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HomeMy WebLinkAbout46844-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46844Date: 9/17/2021 .... .... ..... ................... Permission is hereby granted to: enneth O'Brien,............ ............... . ..... . 1020 Vanston Rd ..... ------------------------------ .....---- - ..... Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 1020 Vanston Rd Cutchoaue ­­_.............................. ........................... ........................ ——-----------—----------------------- SCTM # 473889 ­­ _-1 ... ...... .................................. ...................... —-----....... .......... ... Sec/Block/Lot# 104,12-11 1.. ........... ...... ..................................... ..................--—-­ .............. Pursuant to application dated 9/14/2021 - and approved by the Building Inspector, To expire on 3/19/2023. Fees: ...................... ............ SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $462.80 CO-ADDITION TO DWELLING $50.00 Total: $512.80 Bu ingg Inspector °�,`�+J11 TOWN OF SOUTHOLD—BUILDING DEPARTMENT o� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1$02 Fax(631) 765-9502 1�i��:; /f���� .:�a::���a���a��:;�v�:::��rR�r�:� Date Recelved PII�u'L ATIOIY FOR Bl 1 L '" !SEIVV or Office Use Only Fy PERMIT N0. Building Rrrspetrr._.__ Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: ISC&M# 1000- Project Address: O Phone#: Z _ Email: Mailing Address: VA CONTACT PERSON: Name: 5 Mailing Address: Phone#: Emaif: DESIGN PROFESSIONAL INFORMATION: Name: 54M re,, 6J e A6w6— Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name. Mailing Address: Phone#: — Email: Y-O 0—�4 —--------------. .......................... DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes Plo Will excess fill be removed from premises? Kyes El No 1 PROPERTY INFORMATION Existing use of property: 1. ,4A4. !2f Intended use of property: 4 5 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E]YesXNo IF YES,PROVIDE A COPY. heu:* 1'3'ox Aft er flei�hd4r%g: The owner/contractor/design professional Is responsible for ail 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 State Penal Law. Application Submitted By(print name): Authorized Agent DOwner Signature of Applicant., Date: STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF Qualified in Suffolk County Commission Expires April 14, 2D_a3 yl� tX)4 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Fontract ',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 -day of 20—QL2 Notary Public P R 0 O1,1,E R OWNER AU Ill HORVA ON .............. (Where the applicant is not the owner) I,_ --residing at cu"? C, U do hereby authorize_M4, ---- apply on my behalf to the Town of Southold Building Department for approval as described herein. (D Owner's Signature ate Print Owner's Name 2 FF01 ELIZABETH A. NEVILLE Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 Southold, New York 11971 REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER Fax (631) 765-6145 RECORDS MANAGEMENT OFFICER Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @ $10 W or Non-Residential @ $25 Application No. Permit No. Applicant Narne -.4)0-1-11`4L Applicant Mailing Address )3 Q C Septic Tankr Cesspool Brief Description of Proposed Construction or Alteration, ............. ............ ... ..... ......................... Location of Proposed Construction/Alteration: Owner of Property: ............. ....................... Owner Mailing Address: 3-7 Owner Property Address:_._ --------------- ........... � c,✓ (e.._ .f� �''... `�.. ..�.~'�-.. Name and phone number of contact person Tax Map No: Section y Block ...... Lot Cross Street 11%) 1 ­'­­­­­­­--­...... ........ NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY NVITI I HEALTH DEPARTMENT APPROVAL 00/' Signature of Applicant Date Received by: ............ fIPIJ!G�III NVy� �'W TeWph ( 1) 766- 1802 Town I'IM nn � ��I," w °I Fax 5- 54375 Mah Road r .0. Box 117 r � ffi ¢ , 11971-095 Qlll�om MENT MI� MOMM� � wswMi,.w�MMr'�MMMMMM.WM..M",� M.MMMnMM.,.MxMM., TION I .I. C �� .. ... . Location of Propeirty: __J'a,Z�9 mease tadlikenotice that time ( f)ck applicable fine): New commercial or repMential structure .b ,Addibon to exishlig habilKatio rm to an existrig l or - m nfial stnicture to be constructedr performed t time subject property refercance above Wit a bli ze (check applicaNe fine) Ti uss type cznstructon (17) ..,.,engin r nsr -boom ) Timberconstruc0on (TC) .................................... in the follovAng li r m ( (came(„ applicable llne): Floor frarning, indudMg girdefsand beams (F:"-) Roof framing ( F°poor and roof framing (Fps) Naffm (persorusubmiffing this form): __ Capacity (check applicable line): Owner Mmm If , e ELIZABETH A.NEVILLE MMC " Town Hall 53095 Main Road s � ' TOWN CLERK P.O.Box 1179 '�' Southold,New York 11971 REGISTRAR OF VITAL STATISTICSw �t MARRIAGE OFFICER Fax(631)765-6145 � � �` RECORDS MANAGEMENT OFFICER ��� � Telephone(631)765-1$00 FREEDOM OF INFORMATION OFFICER , x;ti�� www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department � FROM: Southold Town Clerk's Office o DATED: September 14, 2021 RE: Cesspool Construction/Alteration Application Transmitted herewith is a copy of application No. 5064 for a Cesspool/Septic Tank Construction Permit submitted by: Mark Schwartz Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. * * * * * * * * * * * * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE ...n_____ _�_.... ... Comments: ...................................................__................ _......_.... _ __ .. Signature ....,.......w .........__.______.w� ... ..ww....... www._________.._...__.,.. Dated Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/14/21 Receipt#: 286952 Quantity Transactions Reference Subtotal 1 Septic Permit-Construct- Resid 5064 $10.00 Total Paid: $10.00 Notes: 104.-12-11 Payment Type Amount Paid By CASH $10.00 Schwartz, Mark Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Schwartz, Mark Po Box 933 Cutchogue, NY 11935 Clerk ID: JENNIFER Internal ID:5064 ............._._... �m _ . .........._._ SCTM 1a©0-104-12 11 ` DESCRIPTION AREA LOT COVERAGE: EXCAVATE FILL ,,. 9 � Y'S k a ESTIMATED AREA OFV SSO4 SO FE GROUND DISTURBANCE y,nt f t I r IXISONG GARAU: 937.45O Ff 364% MISTING - 1 I(l MISTING HOIBL 1611.4 ICIFT 6,43% E14M.G SOUTH POPGH:~NNµ923 SQ PT„ 0-36% gggW.».,•,m *µW W4M ` �'' EKKnNG WEST POACH: 44A SQ FF. 0.17% - ._..,_ .ry72S ISO M. ..,.....,,pd6961.�..,..m •..mmm..... M µµYa,, „q,_. HAS' SILT FENCING PROPOSED ADDITION: 657.0 SO.IT • 255% 109 CU.YD. 35 CU.M ,�•�....,«F•�•µ,�•'�•,�.,�.••�'.•• ••,••',••» ,••��•�•••��,�••m•�""�"� ••,^�^"` LIMITS OF CLEARING TO BE OPOSINED SM EXISTING]„.......,,��... ................ ..�.�.�.,.. ,..,..CU.."",,,,...,,.,,...........,....,.. PtEX�OSE43FDfICSYSTEMmNG) - 144 CU.YD. wcu.YD. NO MORE THAN 20'FROM PROPOSED WORK AS w— _.. ....m. PROPOSED o0.YV41L: m14 CU Y0. M2*CU.YD.m INDICATED ON SITE PLAN ....TOYAL •M33]2.1 SO.••Ff••••w pNwnmmMl3.lSm%••••••• 216 CU.Yb '...B]N Yb. 7 pp ASFEfS 6 BOUNDS 9Y: NATHAN TAFT CORWIN IN SURVEY DATE JANUARY42017 ". * ® 5'+. BASFb ON NAVD 1988 � d i 4 EL.44 TEST y �C814 bW $H OWER OWS.C.➢t' p, " h11�k- a"","""�a f ON aJutlbP. 12508al STY ,x^" Z�.wy4G 7Atdf , I"`ti 1 EXISTING T HOUSE P trti.,g�^G O ., , ) �✓ 06°k.FL Pt,. .a� p� I Po ZeT;S,°vfb+ IPP q�` f"'ti ONS Sr17P - „^" Bala 11 frhi LEACHING POOL EXISTING 1 STY 4� UC RE RFQUIREMENTS� FIN.FL EL 45.5 p ExsnNcsErrlcTDaE HOUSE " d l ma if lwsraui'a11 "wrL-rm 50AS SHOWN G7 €, , EMST NG WORK9" ,... . � FIN FLOOR I EXISTING 1 STY w / L Lu, 6 . 6G RAGE SLAB EL453 /may .. � �„ ✓ ', „„,,,,,„, EXISTING GRAVE 081WEWA p 10 EX ROOF � Y � .�- 1 � v SIT 00,49 ,- al.E ar ,. a,a !....,... „- I ................. ............... ....... .......... McDonald (34-oscierice Box I000 Swahold.rVY 1071 631,7613677 \N f!w lest 1-1de Data Sheet. J 'XIS'l M Nane: O'Bden /�r;rING PATIO ON GRADE Stoveyor ING Locafiw i4asgau Pt EXISTING 12 0 Tax.Map ' �A TaNurntw: 1000-104-12-11 MASONRY FT ON(iRAI,, Proied.DeripfioiaRes U Z EXISTI Datp: 101P76),020 Em 'mii EXISUNG SEPTIC TO BE FIN.I REMOVED PER SCHDS D,wi birom loam 011. MA'I'iONR , 110 CIN G 0& REQUMIEMENTS MSTALL NEW SY57EM ' 'mug--- Srww sOty Sand SM AS SHOWN 12.0 �4 3 EXIST NZpG WORKSI-4p II FIN FLOOR EL.46'3,, Cirown fim to innedium wind SP u rn z EXISTING 0 1 STY, GARAGE 0 SLAB EL 45.3 24,4, E)(IS1 ING GRAVEL\DRIVEWA)' EX,ROOF )VERIiANG 17' (;onmenm No watew,encountered 4n HOUSE FF.45.5' FINISHED GRADE LOCKING CASTING LOCKING CASTING TO GRADE _._._.__. TO GRADE ........ . ...... TOP EL 43,0--t— I M,IN. TOP El 42 2 I'w.wm i MIN.W'DIA. CLASS 2400 4"dia. CLASS 2400 la�PIPE 41.4 PIPE 42.0 1250gal 42.5 OR EQUIVALENT SEPTIC OR EQUIVALENT LEACHING min.PITCH 1/4711TANK min.PITCH 118A' U POOL Ro ------- 37.2 .................. –—----- 3' 29.7 MIN. GROUND WATER ............. ............... ........--------- PROPOSED SEPTIC ECT�..........._.....,_.....,,............. u e r r a c d w �r :M S1 HYG BASEMENT LX%7 3 Rpoway';2 J 4 22L EMU 2l M¶uama Ufa&WLIL C w r A & PORCH � 1 PROPOSED FOUNDATIO a 0 �4 s raw cpr. m, �,r br,a Vi,µ t w z,ccs as ur'a E 67 NG HALL 7--nU -,, ��ti�O.w:P��.Q�""u�uart.�a� u:�.rrflsr�uimd�u'ru.co� ucb IN K.MHUN ... p RxisrINGI M PROPOSED F SCALE: 1/8" = V-011 GARAGE FLOOR PLAN SCALE: 1/8"= V-0" REVISIONS: �J FSE LL O J OOCO — OI 1 - O PROPOSED WEST ELEVATION SCALE: 114" = l'-0" � o z W z � x0 U o O ~ u 0 14 v mmoi+ x am, T � V � C) ib � cz Lo U a`00 in v v 0 c4 LiLQn N un EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0" i Tu Cay! �1 DRAWN: MH/MS N SCALE: JOB#: 22339 �Oe� 9/13/2021 O SHEET NUMBER: N E A- 1 REVISIONS: I -T I T 77-1 -.1L. T T] I I I I I I I I I I I I I III 1 11 1 1 O i L I I I I I I I I I III Hill III I T Ill III III I III Il I Tl� I-L L I Li I 11111A Hill I I 4�-Ll I I I J�y PROPOSED SOUTH ELEVATION SCALE: 1/4" = l'-O" 0 C O �D u CD r-� cu en X 0 Lo as mm r-4 L04 in U 00 cq a) Qj r. o u 0 V EXISTING SOUTH ELEVATION SCALE: 1/4" = l'-O" DRAWN: MH MS N SCALE: JOB#: 9/13/2021 SHEET NUMBER: A-2 REVISIONS: Ell TI I IIH t�y -Y� I Y-YT� p I I 'T I Y-I I 1 1 L 1 1 -71—11 TI I I I I I I I I -T I 1 11 1 1 11 1 1 1 11 1 11 11 1 1 YFYTYTTL,�-TwWnLm-?,Tffi 1 11 1 11 11 1 11 - 11-L I I I V1 1� O PROPOSED EAST ELEVATION Q SCALE: 1/4" = V-0" 0 � o z W z z o o x M ('V F �ti D 0 r� r-i p v Lr) u rn To � in N v W M3 U O d N d EXISTING EAST ELEVATION x SCALE: 1/4"= V-0" 1� IN X .� DRAWN: MH/MS N N � SCALE: JOB#: 9/13/2021 33 SHEET NUMBER: OF NE`lq A- 3 REVISIONS: 1 I I O i 1 1 OI EXISTING BEDROOM EXIST. EXISTING BEDROOM W 00 BATH w/D � D O --------------- F--�I EXIST. EXISTING ENTRY Q BATH o /CHIMNEY II I I 00 ' I I I , 00 ' 1 , 1 , I , I I � II I I EXISTING SUNROOM II I I I I I I W EXISTING KITCHEN O-f]1 c 1 � FLi I I � Q I I I I � ----- EXISTING DINING cn7 W I I Z ------------------------------ ' W II I -------------------------- I ----- I --------- I I II II I I II I , I I I I I I I I I I I I I I I I I I I I El 0 � uE cn 4 !- O C� LoGs;{ as r) o EXISTING LIVING ROOM v CH" m m Ln U rn v c f N v ^C) W F-I III II' III III ul III III 111 III III III III ul In u 111 III H 111 III O EXISTING FLOOR PLAN N ----------------- SCALE: 1/4" = 1'-0" ----------------- U cUn ED DRAWN: MH/MS N .01- SCALE: JOB#: 9/13/2021 2339 ��� SHEET NUMBER: A-4 REVISIONS: 1 I I I I I I 22'-7%" A O 610 I --- H o n n 1 I I I W I f I c 2X8 DF#2 FJ @16"OC 2X6 ACC,SILL PLATE •-- ,� =o COPPER COATED SHIELD --------------------------------------------------- ---------- ------------------ - SILLSEAL W I - "n 1 DRL 2X8 DF#2 FJ @16"OC :it 6#5 REBAR 8" o I MIN. _(3)2X8 FLUSH BEAM___ '_' �_ i3)2X8 FLUSH BEAM__ _. ' ANCHOR BOLT (SEE ANCHOR BOLT DETAIL) LIT o r — _ — _ — _ _ _ _ q � 'lil 1 GRADE TO SLOPE ----- ____ 10-7/ 8 a I I ------------- r - J 10' 7%11 POURED CONCRETE AWAY FROM BLDG. FOUNDATION WALL d EXISTING I , 3 � '; ; �I —AS PHALTUMDAMPROOFING OUTDOOR SHOWER \ \ O MEMBRANE TO GRADE 1 2%11ISM iO N P1 #5 REBAR PROPOSED CRAWLSPACE c PROVIDE 2X4 KEY Illi I @12"OC 1 � � 11Ois F("�.,Il WELL it a 2"THICK � d CONCRETE SLAB c D p I ilii I I DBL 2X8 DF#2 F1@16"OC11 Q Q V p 811 I w � illi i ' iw v u IIII 311 Ali EX.2X8 FJ @16"OC 'I� vlu TTT 71 Q o a EX.2X8 FJ @16"OC X cV 2X8 DF#2 FJ @16"oc 4"COARSE SAND OR GRAVEL i--"'--i m'i;" 00 ' �I #5 REBAR 1 6 ; Ili 1 ' COMPACTED DISTING CLEAN FILL 3 16" CRAWLSPACEill LALLY COLUMN%V/ ------------- -• o (3)2X8 FLUSH BEAM - 2'X2'X1_FOOTIM i (3)2X8 FLUSH BEAM 1 EXISTING - FOUNDATION BASEMENT , O U ON DETAIL W w iISCALE: 3/4" = V-011 � o 1 , DBL 2X8 DF#2 FJ ii,16"OC -J 11 i--• n I I� i t l #5 REBAR@12 �j W F� o ------ ----- ---------------v l' OO --- ----------- Z CH n�i 1 v v v ✓'v . I- —d v v v W --- -- ---- ,; - - --- - - -- - w Z �D 1L7 p 7'-84'-6"" 0 ill illi I o x n 10 O U Illi _ H a SEPTIC EX.2X8 FJ @16"OC ;;' 3 EXISTING I O U n u DECK I O I EXISTING SUNROOM 3 FOUNDATION D a nl n I 'IIII IIII III ill — — — — — — —— — — — — — — J 111 Ili _-- Ill hili I 0 � Illil I • I EX.2X8 FJ @16"OC 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION CD TO MATCH EXISTING.VERIFY EXISTING FLOOR SYSTEM VS PROPOSED AND r_,� CC I 1 ADJUST FOUNDATION AS REQUIRED FOR FINISHED FLOOR TO MATCH EXISTING. N N r-I EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER NYS.RESIDENTIAL m m v0 CODE WITH A BITUMINOUS COATING. r LrJ ^'--' G1 I 1 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. i V FOOTINGS TO HAVE 2-#S CONTINUOUS RE-BAR.ALL FOOTINGSTO REST ON r-.I UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). o DUTCH WALL X O }" m IIII Z 3).FOUNDATION SLAB TO BE 2"THICK ON COMPACTED FILL. W-4In W C O 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED SILL PLATES N'' � �u..I Q, TO BE INSTALLED OVER COP-R-TEXTERMITE SHIELD AND FOAM OR FIBERGLASS °�,�" ,o_ d' SILL GASKET. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, Lf) U INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A C v MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO 00 FIRE- BE BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. r4 W O PLACE EXISTING CRAWLSPACE 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING ATS'-0"O.C.(MAX.)AND MIDSPAN. 7).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS W I � � F� V N E S PROJECT NORTH EXISTING I PROPOSED FOUNDATION PLAN PORCH � SCALE: 1" = 51 W N I I L — — — — — — — — _ _ J VJ 1e Mrs DRAWN: MH/MS SCALE: z JOB#: 9/13/2021 SHEET NUMBER: A-5a REVISIONS: 22'-7Y211 i v , WG ----- ------------------ -1r -- --- -- -- -- - -- - , ,- I I W 1111 I 1 (fl i Q IIII I � 1111 2X8 DF#2 FJ @16"OC in m _I IIII Q CQ 1111 10'-73/" I" `° 10'-7%" x DBL 2X8 DF#2 FJ@16"OC xiiii o¢ G I M 1111 N lilt l t O I I N I- 1 1 I V 1111 I I D I N , I I I (3)2X8 FLUSH BEAM — L3)2X8 FLUSH BEAM � 1 - — - � — - — - — - �1�'� - - — - — - — . . �, � COPPER COATED 2X6ACQ 1 I IIII I I I ° TERMITE SHIELD SILL PLATE 1 I •__I N I-- ° 1 -OVER- _ _ _ _ _ _ _ _ _ c u u Q 1 #5 REBAR r , 00 I .� 1 w �,I I � SILL SEAL I 10'-73/" 1111 10'-7%" v °• I I � i I I1 5/8"dia.ANCHOR BOLT p GRADE TO SLOPE f � EXISTINGI 81 3�2u ^_ I i 11 - w/3X3 SQUARE WASHER AWAY FROM BLDG. OUTDOOR SHOWER I v "'I M - _ AND NUT(TYPICAL) 1111 N `C ° I G I r' 1111 I I I Q O N � X 1111 ° CL 1 \ --- I -- N M 1111Bo D m 1111 I PROPOSED CRAWLSPACE o 1111 I pG I 1111I I Q J ,--lilt 8'FOUNDATION <' 1 0 1 I J CWEL EXISTING 6' °� — w Bo CRAWLSPACE 10'1 w I s°PC WALL CLEAN W 1 1111 FILL-1 ° U DBL 2X8 DF#2 FJ @16"OC -- t- L - II11 � I 0 I W Q IIII I ' < I U - -- 1I - — "" EX.2X8 FJ @16"OC - D lilt p IIIII I J 1111 V' 1 lilt n G d ?>qx _ D p -------B- IT_UM_I_N OUS \ COATING 3: IlH_7a6"_WHEIGH _ zEX.2X8 FJ @16"OC nl1 NIO # 0 -1 - 2X8 DF#2 FJ @16"OC O oSREBAR 00 #SREBAR M L @12"O � OF 1/2"EXPANSION JOINT `_ ,1__ 7'�'WALL HEIGHT L-^ a D VJ i l L_ D 0 lilt 4"CONC.SLAB o 2X4 KEYWAY -I nn _ ___-_--_--_________ LALLYCOLUMNivd 1111 I d o d o a p #SREBAR 2'X2'X1'FOOTING tilt i n (3)2X8 FLUSH BEAM _ _ _ ' (3)2X8 FLUSH BEAM � o —_— _--- n11 -COMPACTED 8'1 EXISTING ° ' ' ------ --- CLEAN FILL — A IIII __1WI__° 'a — 1111 BASEMENT v' 1 Q — -- 7'FOUNDATION 1111 1nl _ EXISTING IIII IIII I ,y J - CRAWLSPACE g 11u 1111 DBL 2X8 DF#2 F1@16"OC v IIII --1L1-- IIII I 7' 1111 I I Illi nil X 1111 1111 , II11 #5 REBAR WALL DETAIL �� IIII I I P\'1 1111 1 I P In @12"OC 1 D 1111 Ililt °G n11 0 ------------------ -"--- -- -- - -- ---- - --- SCALE: 1/2" = 1'-0° _I SII- I II CH` nunIInlinn1ilttt1 - nIIn11lI11nliI1li11I11 � `III r---c->'-v-�---e-r-�----------"---v---"e-r,-a--°�--------°- --r'-v---.-p- 1i 41-611 "- - - IIII 18I-4n O O O Inl 0 1111 O Z IIII Illi IIII 1111 I IIII IIII IIII IIII � I 1111 IIII Q SEPTIC _ _ EX.2X8 FJ @16"OC EXISTING O nn n11 1111 II11 Q I DECK M o U I w i IIII I n1l I O U I 1111 1 '� I O , EXISTING SUNROOM ` 1111 nll I FOUNDATION - "'-- � 1111 IIII I � nil IIII IM nn 1111 IIII I IIII IIII _ _ _ _ _ _ _ _ _ _ _ _ _ _ J IIII IIII IIII IIII IIII ___ IIII IIII I O I IIII IIII , G I EX.2X8 FJ @16"OC n , I nn nn I O g n I I¢ EXISTING CRAWLSPACE 111' 11 n I o l0 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF FOUNDATION EXISTING � n i iLL TO MATCH EXISTING.VERIFY EXISTING FLOOR SYSTEM VS PROPOSED AND N ADJUST FOUNDATION AS REQUIREDFOR FINISHED FLOOR TO MATCH EXISTING. CRAWLSPACEcu M o II11 lilt 1}—D I EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL rn CODE WITH A BITUMINOUS COATING. o ,� ACCESS n 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. cz DUTCH WALL FOOTINGS TO HAVE 2-#S CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON G �O, nn in' UNDISTURBEDSOIL(MINIMUM300D#CAPACITY). TO ADDITION °' ob 3).FOUNDATION SLAB TO BE 4"THICK ON COMPACTED FILL. ctS av 4).PROVIDE 2X6 ACC,SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES Lr) U TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS cy� SILL GASKET N Q) I_; 5).PROVIDE S/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, \ W > INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A FIRE- v" MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO S O PLACE EXISTING CRAWLSPACE BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.(MAX.)ANDMIDSPAN. W 7).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. V O CRAWSPACE SECTION SCALE: 1/2" = 1'-0" N I I " I I I I I EXISTING I PORCHI E un PROPOSED FOUNDATION PLAN ALTERNATIVE N 5 PROJECT NORTH SCALE: 1/4" = 1'-0'I L _ _ _ _ _ — _ _ — _ W � r uw �I D A;�cy 441 s 7) ��� DRAWN: MH/MS Y" N SCALE: JOB#: _ 9/13/2021 SHEET NUMBER: 2233°' �0 0 F P�1�� A-5b REVISIONS: CEMENT BACKER BOARD CL CERAMIC TILE OVER 9-12" EXTEND MEMBRANE THINSET(TYPICAL)— — — — — — - 48" 126' UP WALLS AS SHOWN SHOWER DRAIN 3" ��� FASTEN AT TOP ONLY (TYPICAL) CURB 1 ' �7 I I I I TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN ' I I 22'-7%2" I 1 1 I 10'-8%2" 6'-3%2" 5'-7%2" I 1 1 A 6 10 i CW135 CW135 12"X24" TOWEL BAR LOCATION I11 1 (min.12") i m e. (3)2X8 HDR m O 2X8 HD N USEVINYLJAMB O GRAB BAR LOCATION TOILET-PAPER I II /II w -N 77.84" HOLDER ' I S ( g ) LINER AT WINDO z LOCATION VARIES(VIF) 15" 54" I 115" N >- 48-60" 1 o g m (n 36-48' (VIF) 36" - -------------------------------------------------- I O x w 00o ,s" 26" PROPOSE ASTER BATH N w w 2x8 #2 "oc In o0 SHOWER HEAD NICHE PLACEMENT SHOWER SEAT - PROPO ED Q _ FIXTURE BLOCKING AT BATHROOM i , 10 J WALK-IN I `-, CLOSE '' 2`a" / // //,/, ,. Ln I , / O I - La 1 ' CD 0 l I I -I ------r------------ ----- ----------ra-----N------ ----- -- - - 1 HOUSE RR I � I I r 1 \ r TW3046-2 ' - Il—•I' 2X8 DF#2 CJ @ 16"OC ' REMOVE EXISTING AWNING WINDOWS Cr N REPLACE WITH NEW EGRESS DBL.HUNGS / / JJc 0000 ><I ' 1 / L I - I 1 <- - V w PROPOSED MAJER BEDROOM EXIST. / CATHEDRAL CEILING \ - EXISTING BEDROOM - EXISTING BEDROOM LINEN zX FALSE RR 16"oc Q BATH - ' I I p REMOVE EXISTING ' 01 N N WASHER/DRYER i m INSTALL CLOSET (3)2 8 HER M SHELVING N D — — CX SIM DH ** MA CH'46 4'-0" � WINDOW HEIGHT I I o � EXIST. a 2X8 DF#2 16"Oc EXISTING HALL _ NON-STORAGE RAGE BATH ; I o 00 N x // Ln NT 1I.0 P D m K ^W� O u %CHIMNEY•" I N I--� Q� (3)2X8 HDR (3)2X8 HDR O I 1 TW2646 TW2646 00 ' I 0 6 3; 9" 8'-1111 5'-0" 2'-0%" 2'-5%" z 00 ------ z 610O I 17'-8" 4'-6" c EXISTING SUNROOM EXISTING DECK o H EXISTING KITCHEN U ol 1 , o ' 1 , I I n EXISTING DINING I i i I -------------------------------- � � o i i m NIV' q 4 � o >~ .. 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE O Lo ♦� + RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING r3-+ MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. O `" x o � ' 2).NEW WALL PLATE HEIGHT TO MATCH EXISTING(8'-0"),VERIFY IN FIELD. 9).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. w� � � � \ WALLS:R19,FLOOR:R21.EXTERIOR OPENINGS MAX.U 0.30 3).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 12'-0.. j 5 � d Q — — — — — — — — — — — — EXCEPT WHERE LINING UP WITH EXISTING WALLS. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. ^ REPLACE EXISTING BEAM w/(2)1-3/4X14 ML UPSET BEAM BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE Ln U AREAS. 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED N O v WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. C) W / HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. LooS�.j ° 6).PROVIDE 3-2X80 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 13).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. �— UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK / EXISTING LIVING ROOM STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH / ( SIDE FOR MICROLAM HEADERS. k] H /CH/'/ 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 1 (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, �+¢/ U FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. O PER CODE. (n N N n n S PROJECT NORTH PROPOSED FLOOR PLAN N � SCALE: 1/4" = V-0" W ----------------- ----------------- Dq�C ----------------- � \11N ,7 ----------------- c � DRAWM N: H/MS - N SCALE: al JOB#: 9/13/2021 X22339 ��� SHEET NUMBER: OF N B REVISIONS: I U I I I I I I 1 I I A 6 - - - - - - - - - - - - - - - - -- - - - - - - - - — - - - - - - - Ir — — — — — — — — — — — — — — — — — — — — — — ; I I I I I I I I ' ---------------, ; I I I 2X8 DF#2RR@16"OC I --------------------------- II II I � I I I II A I ; I I II 610 I I 12 I L - _ - _ _ - _I- - - - - - - - - - - - - J I I V I r - - - - - - - - -I - - - - - - - - - - - - - - ' I � `------r-------------- --- I I---------------I -I --------------- ----' I O 12 2X8 bF 2 RR 16"OCpp 4 I II I I II I I 2 � 12 I X9-1/2 ML RIDGE I �o I I N o cr I I 8 II I I IL �0��1 I I f I 2X10 RIDGE I J L _ _ _ - _ - _ J L _ J L I I I L I I I - - - - - J r - _ - J ; L+y� I I o 2X8 DF#2 RR P16"OC I II II ; I o 12 I -'_ - - - - _ _ _ _ - - - - - w I r^ J L J —I 1 — _ _ _ _ — — _ _ _ — — — — _ J L _ _ _ _ _ _ _ _ _ _ _ _ _ J v� o 0 Lj/ I I I I f /61 0 Z II I ~ O I I M�M N U � I o ' I I II II I I II 1 I /II II II o I I 1.INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 6.USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. cr) N s~ � .� o I I / 2.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. 7.ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS x �n u GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. CO Co I II u I/ 3.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 8.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!I!SHEATHING �� X �Ol m J/ R—+ w +amu .E — — — — — — — — — — J I (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE / I aj Lr) 00 � WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS \ PER CODE. COMPLETE. O s p. 4 � 4.APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. n /I I 9.INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. (.J mcu 5.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT DIRECTLY TO THE DECK ALONG EAVES. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 00 00 a USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT I CUTTING INTO SHINGLE SURFACE. oW II 10.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. / II I I �I II O N I E ROOF PLAN N--4— PROJECT NORTH x SCALE. 1/4 — 1 -0 W C7 Ev I N 3C, y% N DRAWN: MH/MS Irl SCALE: N _ -:; JOB#: � 0�23�g OQ- 9/13/2021 �OF N \^! SHEET NUMBER: 7A- REVISIONS: (2) 1-3/4X14 Generated by REScheck-Web Software ML RIDGE _ Compliance Certificate 12 S � 5 Project O'BRIEN @16OC 12 5�5 5( 2�$OF 5 @16"OG 1-3/4X9-1/2 ML RIDGE Energy Code: Cutc IECC �� Location: Cu Single-family New York �$�P�S (3) 1-3/4X9-1/2 Construction Type: Single-family Z Project Type: Addition M L VALLEY �J Climate Zone: 4 (5572 HDD) ) Permit Date: — Permit Number: _ — 2X8 CJ @16"OC Construction Site: Owner/Agent: Designer/Contractor: 1020VANSTON ROAD CUTCHOGUE,NEWYORK (3) 9-1/2 MIL (3) 1-3/4X11-7/8 3 63 _ _ _ _ HEADER Compliance: 4.5%Better Than Code Maximum UA: 110 Your UA: 105 Maximum SHGC:-0.40 Your SHGC: 0.34 11/4 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. 11/4) 11/20 11/41) 11/4 It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 0 WALK-1 N W.C. LAV. LAV. I3„ Envelope Assemblies 00 W.M. CLOSET MASTER BEDROOM F.A.I. f—� SHOWER a'k.�al.�li't ;J� ;,�,,v�•,'� a�'��. °..�'�«l�'.i-� !.L:;� I Ceiling 1:Flat Ceiling or Scissor Truss 391 30.0 0.0 0.035 142X12 BUMPOUT 2 3 11/2 Ceiling:Cathedral Ceiling(no attic) 266 30.0 0.0 0.034 9 SOLID BLOCKING WALL C.O. I 11/4 I C.O. Wall:Wood Frame,16"o.c. 840 19.0 0.0 0.060 4e UNDER BEARING 11/4 .270 8 3 Window:Wood Frame 28 0 SHGC:0.34 WALL (TYPICAL) hFF-�-"ill 3 _ Window 1:Wood Frame6 o.z7o 2 _ _ 3/4" SUBFLOOR 6" CANTILEVER TOAPROVED SHGC:0.35 DBL. 2X8 DF#2 FJ @16"OC 2X8 DF#2 FJ @16"OC EE (MATCH HOUSE) 4"C.I. SEPTIC SYSTEM Window 2:Wood Frame 8 0.290 2 SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP HOUSE SHGC:0.33 — — Floor:All-Wood Joist/Truss 657 30.0 0.0 0.033 22 a, a 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other •� 2X6 ACQ SILL PLATE (3) 1-3/4X7-1/4 •Q calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in It 8" PC WALL REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. — �° TERMITE SHIELD �� ML GIRDER ob T� PLUMBING SCHEMATIC ' SILL SEAL LALLY COLUMN b o DAMPPROOF v1 SCALE: NOT TO SCALE Name-Title Signature Date CY7 '4t, (TYPICAL) 2" CONC. SLAB ''o � °' v• p q o cQ O �n 16"X8" FTG ~ 2'X2'X1' FTG (2) #5 REBAR Q Q Project Title:O'BRIEN Report date: 10/30/20 Data filename: Page 1 of 1 A CROSS SECTION A 10 SCALE: 3/8" = V-0" ------ ----------- 0 0 O Z H w z O _. : .. : . .... . .. : • 2 1-3/4 ML RIDGE o 2X10 DF#2 RIDGE Q U INSTALL WINDOW(S) PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE `j f - PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH BASED ON RISK FACTORS,IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM; EXPAND- IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. „ 2X8 FALSE RR @ 16"OC 2 8 R�1 "OC HOUSEWRAP AND FLASHING, X8 R 16 WINDOW WITH HOUSEWRAP DETAIL MASTER BEDROOM 2X8 CJ @ 16"OC 2X8 CJ @ 16"OC o v m Q ° m i i I � C;" 12) 2 �E y / , nnn(; � Z wax 0 0 0 02. 0 0 0 0 2° _ M STE'R B TH CC 21 � • • ® • ® �2„ O ° � I 400 � 0 oi ;~ C7) in • FASTENER TYPE: SPACING: O O • ®® / / / LAUNDRY It00 �-- / N w No.8 WOOD-SCREW BASED ROOM ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH No.10 WOOD-SCREWS ® O ® • ®® ® • / // �' BASED ANCHOR WITH 16"OC O• O• tin.EMBEDMENT LENGTH 1/4in.dia.LAGSCREW 3/4" S U B F L00 R BASED ANCHOR WITH 16"OC — W tin.EMBEDMENT LENGTH • • •• ® • (n 3/4"APA PLYWOOD , (3) 1-3/4X7-1/4 ML GIRDER �. 1/2"APA RATED SHEATHING SHEATHING 4 41, F„4 (ALTEER ATIVIDE �D7/16"o.S.B.) • ®® • '0 2X6 ACQ SILL PLATE V • O O 1/2"APA RATED SHEATHINGI ab TERMITE SHIELD 8" PC WALL GDE PLYWOOD (ALATERNATIVIVE:7/16"O.S.B.) • "MIvo DAMPPROOF d SILL SEAL LALLY COLUMN 6 ® ®® • (TYPICAL) 0 0 - — _ 2" CONC. SLAB FASTENER TYPE: SPACING: G •O o v A •O, O VQ N 2X4 DF#2 O•Q O. � Q �' . D D` C�.,-//' 40 O F4 No.8 WOOD-SCREW STUDS 4 . o ' BASED ANCHOR WITH 10"OC � � � 7A.. O � •� v0 � O � WINDOWSILL tin.EMBEDMENT LENGTH 16"X8" FTG 21X2 X1 FTG TYPICAL WINDOW OPENING No.10 WOOD-SCREWS • L• •• • • BASED ANCHOR WITH 12"OC (2) #5 REBAR PANEL SPAN EQUAL OR SMALLER zm.EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC Q O tin.EMBEDMENT LENGTH TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED AND EQUAL ORF OR GA SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW g CROSS SECTION B LVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 6"OC THAN 6 FEET AND NUTS @ T-0"O.C. tin.EMBEDMENT LENGTH TYPICAL MULTIPLE OPENINGS BASED ANCHOR 10 6 10 SCALE: 3/8" = V-0" BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/41n.dia.LAGSCREW ED ANCHOR WITHC_ THAN 8 FEET 2 ns EMBEDMENT LENGTH 16"oc \ �rGv L N� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING * g ` :• ; . ..; ._ N DRAWN: MH/MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ..>� SCALE: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL JOB#: ��F 2 33� �Q�' 9/13/2021 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. OSHEET NUMBER: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- 8 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL CRIPPLE STUD RAFTER WALL STUD u ° BOTTOM PLATE p RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL '6RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. O ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE IT HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q� CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -GUTTER ^ INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER E--I SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH JtCONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS / GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS AC TION v 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / �`„ INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALLsp 5p ' ROOFING LAPS BASE ' FLASHING 4 INCHES W RAFTER Q BASE FLASHING WRAPS CORNERS, / \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING c SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT o Z W hhrrT--II o Zi WOOD JOIST TOP PLATE W Q � GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST H 1 ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O U FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS - 16" MSTA48 1-1 4"x48" 16 a. STRAP AND JACK STUDS / g PLATE WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL TO EACH STUD 0 DBL. SILL PLATE O I cw v TERMITE SHIELD SUBFLOOR SILL GASKET / WOOD JOISTS o mU NEOPRENE TYP. CONC. FOUNDATION n CONC. SLAB GASKET .` 2x6 /2x8 CONTINUOUS WOOD PLATE ,'�� u C DAMPPROOF EXTERIOR 6 MIL. POLY v� I BOLTED TO STEEL BEAM WITH @ r GRANULAR FILL 6MIL POLY ON EXTERIOR V Z r V � STEEL COLUMN \gyp � ` i � 1/2 " DIA. BOLTS C 48" o.c. STAG. o v � +; � v A 4 I ° 4 o, o ROOF JAC K `` Q CONC. SLAB ' p - �r ° ' \� � STEEL BEAM v m �, VANCHOR BOLT EMBEDMENT: III �r ^ p ` 4" x 1/4" x 8" STEEL Ln U m s~ COMPACT FILL POURED CONCRETE: 7" a, V i I i BLOCK WALL: 15" ` TOP AND BOTTOM PLATEIt o ROOFING LAPS oo V ° ° d ° p FLASHING AT WITH 1/2" x 6" ANCHOR BOLT N KEYWAY FOOTING o O W 3 �'p ° ^ CONC. FTG. p Q'p C o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT Irl ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ` I I p � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC W SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL STEEL BOTTOM BEARING u TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) / U WALL BOTTOM PLATE TO FOUNDATIONSLAB-ON-GRADE 1-2 STORIES 57" OC l T J O ROOF JACKS & VENTS DETAIL SUBFLOOR N CONC. SLAB I I DOOR FRAME 6X6 10/10 GARAGE I G JOIST COMPACT FILLILL DOOR i USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB It I I r l [A P.T. PLATE W/ 6X6 WMM M SLOPE ,/ 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE < ► <, ° ° 7v1 �� a (WITH A NAILING PLATE IF NEEDED) Q AT EEND ANDS OF WOOD �� '�� ''p ° ° ° ° '` •° ° � TO BE APROX. 1/2" OR HIGHER THAN r ',w___�------ _____`�------ ____ ! G y, ^ ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE �p GRADE r a Q -D BEAMS TI- II-III�I� 0.1 O O °< ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. r - - r - - -• r - ° _��I o p II-11-III�II IIS 12 o ,'D o D 'n n'i r ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - p p n I—�II� SUBFLOOR n REINFORCING BAR C'. GIST .�tiR �,AAyMIN. :�.° ° p NOTCH EQUALS 1/4 DEPTH OF BEAM I D o ° ^ o° IIIIII �— E . D REINFORCING BAR C� DRAIN TILE �� ^ ° ;° SHEET METAL / 30# FELT UNDER BEAM AT POINT III ° � n �° �° ° �I STEEL BEAM .��VIN SC; y/x 12 ° OF CONTACT WITH CONCRETE OR CONC. BLOCK lllii_iiuTi_iii_i iii_ ii� ¢� ,! yGL �, c ° 3" PLATE (BOLTED TO BEAM �' �� -A DRAWN: MH/MS 'A �„ SHIMS TD LEVEL BEAM -� TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. , 1_ IN � SCALE: GARAGE DOOR BLOC KOUT REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM �• �aa, n�� tJ� JOB# _ -- i 9/13/2021 BEAM POCKET 02 "339 �Q` SHEET NUMBER: OF NC-\N A-9 REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10' WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME STEEL WALLS 14 ( ) NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 FRAME LIGHT 4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3. ( ) STEEL WALLS 5 FLOORS L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS (PLASTER,STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CEILINGSGYPSUM CONCRETE WALLS (6"THICK) 85 (GYPSUM) L/240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000Ibs (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 �-� responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 Q construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) Q, P P P P g P P g 2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION aJ anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE w INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Typep EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON attached with 8d common nails at 6" o.c. at theanel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: �y P g HEADER TO 16" O.C. RE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. .C. FACE 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 0 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: H FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ►-� length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING Q 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER 10ESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 17 NONE concrete or masonry walls occurin in exterior or unheated interior areas. 4 - 8d COMMON g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on rade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOEEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON INTERIOR ZONE Sd COMMON @ 6 O.C.O8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD w anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). P P g � q along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 '� O 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d CO JOIST NAIL O � 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES 0 DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE O z 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMO JOIST NAILW C7 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, I--� 0 BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. N � 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONo h Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 _ FRAMING NOTES " g ROOF SHEATHING' 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O U into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION o CD Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. N v E where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD m v g 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 X ,r, 6). Concrete piers shall be a minimum 6" above grade. a,° L m o openings. LVL headers to have 3 jack studs and 2 full length studs on each side of .2 � ( ) j ( ) g WALL SHEATHING: o 0 , openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES �; w �jEn openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL U to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. °' and blocking where applicable. QTY. SPACING o 41 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 4 C 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM - SBC ) g g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. m 7/16" OSB 6d COMMON3'� O.C. EDGE u v tz n 00 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. w 5d COOLERS on plans. WALLBOARD 10" O.0 . FIELD 3 . For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g, g P other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL cn JOINT DESCRIPTION w 8). Dormers runningu roof rafters are to be supported b double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. P pP y 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. r l where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3). INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ.FT.2ND. FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF 0 under all bearing walls. ) p g pp y NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED M 1 Mechanical subcontractor is responsible for adhearin to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 1). Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing SOIL COMPACTION: U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, M 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. P4 adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces Q' over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. " 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ' g 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. p 3 DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblockin of chimneys fireplaces,as required b current N.Y.S.Residential Code. � to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted ) g y y RED 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR, IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or �C� �����IN approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 Ct n-A torch down type material over. and R315 of IRC. �. .+. N DRAWN: MH/MS #I SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G (PJOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP /� 0 �33g 9/13/2021 AND BASES. USE WITH FLASHING CAPS TO �O SHEET NUMBER: COVER TOP OF N E� A- 10