUCK, NY 11952 2- 2 p` � PER NY5 R3D2.6 NO PROPOSED WORK 1= } m x DRAWING TITLE: / MDT-:D. GARAGE Io-t S.F. PROPOSED FOUNDATION PLAN Ao PROPOSED FIRST FLOOR PLAN EXI E I T. IN BE OOM R OM _ RIDGE HT. XI5 r z ' 8 GL EDR(�O `r 8OGHT.6 I rC0�1�'lec�-td HG D G 3'-3y2" � CL�R rC (A)rf'd • PAGE: H HT. to / A-101m00 DATE: 10/22/251 5 OF 6 D 2'-D" ' - O C PROPOSED FIRST FLOOR PLAN 1,205 S.F. 00IM7)ITIONED FLOOR AREA; 1,415 S.F. GROSS FLOOR AREA SCALE: 1/4" = 1'-0" I -- I BUILDING SECTION NOTES 0 TYPICAL CEILING CONSTRUCTION: Q • 1/2" CDX PLYWD SHEATHING (BLoGKING ® ALL PLYND SEAMS) • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER L 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) J co • MIN. R-49 SPRAY FOAM IN5ULATION T' THICK (R=7/INCH) (y) • PROVIDE 2" THG. SPRAY FOAM INSULATION ® EAVES cl� O W ONEW INTERIOR WALL 0ON5TR.UGTION (TYP.): I. 2"x4" STUDS ® 16" O.G. w/DBL.. TOP PLATE O w .-- 0 2. 1/2" GYPSUM BD. WALL FIN15H 4-' (D 5. MIN. R-15 BATT INSULATION O O N z O O DWELLING-GARAGE SEPARATION: X CV r— r-- PROVIDE �" THICK (MIN) GYPSUM BOARD AT 1 O 0 O {- 6 GARAGE WALLS A5 PER NYS R502.6 c 0 m �� NO0 CDC Q a O as �o ao 0 0 � aD 0 MODIFIED PROF. EXIST. BEDROOM EXIST. BEDROOM GARAGE 5TORASE 0 o r U PROP. 2 RECREATIONAL a ROOM Q •rr^^ Vn,J W SECTION I - I/A-5O 1 SECTION - -N 2 2/� COI SCALE: I/4" = I'-O" SCALE: 1/4" = 1'-0" 4" FRE5H AIR VENT 1 THROUGH ROOF I I I I w 0 5111 2 I PROVIDE "ABESGO FF200 FR O I EXPANDIN5 FOAM" (OR EQUAL) 0 U 1 AT ALL PENETRATIONS IN FIRE 1 RATED WALL5 AND Q 1 V FLOOR5/CEILIN65. PRODUCT CONFORMS TO ASTM E &14, Q ALLLUMBING WORK ASTM E 84, AND UL 14"7q SHALL CONFORM TO I LOCAL PLUMBING GORE Lu I Q I p I PROJECT: NOTEALL CO NSTANTI N E ALL PLUMBING WORic ESEND SHALL CONFORM TO — HOT "'AR RESIDENCE pi LOCAL PLUMBING GODS SUPPLY O 51 GLEAN OUT p ••_••_•• GOLD WATER A5 REQ D SUPPLY IL EXIST. F.A.I. TO ~ REMAIN EXPAND N6ABESCFOAMO FP:(OR EQUFR AL) 1050 INLET DRIVE AT ALL PENETRATIONS IN FIRE MATTITUCK, NY 11952 RATED WALLS AND FLOORS/CEILINGS. PRODUCT G.O. G.O. CONFORMS TO A57M E 814, r------7-----------------------------� A57M E 54, AND UL 14-01 DRAWING TITLE: BASEMENTI GO _.._.._.. _.._.._.. _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._----- .._.._., _ �1 10 1 i I CONNECT TO i BUILDING SECTIONS BATHROOM —— 1 4" - 1 4" HOUSE I MAIN DRAIN G.O. N1 ` I I EXIST. WATER i PLUMBING RISER DIAGRAMS 1 2" I 1 1,"N 1 SUPPLY SYSTEM r I I i j I I TO STREET 2"1 1 „1 1 211 I I I I rHATER MAIN 1 I 2 I I 4 TO 5EPTIG I 1 BASEMENT + I I I SYSTEM z 1 l i I �.._.._.._..� N I 2" I I c54 �1 •:c BATHROOM m 4 i I" PAGE: AlL I- 1 TUB 1 TUB m A-201m00 S.P. DATE: 10/22/25 6 OF 6 FLUM51 NO RISER - DRAIN / NASTE / VENT FLUME I NO RISER - SUFFL)' SCALE: NTS SCALE: NTS 1 01 ti 1 O p Qom; I 13P 5 a 5 (03 — Roo,d . ` L i U l` t SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION ® PROPOSED ACCESSORY STRUCTURE N f E a i. Q PROPOSED 2ND STORY W W J (o cM N Lo O cy) Z) . 0 c u z O-QQ ,pQ PROJECT LOCATION &SCOPE c o SITE PLAN & ZONING DATA c N Lo Q o. 0 GENERAL NOTES ENERGY TABLE #W=1 EOLpReFoS Qra-D2-la i S rER STRUCTURAL DESIGN CHARTS rLANp }RU PONScrM ^J ,QQ HOLDOWN, ANCHOR BOLT, 5060D2010011E EL.=51.4'I' —oo.o_ _ STRAPPING, & NAILING DETAILS E .=2 .23' x—x—X—x—x—x= — — FASTENING SCHEDULE EXIST. HEDGES • FRAMING GRAPHICS ^^,, owl MM BEAM CONNECTION PATTERNS W W _°o FIREBLOCKING DETAILS • - - \ EXIST. GONG. < PROPOSED FOUNDATION PLAN Jc \ BLOCK WALLS EXISTING FIRST FLOOR PLAN \ EXIST. FIRE PIT > � ^ EXI5'T. DILAPIDATED EL.=40.55'\ V, eoT �—�Q � ,QQ BUILDING SECTIONS (U GONC:. BLOCK WALL \ ro PLUMBING RISER DIAGRAMS CL (NOT:RETAINING FILL) 1 ,� II O T 5�O F E : o1& INTERIOR RENO\/ATI ON TO EXI STI NO DWELL I NO; ACCESSORY F_ 35 REAR YARD SETBACK AFAF TMENT A 17H I N EX I ST I NO E3ASEMEN7 ` I ` FRO.JEC,T DATA : N 1� a PROJECT / ZONINO DATA < EXIST. v w DECK TAX MAP # 1000-aa.-2-IS q w ZONING DISTRICT R-40 NG 5CWA INLET DRIVE WELL EXIST. GONG. WALK i 1 FIELD 4 PUMP STATION LOT AREA 0.5 ACRES EL.=2a.a8' 31.4 x GofO - PRIVATE ONE FAMILY A/G Z3486; 05/14/Ia6a i — � x DWELLING EXIST. Cof0 - AGGE550RY STORAGE Z8051; 12/07/la"1'1 DWELLING w/ D.N. / _ EXIST. I-STORY ND. FR. V 1x BUILDING DWELLING w/ BASEMENT 6 Cof0 - REAR DECK ADDITION PUBLIC WATER _ / = CARAS- w/ SLAB ON GRADE x TO AN EXISTING ONE FAMILY 38352; 06/20/2016 �� z DWELLING (4 BEDROOMS) Q CofO - INTERIOR ALTERATION EXIST. L 1NDGAPE F.F. EL.=42.22' ; x GONG. B q5OK WALL !a CHAR. SLAB EL.=40.65' EXIST. BURIED OIL N W TANK $ ABOVE X 2' W� GROUND VENT GAP a.a' I EXIST. CHAIN 5GHD APPROVAL R-25-20-71; 4 BEDROOMS W TOPI OF WALL GG�YY� LINK FENCE g EL.=34.53' o V r-__ _ _, r-_ FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 280-20'7: o 50T. OF WALL \ F:WI I EXISTING EXISTING c) _ CONDITIONED GRO55 W EXIST. GONG. WALK 5' FRONT YARD 5 T5AC< 1 1 I AREA AREA - - BASEMENT AREA 822 S.F. 1,102 S.F. -- --- -------J I 1 I I LLI x FIRST FLOOR AREA 1,202 S.F. 1,415 S.F./ EXIST. o 1 LJ GONG WA I I EXIST. GONG. BLOCK AREA TOTALS 2,024 S.F. 2515 S.F. / I I RETAINING WALL PROJECT: PROPOSED PROPOSED rn s Xla a Xla m I I I X LPARK. t o CONDITIONED OR055 #1 JI PARK. #2__Jl x= AREA AREA w CONSTANTI N E BASEMENT AREA 522 S.F. 1,102 S.F. I EL.=55.0,' � RESIDENCE Irn"� EXIST. I 1 x FIRST FLOOR AREA 1,202 S.F. 1,415 S.F. m J X1 ASPHALT N AREA TOTALS 2,024 S.F. 2,515 S.F. DRIVEWAY I w/ MASONRY 1050 INLET DRIVE TEST HOLE I BORDER EL.=33.1' I MATTITUCK, NY 11952 EXIST. 24"0 TREE I i 1 x (TRIPLE BIRCH) a,xla. I DRAWING TITLE: — — — — � — LPARK. #3 J LOT 0OVERA6E — _ — I NO6 2000� W EXIST. HEDGET— — K —x—x—= L.=35.2a 5OUTHOLD TOWN GODS ,. PROJECT LOCATION &SCOPE TOP OF WALL EL.=42.51' LOT SITE PLAN & ZONING DATA BOT. OF WALL=41bZ DESGRIPTIO)N (FOOTPRINT) AREA COVERAGE EXIST. OVERHEAD TOTAL LOT AREA 12,000.0 S.F. EXIST. ASPHALT CURB � ELEG. WIRES EXIST. UTILITY POLE EXISTING 1 E570RY DWELLING 1,3aa.0 S.F. 11.7� PAGE: EXISTING REAR DECK _716A S.F. 6.03b I N L E T D R I \l E TOTAL ARE,!A OF ALL STRUCTURES 2115.a S.F. I'i.6RbG-001m00 MAXIMUM LOT COVERAGE ALLOWED: 20% ZONING REGUILATIONS MAIN BUILDING DATE: 01/08/26 J. OF 6 SOUTHOLD TO)WN GODS SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECT'S SITE PLAN 4 IS EXIST. COMPLIES SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION MIN. FRONT Y '1 ARD 55.0' 35. ' YES REPRESENTED ON THIS SITE PLAN IS TO THE `� ARCHITECT'S BEST OF KNOWLEDGE. MIN. SIDE YARD 10.0' 10.1' YES 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED OCTOBER 1'1, 2025, MIN. GOMBINE:D M05T RECENTLY REVISED OCTOBER 20, SIDE YARDS 25.0 31.8 YES 2025 4 PREPARED BY: r ' MIN. REAR YARD 35.0 5a.3' YES (p YOUNG ASSOCIATES 400 OSTRANDER AVENUE MAXIMUM HEICCHT 55.0' 11.01 YES CJ I"r PLAN RIVERHEAD, NY Ilaol TELEPHONE: (631) "12"1-2303 ADM I N®YOUNCCENG I NEERI NG.COM SCALE: 1" = 10'-0" 1 WOOD FRAMING MATERIAL STANDARDS /� a 5 NOTES � SPEC 1 F 1 GAT II ONS CARPENTRY THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE 6LA55 WINDOWS AND DOORS 1"'� RE\ /I J` T I O I`S I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (FL, = 875) UNLESS OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. !J Y l�t IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONST)JOCTION DOCUMENT BINDED OTHERWISE NOTED. PRE50RIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2, GLASS DOORS AND 1WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER BD. BOARD INSUL. INSULATION TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PON51I$ILITY TO READ ALL NOTES, JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR CLEARANCES ARE PROIVIDED. 5" MIN. FOUNDATION EXPOSURE. GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BFE BASE FLOOD ELEVATION INT. INTERIOR SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 3. ALL SLIDING 6LA55 1DOOR5, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED n- 6ENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO (THIS DOCUMENT IS TO MEAN A REFERENCE OU THE CURRENT AMERIGAN WOOD WITHIN 18" OF FINI5HED 'FLOOR SMALL BE OF INSULATED TEMPERED 6LA55, BLDG. BUILDING Q I. NO WORK TO START UNTIL APPROVED PLANS ARE OIBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS UNLESS OTHERWISE NOTfED. K KIPS (1000 LBS) APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEI6HT5 WITH THE EX15TINO 5TRUGTURE. BM BEAM MANU. 5PEG.'5 MANUFACTURER-5 5PEG11=ICATION5 W APPLICABLE A5 A DERIVED WORK). 4. ALL GLASS UNITS SHrALL BE INSTALLED IN STRICT ACCORDANCE WITH 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TEGO" OR I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, MANUFACTURER'S 5PECIIFICATION5. B.O. BOTTOM OP MAX. MAXIMUM J ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXI5TIN6 EQUAL. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, N 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE SOT. BOTTOM MECH. MECHANICAL Q � `N STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY GONSERVATIONy CONSTRUCTION CODE. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING C 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. RULES SPECIFIED IN 1.1 THROUGH I.B. b. PROVIDE FLASHING FANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR B.O.W. BOTTOM OF WALL MIN. MINIMUM � � O AND AUTHORITIES HAVING JURISD GTO ANY OTHER TYPE OF 6LLAS5 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 � C(O b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7• ALL EXTERIOR DOOR.5 ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE p N Z O OF THE OWNER/BUILDER BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SCREENS AND HARDWAfRE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. _ � 4 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND,/OR JOB CONDITIONS GONT. CONTINUOUS O.G. ON CENTER d O SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL 6LA55 15 TO BE. FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 �, X �C (y 6RADEMARK SHALL INCLUDE AN EASILY DI5TINOUI5HABLE MARK OR SHOULD BE 6UARANTEEID BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. C O U i WITH THE WORK. IN516NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE OGG. OCCUPANCY O O m CO q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH L C) '+-• 6. NO DEVIATIONS OR GHANGE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. ANOTHER WINDOW MANUFACTURER IT 15 THE RESPONSIBILITY OF THE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG CV pLo UNLE55 APPROVED BY THE ARCHITECT/EN6INEER. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH Q O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE THE PROVISIONS OF AN51/ALTG A 1 110.1 STRUCTURAL GLUED LAMINATED DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION THE CHARACTERISTICS i OF THE ANDERSEN WINDOW SPECIFIED. THE '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE G-003. GENERALLY, SHEATHING 15 OF 1/2 THIGKNE55 ON WALLS AND TIMBERS. BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS CHARACTERISTICS ARE: AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JO15T5 P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1.5. PREFABRICATED WOOD I-JO15TS: ASSEMBLIES USING PREFABRICATED ROUGH OPENING, U-FAGTTOR,LIGHT AREA, VENT AREA, AND EGRESS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES). APPLICABLE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 REQUIREMENTS. EA. EACH PL. PLATE q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAIKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUB/SHO)WER ENCL05URES AND WITHIN STAIRWAYS SHALL BE STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS TEMPERED 6LA55. ELEV. ELEVATION PLYWD. PLYWOOD NAILING AS PER FA5TENIN6 SCHEDULE ON PAGE 0-005 AND GLUED, U.O.N. DOCUMENT, THE 6OVERNIN6 BUILDING CODE AND ANY ADDITIONAL 10. OWNER/SUILDER ARE RESPONSIBLE FOR ALL INSPEiGTION5, APPROVALS, REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S GORE 11. EXTERIOR GLAZING IiN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS EQUIP. EQUIPMENT P.T. PRE55URE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION( AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR EVALUATION REPORT. SHALL BE PROTECTED (FROM WINDBORNE DEBRIS. GLAZED OPENING L. APPROVED EQUAL. PROTECTION SHALL MEI£T THE REQUIREMENTS OF THE LARGE MISSILE TEST OF EXIST. EXISTING REQ'D REQUIRED II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES A5TM Elqqb AND A5TM E1556. GARAGE DOOR GLAZED OPENING PROTECTION AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF SHALL MEET THE REQUIFREMENT5 OF AN APPROVED IMPACT-RE515TANT EXT. EXTERIOR RI RISER PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF STANDARD OR AN5I/DAk5MA 115. (NY5 RG R301.2.1.2) 12. THE ARCHITECT IS NOT RETAINED FOR 5UPERV15ION OF THE WORK AND 15 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE F.A.I. FRESH AIR INTAKE RM. ROOM GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE: TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH U �'[ RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 5'-0". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO RR ROOF RAFTER A THIGKNE55 OF NOT LA . . SS THAN �" AND A SPAN OF NOT MORE THAN 8' SHALL 15. THE CONTRACTOR SHALL OBTAIN or OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED BE PERMITTED AS GLAhMIN PROTECTION. PANELS SHALL BE PRECUT AND , , � FRESH AIR VENT STL. STEEL W 6-004. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ATTACHED TO THE FRAhMING SURROUNDING THE OPENING. PANELS SHALL BE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL PREDRILLED AND 5EGUFRED WITH THE ATTACHMENT HARDWARE PROVIDED AS uj GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR S.V. SMART VENT ■ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORK .1.2. ATTACHMENT HARDWARE SHALL PERMANENT FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. CORROSION-RESISTANT' AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED OR THE MANUFACTURER'S CODE EVALUATION REPORT. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. ON THE BUILDING. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS U 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM FOUND. FOUNDATION THK. THICK AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7q FLOOR SHALL NEVER EXCEED A lb" SPAN. SPECIFICATION FOR 6YP5UM SHEATHING BOARD. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W, TOP OF WALL GU ■♦^ I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS MORK AND THE WORK OF V, THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST TONE YEAR AFTER la. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL PLUMBING FR. FRAME Tr TREAD ^, COMPLETION OF PROJECT. AS PER PAGE 6-005. MEET THE PROVISIONS OF ANSI/AHA A135.4 BASK HARDBOARD OF I. CONTRACTOR SHALL IIN5TALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) VJ AN51/AHA AL35.6 HARDBOARD SIDING. SYSTEMS TO NY5 PLUMB3ING GORE AND NYE) DEC REGULATIONS. FRPR. FIREPROOF TYP. TYPICAL 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HAfRMLE55 THE OWNER, 20. "P.T." SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN Q ARCH ITEGT/ENCINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD Ib STRUCTURAL PANELS: 2. PROVIDE HOT AND CCOLD SHUT OFF VALVES AT ALL FIXTURES. FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 3. ALL WATER PIPING%:> HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION GYP. BD. GYPSUM BOARD VERT, VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE AND AT BASE OF VERTIIGAL WASTE PIPES. 2 15 ATTRIBUTABLE TO BODILY INJURY, 51CKNE55, DI5EA,5E OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND H.D. HOLD DOWN V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY 1(OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS,50REWS, FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 4. USE 4 CAST IRON THFROU6H FOUNDATION WALL AND PITCHED AT 115 PER ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., BILL PLATE, DECK CONSTRUCTION, PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR FOOT. HDR HEADER w/ WHOLE OR IN PART BY ANY NECL16ENT AGT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EVALUATION REPORTS. 5. GENERAL TRAP AND I, ASTE 51ZES AS FOLLOWS, UNLESS OTHERWISE NOTED: EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: - DI5H WA5HE:R.........................................2" HNGR HANGER WD. WOOD BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEU5ER TRUS J015T 2.OE MIC:ROLLAM LVL - KITCHEN SINK........................................21' PARTY INDEMNIFIED HEREUNDER. B. GEOROIA PACIFIC 2.OE G-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (OSB), STRUCTHAFERBURAL I ORIENTED-STRAND - LAVATORY.................................................2" HOR. HORIZONTAL ZR ZONING RESOLUTION PSL (PARALLEL 5TRAND LUMBER) DENOTES: BOARD OR WAFEOF U.S. USED M STRUCTURAL IONS SHALL MEET SHOWERME5 2 THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF C01N5TRUCTION INCLUDING A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL - TOILET.........................................................5" BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - LAUNDRY ............................... " STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR • I G I /� OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR - FLOOR DRAIIN..........................................3" I I�JUI.I�T I O I V �ISTi� T I O�1 fi� OU I i� 1� NTs TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRf'hWIN65, SPEGIFIGATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE 6OVERNIN6 BUILDING CODE, 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT(' WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY THROUGH ROOF. AUTHORIZATION OF THE ARCH I'EGT/ENGINEER. GORE EVALUATION REPORT. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 1. PROVIDE FROST-PROCOF HOSE 5I55 WITH EASILY ACCESSIBLE DRAIN 4 lei. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AN`Y SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT. DRAIN COCKS AS REOVW. HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW COMPONENT PROPOSED DESION CODE PRESCRIPTIVE VALUE COMPLIES NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PROTECTION. VALUE 017ATION (PER 2020 NY5ECGC) PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.l CELLULOSIC FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR 8. WASTE FROM GLOTHE:S.WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED NHI CONTRACTOR To REMOVE 4 RELOCATE IN P40R M ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED WITH BACK FLOW PROTECTION. MAX. U-VALUE = 0.52 CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORIQ<MAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/5F 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MAtiNUFAGTURER'S 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN YES HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOES. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 HEALTH DEPARTMENT STANDARDS AND REGULATIONS. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. MIN. R-VALUE = Iq (CAVITY), OR MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRD DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD IS OF 10. APPROVAL AND INSFEGTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 15 (CONTINUOUS), OR 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACGE15515I1-ITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL TO CONGEALMENT OF PLLUMBING. BASEMENT WALL R-VALUE R-21 SPRAY FOAM CAVITY 13 (CAVITY) + 5 (CONTINUOUS) YES HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION INSULATION 0" THICK ® R-7/INCH) AT INTERIOR OF WALL 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 11. NOTCHING AND BORINdb OF 5TUD5, JOISTS, RAFTERS AS PER BUILDING CODE. PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (b) UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. NO NOTCHING AND BORIIN6 OF STRUCTURAL MEMBERS SHALL BE PERMITTED COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHIGHI HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL NOR ANY POTENTIAL DAWAOE THEREOF. MIN R-VALUE = Iq 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-50 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 12. PER NYS PG 425.4,A� 4"x5" CLOSET BEND SHALL BE AN ACCEPTABLE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT' RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 4 5-004, THE FASTENING SCHEDULE 2.2•I. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND WATER CLOSET CONNEG'�TION. WHERE A 3" BEND IS UTILIZED, A 4"x3" FLANGE to CONSTRUCTION;SSTD 10-qq AND 2015 550 HIGH WIND EIDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 50REWS (INCH SERIES). SHALL BE INSTALLED TG7 COMPLIANCE STATEMENT:RECEIVE THE FIXTURE HORN. � CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN Z SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUJNDATION WALLS, A5ME B18.2.1 SQUARE AND HEX BOLTS AND 50RENS (INCH SERIES). FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s), g HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2,2,3. TTZU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES U 2. APPROVED CONNECTORS, ANCHORS AND OTHER F?ASTENINO DEVICES NOT SHALL MEET THE REQUIREMENTS E ANSISS M NATIONAL DESIGN ELECTRICAL: INCLUDED IN THE STANDARD BUILDING CODE, 5EGTIION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: STANDARD FOR METAL PLATE CONNECTED WORD ZONAL EBION CONSTRUCTION, I. ALL NEWLY INSTALLEA7 ELECTRICAL WORK OR APPLIANCES SHALL CONFORM BE USED IN ACCORDANCE WITH MANUFACTURERS R.ECOMMENDATION5. WOOD P05TING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, THE GOVERNING BUILDING GODS AND ANY ADDITIONAL REQUIREMENTS TO 2017 NATIONAL ELECCTRIG CODE, NFPA -TO AND 2025 NEW YORK STATE TREATED W ,WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. ENERGY CONSERVATIOINN CONSTRUCTION CODE. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS ANEP NAILS EXPOSED WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT cOORRO51ON IN COASTAL SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2. CONTRACTOR WILL FPURNI5H A FIRE UNDERWRITERS CERTIFICATE UPON 7ABLE R501 .-1 CLIMATIC GEOCR?�PHIG DESIGN( CRITERIAAREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED GAGE AREE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY,BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE R STRAPPING SIZE AND COMPLETION OF WORK. S Lu POSTING ® G.M.U. WALL SEE PLAN FOR REQUIREDALLOWABLE DEFLECTION OF 5TRUOTURA,L MEMBERS a REINFORGIN6 (® MIN. Ib' GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 3. SMOKE DETECTORS, I IN CONFORMANCE WITH NFPA 72: a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY GROUND SNOW LOAD 25 LB5 5HEATHIN6 AND 51DING, FRAMING ANCHORS OR CONNECTORS SHALL BE - GENERALLY VER2IFY OR PROVIDE HARD WIRED PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S RW SMOKE DETECTCOR5 w/BATTERY BACK-UP IN: ALLOWABLE PROJECT: IN A SHEAALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. AND AT LEAST ONE 5TUD AT EACH SIDE OF OPENIMC-7. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, 5TRUCTURA�L MEMBER BASIC, WIND SPEED ISO MPH U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD RAFTERS EXCEPT WHERE COLLAR TIES OF I xbf•R A. EACH SLEEPINd6 ROOM DEFLECTION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH " OR 2 x4 OF OPPOSING LUMBER IS w/b" RISE 4 w/ (2)SET 6" DIST., U.O.N. - ADDITIONAL INFO. BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. B. OUTSIDE OF. IS FOUND ON PAGE G-003. EACH SEPARATE SLEEPING RAFTERS HAYING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B CO NSTANTI N E LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES AREA IN THE IMM1EDIATE VICINITY OF W/ NO FINISHED CEILING ATTACHED TO RAFTERS L/150 RAFTERS. THE BEDROOMS((GENERALLY THE HALLWAY) SEISMIC DESIGN CATEGORY B RESIDENCE SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE BEARING. AND GORE EVALUATION REPORTS. G. EVERY LEVEL OF DWELLING INTERIOR WALLS 4 PARTITIONS H/180 WEATHERING SEVERE 6YP5UM WALL BOARD (BASEMENT, FIRS':T FLOOR, 4 SECOND FLOOR, ETC) 7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED (EVERY 45" AND EVERY I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I8.6.1 FLOORS 4 PLASTERED GEILIN65 1-/360 IV' WITHIN 4' OF EXTERIOR CORNERS. COMPOUND METHOD. WOODSGREWS (INCH SERIES). FROST LINE DEPTH 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLANE SHALL BE ANCHORED 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND GEILIN6, UNLE55 ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 1050 INLET DRIVE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OTHERWISE NOTED. WATER RESISTANT(W.R) AT BATHROOMS AND WHERE OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DEEMED APPLICABLE. MECHANICAL- CONNECTIONS: EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 MATTITUCK, NY 11952 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE ICE BARRIER REQUIRED YES BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IIN CONCRETE/MASONRY 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 DRAWING TITLE: FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS (INHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET AND AT SPACING NOT EXCEEDING 4' ON CENTER. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL BY "SIMPSON" MANUFACTURER. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 GENERAL NOTES CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. CODES AND REFERENCE STANDARD: 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES ENERGY TABLE 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2025 NEW YORK 4. FIN15H JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE INDICATED IN "51MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL STATE BUILDING CODE, 2025 NEW YORK STATE RESIDENTIAL CODE, 2025 TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, ANDS 2025 NEW YORK TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" STATE ENERGY CONSERVATION CONSTRUCTION GODS. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED STRUCTURAL DES 1 CAN LOADS 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMIING, CONNECTIONS OF ALL OPENINGS. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2024 WOOD FRAME 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER PAGE: CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PPAPER ASSOCIATION 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE LOAD DEAD LOAD (AF4PA) AMERIGAN WOOD COUNCIL (AWG). b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ®® . 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2025 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED EXTERIOR BALCONIES 40 psf IS psf � PLUMBING GORE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 psf 15 psf OO 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 20)25 NEW YORK STATE ARCHITECT MECHANICAL CODE AND 2025 NEW YORK STATE FUEL C7AS CODE. 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC, HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED UNINHABITABLE ATTICS WITHOUT STORAGE DATE: 01/08/26 2 OF 6 CODE, NFPA -10 AND 2025 NEW YORK STATE ENERGY aON5ERVATION BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. CONSTRUCTION CODE. (MAX CLEAR HOT < 42") 10 psf 15 psf UNINHABITABLE ATTICS WITH STORAGE 20 psf 15 psf INSULATION (MAX CLEAR HOT > 42") I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED HABITABLE A77I05 4 F15EROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf FOIL TO BE PLACED TOWARD WARM SIDE. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf ,� D A,QC, � HALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 1E.r CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE SLEEPING ROOMS 30 psf 15 psf FOUNDATION WATERPROOFING. STAIRS 40 sf 15 psf - <� 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: p p 1'r - q" R-50 FOR FLAT GEILIN65 - 8.25" R-30G FOR VAULTED AND CATHEDRAL CEILINGS GUARDRAILS AND HANDRAILS 200 psf 15 psf Y fi - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS ROOF LOADINO (LIVE = GROUND 5NOW LOAD) 25 psf IS psf *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASGE 7-Ib (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) I i HOLDOM E7)ETAI LS TYf=I GAL NA I L I NO/STRAFF I NO REOU I RF_MENTS FOR FASTENING SCHEDULE A ALL HA', .DWARE TO BE INSTALLED AS PER MANU. 5PEG.'s;MANUFACTURER U F L. F T, SHEAR, LATERAL W N D RE S S TA N G E NOTE: TH 1 s SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 5UB5717UTION5 MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, a ALL STRAPPING TO BE �V4"x 20 O,'AUOE -- "SIMPSON" EQUIVALENT - G520 (COILEDAND ROUGH OPENING FRAMING REQUIREMENTS) Q STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE p FF_U_E,E: IOd NAILS IF 5TR;APPINC 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC, 2018 WOOD f=RAME CONSTRUCTION MANUAL TABLE 5.1) W W FASTENER 5PEG. FASTENER —j m HOEDOWN HOEDOWN B DESCRIPTION c„a CONNECTION NA I L I NO G R I D AND QUANTITY SPACING Q LO FOR 05 OUNDATIONIST ROOF GE I L I NC FRAM I NC � AT RAFTER TO MIDGE � O I I.DIM's ARE ALL MIN.'d's BASED ON USE OF ON Y A Ibd O ^ W ENDWALL "✓" CONNECTION: COMMON NAIL Pilo PREBORED HOLES. = r— ENDWALL - """" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER N O (3) 2x FULL � (3) 2x FULL CORNER STUD w",,,."."-"•'"'"" � � 2" 2.HOOD IS ASSUMED TO BE D,F,�2 d BTR. IN DRY USE 0 C L1� z � HEIGHT STUD HEIGHT STUD ONNEGTED TO FOR STRAP - 5 6 d COMMON R.R. 211 SERVICE r CORNER STUD TRANSFER SHEAR " ~ NAILS ® EA. END OF STRAP. GEILIN& JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST 0- (� CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL > U CV TRANSFER SHEAR \�Y • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EAIGH LAP C m "SIMPSON" HDQB FOR ROOF SLOPES UNDER 5:12 WITH • • • • ;Sr HOLE5,5ET NEW MEMBER. O O .� CD HOLDOWN ANCHOR a 2-I6d COMMON 2-I6d COMMON I ROOF SPANS OF 24' OR GREATER, • • • L O A- LOCATIONS NOTED NAILS ® b O.G. • • • 4.No MIXING OF NAIL SIZES OR TfPES ALLOWED i ' CV O NAILS 0 6" O.G. d II .' USE 4 5 d COMMON NAILS a� EA. � • • GEILIN6 JOIST I_AP5 OVER PARTITIONS (FACE-NAIL) di-I6d COMMON EAIGH LAP C O to O" O.G. IF BLOCKED ON PLANS 10 O.G. IF BLOCKED ." . . C CORNER POST -.. END OF STRAP. .TIES ?� S.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r- G O CORNER POSTTIGHTLY BOND THE END OF THE NAIL TO A 010' ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) "SIMPSON" HDQB "'�-•...,, iv HOEDOWN ANCHOR a', SPACING OF Ib O.G.; FOR SPACINC75 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED OF 24" O.G., INCREASE NAILING B F1 a Y A GR 41ON 12.4-PLACEMENT OF NAILS d SPIKES d TABLE ON PLANS ° ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END ^^,, CONNECTION BI 4 52 W AST RAFTER TO TOP PLATE TO 5TUD WALL FRAM I NO CONNECTION: HOEDOWN INSTALLATION OPTIONS: • TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT FOR NEW P. GONG. OUND.'s �r"" FFOR STRAP - 3 8 d* COMMON NAILS ® EA. " ".. HOLDOWN CAST IN PLACE w/'7/8"(P THREADED ROD r^ • • EEND OF STRAP. sm ,. WHEN IN TOWN OF ISLIP OR NAILIN& TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOIIST5 - EA. SIDE r ■ FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • I • • �■/ 1/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO .� `` �� GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE W 'SIMPSON" SET(HIGH STRENGTH EPDXY --- I I • • MAX. NAILING &RID ABOVE UTILIZE • • STUD TO 5TUD (FACE-NAIL) 2-I6d COMMON 24"' O.G. W M ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 5IMP50N #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) "...... HEADER TO HEADER (PAGE-NAIL) I6d COMMON I6" O.G. ALONG ED6E5 •FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FFOR 70ENAILINS - 5 Jd COMMON NAILS FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN ~� "`~-•.... ■ USE SAME . TOP or BOTTOM PLATE To STUD (END-NAIL) 2-I6d COMMON PER STUD '` •-•'" w/ 1/8",V THREADED ROD CONNECTION --._.. • FFOR G.J. TO R.R. - q 16 d COMMON NAILS REOUIREMENT5 FOR "`-" ••»�. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, ♦ , RAISED C.J.'5 (WHEN AT G.J. TO G.J. CONNEGTI ON: ENDJ015T, or BLOGKIN& (FACE-NAIL) 2-I6d COMMON I2 PER FOOT v APPLICABLE) FFOR EA. PLATE TO 57UD ABOVE 8 OR BELOW L HOLDOWIN 'G' HOEDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - di 6d COMMON NAILS FLOOR FRAM I NO ■FOR NEW 0 EXIST. FOUNDA'ITIONS FOR NEWLY POURED CONNECTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER J015T FOUNDATION ONE STORY ONLY (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD ONNEGTED TO BLOGKIN& TO JOIST (TOE-NAIL) 2-5d COMMON EACH END "SIMPSON" HDQS TRANSFER SHEAR • ° AT STUD TO FLOOR ASSEMBLY (5) 2x FULL .."-�'� • G2 —••- ° TO STUD CONNECTION: BLOCKING TO SILL or HOLDOWN ANCHOR a2-I6d COMMON HEIGHT STUD ".-''" 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS a6" O.G. 8 err.-""' ° TOP PLATE (TOE-NAIL) ON PLANS O.G. IF BLOCKED G I " FOR STRAP - 3 CORNER POST 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST V\ NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST yy FOR EA. PLATE TO STUD ABOVE OR 2-I6d COMMON v,*M ° r' BELOW - 2 166 COMMON NAILS BAND JOIST TO J015T (END-NAIL) 3-I6d COMMON PER J0157 NAILS ® i O. . \ 7. BAND JOIST TO BILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ° a • ROOF SHEATH I NO 5TRUGTURAL PANELS: INTERIOR ZONE 8d COMMON 6" ED>&E / 12" FIELD ' a "SIMPSON" ST D14RJ CONNECTION DI D BLOCKING 2 SOLID PERIMETER EDGE ZONE s ad COMMON 6'' ED'6E / 6" FIELD HOLDOWN INSTALLATION OPTIONS: as EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW UP TO dill RAKE OVERHANG P. GONG. FOUND.'s """."•,,,..r•w"'" HOLpOWN CAST IN PLACE THREADED ROD • FOR EXIST, P. GONG. OR NEWLY CURRED9 FOUND.'s ,,AT STUD TO FLOOR ASSEMBLY TO SILL CE I L I NO SHEATH I NO '7/5"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO fPLATE(S) CONNEGTI ON: D2 CONCRETE w/_"SIMPSON" SET (HIGH STRENGTH EPDXY 0 1/2" MIN. .........----------'f 6YPSUM WALLBOARD 5d COOLERS "I" EDGE / 10" FIELD ADHESIVE), d FOR TEMP.'S O°F-40°'F USE "SIMPSON" AT CORNE (HIGH STRENGTH ACRYLIC ADHESIVE) R fFOR STRAP - 3 8 d* COMMON NAILS ® EA. SPECIFIED ON D� �"' ° EEND OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHINO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES 50LIM d CAST IN PLACE HOLDOWN o ° fFOR EA. PLATE TO STUD ABOVE s OR BELOW - W/'i/a"(P THREADED ROD 2 16 d COMMON NAILS I; STRUCTURAL PANELS 8d COMMON 6" EIDOE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO ° GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD � fFLOOR CONNECTION W/ # LPT4 SIMPSON (OR ._.___._...._... , STRAP W/(5) Z 5d NAILS m EA.END W NA I L I NO/STRAf'F I NIO @ Jam!I NDOW/DOOR HEADER STANDARID/ALTERNATE EEGUAL) a PLATFORM TO SILL PLATES "`"-. OF EA.STRAP TO n EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 0 SIMPSON H2.5A) U NOTATION: STRUCTURAL PANELS: A - NUMBER OF 8d NAILS aD EA. END OF STRAPPING (2015 WFGM,TABLE 3.1,P. ISa);WHEN 5TRAPPIN5 GONNEGTI ON E " " REQUIRES OVER 14 NAILS, USE 51MPSON 05I6 STRAPPING (OR EQUAL). or LE55: ad COMMON 6 EIDOE / 12 FIELD B - NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (201b WFGM, TABLE 3.23B,P. 291) -- ""... • GREATER THAN I": 10d COMMON 6" EIDOE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ar EA. SIDE OF HEADER(2018 WFGM, TABLE 3.230, P. 2a2; ALTERNATE A5 PER TABLE 3.23D,P. 2,15) r-" " " I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED b" O.G. AT THE IPANEL EDGE. W A D D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING IS REDUCED. Q (2015 WFGM,TABLE 5:7,P. 1801) � C. PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER � E (2-PLY) - NUMBER OF JACK 5TUPS ® EA. END OF 2-PLY HEADER(2015 WFGM, TABLE 3.22F,P. 255) ° ° ° ° SHEAR CAPACITIES, NAILIN6 REQUIREMENTS FOR 5TRUGTURAL MEMBERS SHALL BE DOUBLED, OR E (3-PLY) - NUMBER OF JACK STUDS a EA. END OF 3-PLY HEADER(2015 WFGM, TABLE 3.22F, P. 288) °° a ° °d SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) aEA. SIDE .,,-", ° ° ° ° a ° d 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF E (DOES NOT APPLY TO DOORS) (20a WFGM,TABLE 5b,P. 141) "`•••. ° ° ° FOR STRAP - 5 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 5 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH ae END OF STRAP (WRAP STRAP UNDER SILL FL.) SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE F FASTENING SCHEDULE B �•�—�....�....• ° ° a ° I CONSTANTI N E ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° ° (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) � � g FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. RESIDENCE •• 2_ I6 d COMMON NAILS A NOTATION S I O NAOE FOR TRUSS TYPE, PRE—ENO I NEERED ROUGH �` B G D (2 PLY (3 PLY F WOOD, AND/OR TIMBER CONSTRUCTION 1050 INLET DRIVE OPENING HDR) HDW THE FOLLOWING 515NAGE SHALL BE AFFIXED TO THE ELECTRIC, METER BOX AT ED 2'-011 2 1 1 2 1 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, NY 11952 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 5 1 I s SQL I G I NC O TOE' FLAT BRACING/STRAPPING AUTHORITY HAVIN& JURISDICTION: DRAWING TITLE:GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-O" 4 I 3 4 I I 4 TOP PLATE BLOCKING 2 FOR RAKES 12"oR HOLDOWN, ANCHOR BOLT, 8'-O" 6 2 5 5 I 1 r✓ I�-- SPLICE —} BAYS BACK aD LESS PROVIDE TOP PLATE SPLICE REQUIREMENTS TOP PLATE: SPLICE REQUIREMENTS LOCKING• 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH 4'-0.1 O.G. \<TO AGHEIVE RAKE O.H. BE "I", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES 5$0 - FOR WIND - EXPOSURES 5$0 - 10'-0" 7 2 4 6 2 I 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION -CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 121_011 8 2 5 8 2 I 8 BUILDING MINIMUM SPLICE' °� BUILDING MINIMUM 5PLICV;",4 THE NY5 BG. DIMENSION (FT.) LENGTH (FT.) DIMEN5ION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: - ad NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0ll 3'-011 OF EA. STRAP 100 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, 16'-O" 3'-0"/3'-di" I6'-O" 41-011 ATTIC, PRE-ENGINEERED WOOD, OR TIMBER CONSTRUCTION AS FOLLOWS: G-®®3 ■ ANCHOR BOLT S�EG 171 GAT 1 ONS 20'-0" 4'-O"/5'-O" 20'-0" 5'-O" "F" = FLOOR FRAMING, INCLUDING BACK ® 4-O o.C. 4. GIRDERS 6 BEAMS BLOCKING 2 BAYS 1 II " _ SPEGIFIGATION (2018 WFGM TABLES 3.2A 8 3.28, P. 15'I-I60) - R ROOF FRAMING CORNER gq� 24-O 4-O /5-0 24-O 6-O „ - CONDITION FOR ALL STRUCTURES: - FR�� FLOOR 4 ROOF FRAMING DATE: 01/08/26 3 OF 6 • • 5/e"� ANCHOR BOLTS ® 541" O.G. • 52'-011 6'-O"/7'-6" 52'-011 iv SECOND FLOOR tay NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE N N N „ LEN&TH5,THE NAIL SPACIN6 SHALL BE REDUCED IN ORDER To 40-O 8-O /10-O 40-O I I-O CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE EMBEDMENT INTO CRETE 1 II 1 11 I 11 , 11 1 II r - II ? '�f\.Rv "'A • I w/I 3 SQUARE WASHERS AND END NUT SETUP 2.TABULATED SPLICE LEN6NUMBER TH9EASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13-oilBLOCKING 2 BAYS I,y � 4 •• II I II I II I II 1 II I BACK ® 4'-011 O.G. END , CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE TOP TWO COURSES SOLID ad NAILS EA.END �k 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL bol-o" 12'-O"/15'-O" 60'-0" I6'-O" OF EA. STRAP :I., 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIlSHT5 FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/5; 11 PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -70'-0" 14'-011 -70'-0" Idi'-011 FIRST FLOOR NOTED MIN. SPLICE I II " (ADDITIONALLY,ROUND UP TO THE NEAREST 3. AN BOLTS ARE TO BE BETWEEN b 12 80' o" FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL- 1.125 REFLECTIVE REFLECTIVE OF (SEE DIAGRAM TO LEFT) 10'WALL- 1.25 BLOGKIN6 2 BAYS WHITE W WALL- 1.3T5 THIS COLUMN W/MULTIPLIER BACK a 4'-0" O.G. RED PANTONE 4. COORDINATE W/ HOLDOWN LOCATIONS 12'WALL- 15 FOR 10'-0"WALL #I81 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL I i MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP ORDERS,RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAt-41N6 STANDARDS, IT IS REC'D FOR FRAMER TO HAVE A F I REBLOGK I `N(5 FOR FLATFORM WOOL/ FRAM I I O WORKING KNOWLED6EE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE A55EMBLYr REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 d 1/4 OF A WHEN 61RI�ER5 MADE UP OF JOISTS NAILED a CONNECTION TER DESCRIPTION �� TOGETHER: SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOIN75 ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED (BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPIN6. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.G. P THE SPAN LENGTH FROM AN INTERMEDIATE W 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST W STUDS STUD B (5)ROWS IOd NAILS a 12"O.G. SUPPORT. 1N0 TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. J P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR (2)ROWS 1/2" A BOLTS• 12"O.G.5TA66ERED; JOINTED OWN THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE N SUBFILOOR G DBL.• ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. Q �= � SOLE PLATE BUILT UP 61RDER P MAX.52" W% C NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D (2)ROWS I/2" A BOLTS m Ib"O.G. � r 501LE PLATE TWO-PIECE'. 61RDER5 ARE TO BE NAILED FROM ONE 0 J015T SERVES AS FIRE5TOPPIN6. O (p E (2)ROW5 1/2" m BOLTS a 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF _ - BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE g 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 'C IY N O F (2)ROWS 5-5/8"TRUSSLOGK 64REW5• 12"O.G. E 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. O C Lo z SCREWED ON(1)SIDE OF MEMBER LINE; OR C$IRDER5 ARE TO BE NAILED FROM EACH a_ G (2)ROWS 5-5/5"TRUSSLOCK 5GREW5 a 16"O.G. P 51ME W IO)d NAILS, TWO NEAR EACH END OF EACH 6, FOR PLATFORM FRAME CONSTRUCTION: THE SOLE >, :E XO U N SCREWED ON(U SIDE OF MEMBER JOIST, 0T+ER5 5TA60EREP w/ A DISTANCE OF 52" AND JOISTS INCHESSERVE F 4OOD LOCKING PLACED BETWEEN O O m ) i (2)ROW5 5-5/6"TRUSSLOGK SCREWS• 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. T— JOIST H SCREWED ON(1)SIDE OF MEMBER P � LO MAXIMUM OFFSET (2)ROWS S"TRUSSLOGK SCREWS® 12°O.G. THREE-PIECE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND C N O (� JOIST DEPTH, d J SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.52" THREE-PIEcGE &(RIDERS ARE TO BE NAILED W 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS MATCHED SIZE OF BLOCKING P NAILS ON EEA. SIDE W TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. Q r' D- 2 0 UNDER NON-LOAD BEARING (2)ROWS V TRUSSLOGK 5GRENS® Ib"O.G. 4 FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, ING4LUDING INTERMIDIATE JOINTS, AND w/ THE BLOCKING 3 8. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS 032 O.G. STUD OTHERS S'ITA&&EREp w/ A DISTANCE OF NOT MORE L (2)ROWS 5"TRUSSLOGK SCREWS® 24"O.G. BETWEEN I/b DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" EBETWEEN NAILS IN A HORIZONTAL LINE. 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIEG:E CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CEILING BRAG I NG NOTE. P STRIN6ER TO SERVE AS FIRESTOPPING. CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AN'O NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FL00R W 3 CONNECTION PATTERN 'B'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 i. OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE GIRDERS FARE TO BE SECURELY ANCHORED TO I " &ABLE END P FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR 2 T CONTINUOUS TRU55 MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GE'ILING LATERAL BRACE ® 6 o.G. . BAND BOLTED TCO STEEL COLUMNS AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED r ,JOIST , 2) IOd NAILS TRU55 OR \../ G.J, AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /�^ I G G I J� �/�G I �j G PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEIILING ON I `�A I k� I `ll./ FATTER(�lS FOR 5I DE LOADED BEA I " IS (I(c . FLUSH BF_A�S) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WIL.L SERVE W AI 8d -LOCATIONS REQUIRUNG FIRESTOPPIN6- AS FIRESTOPPIN6. uj NAILS FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 ■ STOPPING STOPPING FIRE- FIRE- SOS FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPIN6 STOPPING MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS a 10" O.G. " NAILED BOLTED �' 2"x4" BLOCK NAILED TO EA.BRAGS VERTICAL 2 ROWS Ibd 6 ROWS Ibd 2 ROWS ROWS WS I' 15" 2 2 RO Xs' BLG7GKING 15" L r/,i FIRES OPPIN6 WHEN w/(4) IOd NAILS COMMON, COMMON* 005 ABBERE BOLTS BOLTS C.OVERIN6ISAPPLIED • 12"oL. •12'o.c. • 12"O.C. •61 OZ. TO UNDERSIDE OF 20 a. STRAP STUD GYP M BOA g TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS 5U 2 LOCATION 3 LOCATIONL LOCATI ON I DOUBLE PLATE • 5d COOLER NAILS m 10" O.G. (10) ad NAILS BEAM SELECTION w/ STD. NAILING o " o o " o o LOCATION 4 V JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS A5 NOTED IN NOTES -1 B 5 0 " " " " o o s ALTERNATE � W DENOTES ALT.FOR USE OF DRYWALL 5GREW5 RESTOPP�IP6 VER STUDS, UNLESS TOP PLATE IS 4 ® EDGE 12 • FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 SOLE WOOD FIRESTOPPING OF 61RDER / DESIGNED TO CARRY THE LOAD SCREWS#6 - VW TYPE W ORS FIRESTOPPIN6 LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.C. FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL p INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE WASHER5 UNDER HEAD AND NUT. O o 0 0 0 0 0 0 0 0 OVERLAID ROOF D.STAGGER EACH ROW OF FASTENERS BY 12". O O O O O O O O O 2"SPACE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED \ I ® NONCOMBUSTIBLE FIRESTOPPIN6 51, 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"OZ.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION '1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE 5EAM5: STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS 12"OR LESS FIRESTOPPIN6 LOCATION q 4 ad NAILSo EA.END a R.R. 6.5 ROWS OF 16d COMMON NAILS(12"O.C,)FOR DEPTHS Of 141-,16"e 16". LOCATION 10 FULL WIDTH 2" BLOCKING ZO H N CONSTRUCT 1 ON 1DE7A I LS WIND LOAD FATH CONNECT 1 ON DF-TA LS TOP PLATE DRILL 2"m INTO ROOF INTERSECTION DECK FOR STRAPPING INSTL. NOT TO SCALE DETAIL /EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAILS NOTED CONT.BLOGKIN& TOP PLATE SPIKED TO R.R.'s .i ALIGN NEW d EX. R.R.AS 5HOWN KING STUDS PLAN VIEW NOTE. SIMILAR a 'SHED' WOOD JO I S WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOGKI NG JO 1ST HANGS HEADER z GENERAL RECU I REMENT5 FOR GENERAL REG2U I REMENTS FOR W INSTALLATION OF GLINGHEP NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS o WOOD GIRDER JACK STUDS V MAIN MEMBER WOOD JO 1ST �jl • W �o• `40e �' - JOIST FRAMING OVER WOOD GIRDER JO 1ST FRAMING FLUSH W 1 TH GIRDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS DIAM.X B APPROX. 30° w/ THE MAIN MEMBER 4 STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO )6THE LENGTH OF THE NAIL FROM THE MEMBER END, CO NSTANTI N E AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A a0° ANGLE: 2, THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. O AVOID R e, NO MORE THAN 2 TOE NAILS SHALL BE TINSTALLED IN IEAIN51M OF A RAFTER OR CEILING JOIST WALL STUD ED WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2 xb TOP PLATE. BATHTUB SUB FLOOR 1050 INLET DRIVE DOUBLE JOIST DOUBLE JO15 TOP PLATE MATTITUCK, NY 11952 GHIM. CHASE SECURING STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (5x M a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOMS W 1 TH TILE FLOOR, DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION W STUDS TO ATTIC (FLOOR 4 BLK'G TO R/L SIDES W STRAP'PING TO R/L SIDES) UNDER KITCHEN FLOORS AND RADIANT FLOORS W 1 TH MUD. PAGE: "' WIND RES I STANT CONSTi,UCT ON CONNECTORS Q.._N TOP PLATE ® .I� N /GHIM. CHASE WALL K p U CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO ° `' RIDGE-TO-RAFTERS C520 © 21 " APPLY TO EACH PAIR OF RAFTERS Q ® RAFTER-TO-'WALL H-7 APPLY TO EACH RAFTER cL nzQ�a DATE: 01/08/26 4 OF 6 lu ROOF 0. z RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER REOV BLOGKIN6 J N — — G520 @ 1811 TO ALIGN W STRAPPING Q PLATE TO WALL STUD APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE w N THE FIR5T FL K 2ND. FLOOR WALL-70-I57. FLOOR WALL LFTA or 0520 © 56" APPLY TO EACH WALL STUD FLOOR/GL6. ® O HEADER-TO-JAcGK STUD G520 C�? 12 APPLY TO EACH JACK STUD •c�� p :; 'y/T� TH CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD c it SHEAR WALL HOLDD>OWN ANCHOR 557B16 APPLY TO EACH 51DEWALL END 157. FLOOR-UNDER'-51 LL PLATE G520 WRAP UNDER DOUBLE SILL PLATE S II D VIEW PLAN VIEW (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RE00MENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITI'. I i C ENDRAL 5YM50L <E�' : NATURAL LIGHT $ VENTILATION --{{ EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT (HABITABLE SPAGE)l - -I WOOD FRAME (L.G. 5TL. a EXISTING TO REMAIN WHEN APPLICABLE) FLOOR AREA 115 S.IF. Q ^^T� NEW WOOD FRAME (L.G. NEW FOUNDATION WALL S.F. REQ. 5l.F. PROV. 0 5TL. 1^4HEN APPLICABLE) LIGHTING;MIN. 8% w MIN. (2) 2"x4" STRUCTURAL OF FLOOR AREA q,2 S.F. 115.5 5.F, D J m NEW I-HR FIRE RATED ® P05T FOR 4" WALLS VENTILATION;MIN. M N WOOD FRAME (L.G. 5TL. (MIN. (2) 2"x6" STRUCTURAL 4% OF FLOOR AREA -= Lo 4b S.F. 5.'f S.F. 0 Q WHEN APPLICABLE) P057 FOR 6" WALLS), U.O.N. i NEW 2-HR FIRE RATED IO'-MY' 2'-oy2 O .� r- C(p WOOD FRAME (L.G. STL. NEW PLUMBING WALL 5'-3" 12'-O" 'i'-10" I I'-I jY2" 'I'-3" N O WHEN APPLICABLE) O c: Lo z 4 a c- I C O 0 CO m o02 0 - - ® O -c 0 Lo _ 0 OLo FLOOR PLAN NOTES m m 3 EXIST. : NO O m DOOR NOTE: NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION 5 6-5 m ATHROOM Oj I. INSTALL NEW INTERIOR DOORS WHEN CALLI£D OUT Q PROVIDE (2) LAYERS OF 5/8" "DEN56LA55" FIRE O 2 ;p ® 42 S.F. ON PLANS BY 'JELD-WEN' (OR EQUAL). _ ' RATED SHEATHING BY 6EOR61A PACIFIC" (OR EQUAL) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT JOIN PANELS AS PER MANU. 5FE05 A57M E I56 N O o0 • = EXISTING ( ) PROPOSED ON PLANS BY 'T INDICARU (AC EQUAL). [RATING AS PER 2020 NY55C TABLE "122.6.2(U] PROPOSED UNFINISHED 3. NOTE DOES NOT INDICATE EACH NEW DOOR BEDROOM SM/Go KITCHEN ! PROVIDE 5HEATHIN6 AROUND DROPPED BEAMS O RE - SPACE PROPOSED;SEE DESIGNATIONS � DOOR SCHEDULE. qo S.F. - n' 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR HEADERS AS REQ'D 'N 4_`�2 PROVIDE FIRE RATED SEALANT ® ALL SEAMS BY 5M 4 'f 1-3 GLG. WALL5, U.O.N. I cq 5. INSTALL AS PER MANU 5PEG.'s (OR EQUAL) i HGHT. b.PROVIDE (2) 2"xIO" HDR., U.O.N. FASTEN AS PER MANU SPEC.S T' EXIST. UNFINISHED 1. SEE PAGE 6-005 FOR ALL OTHER FRAMINIG INSTALL ALL AS PER MANU SPEC.'S ttl 001 5 14 S.F. ELEMENTS AROUND DOORS (TYP. FOR ALL)) U.O.N. 1-HR. FIRE RATED LOAD-BEARING INTERIOR WALL CONSTRUCTION: SMOKE DETECTOR / CO DETECTOR N07E5: CONSTRUCT PER UL DESIGN NO. U501 IN CONFORMANCE w/ U O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT UL 265 STANDARDS;PROVIDE (1) i" DENS 6LA55 FIRE SMOKE /CARBON MONOXIDE COMBINATION !>ETEGTOR RATED SHEATHING ON BOTH SIDES OF WALL. WHEN WALL q'-all W Aq HARD WIRED TO EACH OTHER w/BATTERY BACKUP, CONTAINS OPENING, FIRE-RATED CONSTRUCTION SHALL �r r- II'-jY2" 5'-5y:2 V/ W 2.INTERCONNECTION BETWEEN NEW 6 EXISTINc5 CREVICES INCLUDE HEADER, WALL-5PAGE ABOVE OPENING, # POST5. � � 5 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS _ -� EXIST. "'E� ARE NOT INTERCONNECTED, AS PER NY5 P014.4. `� GL• m • 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND SOUND BARRIER WITHIN INTERIOR }HALLS 8 FLOORS: iv 8 S.F. PER GENERAL ELECTRICAL NOTES ON PACaE 0-002. FILL INTERIOR WALLS 4 FLOORS WITH INSULATION TO PROVIDE 4.SMOKE /CO DETECTORS TO MAINTAIN 5' HIN. A SOUND TRANSMISSION GLASS (STG) FOR AIR-BORNE NOISE OF PROPOSED �ry PROPOSED N HORIZONTAL SEPARATION FROM 5UPPLY/R:ETURN DUCTS NOT LESS 50 AS MEASURED IN ACCORDANCE WITH ASTM E qO. LIVING ROOM FINISHED r , STORAGE S OPENINGS TO BATHROOMS w/ SHOWER OIR TUB. Iq3 S.F. 6 . V 5. INSTALL ALL AS PER MANU. 5PEC.'s HIGH EFFICIENCY LAMPS: 244 S.F. b.SMOKE DETECTOR AND CARBON MONOXInE DETECTOR NOT LE55 THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING 'N "77-2 IN COMPLIANCE WITH LOCAL CODE FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS,AS PER GLG. HOHT. cV < 'w NEW PLUMBING FIXTURES: 2020 NY5 EGG R404.1 O3 ALL NEW PLUMBING FIXTURES TO COMPLY WITTH PG 405. HOT WATER PIPING INSULATION: W SEE ALSO PLUMBING 6ENERAL NOTES ON PAAOE 6-002. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING 5HALL BE 4 INSULATED TO AN R-VALUE OF NOT LESS THAN R-5 FOR THE OFOLLOWING CONDITIONS PER 2020 NY5 EGG R405.4 4 R405.5: q NEW FLOOR: I. NEW FINISHED FLOOR PER M.O. SELECTION I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS >105°F OR <55°F (R405.4) ry • �� EXIST. GL. 5M/GO s8 2. PIPING J" AND LARGER IN NOMINAL DIAMETER ONEW INTERIOR WALL CONSTRUCTION (TY'P.): 5. PIPING SERVING MORE THAN (1) DWELLING UNIT �t 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 1. 2"x4" STUDS ® 16" O.G. w/DBL. TOP PLATE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 2. 1/2" GYPSUM BD. WALL FINISH 6. PIPING LOCATED UNDER A FLOOR SLAB 5. MIN. R-21 SPRAY INSULATION 1. BURIED PIPING 8. SUPPLY k RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. .2 .2 12'-10" 3'-3y.2 w <c NATURAL LIGHT !4 VENTILATION D PLAN NOTE: u EXISTIN6 GRADE SLOPES SOUTH (HIGHEST) TO (HABITABL)= 5PAGE) O NORTH (LOWEST) MORE THAN 50% OF EXTERIOR FOUNDATION FLOOR AREA 115 S.F. WALLS ARE < 6-0" IN HE16HT 55.F. REQ. S.F. PROV. LIGHTING;MIN. 5% OF FLOOR AREA 1!5.4 S.F. 18.'1 S.F. VENTILATION;MIN. DOOR SCHEDULE "7.1 S.F. 10.3 S.F. 4% OF FLOOR AREA DOOR MATERIAL FIRE RATING FROFOe. ED BASEMENT FLAN TAG DESCRIPTION MANUFACTURER p N 45 MIN. RATED NOTES WIDTH HEIGHT SELF-CLOSING 822 S.F. (CONDITIONED FLOOR AREA; 506 S.E. CONDITIONED AFARTMENT AREA SCALE: I/4° = I'-o" BASEMENT D 001 SINGLE SWING JELD-WEN OR EQ 2'-6" <( w z 002 51NOLE 5WIN6 JELD-WEN OR EQ L21-411 6-8" - 0 w O II-II 6-3 13-Ty2 0 N m o O N Lu ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING STRAPPING ® p DETAILS. IST ** SEE DOOR SCHEDULE FOR ALL 6LAS5 DOORS FROM SAME MANUFACTURER D OM ® �� FINAL DIMENSIONS FOR FRAMING OF WINDOWS 1-0 BE PROVIDED BY WINDOW XI INS MANUFACTURER PROJECT: �* CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS y XIS F 15H>=D WINDOW CHART ° 8'0 H A OTHRO EXI T CO NSTANTI N E . D IN ,ON 3T10 D o E6RE55 CLEAR LIGHT VENT ! _ ROOM1ST. ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. / ITC EN RESIDENCE TAG COUNT TYPE MODEL {� TEMP !/ WIDTH REQ D: 20 . PER UNIT PER UNIT HEIGHT REOV: 24" (5.F.) (S.F.) 4' 8" 4''- ID WT HEIGHT- WIDTH HEIGHT OPEN REQ'D: 5."1 S.F. OI A 1 DOUBLE-HUNGG =7kq5046 5'-2 4'-5 i" 5'-1 i" 4'-8 J" 5.12 IF 10.51 j 5.65 1050 INLET DRIVE DNELLIN(E(-QAWA0ESEPAKA I MATTITUCK, NY 11952 RE OV E �'/fHIGK'(MI 6Y UM BO T 6 RA6E/WA A ER s �02. DRAWING TITLE: NO PROPOSED WORK =n to ATTAGHED AP?�RTMENT ALLOWA�LE S.F. J � EXI lo-r s.IR E - PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN AREA EXI E T IN 0 BE 00 R OM I3' " RI 6E xis IST FLOOR HABITABLE AREA 1,202.0 S.F. a' G EDROO e'o" cL6 /z PAGE: BASEMENT HABITABLE AREA 822.0 S.F. A-101m00 ALLOWABLE AREA FOR ACCESSORY APARTMENT (2,024 50(0.0 S.F. m 5F X 2590) Jm / DATE: 01/08/26 5 OF 6 / I6'-0" oil _ D 2'- i Ua - O z e ®_ r0 EX 1 STI NO FIRST FLOOR FLAN 0 VAS 11202 &.E. CONDITIONED FLOOR AREA; 1,415 S.E. OROSS FLOOR AREA SCALE: I/4" = 1'-0" I i BU I LD I NO SECT I ON NOTES O NEW I-HR FIRE RES15TANT CEILING CONSTRUCTION PROVIDE (2) LAYERS OF 5/4>" "DEN56LAS. 5" FIRE RATED SHEATHING BY 6EOR61A PACIFIC'." (OR EQUAL) Q JOIN PANELS AS PER MANU. SPECS (ASTtlt E 1$(o) [RATING AS PER 2020 NY550 TABLE 72:2.6.20)] PROVIDE SHEATHING AROUND DROPPED :,BEAMS b W W HEADERS AS REO'D PROVIDE FIRE RATED SEALANT ® ALL 51EAM5 BY "3M" J (l3 (OR EQUAL) Q m N FASTEN AS PER MANU SPEC.'S Lo INSTALL ALL AS PER MANU SPEG.'5 C EXISTING INTERIOR WALL CONSTRUCTIOIN (TYP.): — O O O t-- Cfl I. 2"x4" STUDS ® I6" O.G. w/DBL. TOP PLATE2. I/2" r N > O 2. 6YP5UM BD. WALL FINISH O C � z 4 3. MIN. R-21 SPRAY INSULATION a m X Y T- X O U N O O m 4 +-c., NOS Q 0 � 20 ILL-LLUll EXIST. BEDROOM W EXIST. BEDROOM 4-a 00 1 (D � Cl � - + PROP. LIVING ROOM PROP. BEDROOM 2 Q •� 0 SECTION 2 2/ 201 SCALE: 1/4" = I'-O" 4" FRESH AIR VENT THROUGH ROOF I I I w I IL 5111 PROVIDE "ABE5CO F°F200 FR IL 0 I EXPANDIN6 FOAM"(CAR EQUAL) v V �! AT ALL PENETRATIONN5 IN FIRE k it RATED WALLS AND V Q // I FLOORS/GEILIN65. F'RODUGT NOTE I CONFORMS TO A5TM1 E 514, Q ALL PLUMBING WORiG ASTM E 54, AND UL 1.1474 SHALL CONFORM To LOCAL PLUMBING CODE , I � I / PROJECT: / NOTE: LEGEND C O N STA N T I N E � ALL PLUMBING WORtK SHALL CONFORM TCO HOT WATER w / LOCAL PLUMB N6 COPE ------- RESIDENCEfj SUPPLY' 0 ( GLEAN OUT p ~ - - COLD WATER AS REOV I I EXIST. F.A.I.TO u' I REMAIN PROVIDE "ABE500 FP'200 FR 1050 INLET DRIVE IL EXPANDING FOAM" (OR EQUAL) i AT ALL PENETRATIONS IN FIRE MATTITUCK, NY 11952 / I RATED WALLS AND FLOORS/GEILIN65. PRODUCT C.O. /' 1 0.0. _ a ASTM84, AND UCONFORMS TO L 14 a 14' -- DRAWING TITLE: r--- _-.__.----_- .._.._.._.._.._.._.._.._.._.._.. 1 C.O. 411 I i i BUILDING SECTIONS / KITCHEN KITCHENI CONNECT TO I 4" HOUSE I EXIST. WATER PLUMBING RISER DIAGRAMS I 1 1 MAIN DRAIN G.O. 11 j SUPPLY SYSTEM I 2 I I •V TO STREET I I „ „ y IN j (-WATER MAIN 12" 1 2 4 TO SEPTIC w 1 I 5Y5TEM PAGE: r A-201m00 I � 14, s.P. DATE: 01/08/26 6 OF 6 FLUMB I NO RISER - r7)RA I N / NASTE / VENT FLUME I NO RISER - SUFFLY SCALE: NT5 SCALE: NTS t1iy: To ad 0 E N E AL 5"%r1- 50 L <E�' : NATURAL LIGHT 4 VENTILATION ARTIFICIAL L16HT NEW PARTIAL HEIGHT (HABITABLE SPACE) HABITABLE BASEMENT AREA: 522 50. FT. REQUIRED LIGHT: 6 FOOT CANDLES /50. FT. a EXISTING TO BE DEMOLISHED (1) 6W LED BULB = 450 LUMENS Q , WOOD FRAME (L.G. STL. FLOOR AREA a22 S.F. �+, „�, O WHEN APPLICABLE) �. � c- , 1 6 FT. CANDLES X b22 SQ. FT. = 4,g32 LUMENS e EXISTING TO REMAIN (L1 S.F. REQ. S.F. PROVE 4.a32 LUMENS / 450 LUMENS = 10.46 1 I_ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL MINIMUM (II) (oW LED LICHT5 REQUIRED J J O 5TL. WHEN APPLICABLE) O�FLOOR AREA ' 65.8 S.F. 56.'1 S.F. MINIMUM (II) 6W LOW VOLTAGE LIGHT N6 � ® MIN. (2) 2"x4" STRUCTURAL VENTILATION;MIN. FIXTURES REQUIRED Q .~ NEW I-HR FIRE RATED POST FOR 4" WALLS 32.5 S.F. 45.6 S.F. WOOD FRAME (L.G. STL. (MIN. (2) 2"x6" STRUCTURAL 446 of FLOOR AREA WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. D O NEW 2-HR FIRE RATED N �'' >' O WOOD FRAME (L.G. STL. NEW PLUMBING WALL L z O WHEN APPLICABLE) A N p- 'C� -`Ld d' p O LO I 22: py2:' 1-5 It ' O � � X � N O O O 4- C' cu FLOOR PLAN NOTES Q O DOOR NOTE: OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 6 NEW INTERIOR WALL CONSTRUCTION (TYP.): 6 ' ON PLANS BY 'JELD-WEN' (OR EQUAL). O I. 2"x4" STUDS ® 16" O.G. w/DEL. TOP PLATE P SED 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2. 1/2" GYPSUM BD. WALL FINISH OM ON PLANS BY 'THERMATRU' (OR EQUAL). 5. MIN. R-15 BATT INSULATION m AZBA!THf % n 3. NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESI6NATION5 4 DOOR SCHEDULE. I NEW I-HR FIRE RESISTANT CEILING CONSTRUCTION O 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR O PROVIDE (2) LAYERS OF 5/5" "DENSCLASS" FIRE - WALLS, U.O.N. :, MODIFIED 5. INSTALL AS PER MANU SPEG.'s RATED 5HEATHIN6 BY CEORGIA PACIFIC (OR EQUAL) O 6.PROVIDE (2) 2"xi0" HDR., U.O.N. • JOIN PANELS AS PER MANU. SPECS (ASTM E 136) _ EXIST. -I. SEE PAGE 6-003 FOR ALL OTHER FRAMING [RATIN6 A5 PER 2020 NYSBG TABLE 122.6.2(U] O UNFINISHED GARAGE SLAB ELEMENTS AROUND DOORS (TYPE FOR ALL) U.O.N. PROVIDE 5HEATHIN6 AROUND DROPPED BEAMS 44-�2104 MECH. ROOM ABOVE 1 J HEADERS AS REOV STAIR 4 RAILING NOTE: PROVIDE FIRE RATED SEALANT ALL SEAMS BY "3M" O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. ISO" (OR EQUAL) 5 005 Is PROP. Tr - RISERS SHALL BE CLOSED • FASTEN AS PER MANU SPEC.'S I GI_ in 2. GREATE5T RI5ER HE16HT IN A FLIGHT OF STAIRS SHALL • INSTALL ALL AS PER MANU SPEC.'S 14 S.F. UNFINISHED -, M NOT EXCEED THE SMALLEST BY MORE THAN 10'-Sy2" rl 9 - 1 1 1 3. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST b'-8".. NEW EXHAUST FAN SHALL BE INSTALLED WHERE 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTH5: O VENTILATION 15 NOT MET BY MEANS OF NATURAL 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MINI. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION PROPOSED """"'" ' 4.2E BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN.. 405.5.2.5; INSTALL AS PER MANU. SPECS RECREATIONAL 006 / 1 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. F 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN HAS ROOM I PROP. v I-HR. FIRE RATED ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR O INTERIOR WALL CONSTRUCTION: +6 8.3 S.F. m EXI5TIN6 COLUMN �1t OR MORE RISERS, AND WHERE 5HOWN ON PLANS. CONSTRUCT PER UL DE516N NO. U301 IN CONFORMANCE w/ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED UL 263 5TANDARD5;PROVIDE (1) J" DENS GLASS FIRE - WALKIN6 SURFACES LOCATED MORE THAN 50" ABOVeE RATED 5HEATHIN6 ON BOTH SIDES OF WALL. WHEN WALL FINISHED FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. CONTAINS OPENING,FIRE-RATED CONSTRUCTION SHALL / / -1. 36" HIGH GUARDRAIL 4 SPINDLE SPAGIN NOT TO INCLUDE HEADER, WALL-SPACE ABOVE OPENIN 4 POSTS. 3-� - ALLOW PASSAGE OF A 4 4) SPHERE;36" HIGH G, � � 2�-5y2�� HANDRAIL. b. GRIPPABLE RAIL AS PER CODE. ! 6 I Q 9. RAILING TO BE WOOD. SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOORS: 2 SMOKE DETECTOR / GO DETECTOR NOTES: FILL INTERIOR WALL5 4 FLOORS WITH INSULATION TO PROVIDE -cV O3A SOUND TRANSMISSION GLASS (STC) FOR AIR-BORNE NOISE OF 001 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT � I SMOKE / CARBON MONOXIDE COMBINATION DETECTOR: NOT LESS 50 AS MEASURED IN ACCORDANCE WITH A5TM E c10, i- 3 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. HIGH EFFICIENCY LAMPS: • 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES - PROP. UTLITY SHALL NOT BE REQUIRED WHERE EXISTING ALARMS NOT LE55 THAN g09Y� OF THE PERMANENTLY INSTALLED LIGHTING 5M/GO Q � 003 ARE NOT INTERCONNECTED, AS PER NYS R314.4. FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER m 55 S.F. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED,AND 2020 NYS EGG R404.1 6 PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. 4.5MOKE /CO DETECTORS TO MAINTAIN 5' MIN. HOT WATER PIPING INSULATION: HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCT'S MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE 4 OPENIN65 TO BATHROOMS W 5HOWER OR TUB. INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE 5. INSTALL ALL AS PER MANU. 5PEG.'s FOLLOWING CONDITIONS PER 2020 NYS EGG R403.4 4 R403.5: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING by2" IN COMPLIANCE WITH LOCAL CODE FLUIDS >IOS°F OR <55°F (R403.4) j NEW PLUMBING FIXTURES: 2. PIPIN6 J" AND LARGER IN NOMINAL DIAMETER O4 ALL NEW PLUMBIN6 FIXTURES TO COMPLY WITH PG 405. 5. PIPIN6 SERVING MORE THAN (I) DWELLING UNIT PLAN NOTE: SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. 4. PIPIN6 LOCATED OUTSIDE CONDITIONED SPACE y EXISTING GRADE SLOPES SOUTH (HIGHEST) TO 5. PIPIN6 FROM WATER HEATER TO A DISTRIBUTION MANIFOLD i N NORTH (LOWEST) 6. PIPING LOCATED UNDER A FLOOR SLAB O MORE THAN 50% OF EXTERIOR FOUNDATION O5 1. BURIED PIPIN6 WALLS ARE < 6'-0" IN HE16HT NEW FLOOR: 6. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS I. NEW FINISHED FLOOR PER H.O. SELECTION OTHER THAN DEMAND RECIRCULATION SYSTEMS. G I 81'� S.F. GOND I M ONED FLOOR AREA SCALE: 1/4" = 1'-0" D O i 0 N z I0'-oy2" 2" DOOR SCHEDULE 0 l' DOOR �� MATERIAL U �--- FIRE RATING TAG DESCRIPTION M;ANUFAGTURER p -a 45 MIN. RATED NOTES =ry WIDTH HEIGHT 3 SELF-GLOSINb ® �_ X W tV H FIRST FLOOR UP PROPOSED STORAGE ��� FINISHED 4 PROJECT: 101 SINGLE SWING JELD-WEN OR EQ 2'-6" 6'-b" �I • I� [� b'c0' GL XIS - - CONDITIONED �r �_� 6H . Room/ EXI D IN /d; 155 S.F. /BASEMENT CO NSTANTI N E - b ITC EN 1 001 SINGLE SWING JEILD-WEN OR EQ 2'-6" 6'-15" a" 41-jy RESIDENCE 002 DOUBLE SWING JEILD-WEN OR EQ 5'-0" 6'-b" 005 SINGLE SWING JEILD-WEN OR EQ 2'-6" 6'-8" DWELLING-GARAGE SEPARATION: 1050 INLET DRIVE PROVIDE THICK (MIN) GYPSUM 004 SINGLE SWING JEILD-WEN OR EQ 2'-0" 6'-8" • BOARD AT GARAGE WALLS AS PER NYS R302.6 MATTITUCK, NY 11952 � 005 SINGLE SWING JEILD-WEN OR EQ 2'-4" �� m NO PROPOSED WORK � MDFD. GARAGE DRAWING TITLE: Cob --]F-51NOLE SWING JEILD-WEN OR EQ 2-4 b-8 PROPOSED FOUNDATION PLAN E T. IN Ao PROPOSED FIRST FLOOR PLAN EXI BE:Di�00 P10M _ RIDGE HT. XIS r ! EDR O `r 6'O" GL6. _ 8' GL CHT �G 'O 6. 3'-3Y2 PAGE: " HT. m / A-10 lim DATE: 10/22/25 5 OF 6 D 2'-01. i is - 0 -.� er fi RCFOSE1D FIRST FLOOR PLAN L L N 1,205 S.F. GOND I TI ONED FLOOR AREA; 1,415 S.F. OROSS FLOOR AREA SCALE: 1/4" = I'-O° , M� rIr 3 1 J 6Lm 1 � 1I1 '• -.a