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HomeMy WebLinkAbout48584-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT `un TOWN CLERK'S OFFICE " SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48584 Date: 12/13/2022 _.....�. Permission is hereby granted to: Stack.,.John _ — ........... .. .... �vv..._.... 7825RNassau Point ._.. _ d OX 1296 Cutchogu. ... �.... _��._... ......t .. , .... ... �.___... �m. .. _ ... . ._ ...... ..m_.m e NY w 11936mmmmm To. Construct an accessory detached garage to an existing single family dwelling as applied for. At premises located at: 7650 _Nassau mPoint Rd, Cutchogue _.. ..._ _.......� .... SCTM # 473889 Sec/Block/Lot# 118.-3-4.1 �....._�..... ............. ....�......... _.... ........... �_... �.._..��.......�. 102 Pursuant to application dated 10/7/2022 and approved by the Building Inspector... To expire on _.__6/13/2024, m Fees: .._m. . ... _ .n..� ��.. ACCESSORY $599.60 CO-ACCESSORY BUILDING $50.00 Total: ... �$6 mm......._ _.. 49.60 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT �d Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502��1a : �� xr . atl�toiciowr,n . o Date Received APPLICATION FOR BUILDING PERMIT CDC For Office Use Only ' D PERMIT NO. Building Inspectors �. 14 i�1�22 Applications and forms must be filled out in their entirety.Incomplete BUILDINGD� applications will not be accepted. Where the Applicant is not the owner,an � OWN OF SOUrHOLD Owner's Authorization form(Page 2)shall be completed. w Date:3/20/22 OWNER(S) OF PROPERTY: Name:John Stack & Patricia McCaffrey scTM#1000-118-3-4.001 Project Address:7650 Nassau Point Road, Cutchogue, NY 11935 Phone#:(646) 519-1093 Email:jackstacknyc@gmail.com Mailing Address: 1160 Park Avenue, Unit 9B, New York, NY 10128-1212 CONTACT PERSON: Name:William Barba Mailing Address:PO BOX 90, Blue Point, NY 11715 Phone#:(631) 560-7908 Email:wbarba@bardarch.com DESIGN PROFESSIONAL INFORMATION: Name:William Barba - Barba Architectural Design, PLLC Mailing Address:PO BOX 90, Blue Point, NY 11715 Phone#:(631) 560-7908 Email:wbarba@bardarch.com CONTRACTOR INFORMATION: Name:Thomas Downing - Coastal Management LLC Mailing Address:26 Old Riverhead Road, Westhampton Beach, NY 11978 Phone#:(631) 288-1226 Email:tom@buildcoastal.com DESCRIPTION OF PROPOSED CONSTRUCTION LJNewStructure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: El Other $500,000 Will the lot be re-graded? ®Yes []No Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to R-40 this property? ❑Yes �No IF YES, PROVIDE A COPY. I 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 orfor 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 State Penal Law. Application Submitted By Willi m Barba BAuthoriaed Agent ❑Owner Signature of Applicant: mate: »31 , 12 - STATE OF NEW YORK) COUNTY OF !S:T William Barba being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Architect/Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this d, y of r 20 � blic- State of New tart PUbIIC JUSTIN E HILLMAN York Notar, Pu No.01W6178965 �g ty Qualified in suf-05 De u 7, PROPERTY -'I O@ N Y C om mission Expires Dec i,p 2023 (Where the applicant is not the owner) olnat 7650 Nassau Point ®ad Cutchogue, Nle 11935 do hereby authorize 1/ iIIiam Barba to apply on ma Ito the Town of Southold Building Department for approval as described herein. Owner's Signature Date r Print Owner's Name i 2 Town Hail Annex ° aw a Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 9/16/22 Owner: John J. Stack and Patricia M. Stack Location of Property: „7650 Nassau Point Road, Cutchogue, NY 11935 Please t ke notice that the (check applicable line): New commercial or residential structure ...��. Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) „w w Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) > Floor and roof firamux (FR) f Signature: IUame lncrcnn cnihmiffinn Chic fnrml- William Barba. AIA Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Client#:9990 COASMAN DATE(MM/DD/YYYY) ACOPU, CERTIFICATE OF LIABILITY INSURANCE 9/16/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFI(3ATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:mmITITITITIT � the _.. _..............__... m ..__....._m .....__ er is If the certificate holdan ADDITIONAL... INSURED,the olic lyl es must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER N E;CT Commercial Support _ Ed ewood Partners Ins.Center H NE Ext r 9 631 90 9700 O lA/Ca Na a 631-390-9790 40 Marcus Drive EMAIL AOmRA :certificates@cookmaran com 3rd Floor INSURER(S)AFFORDING COVERAGE NAIC# Melville, NY 11747 ........._ XXXRA Southwest MarineWB General Ins Co � 12294 INSURER A INSURED INSURER B:General Casualty Company of WI 24414 Coastal Management, LLC . .................. ._ 26 Old Riverhead Rd. INSURER c ... ...., �.... __— Westhampton Beach, NY 11978 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LNTSRR D L SUV R _... F O.EX POLICY EFF' POLI LIMITS TYPE OF INSURANCE POLICY NUMBER MINI/OD9YYY MMfD „„„„„„_,,,„„ IT.. A I GL2021 LHB00393 1 COMMERCIAL GENERAL LIABILITY � RRENCE $1,000 OOO 0/13/2021 10/13/202 'EACHOCCURRENCE CLAIMS-MADE II X1 OCCUR PIPFfuIW.^. 'S(rza4000�OUO T IN + ME EXP(An one person) $5, 000 BI/PD Ded:2,500 ...y... "W...r PERSONAL$ADV INJURY $1 17 =1000000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2 000,000 .n... �... — ...DU 7 LOTIIIER: CY�ECOT LOC GG $2,000,000 PRODUCTS-COMP/OP A $ ...._.. ................ .... ..— ..............._........ . .......�........................... ....... . .. AUTOMOBILE LIABILITY BCA000551100 10/13/2021 10/13/202 COMBINED 5INt71.E LiA,tlT 1,000,000 B Era idrt Ertl).. .....-.._. $ ANYAUTO BODILY INJURY(Per person) $ OWNED AUTOS LED RODOIPLYRITNJYUDRY GerEaccident _. .... SCHED AUTOS ONLY ) $ X AUTOS HIRED NON-OWNED $ AUTOS ONLY AUTOS ONLY .. bderad7 ”"""" -• Pea'a .._�_.�.-.. A.." UMBRELLA UAB X OCCUR � EX2021 LHBOO119 10/13/2021 10/13/2022 EACH OC ., CURRENCE,,,,,,,,,,,,,,,�m$4,�Op0�000 X. EXCESS LIAB CLAIMS MADE AGGREGATE $4,000000 mm DED: RETENTION$ ....._..".. WORKERS COMPENSATION 1 AND EMPLOYERS'LIABILITY Y/N .�LPER _..T./?U?�." $"""'"' ""'""""""""'""" ANY PROPRBETORJPAIRTN'ER/EXECUTIVE E.L.EACH ACCIDENT $ OfHCERFMEMSER EXCLUDED? N/A _... ......... (Mandatory in NH) 'EwL DISEASE EA EMPLOYEE $ ..... If yes,describe under DESCPTION OF OPERATIONS below E.L.DISEASE POLICY LIMIT $ RI DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION The Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S4285563/M3261846 RH002 /70N*N41 New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 51 A^"^^^ 202648957 COASTAL MANAGEMENT LLC 26 OLD RIVERHEAD ROAD WESTHAMPTON BEACH NY 11978 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COASTAL MANAGEMENT LLC TOWN OF SOUTHOLD 26 OLD RIVERHEAD ROAD 54375 ROUTE 25 WESTHAMPTON BEACH NY 11978 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2120 126-4 254493 04/01/2022 TO 04/01/2023 9/16/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2120126-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT i iSUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:639826224 U-26.3 m = � = oo imp Q8 ZB — rq soawtz! m �w< v O z (n o pQz2o OWN z +� �a4 Rig G G U3 ig! awn 11 ilia 51 M H a ss i ri w�aao a 11 lid, its 5 Y W �w f� M 4�— ow - 61 I p N3 I 3 i 3 SS I i -•m 1 @Mq4� � .:, `y�,z_"'�'"�!-C.4�"�- �' � ,n g o N 4 0`1 R �'•".` g 0.w � � ,gyp h i/�w �i. p w r N - W 11c,o J w i Q i 1 r ao4ti 4 J 8 t3�0 IH Yar'� �i U \ e J 6rspuo�d a1�5 pasodo���s6ui,xo�p a�oikuo�\6mp�ini.��pooy�uiod n.soN 059E 000'88ttZ�-d u�d5n-�n —�in� Fi tlac -4 q�53 s5c� ys //,?. -- 3 - KEYED NOTES: AI PROVED AS NOTED 1,7.1131a -)- FOR PERMIT C rE B.P.#-� . � 7 BY . ` ' 'L v BUILDING DEPARTMENT AT --2 8 AM TO 4 PM FOR THE DRAWING LIST ;':^JING INSPECTIONS: Sk"*NL4Vbex Sk"*Naww ;NDATION-TWO REQUIRED POURED CONCRETE r-1 TITLE SHEET -H-FRAMING,PLUMBING, -4PPING. ELECTRICAL&CAULKING 4N-1 GENERAL NOTES - ,)LATION GN-2 WINDLOAD UPLIFT REQUIREMENTS �@5, ..M.-.. -,— - �,L CONSTRUCTION&ELECTRICAL , ,ST BE COMPLETE FOR C.O. SITE-1 srrE PLAN i JNSTRUCTION SHALL MEET THE \; . IREMENTS OF THE CODES OF NEW A-104 DETACHED GARAGE k ,. } ! STATE. NOT RESPONSIBLE FOR 7. L, ,iGN OR CONSTRUCTION ERRORS. A-203 GARAGE ELEVATIONS&SECTIONS a -11\ `rf I ,jr , * ,,, L"' ry III A-502 GARAGE RENDERINGS . i "I " ."�";��-" �k, �V\ , �,� I I ! � A-602 GARAGE SCHEDULES a` L'. .._r_..-. . -''I../ f r°"�`1" \ ..", — S-104 GARAGE STRUCTURAL S-200 STRUCTURAL NOTES 5-20]. STRUCTURAL DETAILS E-104 GARAGE ELECTRICAL ,I [ � � Im �t'7�!�� --I , Fi-;- k�� 11 ��`l 1-7" [71'�-,,--�,/,-;�-�,,�,�'lr F,-4�N'I/Ll- /-;- F (0�- 1 7�- 10",'�- * r-, 11 11 F;;� /,-�m�� - D E S. I J �, --lj U L G P L L C., z D PCEV ❑ I ! ) 1 ► t ' / z I__ 0 OCT — 2022 fr7 H .. rMT — 7 ( 7- 1� Y. '�1IT,�r ter, �•T. )) I F .*� /,a\ I 1 "`-�l " T "- -.a z I. mml - �. 0 u El -L 'jt �4 01I - I I 0 m m 0 1 mug -w-" 1-101 -w r h 0 1 1K -lr wOG U y y � SSAU PO '"' NT "" "'k OAD CUTC1 .1 7650 11935 C7 LANDSCAPE ARCHITECT: z GRANT WELLMAN DESIGN Ca 1255 EAGLE RD Q WEST CHESTER, PA 19382 -.ham @'M'` "p # F1 ", �, ... _ _ - , ' ;n. !, - 813)318 2525 " pR `,r:. ,.'iF P y-x i ';q`'" 'a(' ", :' P",.,s e!` �' ,�lY ts., _ • . ;� r ` , A`- ,- :E# + S° h a'7, fie T M, ,4 <}�, Ya ,+A`" . •, SURVEYOR/SANITARY ENGINEER: ` .},f:. ;ly C � _ e�.y'S, P i,.+'., '1*r n"�,4'. ` a , 'I °j ,ry , y, :.,ACy° "ft' "4!'' -. cn `� w; �4y" h. *. F h� S ��i �f { :�' ✓ ,� L.K. McLEAN ASSOCIATES .` 1.A `", Y9k9t, g, - ayi, O'+t" ,�F.k` 4:, -Y' f 9' '• ; 9aFA' t ..4' f't°�'"'yY. -�,, �EJ-' , '�V `�„�" .;�,a�, :3 - ,w " :: °w ;I< -7=: �-� _ _ �' ' � •1 ..a" `r,.� fr' ,r , ,."'a'�` •,;, `� �. -�„r�y'{ - 437 S COUNTRY ROAD r'—r yl` y e�'"gy,-'a„ '" m t,- - -K' ' 'Yh' ,¢' y ii ", .y,.y .kA S. ,',, v�t, �`4"',, - : , W ` ,,'*r b .R, ' . x ', $ 'a _"'�"n%,� ,Yf '1� M-, tt a p :i,ep r. :^ - �;„ A. r, ��.' ;,�" ,• ;= BROOKHAVEN, NY 11719 x, "v"wn,Y +4 �y„ "�,.. 'Y'p,�'..' �"y q V .}1.0"'%M, yi~'S,�. .q " Y, 1 1 $'F `>�r',. r " - �l w a w< e b u. tt,,, r ,�a .-" ,Ny �> '-11 (631)286-8668 V iw...,A A aI ,, z"I "A a�4 3 . I d w .* 3. . ;yr i'1 a. s': .r'- #d _ *:• °c.r '.:.''t� ;,,.+y ,a •,b yr, ,r► ,ga _ Ir Q a - `�� .Y^ g I '� `A '; GENERAL CONTRACTOR: a ,, ; 'A":" 'y 'r & "' `��-w .w '"�a �•: '«„v.'e- ':Af. e "., .,,r 9 ,,+ ;.r ?. ,..' 'I :J"`'»,�, "b- ,:r,. _ .. Z a , T" i s �, �a ti. ,/ �� _r er.". ,,,, , w :� 3 " H ti I�", .r+, i' �1 �° COASTAL MANAGEMENT LLC. �`TM - � ,'• �, �: , „, q 26 OLD RIVERHEAD ROAD > `4' .,.': .B'� "Yau u '.4 ,„lr a' ''.�; `` y .. - ,Crpy-r ak +,5 �';,. •ID ,,It`,.'•..a, �.w.. n,r' - - v - ''► '�. . .. 3 ,. i ,d�-'t► �, ,, a ' WESTHAMPTON BEACH, NY 11978 rr---�, 5*,'%M •,M"it {b E'•.+>"'x J h Xy. .Y p `A. ,.T' \ '1, i ^'' j'`�-A xi's ,;p1 :':a A' -fd:.a Ind - -y x ,y,� .. � ti 'i9,'9. .9�' „b `T .'♦ �5. a�`,.t: '1• a,..!' P y n'1" f': fi ,,,"" I, , , F /p �,,, ''*,,:.,,.,, '"Y,:.. .. a,a,a • , §`'`yy°' s'S a f des, y *r d" :•e i' 'S"9 y:„" "a,'* .. - _ K' (631)288 1226 „ i iI` .xt w1MR '•: ° « 4, ,� ;-,r`, f� � 'r {_q Y a � �, # ear. "�" y,�'w.i t C/] -!'b ?� i' �� - VT ',"R".1�. # ,,AaK,"�*'Pt „+. '""d'{' .a r-^}* Sat ,k,r ""' �'•zw .. )II E-.. fw, -"r,- ..bt •§' tC 'w .Et �f. -.H'Av . e" .,..A% .5 ',! :�"`' P$'` e' *;4.,, ,£ '+.G 11 �xp v,nk 'n, 1 ,"$.,, v,.t.a r4 € ,y, ;�<na�}. 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Wm ..,: b m r� ° r, f'Y�:t ! ,"aA%:.1'i j, ri.t�.d`t. '_ ' :$ 2133 �,`� ZF A�a DATE C?\ \y��pm J. @q� /�C� 10/04/22 . ` � ,' DRAWN BY Al � kk -� ," A ' BB �, . --- i, ��e j� �--< `, w �t z SCALE `S`` 0��?n! 4C , �'i. AS NOTED -.1,0'= (',tr`�44 Ir - � � 0 w DRAWING TITLE DWG No. -- � - R I C ,<,. E I IN", C 0 t— z TITLE SHEET T-1 0 0 w �- I I I 1 Z . KEYED NOTES: I FOR PERMIT SITE DATA TOWN OF SOUTHOLD 'R-40 ZONING SCTM*5000-118-3-4.1 PRINCIPAL SUiLDING GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN so'FRONT FLOOD AIR FREEZING 15'SIDE MIN SNOW DESIGN DESIGN UNDERLAYMENT ANNUAL 20'SIDE COMBINED National Flood Hazard Layer F I RM ette Speed Topographic Special wind brie z rn Frost line HAZARDS INDEX ,.,��,, LOAD CATEGORY Weathering Termite TEMP REQUIRED TEMP sa REAR '+� FEMA Legend (mph) effects region debris zone depth �r 3S(2 STY)HEIGHT 72°26'4S"W 41*0'3"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT 20 LBS 130 NO 500 YES C SEVERE 36" M-H 15 YES AE-7 1500 OR< 50.8 20%LOT COVERAGE " Without Base Flood Elevation(BFE) :area vacs ACCESSORY STRUCTURES i ` 4 }` ZbtiePEi a „ With BFE or Depth Tarn At,An,AH,vE,AR » (EL11fFeet} SPECIAL FLOOD so FRONT + e 1 HAZARD AREAS Regulatory Floodway LOCATION MAP CIRCLE INDICATES 1-MILE RADIUS 15'SIDE MIN r .!♦B�. - • �-_ _ 15'SIDE COM6INED r _ 0.2%Annual Chance Flood Hazard,Areas STACK RESIDENCE ' e t °".A ..•1 � # . 151 REAR 7650 NASSAU POINT ROAD,CUTCHOGUE,NY 11935 'u rAsr rq�"€ fi' 3' _ a e of 1%annual chance flood with average # # iy;`1 depth less than one foot or with drainage N areas of less than one square mile zone x SITE AREA 4 00 SF EAQF MINIM.Al FLC3OD'HAZARD Future Conditions 1%Annual King Kullen . s a7 " � Chance Flood Hazard z n x ,F r... :q r Area with Reduced Flood Risk due t0 .'. EXISTING LOT COVERATE 10.397(20%MAX) Levee.See Notes.z,,,,e r = a » OTHER AREAS OF Santa's Christmas{ + 11 r 4`` a '� ! FLOOD HAZARD ^- Area with Flood Risk due to Leveez, .D Tree Farm Li`p Sku,k�n I 2 STY HOUSE 1,554 SF SHEDS 264 SF p NoscREEN Area of Minimal Flood Hazard zw, r GAZEr30 • 90 SF ♦q f SuhrU Wines�" °°,. � GARAGE 294 SF r r "" ► © Etlective LOMRs ¢ "' 2,050 SF r w' OTHER AREAS Area of Undetermined Flood Hazard:,,,,n n d IN-GROUND POOL 900 SF Cutchogue GENERAL — Channel,Culvert,or storm Sewer 2a F � (. q TOTAL 5,062 SF(9,740 SF MAX) J 4 x STRUCTURES 1111 l 1 r Levee,Dike,or Floodwall , ✓ ' j q`- ,s` ri Vineyards I Chance ? &wine `' North Country < -. PROPOSED LOT COVER-ATE 13.65 0(209 MAX) "a zoo Fork Count Club „ +SOl1L�l0Id Cross Sections with146Annua ante Iporanl�clos d y M1, n s » Water surface Elevation EXISTING HOUSE 1,554 SF ♦7.5 a f i �6Q$1 " a c sflf P�1`L� e- - - CoastaiTranseet Ards t;;ri p,, l 4 0 „t " ADDITION 11000 SF y` ' (ELr9 Feet)e -o-a »Base Flood Elevation Line(BFE) f f GARAGE(NEW) 766 SF e Limit of Study 1 n SHEDS 80 SF Jurisdiction Boundary ' GAZEBO 90 SF ;l t .—••— CoaStaiTransect Baseline #+ DECK 2,260 SF t� s A (EL'`6Feet} t OTHER �_ Profile Baseline is iN-GROUND POOL 900 k -' f* t s y w:'.�^• a FEATURES H dro ra hicFeature j y SF Z `, ro, Y g P Old Cove Yacht Club it c'^ px .I" °a.�"".y► ',"r °�,�'. ',r''' - `f _ P ;, z6 TOTAL 6,550 0 �w s `^`."►"� SF(9,740 SIC MAX) ♦ ror.!r"'v'♦ - i T.. ""w,.v„„ n o ;'r,"j- °`q„'„ `C :r ,• •�.•:w. ..„i,.,..,-.� - (~ 1. f C Y4r# 1 1 ! !a'.„t f Digital Data Available tv 'tkaF ,ti' e No Digital Data Available " M ,: : . _� i Nm Suffolk Ave 2 - - {{{. F 'r Pw okA,,New Suffolk o 1 .r r I MAP PANELS Unmapped s - Do 'tg m c d q O The in displayed on the ma 1s an approximate t. V PP� PP •,`,,, y point selected by the user and does not represent an authoritative property location. Z " ' - ` ;t;d•t f' �� "�•,,'� •" 'p"' -"%', , f "-,w This map complies with FEMA's standards for the use of /f - -. ' sy# \ digital flood maps it it is not void as described below. , The basemap shown compiles with FEMA's basemap accuracy standards ` The flood hazard Information is derived directly from the authoritative NFHL web services provided by FEMA.This reap j was exported on_V19/2021 at 5:01 PM and does not reflect changes or amendments subsequent to this date and Z » time.The NFHL and effective information may change or �kx' "' w be�omesu superseded new data over time. „;_,...._ z , Zc l✓,I k. . P r �� �~ + erg. r `_ p �.. ' °,. A s" ` ' .' « + '' *' s (( 1 £e )% This map image Is void Ifthe one or more of the following map A. + ++•• .r�` elements do not appear,baseman Imagery,flood zone labels, legend,scale bar,map creation date,community Identifiers, 72°26'7"W 4U°59'36•'N FIRM panel number,and FiRM effective date.Map images for Feet 1.6�000 unmapped and unmademized areas cannot be used for 0 250 500 1,000 1,500 2,000 regulatory purposes. Lj Basemap:USGS National Map:Ortho)magery:Data refreshed October,2020 Z w V O M Z o� v Ix Z O ISSUES / REVISIONS DESCRIPTION DATE No. Z ISSUED FOR BUILDING PERMIT 9/21/22 1 w i O a w { W Q 309.64'— — — — N - - - - - _ '— 0 Oii C EXISTING SHED S86° 34 C — DEMOLISHED IN r75 W ENTIRETY EXISTING O � — — / SHED W _ _ ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO ❑ �` / '-- -- T— PROPOSED D]Z/VEW,4Y THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO A MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON / —� �— —� -- ''^r.,.,. =•+n I LAW COPYRIGHT OR OTHER RESERVED RIGHTS 1*4 New Construction V ° / RFggY S� ,' i �, _ _ I Stack Residence x �9°S �� I I Detached Garage �Te PROP.2 STY ^ I PROP.2 STY g GARAGE I ADDITION I 765o Nassau Point Road n OEXISnNG EX6VN6 GARAGE GAZEBO DEMOLISHED IN ITS _� I Cutchogue, NY 11935 ENTIRETY I cc z /) GENERAL SITE NOTES: '', w l ,. .• " :i 'y ' O1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON / I C n APPROVED SITE PLAN. ARCHITECTURAL � [_] 11 ° DESIGN, LLC N 2. ALL SITE WORK SHALL BE PER SOIL ENGINEERS / cq Q (}� N RECOMMENDATIONS.CONTRACTOR TO COORDINATE PO BOX 9o,BLUE POINT,NY 11'715 BARDARH.COM W I //'1 - ALL o Q TEL:(63i) 560-79o8 wbarba@bardarch.com EXISTING IN- I p cY W W 3. STAKE OUT IS TO BE PERFORMED BY A LICENSED �00 GROUND POOL I lS Q a I W �� SURVEYOR.STAKING AND LAYOUT ARE TO ESTABLISH ALL LINES AND BENCHMARKS.VERIFY ALL GIVEN DATA / UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS w AND DRAWINGS.IN CASE OF DISCREPANCY,RECEIVE DOCUMENT IS A VIOLATION OF NEW YORK STATE CLARIFICATION FROM ARCHITECT PRIOR TO 0 Q I PROCEEDING. LAW• 4 EXCAVATE AND BACKFILL FOR WORK ON DRAWINGS.I STOCKPILE ALL EXCAVATED MATERIAL.NEW AND JOB NO. — — — — — J W EXISTING BACKFILL MATERIAL AND TOPSOIL ARE TO BE 2133 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — <5O`-O" FREE OF WEEPS,TREE ROOTS,ROCKS AND DEBRIS.ALL Fa,[I3 N fJ SURPLUS MATERIAL THAT IS UNSUITABLE FOR BAGcFILL DATE Cj��i sA J. e C�j� MATERIAL SHALL BE REMOVED FROM THE SITE. \p e / M FRONT YARD SETBACK D S. PROTECT ALL TREES WITHIN 8'-o"OF T'HE BUILDING• 1/14/22:10 - — %,.,, — _ 6. PROPER APPROVALS MUST BE OBTAINED BEFORE DRAWN BY t "�:VI -� — — — — — — — — — — — COVERING AND EXCAVATED WORK BB 7. BAGKFfLL IN 6"LIFTS.(ALL EXCAVATIONS SHALL BE 0 N CARRIED INTO S8"OF UNDISTURBED SOIL.) z SCALE R a as��a� 410.0 0 C°5 ' § AS NOTED : n- S. DO NOT PROVIDE OVER BACKFILLING FOR 8"OR 1-o" < POURED CONCRETE FOUNDATION.CONTRACTOR SHALL Ir VERIFY SITE SPECIFIC SOIL TYPES AND SOIL PRESSURES, 0 AND VERIFY ALLOWABLE FOUNDATION LOADING PRIOR J TO BACICFILLING°ALL SHALL BE PER NEW YORK STATE U C LEARWATE R LANE DRAWING TITLE DWG No. n SITE PLAN RESIDENTIAL BUILDING CODE. U) 1 1�� = 2O�'Or� 9. STEP FOOTINGS WHERE ELEVATION CHANGES,ONE ° SITE PLAN SITE-1 VERTICAL TO TWO HORIZONTAL AS SHOWN ON O DRAWINGS OR WHERE ENCOUNTERED 501L OR FIELD 0 GRADE CONDITIONS REQUIRE CHANGE iN FOOTING LLJ ELEVATIONS. O Z KEYED NOTES: NE AL NOTE : ELECTRICAL NOTES: FIRE NOTES: IF O R PERMIT NOTICE OF UTILIZATION OF TRUSS TYPE ABBREVIATIONS AND syMBOLS: 1. THE INTENT OF THE DOCUMENTS IS TO SHOW NEW CONSTRUCTION ONLY.60 SHALL PROVIDE 1. ELECTRICAL FIXTURES&COMPONENTS ARE TO BE LABELED IN ACCORDANCE WITH SECTION 1. R3oZq.2 SMOKE-DEVELOPED INDEX:WALL AND CEILING FINISHES SHALL HAVE A SMOKE- CONSTRUCTION, PRE-ENGINEERED WOOD ALL REQUIRED DEMOLITION AND REMOVE ONLY THOSE EXISTING ITEMS REQUIRED TO E3303.INTERRUPTING RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH SECTION E3304. DEVELOPED INDEX OF NOT GREATER THAN 45 CONSTRUCTION AND/OR TIMBER ALUM ALUMINUM ACCOMPLISH THE NEW CONSTRUCTION AS SHOWN.RETAIN OR RELOCATE THOSE ITEMS NOT FOR EQUIPMENT WORKING SPACE AND CLEARANCE SEE SECTION E3305.ELECTRICAL 2. R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION:FLAME EARI SHOWN TO BE REMOVED OR WHERE CALLED TO BE RELOCATED. CONDUCTOR MATERIAL,SIZE,INSULATION AND CONNECTIONS ARE TO COMPLY WITH SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH CONSTRUCTION IN RESIDENTIAL STRUCTURES. BF 2. AL R L DESIGN,FABRICATION AND CONSTRUCTION WOK SHALL SE CONDUCTED IN SECTIONS E3506 AND E3307. SECTIONS R302.1 }0.1 THROUGH R302.10.5. IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265 BRJJ4 O BEARING G.J. CEILING JOIST ACCORDANCE WiTH APPLICABLE FEDERAL,STATE AND LOCAL CODES AND ORDINANCES 2. ELECTRICAL SERVICE LOADS ARE TO COMPLY WiTH CHAPTER 35.T 3. R302.10.1 INSULATION:INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR CL CENTER LINE INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 3. HE RATING OF UNGROUNDED CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTION E3502. RETARDERS AND VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL WFCM 2018 4. SIZING OF CONDUCTORS IS TO BE iN ACCORDANCE WITH SECTION E3503. ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS CO CEILING • RESIDENTIAL SUILD(N4 CODE OF NYS 2020 S. BRANCH CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE TO COMPLY WITH SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WiTH AN ACCOMPANYING SMOKE CONSISTS OF A CIRCLE 6"IN DIAMETER,WITH A STROKE WIDTH OF 1!2".THE SIGN CO CLEAN OUT/CASED OPENING • BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE AND CONTENTS CONT CONTINUOUS • ENERGY CONSERVATION CONSTRUCTION CODE OF NYS 2020 CHAPTER 36$38. DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 MECHANICAL CODE OF NYS 2020 6. ELECTRICAL GROUNDING SYSTEM 15 To COMPLY WITH SECTION E3s08. OR UL 723. SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE MATCHING Cr COLLAR TIE GMu CONCRETE MASONRY UNIT PLUMBING CODE OF NYS 2020 7. REQUIRED RECEPTACLE OUTLETS,GFI PROTECTIONS,LIGHTING SYSTEM OUTLETS ARE TO COMPLY EXCEPTIONS: (PMS)#187.WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, D DRYER A. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE IT MAY BE A PERMANENT NON-FADING STICKER OR DECAL.SIGNS NOT DIRECTLY ELECTRICAL CODE OF NYS 202o WITH CHAPTER 38.ENCLOSED ELECTRICAL WIRING IS TO COMPLY WITH TABLES E38D4.6(I) DfA DIAMETER 3. DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES SkaU,BE REPORTED,IN WRITING,TO THROUGH(1-0). FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER D.J. DECK JOIST THE ARCHITECT FOR CLAR.IFIGATION. 8. ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO COMPLY WITH CHAPTER 3q. NOT APPLY TO THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED RESISTANT MATERIAL. DN DOWN 4. WHERE CONFLICTS ARISE THE MORE STRINGENT CODE REQUIREMENTS IN SUBSTANTIAL CONTACT WiTH NTS SHALL APPLY. 4. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING,STRUCTURAL COMPONENTS THE UNEXPOSED SURFACE OF THE THE CONSTRUCTION TYPE Dw DISH WASHER 5. THE TERM'OWNER'SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES ARE TO COMPLY WiTH SECTION E3302. CEILING,FLOOR OR WALL FINISH. DESIGNATION SHALL BE FAI FRESH AiR INTAKE AND ITS A4ENTS OR REPRESENTATIVES. 10. THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,EQUIPMENT,AND APPLIANCES, B. CELLULOSE FiBER LOOSE-FILL INSULATION,THAT iS NOT SPRAY 6"Di "I","11","Ill',"IV"OR"1l"TO F.F. FINISHED FLOOR 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH ALL AND PERFORM ALL OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS.THE APPLIED,COMPLYING WITH THE REQUIREMENTS OF SECTION R:302.10.3, REFLECTIVE RED- INDICATE THE CONSTRUCTION TRADES SO THAT NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. INSTALLATION SHALL BE IN ACCORDANCE WiTH THE NATIONAL ELECTRIC,CODE,ALL SHALL NOT BE REQUIRED TO MEET THE SMOKE-DEVELOPED INDEX OF F.J. FLOOR JOIST 7. THE GENERAL CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF REQUIREMENTS PER AUTHORITY HAVING JURISDICTION.THE CONTRACTOR SHALL OBTAIN NOT MORE THAN 450 AND SHALL BE REQUIRED TO MEET A SMOKE- PANTONE(PMS) 187 CLASSIFICATION OF THE FR 4AL- RATED ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND HEATING PIPING AND RELATED ITEMS AND PAY FOR ANY PERMITS REQUIRED FOR THE INSTALLATION OF THE SPECIFIED WORK DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN ` ' STRUCTURE UNDER SECTION CW6 GALVANIZED PRIOR TO COMMENCEMENT OF WORK.ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY AND WORK REQUIRED BY OTHER CONTRACTORS.ALL ELECTRICAL EQUIPMENT SHALL BE ACCORDANCE WITH CAN/ULG CODES AND STANDARDS V 602 OF THE BCNYS. GWB GYPSUM WALL BOARD HD4 HOT DIPPED GALVANIZED G. FOAM PLASTIC,INSULATION SHALL COMPLY WL1H SECTION R316. -'�RELECTIVE OF THE CONTRACTOR. U/L APPROVED. .� �jil HDR HEADER 8. EXI5TIN4 DRAWINGS ARE TO AID IN THE UNDERSTANDING OF THE NEW WORK AND SHALL 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF RECEPTACLES,SWITCHES, 4. R302.10.2.LOOSE-FILL INSULATION:LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE ATE NOT BE DEEMED TO SHOW ALL EX(STIN4 CONDITIONS,NOR SHALL THEY SUBSTfrUTE FOR SWITCH OPERATED RECEPTACLES AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING MOUNTED IN THE ASTM E 84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL LV HEIGHT SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF j �112"STROKE LVL LAMINATED VENEER LUMBER FIELD VISITS AND SCOPE OF WORK 'F R, ��,'r-" MEM MEMBRANE q. VERIFY ALL FIELD CONDITIONS PRIOR TO EXECUTION OF THE WORK AND NOTIFY ARCHITECT 1.2. THE ELECTRICAL CONTRACTOR SHALL FURNISH CERTIFICATE OF INSPECTION ATTESTING SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CANIULG 5102.2. MF4'D MANUFACTURED OF DISCREPANCIES OR UNSATISFACTORY WORK. THAT ALL ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN COMPLIANCE WITH THE E CEPTION: SIGNS IDENTIFYING THE NTS NOT TO SCALE 10. PROVIDE ALL TEMPORARY BRACING,SHORING,FORMS,ETC PROVIDE ALL REQUIRED NATIONAL ELECTRIC CODE(LATEST EPMON). A. CELLULOSE FIBER LOOSE-FILL INSULATION SHALL NOT BE REQUIRED TO EXISTIANCE OF TRUSS O.G. ON CENTER TEMPORARY ENCLOSURES TO PROTECT THE NEW AND EXISTING CONSTRUCTION MATERIALS 1.3. THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL FIXTURES WITHIN PROXIMITY TO BE TESTED IN ACCORDANCE WITH CA,WULC 5102.2,PROVIDED SUCH DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL CONSISTS P.G. POURED CONCRETE AND EQUIPMENT FROM THE WEATHER To PROTECT THE UNALTERED AREAS FROM DUST INSULATION ARE 1/G RATED CANS APPROVED UNDER THE NATIONAL ELECTRIC CODE. INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS COMPONENTS THAT ARE OF TRUSS OF A CIRCLE 6"IN DIAMETER,WITH P.T. PRESSURE TREATED AND DEBRIS OF CONSTRUCTION. 14. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL RECEPTACLES WITHIN WET R30z.10.1 AND R3D210.3. A STROKE WIDTH OF 1/2".THE SIGN R. RISER 11. THE CONTRACTOR SHALL REPAIR,AT THEIR OWN EXPENSE,ANY DAMAGE OCCURRING AND/OR EXTERIOR AREAS ARE OF CFI OR WP GFI DESIGNATED CIRCUITS REQUIRED UNDER 5. R302.10.3 CELLULOSE FIBER LOOSE-FILL INSULATION:CELLULOSE FIBER LOOSE-FILL TYPE CONSTRUCTION BACKGROUND SHALL BE RP ROOF DRAIN FROM THE NEW WORK DUE TO EXPOSURE TO WEATHER OR THEiR MANNER OF METHODS OF THE NATIONAL ELECTRIC CODE, INSULATION SHALL COMPLY WITH CPSG 16 CFR,PARTS 120q AND 1404.EACH PACKAGE OF w REF REFRfGERATOR CONSTRUCTION. 3.5. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AND ENSURE THAT ALL EXTERIOR SUCH 1NSULATiN4 MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE WiTH CPSG 16 "F FLOOR FRAMING,INCLUDING REFLEAND C WHITE qV COLOR.THE 3.2. PROVIDE ALL REQUIRED CUTTING,FITTING AND PATCHING FOR THE PLUMBING, FIXTURES ARE RATED FOR SUCH APPUGATiON. CFR,PARTS 1209 AND 1404. GIRDERS AND BEAMS CICLE AND CONTENTS SHALL BE P_R. REQUIRED 6. R302.10.4 EXPOSED ATTIC INSULATION:EXPOSED INSULATION MATERIALS INSTALLED ON REFLECTIVE RED IN COLOR, SCD ROOF RAFTER MECHANICAL AND ELECTRICAL TRADES CONFORMING TO PANTONE SCIONS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 13. PROVIDE ALL REQUIRED MISCELLANEOUS ROUGH AND FINISH CARPENTRY,HEADERS, ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.1.2 WATT PER "R" ROOF FRAMING PLUMBING NOTES: MATCHING SYSTEM(PMS)#1$7. T TREAD LINTELS,BLOCKING,FURRING,TRIMMING,ETC. SQUARE CENTIMETER. TYP TYPICAL 14. PROVIDE ALL REQUIRED PLUMBING,VENTILATION,AND ELECTRICAL CONNECTIONS FOR ALL 7. R302.10.5 TESTING:TESTS FOR GRJT7GAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE "FR" FLOOR AND ROOF FRAMING WHEREA SIGN IS DIRECTLY UON UNLESS OTHERWISE NOTED 1. PLUMBING,SANITARY,COLD AND HOT WATER AND ALL OTHER PIPING SHALL CONFORM TO WiTH ASTM E 970. APPLIED TO A DOOR OR SIDELIGHT, APPLIANCES AND EQUIPMENT. ALL LOCAL,COUNTY&TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE VIF VERIFY IN FIELD 15. ALL WORK SHALL CONFORM TO LOCAL,STATE AND NATIONAL BUILDING CODES, RESIDENTIAL BUILDING CODE OF NEW YORK STATE,LATEST EDITION, 8. R302.11 FIREBLOCKING:IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE IT MAY BE A PERMANENT W WASHER Z 16, NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED BY LAW. PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS NON-FADING STICKER OR DECAL. W/ WITH CONTRACTOR FROM THE EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, PLEASE TAKE NOTICE THAT THE AND BETWEEN ATOP STORY SIGNS NOT DIRECTLY APPLIED TO 3. ALL HYDRONIG HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. WH WATER NEATER Q OR LOCAL CODES.THE DRAWINGS ARE INTENDED TO BE COMPLETE.SHOULD ANYTHING BE q., ALL WATER SUPPLY LOCATED AND THE ROOF SPACE. DOORS OR SIDELIGHTS SHALL BE WITHIN CRAWL SPACES SHALL BE INSULATED. (CHECK ALL THAT APPLY): WWM WELDED WIRE MESH Q OMITTED FROM THE DRAWINGS,NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED q. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING OF STURDY,NON-FADING, IT HEREIN DESCRIBED,IT SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY HE T LOCATIONS: WEATHER RESISTANT MATERIAL. Z FOR THEIR WORK. � NEW RESIDENTIAL STRUCTURE O ARCHITECT. 6. SERVICE WATER HEATERS AND BOILERS ARE TO COMPLY WiTH CHAPTER 20 AND CHAPTER A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED 1.7. THE CONTRACTOR iS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION 28.SEE AL � SO SECTION G2408(30. FOR CLEARANCE REDUCTIONS.SEE SECTION 6240q(309). SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: ADDITION TO EXISTING RESIDENTIAL STRUCTURE AND FOR SEQUENCES AND PROCEDURES TO BE USED. a. VERTICALLY AT THE CEILING AND FLOOR LEVELS. ® U IN ADDITION THE BOILER 15 To COMPLY WITH SECTION G2452(631). : HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3o4s MM) � b 18. RESCHECI<INFORMATION PROVIDED ON SHEET GN-:3 7. FUEL CAS PIPING SYSTEM MATERIALS,COMPONENTS,FABRICATION,ASSEMBLY, F_ 6.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPAMIIED WITH A WAIVER OF LIENS,S14NED BY INSTALLATION TESTING METHODS,OPERATION AND MAINTENANCE SHALL BE IN B. AT INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE Z ALL SUBCONTRACTORS AND MATERIAL SUPPLIER,IN ADDITION TO THE GENERAL ACCORDANCE WITH SECTION 62401(100 62417(406).GAS PIPING IS TO BE DESIGNED iN SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. 0 CONTRACTOR ACCORDANCE WITH SECTION 62413(402)PIPING MATERIALS ARE r0 COMPLY WITH SECTION C IN CONGEALED SPACES BETWEEN STAIR STRINGERS O THE TOP AND BOTTOM OF 20. PROVIDE OWNER WITH ALL CERTIFICATES OF INSURANCE 42414(403)STRUCTURAL MEMBERS ARE NOT TO BE WEAKENED BY INSTALLATION OF GAS THE RUN.ENCLOSED SPADES UNDER STAIRS SHALL COMPLY WITH SECTION TO BE CONSTRUCTED OR TO MWER THE SUBJECT 21. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR PIPING IN ACCORDANCE WITH SECTION 6240S(302).PIPING INSTALLATION IS TO COMPLY R3°2.7. PROPERTY REFERENCED TO THE LOWER RIGHT WILL MANAGEMENT. WITH G2425(404)LINKS IN PIPES ARE NOT ACCEPTABLE 1N ACCORDANCE WITH SECTION D. AT OPENINGS AROUND VENTS,PIPES,DUCTS,GABLES AND WIRES AT CEILING AND iUTILIZE(CHECK EACH APPLICABLE LINE): 22. THE OWNER AND THE ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT WITH (406). FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF z CONFORM To THE DRAWINGS.THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT 8. GAS PIPING IS NOT TO BE USED AS A GROUNDING CONDUCTOR FOR ELECTRIC,AND CONTROL FLAME AND PRODUCTS EQ COMBUSTION.THE MATERIAL FILLING THIS ANNULAR TRUSS TYPE CONSTRUCTION(TT) C SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. NO ADDITIONAL COSTS. SYSTEMS. Q< 23. THE ARC,H(TEGT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE R WOK OF THE q• GAS PIPING IS TO BE TESTED FOR LEAKS IN ACCORDANCE WITH 42415.16(404.16).REFER TO E. FOR THE FIREBLOCKIN4 OF CHIMNEYS AND FIREPLACES,SEE SECTION R1003.19. ® PRE-ENGINEERED WOOD CONSTRUCTION;PIN) GENERAL CONTRACTOR OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE F. FIREBLOCKIN4 OF CORNICES OF A TWO-FAMILY DWELLING iS REQUIRED AT THE SECTION 42417(406)FOR ADDfRONAI NOTES OF COMPLIANCE. LINE OF DWELLING UNIT SEPARATION. TIMBER CONSTRUCTION C O PERFORMANCE OF THEIR CONTACTS. So, GAS SHUTOFF VALVES ARE TO BE PROVIDED IN ACCORDANCE WITH SECTIONS 42420(40q) ) Q� 24. THE CONTRACTOR 15 OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL, AND 42422(411). W. R302.11.1 FIREBLOCKING MATERIALS:EXCEPT AS PROVIDED iN SECTION R302.11,ITEM 4, W REVISED PUNCH LIST AT THE CLOSEOUT OF THE CONSTRUGT70N. FiREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS: Z I.I. WATER AND DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE WITH SECTION � 25. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS A. -TWO-INCH(51 MM)NOMINAL LUMBER IN THE FOLLOWING LOCATION(S)(CHECK ALL APPLICABLE): P2603.WOOD FRAME DRILLING,AND NOTCHING ARE TO BE IN ACCORDANCE WITH P2103.2. Z HE/SHE SHALL NOTIFY THEEARCHITECT PRIOR TO CONTINUATION OF THE WORK. PIPE PROTECTION AGAINST PHYSICAL DAMAGE AND CORROSION IS TO BE IN ACCORDANCE B. TWO THICKNESS OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN LAP Q 26. THESE CONSTRUCTION DOCUMENTS AND ALL COPYRIGHTS CONTAINED HEREIN ARE THE WITH P2603.2.1 AND P2603.3 RESPECTIVELY.REFER TO P2603.4 AND P2603.S FOR PIPES 1N JOINTS. FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS(F) C. ONE THICKNESS OF 23 132-INCH(18.3 MM)WOOD STRUCTURAL PANELS WITH M SOLE PROPERTY OF THE ARCHITECT AND CAN NOT BE USED FOR ANY OTHER MEANS. FIRE-RATED ASSEMBLIES AND FOR PIPES THROUGH F00TiNGS OR FOUNDATION WALLS �i 27. ALL WARRANTEES ASSOCIATED,BUT NOT LiMITED TO ROOFING,WINDOWS,SIDING AND RESPECTIVELY.PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE SLEEVED JOINTS BACKED BY 314-IN H(1 (1 M MM)WOOD STRUCTURAL PANELS. ® ROOF FRAMING(R) ® APPLIANCES SHALL BE SUPPLIED BY THE CONTRACTOR TO THE OWNER IN WRITING NO WITH A SLEEVE TWO PIPE SIZES GREATER THAN THE PiPE PASSING THROUGH,IN D. ONE THICKNESS OF 3/4-INCH(BOA MM)PARTICLEBOARD WITH JOINTS BACKED BY LATER THAN PROJECT CI-OSEOUT ON-INCH -INC (1 PARTICLEBOARD. FLOOR FRAMING AND ROOF FRAMING R ACCORDANCE WrfN P2603.5.PIPE SUPPORTS ARE TO COMPLY WITH SECTION P2605.TABLE � } GENERAL ARC 41TEGTURAL NOTES, P26oS1 APPLIES EXCEPT LEAD PIPE IS NOT TO BE USED.PIPE MATERIALS ARE TO COMPLY E. ONE-HALF-INCH(12.7 6.4 GYPSUM BOARD. H WITH SECTION P2608.PRESSURE RELIEF DEVICES FOR WATER HEATER ARE TO BE PROVIDED F. ONE S OR BLANKETS S OF NE AL WOOL OR C SS FIBARO 1. REFER TO ALL APPLICABLE NOTATIONS ON ALL PLANS,ELEVATIONS,SECTIONS AND AND ARE TO COMPLY WiTH SECTION P2603.FIXTURE TRAPS ARE TO COMPLY WITH SECTION C. BAiTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED W DETAILS,TYPICAL OF ALL DRAWINGS. P3201. MATERIALS INSTALLED fN SUCH A MANNER AS TO BE SECURELY RETAINED IN TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS" 2. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO COORDINATE LIGHTING,SECURITY 12. ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,STATE, PLACE. ": CONTROLS,HVAC DUCTWORK AND GRILLES WITH 4RAMING,SEE ELECTRICAL,SECURITY, COUNTY,MUNICIPAL AND OTHER AUTHORITIES WHO HAVE JURISDICTION. H. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 21q U d OR UL 263,FOR HE SPECIFIC APPLICATION. LOAD-BEARING HVAG AND INTERIOR ELEVATIONS DRAWINGS FOR LOCATIONS. 13. ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED,PAID FOR, 11, R302.11.1.1 BAITS OR BLANKETS OF MINERAL OR GLASS FIBER:BATTS OR BLANKETS OF M 3. ASSUMED SOIL BEARING CAPACITY 2 TONS/SF.SUBJECT TO INSPECTION AND VERIFICATION AND FURNISHED TO THE OWNER AT THE COMPLETION OF THE PROJECT BY THE MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE CLASS OF MATERIAL PRESSURE O BY GEOTECHNIGAL REPORT AND OR LOCAL AUTHO RITY. CONTRACTOR PERMITTED FOR COMPLIANCE WITH THE 1-0-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN (pounds per square foot) 4. NEW CONSTRUCTION/FOUNDATION TO BE STAKED OUT AND ALL REQUIRED BUILDING IN I- DIMENSIONS AND SETBACKS ARE TO BE FIELD VERIFIED AND APPROVED BY A LICENSED ,� WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. Crystalline bedrock 12,000 .SAC.NOTES: SURVEYOR PRIOR To COMMENCEMENT OF ANY AND ALL CONSTRUCTION. 12. R302.11.1.2 ON FACED FIBERGLASS:UNFACED FIBERGLASS BATT INSULATION USED AS 5. ALL STEEL,INCLUDING COLUMNS,BEAMS,LINTELS, ETC. CONTACT WITH MASONRY,TO BE FIRESLOCKING Ska.U.FILL THE ENTIRE GROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF Sedimentary and foliated rock 4,000 1. HVA ,IS To COMPLY WITH SECTION N1301.HEATING AND COOLING EQUIPMENT IS TO BE NOT LESS TJAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT OR Sandy gravel and/or gravel(GW and GP) DESIGNED IN ACCORDANCE WITH M1401.3.DUCT SYSTEM FOR HVAG IS TO BE FABRICATED IN 3,000 1-1 COVERED WITH GGP PERM-A-BARRIER WALL MEMBRANE. SIMILAR OBSTRUGTfONS ARE ENCOUNTERED,THE INSULATION SHALL BE PACKED TiGHTLY O 6. ALL STEEL TO RECEIVE TWO SHOP COATS OF TYNEMEG RUST RESISTANT PAINT AND ONE ACCORDANCE WITH SECTION M1601.THICKNESS OF ALUMINUM AND GALVANIZED SHEET AROUND THE OBSTRUCTION. Sand,silty sand,clayey sand,silty gravel U FIELD COAT TOUGH UP,TYPICAL. METAL ARE TO BE iN ACCORDANCE WiTH TABLE M160Z.1.1. 13. R302.11.1.3 LOOSE-FILL INSULATION MATERIAL:LOOSE-FILL INSULATION MATERIAL SHALL and clayey gravel(SW,SP,SM,SC,GM 2,000 ISSUES / REVISIONS 7. ALL STEEL LINTELS AND OR ANGLES TO BE GALVANIZED STEEL,TYPICAL. 2. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION SHALL BE VENTED NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER ❑ S. GENERAL CONTRACTOR TO PROVIDE PIPING POCKETS AND 4"AND 6"DIAMETER SLEEVES AS PER SECTION M2506 OF THE RESIDENTIAL BUILDING INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD CODE OF NYS 2020:PROVIDE A and GC) BELOW SLABS AND IN FOUNDATION WALLS FOR DRAINAGE,SEPTIC,PLUMBING,ELECTRICAL, SWITCH-CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM Clay,sandy,Silt clay,clayey silt,silt and DESCRIPTION DATE No. WATER,ETC,TYPICAL REVIEW WITH ARCHITECT AMP ALL SUB-CONTRACTORS FOR NUMBER THE SPREAD OF FIRE AND HOT GASES. y y y y y y 1,500b F_ WATER, 14. R302.11.2 FIREBLOC•KIN4 INTEGRITY:THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. Sandy SiltClay(CL,ML,MH and CH) ISSUED FOR BUILDING PERMIT 9/21/22 1 AND REQUIREMENTS PRIOR TO POCKET AND SLEEVE INSTALLATION AT CONCRETE WALL 3. APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION,SERVICE,REPAIR AND REPLACEMENT ,'Z 15. R302.12 DRAFTSTOPPIN4:IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPADE W AND SLAB POURS. WITHOUT REMOV(N4 PERMANENT CONSTRUCTION,OTHER APPLIANCES,OR ANY OTHER BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOORCEILIN4 ASSEMBLY, For SI 1 pound per square foot=0 0479 kPa. q. ALL SLEEPING ROOMS TO HAVE AT LEAST ONE EGRESS WINDOW: PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED,SERVICED, DRAFTSTOPS SHALL BE INSTALLED SO HAT HE AREA OF THE CONCEALED SPACE DOES NOT Q. SILL HEIGHT=44"AFF,MAXIMUM a Where soil tests are required by Section R401 4,the allowable bearing capacities of the soil shall be part of the recommendations- • REPAIRED OR REPLACED.A LEVEL WORKING SPACE NOT LESS THAN 30 INCHES DEEP AND EXCEED 1,000 SQUARE FEET q2.q M2.DRAFTSTOPPIN4 SHALL DIVIDE THE CONCEALED a NET CLEAR OPENING=S7 SF ( ) b-Where the bolding official determines that in-place soils with an allowable bearing capacity of less than 1.500 psf are likely to be present at the site,the allowable bearing capacity shall be determined by a sails investigation. • 30 INCHES WIDE(762 MM BY 762 MM)SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY A J NET CLEAR HEIGHT=24"MIN. TO SERVICE AN APPLIANCE. QNET CLEAR WiDTH=20"MIN. 4. M23o51.1 FURNACES AND AIR HANDLERS:FURNACES AND AIR HANDLERS WITHIN FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,NC;C4R UMSTAG SHALL BE Z 10. STAIR CONSTRUCTION TO COMPLY WiTH THE FOLLOWING: COMPARTMENTS OR At SHALL HAVE A MINIMUM WORKING SPACE CLEARANCE OF 3 PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE A. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. RISER:4"MIN.,8 1/4"MAX. INCHES(76 MM)ALONG THE SIDES,BACK AND TOP WiTH A TOTAL WIDTH OF THE ENCLOSING U B. FLOOR FRAMIN4 IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED � TREAD:q"MIN.RISER FACE TO FACE SPACE BEING NOT LESS THAN iz INCHES(305 MM)WIDER THAN THE FURNACE OR AIR MEMBERS MINIMUM SPECIFIED COMPRESSIVE STRENGTH"(t�) W HANDRAIL HEIGHT:34"MIN.,39"MAX. HANDLER.FURNACES HAVING A FIREBOX OPEN TO THE ATMOSPHERE SHALL HAVE NOT LESS Q GUARDRAIL:36"MIN.W/4"MAX.ON CENTER SPACING. 16. (12.7 M)MATERIALS:BOARD, 3/8TOPPING MATERIALS SHIN.BE NOT LESS THAN OTHER -INCH TYPE OR LOCATION OF CONCRETE CONSTRUCTION Weathering Potentialh THAN A 6-INCH(152 MM)WORKING SPACE ALONG THE FRONT COMBUSTION CHAMBER SIDE. (1z.7 MM)GYPSUM BOARD,3/8-INCH(q.s MM)WOOD STRUCTURAL PANELS OR OTHER Negligible Moderate Severe ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND 11. HARD WIRED SMOKE DETECTORS W/BATTERY BACK-UP SHALL BE LISTED B AN APPROVED COMBUSTION AIR OPENINGS AT THE REAR OR SIDE OF THE COMPARTMENT SHALL COMPLY APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL BE INSTALLEDSHALL REMAIN THE PROPERTY OF THE ARCHITECT THEY ARE TO BE USED ONLY WITH RESPECT TO ❑ AGENCY AND SHALL BE INSTALLED AS FOLLOWS: WiTH THE REQUIREMENTS OF CHAPTER 17. PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE IN ALL BEDROOMS Basement walls,foundations and other concrete not exposed to the weather 2,500 2,500 2,500' THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO • EXCEPTION:THIS SECTION SHALL NOT APPLY TO REPLACEMENT APPLIANCES BUILDING OFFICIAL.THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROZ • IN HALLWAYS IN FRONT OF BEDROOM DOORS INSTALLED IN EXISING COMPARTMENTS AND ALCOVES WHERE THE WORKING Basement slabs and interior slabs on grade,except garage floor slabs 2,500 2,500 2,500c LAW COPYRIGHT NOT TO BE HER RECONSTSERVEDUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON 0 AT THE TOP OF ALL FLIGHTS OF STAIRS AT EACH FLOOR 17. R3D2.13 FIRE PROTECTION OF FLOORS:FLOOR ASSEMBLIES THAT ARE NOT REQUIRED 9 P 9 g LAW COPVflIGHTOR OTHER RESERVED RIGHTS. SPACE CLEARANCES ARE IN ACCORDANCE WITH THE EQUIPMENT OR APPLIANCE ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED,SHAN.BE PROVIDED WiTH A W 12. HARDWIRED CARBON MONOXIDE DETECTORS W/fATTERY BACK-UP SHALL BE INSTALLED Basement walls,foundation walls,exterior walls and other vertical concrete d M OUTSIDE FOR EACH SLEEPING AREA.CARBON MONOXIDE DETECTORS SHALL BE LISTED BY 1/z-(NCI{(12.7 MM)GYPSUM WALLBOARD MEMBRANE, HE U518-INDERSIDE (16 MM)WOOD work exposed to the weather 2,500 3,000 3,000d UU AN APPROVED AGENCY. WINDOW& DOOR NOTES: STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR New Construction 13. ALL DIMENSIONS ARE SHOWN TO ROUGH FRAMING,NOT FINISHED UNLESS OTHERWISE FRAMING MEMBER PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, Porches,carport slabs and steps exposed to the weather,and garage floor 2,500 3,000d.e.f 3,500d e,f 1. WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED INDEPENDENT LABORATORY LIGHTING,DEVICES,LUMINARIES,WIRES,SPEAKERS,DRAINAGE,PIPING AND SIMILAR slabs Stack Residence NOTED.DIMENSIONS AT UNDISTURBED EXISTING AREAS ARE TO EXISTING FINISHES. AND ARE TO BEAR A LABEL IDENTIFYING MANUFACTURER,PERFORMANCE OPENINGS OR PENETRATIONS SHALL BE PERMITTED. W 14. PROVIDE GGP PERM-A-BARRIER WATERPROOFING SYSTEM WITH 2"OWENS CORNING RIGID For SI 1 and per square Inch=6 895 kFa x INSULATION PROTECTION BOARD AT FOUNDATION WALLS PERIMETER FROM TOP OF FOOTING CNARACTERISTIGS AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH EXCEPTIONS: q Detached Garage U TO ADJACENT GRADE AT ALL FOUNDATION WALL EXTERIORS,TYP. 2_ AAMA/NWWDA 101/(.S.2/A440,AAMA/WDMA/CSA 101/1.5.2/A440 OR AMD 300.THIS IS IN 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY a.Strength at 28 days psi. ACCORDANCE WiTH R60q.3.THE WINDOW AND DOOR ANCHORAGE SYSTEM is TO COMPLY AN AUTOMATIC SPRINKLER SYSTEM iN ACCORDANCE WITH SECTION b See Table R301 2(1)for weathering potential 6 o Nassau Point Road 15. PROVIDE 1/2"REMOLDED FILLER JOINT WITH GAUILKfNG AT ENTIRE PERIMETER OF SLAB, WITH R60q.7.67LAZINC PANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 AND P2gO4,NFPA 130,OR OTHER APPROVED EQUIVALENT SPRINKLER TYP c Concrete in these locations that is subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d ,_ ❑ 16. PROVIDE A 6"MIN.FOOTING EXTENSION AROUND FOUNDATION WALLS,UNLESS OTHERWISE R308.1.1. SYSTEM. d-Concrete shall be air-entrained Total air content(percent by volume of concrete)shall be not less than 5 percent or more than 7 percent Cutehogue, NY 11935 3. ALL EMER4ENGY ESCAPE AND RESCUE WINDOW OPENINGS SHALL HAVE A MINIMUM NET 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT NOTED,TYP. e See Section R.102 2 for maximum cemenh m tious ateria s content r r 1.7. PROVIDE A F-0'MIN.FOOTING EXTENSION AROUNID FIREPLACE FOUNDATIONS,TYPICAL. CLEAR OPENING OF 5.7 SQUARE FEET,MINIMUM OPENING HE(4HT.24",MINIMUM OPENING INTENDED FOR STORAGE OR FUEL-FiREDAPPLIANCES. f For garage Boors with a steel-troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if the specified compressive strength ofthe concrete is increased to not less than 18. MAINTAIN A MIN.OF 6"FROM TOP OF FOUNDATION WALL TO FINISH GRADE,NOTIFY WIDTH 20",AND A MAXIMUM SILL HEIGHT=44"A.F.F.,AS PER SECTION R310.1.1,R310.1.2, 3. PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE 4,000 psi. ARCHITECT IF D15CREPANCY OCCURS. R310.1.3,R310.1.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE. UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: I I - - 1q. PROVIDE CONCRETE HARDENER FOR CONCRETE GARAGE SLAB,TYPICAL 4. SAFETY GLAZING IS REQUIRED IN HAZARDOUS LOCATIONS AS DESCRIBED IN THE A. THE AGGREGATE AREA OF HE UNPROTECTED PORTIONS TABLE R302,5 C; ?A. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RESIDENTIAL BUILDING CODE OF RESIDENTIAL CODE OF NEW YORK<STATE,SECTION R308.4. DOES NOT EXCEED 130 SQUARE FEET(7.4 M2)PER STORY 'k;, `i F� 6 , NYS:ATTIC ACCESS OPENING SHALL NOT BE LESS THAN 22"X30"AND SHALL BE LOCATED IN s. PROTECTION OF OPENINGS REQUIRED IN BUILDINGS LOCATED WITHIN WINDBORD DEBRIS B. FIREBLOCKING iN ACCORDANCE WITH SECTION R302.11.1 IS DWELLING-GARAGE SEPARATION ' '� si ., _� A � ,; A HALLWAY OR OTHER READILY ACCESSIBLE LOCAITION.A 30"MIN.UNOBSTRUCTED LOCATIONS.MEANS OF PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE INSTALLED ALONG THE PERIMETER OF THE UNPROTECTED11 HEADROOM IN THE ATTIC,SPACE SHALL BE PROVIDED IF SOME POINT ABOVE THE ACCESS MISSILE TEST OF STM E19g6 AND ASTM Ei886 AS MODIFIED IN SECTION R301.2.1.2.1. PORTION TO SEPARATE THE UNPROTECTED PORTION FROM SEPARATION MATERIAL \ ARCHITECTURAL „p, \, OPENING.w+,,re,MECHANICAL EQUIPMENT 15 LOCA-TED IN THE ATTIC,PROVIDE ACCESS AS 6. ALL GLAZING SHALL 6E DOUBLE PANE,LOW-9 INSULATED GLASS. THE REMAINDER OF THE FLOOR ASSEMBLY. DESIGN, P L LG PER SECTION M1305.1.3. 7. ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL 81.1I1-DiN4 4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL Not less than 112-inch gy!7_Lllrl board or 22. FIREBLOCKING SHALL BE PROVIDED To CUT OFF ALL CONGEALED DRAFT OPENINGS(BOTH q CODE OF NYS 2020,SECTION R310,TO NOT IMPEDE EGRESS COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 1 a applied From the residence and dtttrs equivalent lied to the VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES 8. ALL WINDOWS AND DOORS SHALL BE iN COMPLIANCE WITH THE RESIDENTIAL BUILDING (50.8 MM BY 2,54 MM)NOMINAL DIMENSION,OR OTHER APPROVED garage side PO BOX 9o,BLUE POINT,NY 11'715 BARDARH.COM CODE OF NYS 2020,SEGTfON R303,FOR NATURAL LIGHT AND VENTILATION. FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. AND BETWEEN A TOP STORY AND THE ROOF SPADE AS PER SECTION R6Oz 8.CHIMNEYS AND 9 ALL WINDOW AND DOOR ROUGH OPENINGS ARE PER THE MANUFACTURER 11I. R302.1.4 COMBUSTIBLE INSULATION CLEARANCE:COMBUSTIBLE INSULATION SHALL BE TEL:(631)560-7908 wbarba@bardarch.com FIREPLACES SHALL COMPLY WITH SECTION R1 WITH SE 3-0• ALL DOORS CONNECTED TO RESIDENCE/4ARACE ARE TO HAVE 45 MIN FIRE RATING AND iS SEPARATED NOT LESS THAN 3 INCHES(76 MM)FROM RECESSED LUMINARIES,FAN MOTORS Not less than 5!s-inch Type X gypsum UrTard 22. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R3°2.6 OF THE RESIDENTIAL TO BE SELF-CLOSING(FRSG)IN ACCORDANCE WITH R3o2.6 AND OTHER HEAT-PRODUCING DEVICES. From habitable rooms above the garage BUILDING CODE OF NYS 2020.OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE or equivalent 21. ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WITH THE ECCCOF THE RESIDENTIAL - EXCEPTION: UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS EQUIPPED WITH A 45-MINUTE CAPA61F A D DR,ASSEMBLY EQUIPPED WITH S SELFAND BUILDING CODE OF NYS,LATEST EDITION. 1. WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER Structure(s)supporting floortceiling 1 DOCUMENT IS A VIOLATION OF NEW YORK STATE CLOSING DEVICE.DUCTS 1N THE GARAGE AND DUCTS PENETRATING THE WALLS AND CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH THE LiST�NG Not Tess than /2-incFt gyp;U1-n i-Ir_93i-d or �W CEILINGS SEPARATING THE DWELLING FROM THE 6AII SHALL BE CONSTRUCTED OF A REQUIREMENTS SHALL COMBUSTIBLE SEPARATED IN ACCORDANCE WITH THE assemblies used for separation MIN.NUMBER 26 GAGE STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.WHERE FINISH NOTES: equivalent PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A CONDITIONS STIPULATED IN THE LISTING.RECESSED LUMINARIES required by this section DWELLING OR iTS ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE- 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC.ARE TO BE SUBMITTED TO INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE 1 JOB No. RESISTANCE RATING•WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE OWNER/ARCHiTECT FOR APPROVAL PRIOR TO INSTALLATION. REQUIREMENTS OF SECTION N1202.4.5 OF THIS CODE Not less than /Z inch gvpsUrn board or 2133 GARAGE FROM THE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED 2. GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT SYSTEM.GYPSUM BOARD TO BE Garages located less than 3 feet from a equivalent applied to the interior •.. • WITH ONE LAYER OF 5/9"TYPE'X' GWB.OPENINGS IN HORIZONTAL SEPARATIONS SHALL 1/2"ON WALLS AND CEILING UNLESS OTHERWISE INDICATED.FINISH JOINTS,J-BEADS,NAILS dv,r-21lln?unit on the same lot side of exterlor walls that are within this �RF_D �,RON,� NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY AND SCREW DIMPLES,CORNERS,AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS area DATE .\ DA 81 //V I VERTICAL SEPARATIONS. OF JOINT COMPOUND.ALLOW 24 HOURS TO DRY BETWEEN COATS.FINAL COAT TO BE , � 23. LARGER SCALE DRAWINGS SUPERGEDE SMALLER SCALE VERSIONS. SANDED SMOOTH.METAL CORNER BEADS TO BE USED ON ALL CORNERS AND AROUND ALL 10/04/22 .�J; s� � � �-1 �,A oPENrN4s. �a 3. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED)AND CEILINGS SHALL RECEIVE M.R �,=`r FIREPLACE AND FLUE NOTES: GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL NAVE DRAWN BY sr�.�•`l„ 34 ,T '`I t WONDER BOARD INSTALLED. L-' •,. -- B B t xF�' 1. MULTIPLE FLUES ARE TO BE INSTALLED iN ACCORDANCE WITH R2003.13.CHIMNEY FLUES 4. ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED WITH 5/8"TYPE'X'FIRE CODE - CONNECTED TO MORE THAN ONE APPLIANCE ARE TO HAVE A CROSS SECTIONAL AREA NOT f�. ,4,.�se�i . SHEETROCI<.APPLY s/8"TYPE`X'SHEETROGK ON HOUSE SIDE OF GARAGE WALLS PER z SCALE �.�-,I 03��� , � LESS THAN THE AREA OF THE LARGEST CONNECTOR PLUS 50% OF THE AREAS OF THE RESIDENTIAL CODE OF NEW YORK STATE,R30q.2.1,R3o9.2.2. " �/ A! - ADDITIONAL CHIMNEY CONNECTORS.FURTHERMORE,FLUE GROSS SECTIONAL AREA 15 TO �S COMPLY WITH R1003.14. M �:w.. d.' �^^r 1..- AS NOTED 4J �I � 2. EXTERIOR AIR INTAKE IS TO COMPLY WITH R1006. 3. ALL FLUES MUST BE SIZED FOR ALL APPLIANCES THAT ARE CONNECTED BY MAXIMUM W RATED BTU OUTPUT OF TOTAL CONNECTED APPLIANCES. ¢ DRAWING TITLE DWG No. U U) O GENERAL z . GN-i ° 0 NOTES LLj 1- O z KEYED NOTES: TYPICAL 2ND FLOOR STRAPPING DETAIL TYPICAL I-JOIST STRAPPING DETAIL TYPICAL RIDGE STRAPPING DETAIL TYPICAL RAFTER STRAPPING DETAIL TYPICAL OPENING PROTECTION DETAIL TYPICAL OPENING PROTECTION DETAIL r-FOR PERMIT - CUT - ROOF RAFTER Use eve other nail hole in n `,�� WIND LOAD DESIGN CRITERIA AND CONSTRUCTION NOT a row to provide the LENGTH �` Note: BEAM and o TYP.DOUBLE HUNG WINDOW STRAP ° 1. ALL WORK HALL BE IN CONFORMANCE WITH THE code-required minimum END Web stiffeners �y�'�-' BEARING • center-to-center spacing LENGTH required on PLATE ° • °° COLUMN 1 HEADER, REFER TO STRUCTURAL RESIDENTIAL BUILDING CODE OF NEW PORK STATE, for nails SECTION R301.2.1 AND FIGURE R301.2(S)A both sides of °• yey. 0 3 „ o 2. ALL WINDOW LOAD DESIGN CRITERIA AND foist 2/8 0 ° (1) SIMPSON STRONG TIE STRAP CMST14 a' 7/1-6 STRUCTURAL +,' o o� e AITH (8) 10d FASTENED TO COLUMN HEADER WOOD PANEL CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH j END AGE AND (2) 10d FASTENED TO COLUMN `'. AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA) ° DISTANCE • k4EADER TOP. REFER TO MANUFACTURER FOR ' WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND COMPLETE INSTALLATION REQUIREMENTS r CLEAR TWO FAMILY DWELLINGS(WFCM)AND THE MINIMUM °° o ° O w.', ,>;''j� DESIGN LOADS FOR BUILDINGS AND OTHER SPAN 3. N REF RENCE TO THE ASCE STANDARDS(&WFCM); PER SECTION 6.5.4.WIND SPEED=130MPH F1 O®O U A307/SAE1018 1/2" THREADED ROD, AS W WOOD SCREWS.SCREW PER SECTION 6.5.5.IMPORTANCE FACTOR 1 ��� UPPLIED BY CONTRACTOR, PER F-AC41 v'` �t SIZE AND SPACING (PER BUILDING CATEGORY 11)=100. o COLUMN, \ PER NYS RESIDENTIAL PER SECTION 6.5.6 EXPOSURE CATEGORY IS 1 , BUILDING CODE TABLE END �° R301.2.1.2 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-0" Provide minimum LENGTH o ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM end distance TOP PLATE ---.FIBERGLASS STRUCTURAL ' o SPLIT COLUMN PROTECTION NOTES: ENGINEERING DESIGN LIMITATIONS,SECTION 3.1.3.1 FOR Equal number of o ALL SCREWS TO BE SECURED TO FRAME OF WINDOW.PANELS TO BE CUT TO MEAN ROOF HEIGHT ALLOWANCE.PER ASCE 7,FIGURE specified nails in r iMTS Installation As an •o (1) SIMPSON 5TRONG TIE CONNECTOR 1ID5A MATCH EXTERIOR FRAME DIMENSIONS. 6-2,BUILDING HEIGHT AND EXPOSURE ADJUSTMENT each end '. ITN (2) 3/4" BOLTS. REFER TO NYS RESIDENTIAL BUILDING CODE SECTION R301.2.1.2 PROHIBITS THE USE OF FACTOR A -1L.0. Simpson Strong-Tie I joist to Top Plate Tie o o MANUFACTURER FOR COMPLETE INSTALLATION PANELS SPANNING GREATER THAN V-0"IN ANY DIRECTION.ALTERNATE 5. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE CS Coiled Strap m Simpson Strong—Tie REQUIREMENTS PROTECTION METHODS MEETING LARGE MISSILE TEST STANDARDS ARE 3.1,3.3A,3.4 AND 3.7 OF THE 2015 EDITION OF WOOD MTS30 REQUIRED. FRAME CONSTRUCTION MANUAL(WFCM). 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM,PRESCRIPTIVE DESIGN,CHAPTER 3 p ALL FLOOR SYSTEMS SHALL CONFORM TO TYPICAL FLOOR TO FLOOR STRAPPING DETAIL TYPICAL HEADER STRAPPING DETAIL FWFCM F SECTIONS SYSTEMS S1& L • ALL WALL SYSTEMS SHALL CONFORM TO %4STA367 Z WFCM SECTIONS 3.1.3.4 AND 3.5. �i ALL CONNECTIONS SHALL CONFORM TO rUslrlr9r9 HDU2 �w MASONRY PIER, FILL WFCM SECTION 3.2. ' �HDU4, DU5, CS16 m� SOLID DTT2Z 5ilT7di,�r) {'CS�4 CS20 .! 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND lST42p (1)COLUMN.EMBEDDED BOLT5 AT EACH FASTENERS/STRAPPING CONNECTIONS ARE FOR USE WITH DDUGLAS FIR LUMBER. CAfiChf S sirrrr7�tr) 8. THE CONNECTION DETAILS PROVIDED ON THE Strong=Drive ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS z SDWC LOAD PATH CONNECTIONS AS PER THE LOAD VALUES TRUSS Screw AND NAILING PATTERNS PROVIDED BY SIMPSON Q STRONG TIE CONNECTORS. Q o Load values for strap H '* Installed diagonally H e I° shd be determir 1:red a z t.ST1121 the enginw of recon O LTF'4�1L TPa/Grt2 "• AT SECOND AT SECOND U shown for shear ." • ll • FLOOR ONLY FLOOR ONLY i ❑ resiStar P;rehr r II •" to page 44. I z I - Strong-Drive* SDWFFLOOR-TO-FLOOR Screw II Uplift anchors not 0 {ur'iiil TUW tako-up washer) needed in this area (typ") (Except 0 anchors) I ° I l AT FIRST z .� �•,i � FLOOR ONLY Q a r ♦ t ° L Singh ® �pllaztlan I w Maybe IJ 4 Y HDU2 with U All-Thread 0 Plod -� z LSTNDS I I O AT FIRST u TYPICAL 1ST FLOOR STRAPPING DETAIL I' FLOOR ONLY f- LSTA18 GSIS � (CS t4,CSi'tr S S:YI'LL:WJ �tTgt� K 1 0 (L Ts,mTs U sin rta) inparlant cansldcTraGbns 1"ng G?dL4,T.5 on ISSUES REVISIONS regirO ty•ml"" DESCRIPTION DATE No. a csh'm1t�Gtars att<1ct;+xt tv (typ.j -flea red wood. I I'll w ISSUED FOR BUILDING PERMIT 9/21/22 > 1,5 " TYPICAL SHEATHING DIAGRAM } I, zROOF SHEATHING-4'PERIMETER: z Mqk d �' AT FIRST R < o — i s FLOOR ONLY .< Ed,COMMON NAILS @ 6"O.C.AT PANEL _.._..-- ------------,-------_.-----_---- EDIATE W SSPZ EDSUPPORTS IN THE PANEL FIELD. PFntiLi`c kO�OL i SSPZ t 04t connecors shatl ❑ L TP4,L TP5 or GA 2 st>tilGing DSP m'MAfa buss each otter to I AT SECOND ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND <7$ {er0[t il}•S1:wyr, { ) ROOF SHEATH-PING-INTERIOR ZONE: I ,1 II SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO i t7T6mInt crus"ram I FLOOR ONLY THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO SSF 4,h Inr}rx•uixll.4 ttsr�inn car hT xt jtinl SoL COMMON NAILS @ 6"O.G.AT PANEL I MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE z (C?tllEf C:�rtr+f fors&tprTBhlG.j SSPZ' EDGES @ 22"O.G.AT INTERMEDIATE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON r-i Rek-rtopage 44. SUPPORTS IN THE PANEL FIELD. // LAW COPYRGHT OR OTHER RESERVED RIGHTS. rn NEW ROOF w '' p l; AT FIRST UI DN New Construction Q ----- FLOOR ONLY TYPICAL HOLD DOWN (FOUNDATION WALL) TYPICAL HOLD-DOWN(EDGE OF SLAB) WALL SHEATHING -WEDGE ZONE Ed,COMMON NAILS @ 6"O.G.AT PANEL ! g Stack Residence , Post size by EDGES @ 12"O.C.AT INTERMEDIATE k x MSTCM40 Designer SUPPORTS IN THE PANEL FIELD,PER — �� g� Detached Garage N U WFCM 560 TABLE 3.10. -----— -- ----- :I 765o Nassau Point Road ❑ WALL SHEATHING-INFERIOR ZONE •� e e Ed,COMMON NAILS @ 6"O.C.AT PANEL ` wl 1 I Cutchogue, NY 11935 HDU5 •• e(Minimum EDGES 12 .G. WALL @ "O AT INTERMEDIATE NEW WA double stud) e SUPPORTS IN THE PANEL FIELD. o e AT FIRST AT FIRST FLOOR ONLY FLOOR ONLY 0 e Shear Q e connectorsD not shown ROOF SHEATHING-GABLE ENDWALL RAKE: - a.'4 { , for clarity Sd COMMON NAILS @ 4"O.C.AT PANEL ARCHITECTURAL EDGES @ 4"O.C.AT INTERMEDIATE 0 SUPPORTS IN THE PANEL FIELD. �� ry DESIGN, P L LC P BP n Overturn Diagram° U 1/4" — 1 r-err PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM o TEL:(631) 56o-'7908 wbarba@bardarch.com ;• ° #5 o o° TYPICAL SHEATHING NOTE: TYPICAL DETAIL NOTE: UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS ° , Rebar ° o ° ° ('min.) ° ° 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE TYPICAL STRAPPING AND HOLD DOWN DETAILS ABOVE AS DOCUMENT IS A VIOLATION OF NEW YORK STATE IN CONFORMANCE WITH WFCM TABLE 3.13A. MANUFACTURED BY NOT TO SCALE. GC SHALL REFER TO LAW 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE DRAWINGS FOR PROPER TYPE/SIZE OF ASSOCIATED HDUS IN CONFORMANCE WITH WFCM TABLE 3.12A STRUCTURAL AND FRAMING MEMBERS.ALL HANGERS, (HDU2, HDU8, HDU11, 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE STRAPPING AND FASTENERS SHALL BE GALVANIZED AND JOB No. and HDU14 similar) IN CONFORMANCE WITH WFCM TABLE 3.10 AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 2133 TABLE 3.1.1 RESPECTIVELY. DATE C y�`'t'k J�t�gR a � 10/04/22 DRAWN BY BB , z SCALE - ,, fi3nr,I dt AS NOTED 0 w DRAWING TITLE DWG No. co F_ WINDLOAD 0 Z UPLIFT GN-2 0 0 EQUIREMENT z 6 A-203 KEYED NOTES: 24'-0" FOR PERMIT 6'-0" 6'-0" 12'-0" 6 A-203 24'-0" 1 1 2 FLOOR PLAN KEY - _ _ - < n x x ----=- X r NOTE ak NOTE TEXT d a 00 m. 0 i GC TO PROVIDE GALVANIZED STRAPPING MFOP BY N X .1 'SIMPSON'STRONG TIE,TYP.(REFER TO SHT.GN-2 FOR 6 MORE INFORMATION) O �p STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION 2 R311 OF THE RESIDENTIAL BUILDING CODE OF NYS 2020 CO ZING COATED COPPER WINDOW PAN.GGSHALL PROVIDE 3 CONTINUOUS SOLDERED PAN DIRECTLY INTO WINDOW PANS AND PITCH AT 2"TO V-O"AWAY FROM WINDOWS. 1 4 4"P.G.SLAB W/6X6 10/l0 WWM OVER 60 MIL VAPOR T.O WALL EL:8.87' - O / BARRIER ON 6"COMPACTED RCA. 4"P.G.SLAB W/6X6 1O/10 WWM OVER 60 MIL VAPOR 4"P. SLAB W/6X6 30/10 WWM O L 5 BARRIER ON 6"COMPACTED RCA.(PITCH TOWARDS OVER60 MIL VAPOR BARRIER 152 DOOR) P CHED TOWARDS DOOR 518"TYPE'X'4W8 AT ALL WALLS AND CEILINGS OF - O ! 6 GARAGE,TYP. (.O WALL EL: 10.2' CO 5 7 3/4 Hp RATED FIRE DOOR W/SELF CLOSER DROP FOUNDATION WALL FOR HAUNCH OVER FOOTING• 00 00 o ll 2 RA E 112 ' N N ° CV / C') r N N N r N as FOUNDATION NOTES: 5 1/2" 23'- 1" 5 1/2" _ ,IL C) ® 2. THE MINIMUM NET AREA OF VENTILATION OPENINGS IS , O T.O WALL EL:8.87' -� NOT TO BE LESS THAN I.SF FOR EACH 150 SF OF O CO ' UNDERFLOOR SPACE.EXCEPT WHEN GROUND SURFACE Cp N O 15 TREATED W/A VAPOR RETARDER MATERIAL, O M x -411 151 O C) � p � PROVIDED 1/2500 VENTILATION AREA AND LOCATE TO ' C7 PROMOTE CROSS VENTILATION.REFER TO FOUNDATION M M O PLAN FOR LOCATIONS. 2 5 2. ALL ANCHOR BOLT SIZE AND SPAONG SHALL BE AS 5 PER WIND LOAD/STRAPPING DESIGN DRAWINGS AND Q 11 �$„ - SHALL BE INSTALLED IN ACCORDANCE WITH R403.1.6. A-2O3 A-203 ---- 3. PROVIDE SMOKE DETECTION,HEAT DETECTION AND CARBON MONOXIDE DETECTION PER PLAN LOCATIONS, / 0 (POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO CO COMPLY WITH R313). WALL.AND CEILINC ] T.O WALL EL'10.2' 4 SPREAD CLASSIFICATION FINISHES OT GREATER THAN 2O0 N n '- - .• - - - CV ACCORDANCE WITH R3151 AND A SMOKE-DEVELOPED V) 00 Q= 1 3 TLj - INDEX NOT GREATER THAN 450 IN ACCORDANCE WITH _ O R315.2.TESTING AND ALTERNATE TEST METHODS MUST O x O V a COMPLY WITH R325.3 AND R315.4 RESPECTIVELY. O `x I 0" _ CV BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING r =_ __ „ „ ROOM SHALL HAVE AT LEAST ONE OPENABLE \ \ CA �8" 16 -8" 8 T-4" 8" I T EMERGENCY ESCAPE&RESCUE OPENING AS PER `\ I - Ch Z 4"THICK P.C.S 8 W/6X6 _ SECTION R310 OF THE RESIDENTIAL BUILDING CODE OF 114 ---- -- \\\ N CO 0 T.O WALL EL 10.2' 10/10 WWM OVER 60 MIL O NYS(LATEST EDITION).EMERGENCY ESCAPE AND 2 �p O <° POLY VAPOR 8 RRIER ^ -- T.0 WALL EL:9.86' RESCUE OPENINGS SHALL HAVE: -' -- I ' OD 5 1/2" 4'- 10 1/2" 3 1/2" U P 11'- 11" r. 5 1/2" 3' 2 3/4" 9 1/4" O GENERAL ROOF NOTES: 19 MAX SILL HEIGHT 44"A.F.F. n NET CLEAR OPENING 5.7 SF. 9 Cm - �T,g� '' 1. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE a 6. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL -8• 113 4 N 3.1,33A,3.4 AND 3.7 OF THE 2015 EDITION WOOD W , CRAWL SPACES AS PER SECTION R408.4 OF THE Z CA _ FRAME CONSTRUCTION MANUAL(WFCM).REFER TO T.O WALL FL:12.83' o RESIDENTIAL BUILDING CODE OF NYS.WHERE 3'-O" z 7-7 a �3 A� tr MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE, 00o N WINDOW LOAD/STRAPPING DESIGN SHEETS WITHIN THIS QCb - PROVIDE ACCESS AS PER SECTION Mi305.2-A. - SET OF DRAWINGS. Q ` • 7. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE o �35 O 2• FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF CV N NOTES. CV j/ CV TOGETHER OR OF A SELF ADHESIVE POLYMER MODIFIED AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED ® CC) ' ' x J �fi/ BITUMEN SHEET 15 TO BE USED AND IS TO EXTEND ANCHOR NOTES: )� 1 1 �'� FROM THE EAVES EDGE TO A POINT AT LEAST 24 C�' INCHES(610MM)INSIDE THE EXTERIOR WALL LINE OF V) 1. A MINIMUM OF ONE ANCHOR BOLT SHALL 8E PROVIDED 7' �, J o THE 8UILDING IN ACCORDANCE WITH Rvo5.2.7.1. z4'-6" 2'-0" 5'-0" 2'-O" 8'-6" 2'-0" WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE `J 1 9 A\� ��\ 3. ROOF COVERING MATERIALS 15 TO COMPLY WITH W , „ 2. ANCHOR BOLTS SHALL HAVE A MIN.EMBEDMENT OF 7 0" j, SECTIONS R4O2,R9O4,R9O5 AND IS TO SUBMIT 24'-O INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON- ' '� , INFORMATION,DATA AND DETAILS.ROOF DRAINS ARE V GRADE OR 7 INCHES IN MASONRY BLOCK FOUNDATIONS x To 8E INSTALLED IN ACCORDANCE WITH R403.4 O WHEN RESISTING LATERAL AND SHEAR LOADS ONLY. 2'-6" 2' 6" 4. ASPHALT SHfNGLE UNDERLAYMENT IS TO COMPLY WITH Q 6 3. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 INCHES Rv05.2.3.SELF-SEAL STRIPS AND FASTENERS ARE TO z n FOUNDATION PLAN A-203 OF CORNERS&EVERY 36"O.G.FOR THE ENTIRE LENGTH 6'-6" 5'-O" 1 O'-6" 2'-O COMPLY WITH R9O5.2.4 AND R9O5.2.5 RESPECTIVELY. OF THE WALL. E- 4. SILL PLATES OR 80TTOM PLATES SHALL BE PRESSURE 5. CHIMNEY&VENT SHALL COMPLY WITH SECTIONS MS801 24'-�" THROUGH M2804 AND CHAPTER 24. V TREATED AND HAVE FULL 8EARING ON THE 6. GG SHALL INSTALL ROOF DRAINS OVER INTERIOR WALL K. 24'-O FOUNDATION SYSTEM. TO ALLOW FOR FIRST PLUMBING EL80W AT NEXT 5. REFER TO WIND LOAD DESIGN SHEETS FOR MINIMUM 6 HIGHEST FLOOR WHERE UNACHIEVABLE CONTRACTOR z T -7 1/4" 2' -9 1/2" 13'-7 1/4" SIZE AND SPACING OF ANCHOR 80LTS AND OTHER 2 First Floor Plan SHALL PROVIDE ADDITIONAL SPRAY FOAM INSULATION O FOUNDATION STRAPPING REQUIREMENTS. G 1/411 = 1'-011 A-203 T T C 1 TO LIMIT FR ROOFS SHALL 14AVE OF ELBOWS. ISSUES REVISIONS 7. ALL FLAT ROOFS SHALL HAVE A MINIMUM PITCH AT 1/4" PER FOOT DRAINED TOWARD ROOF DRAINS AND/OR SCUPPERS. DESCRIPTION DATE No. zr - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCTION LEGEND - - - - - - - - - - - - - - - - - - - - ISSUED FOR BUILDING PERMIT r - - 9 21 22 1 EXISTING WALL I 1 I - - - - - - DEMOLISHED WALL I I-� q -I I ROOF LEGEND I _ _ - _ c - _ / I - - - ROOFING VALLEY I _ - - - - - ° NEW WALL - - - - -,- - - - - - - z / I LU - I \ / I � N N \ / / � I BLIND VALLEY FLASHING ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND n / I EDGE OF ROOFING SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO DOOR TAG I \ / / Q THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO / / _-�_ MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE z I q I I LINE OF WALL BELOW PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON r \ i // 1 \ \ \ / / LAW COPYRIGHT OR OTHER RESERVED RIGHTS „ ; WINDOW TAG I p \` ` / / / I ICE&WATER BARRIER Q - 5 1/2" I 23 - 1 5 1/2' - N N I New Construction E" FOUNDATION LEGEND I °' O \ \ / / ` � I \ , I Stack Residence CV ` I x x/ CV O SD SMOKE DETECTOR \ L -------- ------II - ---------------------- ------ _' SECTION TAG SHT. Detached Garage W � EXISTING WALL i I x - � ` ZV N CO CARBON MONOXIDE C/) r , I ` r DETECTOR / \ 0)- - - DEMOLISHED WALL x I `x O / \ \ '765o Nassau Point Road ' N # / \ \ i ROOF NOTES: Cutchogue, NY u935 CV 4 -NEW i�I I L i i ` SECTION TAG 9 / / \ \ \ � I 1. ICE AND WATER BARRIER SHALL BE INSTALLED IN O I EACH VALLEY 24"FROM VALLEY LINE,AND EXTEND x i x I FROM A POINT 24"INSIDE THE BUILDING ENVELOPE TO ZV I N C7 I Cl) # KEYNOTE I - /- / �� \ _ I _ R,- .THE EDGE OF ROOF OVERHANG• / Ca OFT \ O 2. BLIND VALLEY FLASHING SHALL BE INSTALLED AT BUT D D NOT BE LIMITED TO ALL VALLEYS,DORMERS,ANDY09 I#fDOOR TAG - Al, \ CRICKETS. 5 N r I MOLD PN'HDU-5 5 / ! \ \ LU I 3. CONTRACTOR SHALL CONSTRUCT CRICKETS OF NOT ' ,., �. ARCHITECTURAL HOLD vOWN \ I W I I "' A-203 / \ \ W LESS THAN 1/4"TO 2'PITCH WHEN WATER vAMMING IS DESIGN, P L L C A-203 DN I / I \ \\ \ I - I POSSIBLE.CONTRACTOR SHALL CONFIRM ALL SECTION TAG --_ I / / I \ \ \ \ \ I PLACEMENT WITH ARCHITECT PRIOR TO CONSTRUCTION. PO BOX Cho, 7 5 BLUE POINT,NY u 1 BARDARH.COM TEL:(63i)56o-7908 wbarba@bardarch.com , ,, ( - - - KEYNOTE ___ __ \ � UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS I ____-_ - -� - N I I 1 -0 /1'-0' r - - � DOCUMENT IS A VIOLATION OF NEW YORK STATE - - o I _ LAW. 'SIMPSON,HDU-5 ---- - r I ,- I - - - - - -- -) I HOLD DOWN ------ --------� ( I I I JOB No. ;- I o 6„/1'-0" I I I 2133 '";may 5 1/2" SWEEP '�, ----- - � LIN r Z� - - - - - - - - I I 05/27/22 - - & q'F� Q . ppyr . Ln DRAWN BY N I BB 2 \ / z SCALE '� �; 039040) AS NOTED T-7 1/4" 2'-9 1/2" T-7 1/4" DRAWING TITLE DWG No. 18'-0" 6'-0" cU) 24'_0" o DETACHED A-104 GARAGE 3 Second Floor Plan n Roof Plan „ o 1/4 = 1 -0 1/4 = 1 0 z 5 r6 A-203 KEYED NOTES: A-203 FOR PERMIT RIDGE RIDGE SECTION KEY ELEVATION KEY 22'_-� 22, NOTE mk NOTE TEXT NOTE# NOTE TEXT CONCEALED FLASHING AT ALL ROOF/WALL TRANSITIONS, 3 COAT(BROWN,SCRATCH&FINISH)STUCCO VENEER ON V-01. 11 011 VALLEYS AND CRICKETS. I. METAL LATHE WITH IX CORAL DECORATIVE HALF 60 TO PROVIDE 4ALVANfZEP STRAPPINGMFOP BY TIMBERS. X" a 'S(MPSON'SRONCTIE,TP. REFER SHT.CN-2 FOR CORAL SHAKER PANEL WALL PAINTED TO MATCH MORE INFORMATION) WINDOW'ANTIQUE BRONZE'. SOLID 13LOCK(NC,UNDER ALL WALLS PERPENPICULAIR To CORAL CLAP BOARD SIDING WITH S"EXPOSURE.COLOR: FRAMING MEMBERS AND NO MORE THAN S'-o"O.C. CREME-T6P 4"P.C.SLAB W1 6X6 10/10 WWM OVER 60 MIL VAPOP, MARVIN ELEVATE WINDOWS.COLOR,ANTIQUE BRONZE. 4 4 BARRIER ON 6"COMPACTED RCA.(PITCH TOWARDS REFER TO A-601.FOP,S17-ES AND FUNCrION. �3 @3 �3 DOOR) CONCEALED FLASHIM�;AT ALL ROOF/WALL TRANSITIONS, .161, VALLEYS AND CRICKETS. 5 CONTINUOUS RIDGE L VENT,TYPICAL OF ALL PIP47E5 60 MIL VAPOIR 30 YR,,!�AF sLATEL(NE ASPHALT LUXURY SHfN61-F ROOF 4"P.C.SLAB W1 6X6 1.0/3-0 WWM OVER MANUFACTURER RECOMMENDATIONS. BARRIER ON 6"COMPACTED RCA. 6 INSTALLED PER MANUFAC, L 7 CONTINUOUS RIDGE VENT,TYPICAL OF ALL RIDGES COLOR:EN6LISH GRAY WITH SEC, BLUE STONE PAVERS SET ON I"MUD BASE. STAIRS AND HANDRAILS SHALL COMPLY Wf TfQN 7 4 R311.OF THE RESIDENTIAL BUILDING CODE OF NYS 20;ZO FASCIA,SOFFIT,FRIEZE,WINDOW AND DOOR TRIM 8 �ALL FASC sle TYPax CW6 AT ALL WALLS AND CEILINGS OF S14AL-L BE CONSTRUCTED USING CORAL PAINTED 2-Second Floor 2-Second Floor GARAGE,TYP. ANTIQUE BRONZE 10' - 1 3/4'� � 10' - 1 3/4"A� HONED BLUE STONE PATIO/STAIRS SET ON I"MUD SET OVER 4"P.C.SLAB ON 6"COMPACTED RCA.SLABS SHALL lo GENERAL ELEVATION NOTES, BE HAUNCHED,DOWELED AND EPDXIED TO FOUNDATION 6 12"O.C,.,TYPICAL OF ALL STONE PATIO/STAIRS. 1. ALL REQUIREMENTS FOR ROOF COVERING SHALL 69 IN 4 65 COMPLIANCE WITH SECTION R9O5 OF THE RESIDENTIAL BUILDING COPE OF NYS. 2. WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS ARE TO COMPLY WITH TABLE 703.4. 154 3. 7 MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION AND ALL FRAMED WALLS,FLOORS AND ROOF/CEILING L COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,IN ACCORDANCE W[T'H SECTION R31-& 4. HOUSE WRAP MATERIAL OR BUII-r)IN4!7 FELT AND ITS INSTALLATION ARE TO COMPLY WITH R703.2- 5. FLASHING MATERIALS ARE TO BE CORROSION- 1-First Floor - rst Floor RESISTANT AND ARE TO BE INSTALLED IN ACCORDANCE WITH R703.8,RI?03.2-AND R4O5.2.8. off oil z CENERAL ROOF NOTES, 0 r_ 1. ALL NAII-IN6 SHALL BE IN ACCOPPANCE�WITH TABLE U South Elevation 3.1,3.3A,3.4 AND 3.7 OF T14E 2015 EDITION WOOD West Elevation FRAME CONSTRUCTION MANUAL(WFCM).REFER TO 04 -��1/4�- = V�-O- WINDOW L_OAP/ST`RAPPIN(!7 DESIGN SHEETS WITHIN THIS F_ 14- 6 Ln SET OF DRAWINGS. z A-203 A-203 2. FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF 0 U AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF ApHesivE POLYMER MODIFIED BITUMEN SHEET 15 TO BE USED AND 15 TO EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 z INCHES(61-OMM)INSIDE THE EXTERIOR WALL LINE OF RIDGE RIDGE THE BUILDING IN ACCORDANCE WITH R9OS.2.7.1. 221 - 011 ROOF COVERING MATERIALS IS TO COMPLY WITH Oil 221 SECTIONS R9O2,R9O4,R9O5 AND 15 To SUBMIT INFORMATION,DATA AND DETAILS.ROOF DRAINS ARE 0 TO BE INSTALLED IN ACCORDANCE WITH P903.4 4. ASPHALT SHINGLE UNPERLAYMENT IS TO COMPLY WITH 6" z RqO5,2.3.SELF-SEAL STRIPS AND FASTENERS ARE TO V-0" RESPECTIVELY. COMPLY WITH PqO5.;7-4 AND R905.2.5 REsper, z S. CHIMNEY&VENT SHALL COMPLY WITH SECTIONS Ml Sol THROUGH M1804 AND CHAPTER 2-4. 6. 6C,SHALL INSTALL ROOF DRAINS OVER INTERIOR WALL TO ALLOW FOR FIRST PLUMBING ELBOW AT NEXT f', \ 4 i I I \ Hh�71415ST FLOOR.WHERE UNACHIEVABLE CONTRACTOR N _A SHALL PROVIDE ADDITIONAL SPRAY FOAM INSULATION TO LIMIT FREEZING/CRACKING OF ELBOWS. IN N Ln ­0 I—Ii I i :__ — — — __ — - - — _ ?3, 4 4 .3 03 7. ALL FLAT ROOFS SHALL HAVE A MINIMUM PITCH AT114" z PER FOOT,DRAINED TOWARD ROOF DRAINS AND/OR L 4 SCUPPERS. z 2-Second Floor 2-Second Floor 3W� 1 3/4" 101 - 1 L I F z 16 0 ISSUES REVISIONS 59 4'" � DESCRIPTION DATE No. FPF ISSUED FOR BUILDING PERMIT 9/21/22 1 _tk 7 ( 1,5 z 0 4=7 -7 z 1-First Floor 1-First Floor oil 77-i ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO El THIS HI PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT,SUBMISSION OR DISTRIBUTION TO 6 MEEST OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES N CONNECTION WITH THE 0 PROJECT IS NOT TOBE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON z East Elevation LAW COPYRIGHT OR OTHERRESERVrD RIGHTS. North Elevation 0 A-203 _011 7) 114 1 51 Foll r5 A-203 New Construction U 41 —RIDGE 9_1� Stack Residence RIDGE 7 221 Olf 22' 0" '710 Detached Garage 765o Nassau Point Road 7 Cutchogue, NY 11935 ARCHITECTURAL DESIGN, PLLC -0. LOFT LOFT 2 BARDARH.COM PO BOX qo,BLUE POINT,NY 11715 TEL:(631) 56o-79o8 wbarba@bardarch.com 2-SecondlFllo/oor 2-Second Floor 1 - 10, - 1 3/4" DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. 15 VESTIBULE JOB No. 2133 E D Ali, p'm J. tq DATE 2-CAR GARAGE r 08/16/22 2-CAR GARAGE DRAWN BY 0.1 011 7 1/2" h A- 011 BB 1-First Floor 1-First Floor 0 % SCALE -d ------ W 0-Foundation DWG No. ------- ------- DRAWING TITLE -31 - 01' -31 - 011 U) 0 z �_d I d I e NOV 6 203 -203 GARAGE N-S Sect'io6:@-GaraIII S ction'@ Gariabe 0 ELEVATIONS A 1/411 = 1 1-01T C) 6i SECTIONS 0 Z . KEYED NOTES: FOR PERMIT STRUCTURAL LEGEND OEARlN4 WALL SHEAR WALL ®® STRUCTURAL WOOD POSTS ® STRUCTURAL STEEL POSTS INDICATES SIZE,SPACW67 AND F.J. DIRECT70N SPAN OF FRAMING SHT. SECTION TAG z Q z O N (2) 2x10-HDR (2) 2x10-HDR v 3 Z # I I I I I 12X10 R.R. I I I @ 16"O.C. -- 1 I � I I � I I i I I; --- -- _-__(2)2x10_ HDR._-=--.. � z LL- I /� O J I I pI, I \\ — 2X10 R.R. 2X10 R.R. // CU o @ 16 O.C. I'I @ 16 O.C. CC O v� C>1 W CD Z M co N z f N N oc o �.� N I I ��� oc Q o /HSS4X4X1/4 N va iI II M_j /\// /W10X - FLUSH -' ! I \ II I iJO (3) 1-3/4"x14" LVLw/(2) 1/2"SFP-RIDGE — — — — — — — — — — — — — — — — — — — — - — — — — — — — I z HSS6X4X1/4 — �-� i CO co to o � � III III o U o 1® N@ //P�y�`' w l I \\��L ob 0 0 III III _ ocm CD X rz nI r I I I I o_ \cic� LL v xI — — Ix � r �/ - - z0 co \ M t l ISSUES / REVISIONS El1 J I \� \ I DESCRIPTION DATE No. H I I i J I .� 2X10 R.R. \ � i ISSUED FOR BUILDING PERMIT g/ai/za i w O 1 r W i ; -----(3)2x10 RR ----- - -- --- w 2Xj =----_ --_ �� i Q i I O R R. � I - o 0 z @ 6"O.C. 2X10 R.R. w VAULTED CEILING_i N N i @ 16"O.C. �' (3) 2x10 R_R_=2 f __ rALL i c^v v I i I,M SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO ❑ / ..- -__-_.__` _ - THIS ROJIECT AND ARE NOTTO E USED CATIONS AND PON ANY OTHER PROJECT.SUBMISSION IES THEREOF FURNISHED BY THE H RED DISTRIBUTION BFF UTION TO I f z (3)2x12- FLUSH \ ION IN DEROGATION OF THE ARCHITECTS COMMON � MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE � _-_- __ -� _ _ PROJECT IS NOT 70 BE CONSTRUED AS PUBLICATION 1 i � ,__,- � � - - � I - - -�---- ------ ------- ---'--- LAW COPYRIGHT OR OTHER RESERVED RIGHTS . (3)2x12-HDR New Construction w �,W) 1 3/45 LVL-HDR Stack Residence Detached Garage 765o Nassau Point Road Cutchogue, NY 11935 n First Floor Structural Plan n Roof Structural Plan 1/4" = 1'-0" 1/4" = 1'-0" I� ARCHITECTURAL r3l­i�, A . R;3 DESIGN, PLLC PO BOX go,BLUE POINT,NY 11715 BARDARH.COM TEL:(631)56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 v SD ARC DATE C�\ca n.���� J. q� 05/27/22 y Q7 f ,� .I er is`• m�1 r`f �* , DRAWN BY r' BB r I, z SCALE ¢ AS NOTED 0 w DRAWING TITLE DWG No. U U) 0 GARAGE Z ° S-104 0 STRUCTURAL w 0 Z . KEYED NOTES: FOR PERMIT ELECTRICAL LEGEND 0R 1 RECESSED CEILING FIXTURE-4"LED 0R2 RECESSED CEILIN6 FIXTURE-4"LED/WATERPROOF 0R3 RECESSED CEIUN6 FIXTURE-4"LED/EXTERIOR ❑P DECORATIVE PENDANT LIGHT OS DECORATIVE SURFACE LIGHT DSc DECORATIVE SCONCE Vx4'SURFACE MOUNTED L1614T S2 2'w2'SURFACE MOUNTED L16HT ® EXHAUST FAN CEILING FAN CJ� SINGLE POLE SWITCH Cn- THREE WAY SWITCH C/) FOUR WAY SWITCH cn- LIGHTING KEY PAD DUPLEX RECEPTACLE DUPLEX SPLIT WIRE RECEPTACLE DUPLEX WITH GROUND FAULT INTERRUPTER DUPLEX WATERPROOF 6Fl z 3 DEDICATED CIRCUIT Q220 VOLT RECEPTACLE DUPLEX RECESSED FLOOR RECEPTACLE z O _ OSMOKE DETECTOR sD :, _._____- a. -��,. ° co CARBON MONOXIDE DETECTOR 4 GFI GFI 220V \ J LIGHTING CIRCUIT JS, _ O 1 U } I ELECTRICAL NOTES_ T. OUTLETS TO 69 CENTERED HORIZONTALLY ON rmsEeOARDS,TYP.;SWITCHES TO BE MOUNTED 42" z A.F.F.,TYP. O 2. CLOCK RECEPTACLE AND PICTURE LIGHT HEIGHTS A.F.F. TO BE COORDINATED IN FIELD WITH INTERIOR DEIS6NER. _ _ i ;(I 3. COORDINATE FIXTURE LOCATIONS WITH FRAMING,HVAC O / \ �p, / \ PP PLANS,INTERIOR DRAWINGS AND REFLECTED CEILIN6 1,.I PLANS;IF A DISCREPANCY OCCURS COORDINATE IN THE FIELD WITH THE ARCHITECT. \ II ',', 4. CENTER ALL OUTLETS UNDER WINDOWS WHERE z g@ I \ APPLICABLE. 5. COORDINATE CLOCATION OF THERMOSTATS W/ INTERIOR ELEVATIONS. - ' I i b. GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL DUCTS,FANS,AND a I M LL r^l i Q 7. WHERE:OUTLETS ARE NLOT SPEGFALLY LOCATED ON LL THE DRAWING,PROVIDE MINIMUM NUMBER TO SATISFY ALL GOVERNING CODES.LOCATE AS DETERMINED IN W I ;Vi I (, / I _ _ THE FIELD WITH THE ARCHITECT,WHERE OUTLETS ARE REQUIRED BY CODE AND INSTALLED WITHOUTSPEGFIC DfREGTfON,LOCATE AS DIRECTED BY THE ARCHITECT VO _ �k�4,I AT NO ADDITIONAL COST TO THE CLIENT. 4 / ' I P / 8• SMOKE,CABON MONOXIDE AND Hf614 TEMP DETECTORS WILL BE INSTALLED BY SECURITY SUB CONTRACTOR Z \ / \ I / j 9. PROVIDE HARD WIRED SYSTEMS,NOT WIRELESS; / INSTALL SMOKE AND HEAT DETECTORS PER CODE. 9 W. CONTRACTOR TO SUPPLY ALL FIRE PROTECTION BY i O U � I - ISSUES / REVISIONS I, DESCRIPTION DATE No. �3 ISSUED FOR BUILDING PERMIT /21/22 1 F- GFI - GFI 220V - .TO LIGHTS ABOVE 1UP TO SWITC44 ❑ BEFLOW I❑ �, B \ i / !V 1'e i P ! ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND TO PENDANT i I, SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO 9 �', / ' $ THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO Q' I ABOVE f� / k �I/WP GFI ' f I MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE 663 1 \ f ,,,,,,,,�.,,, ONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON Tr Cz7 - ----- ------ --- -- — --- -- ? I LAW COPYRIGHT OR OTHER RESERVED RIGHTS T h4 �WPGFI ( New Construction I ; Stack Residence Detached Garage a 765o Nassau Point Road ❑ -- —__ Cutchogue, NY 11935 1 First Floor Electrical Plan 2 Second Floor Electrical Plan :y ARCHITECTURAL DESIGN, PLLC PO BOX 9o,BLUE POINT,NY u715 BARDARH.COM TEL:(631) 56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 AZ-f, <,� ED .' DATE 05/27/22 ��• � DRAWN BY � li BB z SCALE ` S AS NOTED 0 W DRAWING TITLE DWG No. U 0 GARAGE Z E-104 ° o ELECTRICAL _ w F- 0 z