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HomeMy WebLinkAbout51087-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE r �V 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#: 51087 Date: 8/20/2024 Permission is hereby granted to Danowski, Edward _........______ .. .. ... _.... ......... .mm 400 Deer Path Mattituck, NY 11952 To: Construct alterations and additions to an existing single-family dwelling as applied for. At premises located at: 7280 N Bayyiew Rd, Southold SCTM # 473889 Sec/Block/Lot# 79.-7-9 Pursuant to application dated 7/2/2024 and approved by the Building Inspector. To expire on 2/19/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $618.00 CO-ADDITION TO DWELLING $100.00 Total: $718.00 -b.......................___..............____ Building Inspector y � TOWN OF SOUTHOLD—BUILDING DEPARTMENT ' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 liat)s://www.sotitholdtowi�inv.ggN, . Date Received APPLICATION FOR BUILDING PERMIT CCU[ w () qFor Office Use Only D) r\ PERMIT NO. 5 Building Inspector: JUL — 2 P024 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. X SO ° iOl m Date: OWNER(S)OF PROPERTY: Name: �a� �C�,h0 V i SCTM#1000- Project Address: 1 Phone#: 6 1 Z - �" Email: �MaJ Mailing Address: d 50'�- �� v� i •�vl.� I�F 1 Z CONTACT PERSON:A Name: F- ,,�\ Mailing Address: �©7c A6(A-W c.U'U I I 2 Phone#: G- 9-1 Z -3 y . "I Email: ,,L QcQ - !l, Lc n DESIGN PROFESSIONAL INFORMATION: Name: ► � rL► Mailing Address:. V0 5O-,kt40 NP Phone#: Email: CONTRACTOR INFORMATION: Name: 5. Dq"OL Lv S a t Mailing Address: Phone#: 1-of ^ T Uef I Email: ojc,�4 cr-, � DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure 24Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes 91CO Will excess fill be removed from premises? es ❑No 1 PROPERTY INFORMATION Existing use of property: kAOA-A e— Intended use of property: Zone or use district in which premises is situated: Are there any covenants an restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. Check Brix After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are punishable as a Cass A misdemeanor pursuant to Section 210.45 of the New York state Penal Law. Application Submitted By(print e): A Da„I,A,�� ❑Authorized Agent CIO/Wner Signature of Applicant: Date: I Z f CONNIE D. BUNCH Notary Public,State of New York STATE OF NEW YORK) No. 01BU6185050 SS: Qualified in Suffolk Count COUNTY OF I V, ) Commission Expires April 14, 2-0--�L�l being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this l n . CQ �1G day of�- i � lei C _ �. i Notary Public PROPERTY OWNER Al (Where the applicant Is not the owner)e ) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.. Owner's Signature Date Print Owner's Name 2 REVISED.APR.I9 1976 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A.VIOL AT4 N OF r SECTION 7E0 V-' THE NEW YORK STATE EDUCATION LAW,—COPIES OF THIS ��q AUG 25 1976 SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED ""I r SEAL SHALL NOT BE CONSIDEREO TO BE A VALID TRUE COPY —GUARANTEES INDICATED HEREON SHALL RUN ONLY' TO THE PERSON FOR WHOM THE SURVEY IS / / FREN,,REOA AND ON HIS BEHALF IO THE TITLE.. COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THEASSIGNEES OF THE INSTITUTIONS OR SUBSEQUENT OWNERS N HEREON A�IE TO ADDdTNONAL S? � LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE pd OI THE LOCATION OF WELLS AND CESSPOOLS SHOWN ER FROM FIELD �1 OBSERVATIONS AND/0 FROM DATA OBTAINED FROM OTHERS OTHE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEpA S FOR THIS RESIDENCE WILL CONFORM TO THE,STANDARDS OF THE SUFFOLK COUNTY DEPARVENT OF HEALTH SERVICES - - _- --- - -- --- -- -- /?� APPLICANT i ADDRESS-----. --- ---- --- -- -- 0 4 or , � 9 D} AO •" ' Os ° yr 10 NOTES a=MONUMENT O=STAKE ELEVATIONS SHOWN THUS. 35"0 SUBDIVISION MAP FILED IN THE OFFICE OF THE / 4, + CLERK OF SUFFOLK COUNTY ON JUNE 4, 1971 - r;- Ol AS FILE NO. 5599 0 I -- % E S. SURVEY FOR GU AN TO p ROY C JOHNSON aTI NT CO, I ehi SHERRY"A JOHNSON N IRS StW 1 -- LOT 10 LEEWARD ACRES AT BAYVIEW" 4559 r / 43 " OR- AT BAY V I E W I / xo� _ a „ww TOWN OF SOUTHOLD ALDEN W.YOUNG, PROFESSIONAL ENGINEER AND LAND SURVEYOR SUFFOLK COUNTY N Y. HOWARD WNYOUNG,LAND SURVEYOR y N Y S LIC NO 4 58 93 p YOUNG & YOUNG, LAND SURVEYORS 400 OSTRANDER AVENUE 4 — RIVERHEAD, NEW YORK DATE SCALE NO DISTANCE TO NEAREST WATER MAIN- 2t MILES FEB. 3, 1976 I..=60 76-70 i i 1 I' i s 10 ,.__._........._....-_. _. ............................................ -.,... ,-,,.:,::...................................... .... ..... ..._.....:. .................,.,aa.:......... ......_......................... ................,.::::::................... .. . .. ..... ........................»,.............. «.�...... ....... -- ............ ..... .... .... _'_—_'_'_'. T i 1T _ ( J _._... —�-- ... 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OL PROPOSED SOUTH ELEVATION ()� SCALE: 1/4" = V-0" w --4� Z Q) O (D Z � Wvl- - CN - � N X I Lo Q z00 � •- O �— cn0 w � M cn c0 w LL ILI € 3i _ .m....._...-_.,xaawa__._._..._..........__.._.._..,n�.........._.... n..._......___._.........__._..._........nw.....__.. w..._.._....._........._.._..__-_._-.anon.._.__..m,mom..........._.._......._•___.._._:�n.m_._—__ ( 1 T y.. i._._ .. .- ... -.....sea:m.___....xa_._._.............._..._._....-.....mmxm....._.__ ._. _ ._- ! _ I ; - ------- .. . ... ........ . ... . ....a__ .......... ._ �a.-_ _ ..... - - —__. ...L ... ._.._�........... ; i r r r I. 1 1 1 : I i ' � I : _.._ �_._.._: I. .1 . 1.,.� �_...i_ L�... _� i ._ L. T. r t.'..� r r i €... 7 i` T DRAWN BY J F : i I 1- I_.. _..... _1 :_ I. _ __.... . ... r._I - �- - _.L_._1_ _....I .::.1._..._.1:.:: :.1.._.. _ :.: L � i._._ , T __ �_ i I i __.T �i I ' I .......... i _ _ i Lj 4 711Fi..._...._..1....._a__1......_:... _. ._. 1._ 1_ ._.. i 1...__.._.._...1..._. t.l.._ ._L 1.. 1._. 1... ,�• } 7 I i i I Y i I .. ; I : i SCALE SEE PLAN I I I I r : r 7 , r i] I '''iT ! ; ; ! .._..__._.................:................::... Ok � sue _-..1_..-----E-- ,I 1; - , 00. r �1 r I —ac�T ! TN NO: PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" O A 24-2" 3141 IT-1 it 31-911 10 10'-011 ---- 81_pll 01 z �1_QII 11_OII r •— +/ - (2)2X6 ACQ GIRDER 12"dia'PIER w/ I M • p. 41a-011 o I 0 2'X2'Xi'FTG DRAIN TO TBELOWGRADE.. AN28 . __ . ____ _ ____ DRYWELL a 4 I D e (SPACE FOR WALL) v /' o LEDGER BOARD TO BE FASTENDED TO BUILDING WITH TIMBERLOK® till SELF-COUNTERSINKING SCREWS i v , BY OLYMPIC MANUFACTURING nn a I Ic t �I (2 SCREWS @ 32"O.C.) till o ^ G nn 1(1q 1 I IIII V i . t i 7�M 1 1 IIII J 1 J 1� nn p o v w a IIII DBL 2X10 FJ (cD16"OC ' Ii ti 1 e e i t I nn X 1 I 1 v tin ,° O I � IIII M (� 14 i IIII i I111 M ' e i O Irll v 1 � � IIII i v ! IIII ' ., i • O i II11 1 I i IIII ' �• i 0 i 4 IIII _ I e i CD i IIII I t i 00 I II11 I O p v ' d- DBL 2X10 FJ (a 16'OC STEEL LALLY COLUMN 04 :d- N w/2'X2'Xl'CONC.FTG ; e e ; N IIII I I i IIII e D B ; nn � • � B i v t IIII -4'_QII i IIII LouI � I IIII 5 I, - i IIII V i • , IIII J I I I1: DBL 2X10 FJ w.16"OC EXISTING BILCO DOOR IIII v (UNDER BATH) e I EXISTING DECK I ♦I— FOUNDATION TO BE n, I I REMOVED till n ' till x t un m ! v I ti w r- e STEPDOWN,___I._1_-------__-__-_- EXISTINGCHIMNEY-----._ ----_.-_ � _a v I I ' a De n �n l ' t. 'D�1TCb�; AL4• t o a Ir. n Da a �A � ._ a pa e _ n I• 1 c I I r- #4 BAR @12"OC 1 1 If ila , r I . I ' fV (TYPICAL) W STEP DOWN 1 ' Q."_" Or T---------- I I G 0 oo � O RIFL OIL TANK ' I I FURNACE TO BE REPLACED , I I WITH DIRECT VENT SYSTEM Lu OPEN BASEMENT 7'-1"CLG --- ---- UNFINISHED BASEMENT 0 7 r------ r-------, BATH ------ -------, _Y�� --- ---------------------- --- --- WIr.— co I I I 1 I I I I rNA` I I I I 1 I 1 1 I I r 0 II SERVICE Q O 0 / UNFINISHED BASEMENT z m = ti II (n0 � M OPEN BASEMENT W a' 0 � 7'-1"CLG D W LL 0 4 1 cY v w 1 DRAWN BY: J F A 4/13/2024 PROPOSED FOUNDATION PLAN PROJECT NORTH E SCALE: SEE PLAN SCALE: 1/4" - 1'-0" �tl �a 4 . SHEET NO: O A 24-2" 3'-6" 8'-7" 8'-7" 3'-6" ol 0 ------------- ------------- 0 ------------- ------------- 0 0 TW3046 FWG8061I R TW3046 o DECK (2)2X8 HDR (2)2X10 HDR (2)2X8 HDR ^~Ll a o F—I 0 BEDROOM No. 3LF— W H ce --- O 0 oz -p HALF cn x 2X10 CJ 0,16"OC BATH N (NON-STORAGE) M A DINING ROOM KITCHEN BEDROOM No. 3 BEDROOM No.2 z 0 2 3'-7" A E� x 3'-9'1 1'-5" 4'-7'/z" 12'-11" _ O p 0 -------- Q 0 L �- _ �- -- - �-0 Z z N _ 3-0 _ ® KING Fm-1 `v ,v O O Q - - - - - - - ------------ HALL L - - - - o N CIS B - I o o B L•� N v 1 72' a m N N BATH No. 3 56 X56 " " 0 0 2X10 CJ 0.16"OC LNDG _ 2'4" (NON-STORAGE) o N JJA DECK � 3 ' 6'-4"� NENTRY NLIVING ROOM 0 _ 1 N BEDROOM No. 1 m ' 7z"X48^ O � ' WALK-1N � W KKK OWER CLOSET ---------- ~ ` o NICHE COVERED PORCH 2'6 (2)2X8 DR C) i RE-FRAME WALL TO 2X6 WALL D _ (STAGGER STUDS w ROK`JVOOL INS) HALF a �r BATH �° EXISTING FLOOR PLAN PROJECT NORTH E DINING ROOM KITCHENF 7?.- „ BEDROOM No. 2 X ce o SCALE: 3/16" = 1'—O" e (ALTERED) N W • HALL 2'-31/z" 12'-9'/z" M N F a • OL z (2)2X HDR PANTRY 2)2X8 HD - - - - -------------- - — - 2'-6" L.L. — — — — — — — -------------`;`. �i i n n � ` 4-7 3-1 8-4'/2 ` HALL %% % Q) ;> d- ` SH _ Ln W � V/ GFA CALCULATIONS o N Lo LOCATION: AREA: ENTRY B f BATH Qo 0 PROPERTY: 40,043 SF O N No. 1 z m = LIVING ROOM c H / ` 0 ,l O BEDROOM No. 1 Q (280-207d) GFA PERMITTED: 5,102 SF W cc 0 � EXISTING: 1,335.6 SF V- PROPOSED: 580.0 SF Q COVERED PORCH ry TOTAL GFA: 1,915.6 SF SMOKE AND CO DETECTORS TO BE INSTALLED PER CODE A DRAWN BY: IF 4/13/2024 PROPOSED FLOOR PLAN PROJECT NORTH E SCALE: 1/4" = 1'-0" - ry.. SCALE: SEE PLAN SHEET NO: �r O A 2' r 2' • • • • z + + 1 0 OH O r _ 1 -_- --__- .. ........�F====____--"==='==== -------- --------.7.---oil ---- 2-0 4 1 IT of FASTENER TYPE: SPACING: OH No.8 WOOD-SCREW 1� O , BASED ANCHOR WITH 16'OC A tin.EMBEDMENT LENGTH " ' !,1 ��� 11k No.10WQOD-SCREWS • ® O • • • • 11 i BASED ANCHOR WITH 16,OC O 11 r 21n.EMBEDMENT LENGTH 1/41n.dla.LAGSCREW C"1 BASED ANCHOR WITH 16'OC 21n.EMBEDMENT LENGTH 3/4' PLYWOOD 1 1' 12 I'1 ^SHE W SHEATHITHING d,1 L !11____ `IiI AEA RATED SHEATHING \'' ✓ I'I GRADE O GRADE PLYWOOD (ALTERNATIVIVE:7/16'O.S.BJ • • • cc 1�+1 1•�---- OO 2X8 RR 1a,)16"OC1/2'APA RATED GRADE PLYWOOD THING (ALTERNATMVE:7/16'O.S.B.)ELI 1 FASTENER TYPE: SPACING: No.8 WOOD-SCREW STUDS !1 1 BASED ANCHOR WITH IV OC O OLu WINDOW SILL tin.EMBEDMENT LENGTH ___ 1 1 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS •1� 0 BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21m EMBEDMENT LENGTH ... :' ' _O t ^ ,THAN 4 FEET 1/4m.&m.—SCREW '1 -- BASED ANCHOR WITH 16"OC X 1 M O nI 1 11 � tin.EMBEDMENT LENGTH O Oj1 1 1 • H. • H. • 1 .-a.- ______ _______ _______-aa------------------------ ll TYPICAL DOOR OPENING 11 1 1 •---,�--------I--- ------ 11 0 BLIES FASTENER TYPE: SPACING: TI 1 , , •-- - . __ 2 MULTIPLE 2%4 DF#2$TOUDD$CONN4ECTEDeS 1 y !-#__ ___i 1'_____ N PANEL SPAN GREATER THAN 4 FEETNo.8 WOOD-SCREW Q j J. &15ED ANCHOR WITH 8"OC 00.GALWD NUT BOLTS W/WASHERS III , , 1 • D EQUAL R SMALLER TOGETHER WITH STA N1E55 STEEL T„ 1 `y 1 THAN 6 FEET 21n.EMBEDMENT LENGTH 1 11 1 � `� 2 r.y AND NUTS�2'-0"O.0 �^\ TYPICAL MULTIPLE OPENINGS BASED ANCHOR '�� 1 ''' L•••1•. BASED ANCHOR WITH 9"OC 21n.EMBEDMENT LENGTH 1 1 + PANEL SPAN GREATER THAN 6 FEET 1/41n ma IAGSCREW ' , 1 F-T AND EQUAL OR SMALLER BASED ANCHOR WITH I6"OC THAN 8 FEET 21n.EMBEDMENT LENGTH y" ' .---•• 11•••• • ' I 1 B ' 1 u 1 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL '°' " ' j11or I¢I AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING 12 'I' WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 'n ' ' 1 i i i 2-0 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 11 2xi RR a 16"OC 1'I OH CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE, 1" 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. - -- /� // ' / �/ i _ � -• ----------------- ---- ' fz -_'z 1�.3i`Cc -- - ..�-- �oG a-_ -- -, oe �`-=f_=.0 r • a-----------------�.-- ----------------------- ._ %.... _. _ -. _,:_ _- ________ _____, -- ------__--.__._______.___.------- 11 SQUARE OFF / ;�.'� // / / \,•' �'.'' /f ' y wi INTERSECTION u 11 / 'f ' 1 / Ji /1I'' f / fJ // � � � .'r/ �-' •• 9`(� 1 1 11 p�`, IIY/, It / /' /' 1 /' 1 '' /!' A ' 1 1 • Q I 1 - F" ul STORM WATER MANAGEMENT DETAILS To J ';%/ �`� ' i'; ; , '� ' J�" f + ;; • n OL i 1 f�,/ ---� --- -/ ----� y 100%RUNOFF AT DRYWELL DRYWELL /11 "% ' J // r" 1/ / 1 • ---- +- ` LOCATION: SF AREA: na _ _ / / /.-TI/ -� •----�- -- - - -�-- -t_.f�• G-- 2"RAIN PER HOUR PROVIDE: CAPACITY: •- --,�-- - - :-. ` NEW ROOF AREA: 847.1 SQ.FT. 141.5 CU.FT. (1)B'dia.,4'deep 169 CU.FT. „ ITT fr 11 //f /' f J f ! 1 r L d • �aa -Tj,/ /�aL .i.__ •� / ILf j•_G_�' i -� " z 1 OGEE GUTTER-STANDARD 5" /";� / /' /' j ./ r, ,/ 11 I 1NJ NOTES: / n y/ / j f / �/ //� / //1 1 /1 1�n1 /;/ i� + R rn / // + n Q) (D '^ 1 EXECUTION: /' a r ' .+ .JJ'I J 1 , n'/ co z '^ )• /1'', y ',! �' i'' / ! // J'' .r"1 •l-- _ --'G n / I 1, �' V J A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. / „,y' j / / / 1 1/� ',f - r r " + " z r_ T 2).PREPARATION: p y/ ff� ,/'f + 1 1 1, / 1 - ' / If W Q A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ,^ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. >' f , / / 1 1 / ' , " / '` L , C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR E:3 J' ! ! / 1 ' ;/ , 1 % r' / cj) z co m r-.. METALS WITH PROTECTIVE BACKING PAINT. / / / / 1 ' /' ' 1 / /, 1/ /' y // ,, 3.INSTALLATION: / , /. / + `/ i o ✓ 'A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. Of ' ,/ 1/ 40 ,r' 1 ' l !/ /y ' J J 4 �� 0 H �1 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. + f" ' 1, I �% 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 0 O a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND II:I / / / ' • -+ .L.. __ _ __r__ .-It1J y ,1 u, ACCESSORIES. n� + ✓ `/ 1 / •.-' -- = ==,s+nef__cL__ _= __r: '^ B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT j1 + / / // ,' , 11/ f / /� / y 0 U 0 CONNECTORS. ,,,'111I.1 !' 1 1 , W rn 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL / ' + / / // / 1 ' / / ! / v CONNECTION WATERTIGHT. / d,� % �l // ; 1 J yl'Y / / / /// '1./ ' y 4/ U— i 1 DRY WELLS TO BE 10' MIN. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE ,+ + ' / If B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL J',1 1 ' ' 1 // COMPLETION. d ,1,1 ' 1 1 NJ O LL 0 yj O A DRAWN BY: IF ROOF PLAN PROJECT NORTH E 4/13/2024 SCALE: 1/4" = V-011 SCALE: SEE PLAN 4�t L SHEET NO: � a 0 Generated by REScheck-Web Software Compliance Certificate Project Danaowski Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition 2X10 RIDGE Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Z All Electric false 2X8 RR @16°oc 2X12 VALLEY PLATE (3Is Renewable false Has Charger false ____ F—I EXISTING Has Battery: false Has Heat Pump: false 2x10 a @16°oc WALL 2X6 PLATE STAGGERED 2X4 W Construction Site: Owner/Agent: Designer/Contractor: / / STUDS @16"OC EXISTING I--I 7280 NORTH 13AYVIEW ROAD , /„� ROPCKWOOL SOUTHOLD, NY ;� .� SOUND INSULATION O Z F ! I3 N, p ;44, _�,,,b,'S y &....9 (; � .9p$ li F`f , 3 4"SUBFLOOR Compliance: 1.°i% Better Than Code Maximum UA: 19 r ^ O 32 Your UA: 130 Maximum SHGC: 0.40 Your SHGC: 0.30 2X8 ACQ @16^oc 2X10 FJ @16"OC DBL.2X10 FJ @16"OC EXISTING The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. (2)21 ACQ , a, It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ; (3)1-3/4X7-1/4 ; ; ; E...I 0 12"dia •� LVL GIRDER ,� ,� •1 • Slab-an-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade p PIER c d d d• b �.. �"�1 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. M .� . t.� .nb� .� ' O t. .. 4woo "• ., ", EXISTING O 2'x2'xV e; LALLY OO (� 00 ETA ACOLUMN N 8"PC WALLDAMPPROLL b. r ,� DUTCH ,ti EXISTING !, A. a F gb " . • Ll WALL •. j " 4"CONC,SLAB i '•:ter p� Ceiling: Flat Ceiling or Scissor Truss 580 30.0 0.0 0.035 0.026 20 15 16"X8"FTC, 2'X2'Xl' Wall: Wood Frame, 16" o.c. 588 15.0 0.0 0.077 0.060 29 23 (2)#4 BAR CONC.FTG Door: Glass Door (over 50% glazing) 109 0.300 0.320 33 35 SHGC: 0.28 Window 0 D2: Wood Frame 60 0.290 0.320 17 19 A CROSS SECTION A SHGC:Window-AWN: Wood Frame 40 0.290 0.320 12 13 2 5 SCALE: 1/4" = 1'-0" SHGC: 0.31 Floor: All-Wood joistfTruss 580 30.0 0.0 0.033 0.047 19 27 Project Title: Danaowski Report date: 04/13/24 Data filename: Pagel of 2 LU 12 2X1O RIDGE 5 2k&R RC�6"o ASPHALT ROOFING C ♦ �/ 15#FELT UNDERLAYMENT 1/2"CDX SHEATHING — — W 2X10 CJ @16"OC W - 20H - - - — � Z (MATCH HOUSE) _._ � V vZ Lo ;>-- ,I. Z 0 0 W Q0 // // 2X4 STUD WALL 00 1/2"CDX SHEATHING � J� / SIDING AND UNDERLAYMENT < O O TO MATCH HOUSE(TYP) Z M o ®11/4 3/4"SUBF 0 0 0 , O � � � as � o � M 1 1/4 1 1/4 1 1/2 1 1/4 1 1/4 e LOOR LAV. LAV. — - — — V) LL. O CD 2X10 FJ @16"OC � DBL 2X10 FJ @16"OC W.M. F_ " EXISTING _ - — — B H SH ER R.I.F.A (3)7-1/4 LVL W W.C. • GIRDER A:: U_ :L O 20 1 1/2 61 DOUBLE 2X6 ACQ SILL PLATE 61 C.O. I 2 3 J C.O. •. (MATCH HOUSE)OVER •. 1 1/4 TERMITE SHIELD AND SILL SEAL 4"PC WALL 11/4 3 a' LALLY a' O COLUMN DAMPPROOF 3 b b• SLOPE" 1/4" PER FOOT PITCH TO DRAIN '� '• 4"CONC.SLAB TO APROVED "• — - —4"CA. SEPTIC SYSTEM ° n f'w TRAP HOUSE 2'X2'X1' 16"X8"FTG FTG (2)#4 BAR DRAWN BY: IF PLUMBING SCHEMATIC 4/13/2024 SCALE: NOT TO SCALE B CROSS SECTION B 2 5 SCALE: 1/4" = V-0" SCALE: SEE PLAN r.., SHEET NO: �. ii ." O WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. GIRDER 4"DIA.MAXIMUM DECKING DECKING EXTERIOR WALL DECK JOIST DECK JOIST z 1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO (2) 1/2"GALV. OR S.S. OR 5"LEDGERLOK SCREWS PREVENT WATER INTRUSION LEDGER FLOOR CA JOIST FLUSH ON TOP JOIST CAWASHERS RRIAGE OAND NUS GIRDER RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS, a o° JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER ° b a' o CONCRETE POST FLOOR "MIN. MANUFACTURE INSTRUCTIONS) a•L PIER JOIST 1-5/8"MIN. w/WASHERS AND NUTS d c 5"MAX.. DECK JOISTS e•^ DECKING DECK/PORCH RAILING ���•���.rrr "MIN. p,a,�°•a° O o a, '°• DECKING DECKING JOIST HANGER `' b e v° ;y ° DECK JOISTS ° •°e,e 2X ACQ LEDGER BOARD FOUNDATION WALL IS •a•e,e �I n ; a>, NOTE: ,: ?o•° DECK JOIST DECK JOIST e,ed a BLOCK FOUNDATION b e•� JOIST HANGER ^ O FOUNDATION p TO BE FILLED WITH aL oe SIMPSON DTT2Z HOLD-DOWN �■�'• WALL •° o'er GROUT AT ANCHOR n ° > •e,nb 2X ACQ LEDGER BOARD 164 b''e '°• LOCATIONS RIM BOARD(MIN.2X8) Q O GIRDER GIRDER DECKING 1"'///1.---"' LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL 2"MIN. Q Pq � 5"MAX. DECK JOIST 0 2"MIN. < z THROUGH-BOLTS o OI THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS (2) AG GALV. W S.S. 2X BLOCKING AT EACH POST SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED z HEAD AND NUT. SIMPSON CC SIMPSON CBS WASHERS AND NUTS NAILS TOP AND BOTTOM Pj F■+ EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR W 'It� z 1-1 STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE POST-TO-DECK CONNECTION O 12"OC IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION �' II AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL O P OO @ 6-1/2"MIN.FOR 2XI0 ANCHORS MUST HAVE WASHERS • L , 5"MAX. @ 7-1/2"MIN.FOR 2X12 LAG SCREWS 0 3/4"MIN. Z O LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES 4"MAX. � • W 2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND C) O RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE 00 O LEDGERLOK SCREWS PIER N LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC. FTG. HANDRAIL NOTES: Y BELOW GRADE All required handrails shall be of one of the following types (ALT.: BIGFOOT FOOTING) or provided equivalent graspability. ILz 1).Type I.Handrails with circular cross section shall have an :o outside diameter of at least 1-1/4 inches and not greater ^� 36"MIN. than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS 2).Type II.Handrails with a perimeter greater than 6-1/4 JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN inches shall provide graspable finger recess area with both sides of the profile.The finger recess shall begin with adistance of 3/4 inch measured vertically from the lest STAIR RAILING SOLID SAWN I DECK i i portion of the profile and achieve a depth of at least 5/16 DECK I I IJOIST5 FLOOR JOISTS JOIST i JOIST i i inch within 7/8 inch below the widest portion of the " i I profile.The required depth shall continue for at least 3/8 1-1/2 SPACE inch to a level that is not less than 1-3/4 inches below the MINIMUM THREADED ROD MAY BE THREADED ROD MAY BE tallest portion of the profile.The minimum width of the SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 handrail above the recess shall be 1-1/4 inches to a AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS LJOIST HANGER GIRDER WEB WITH(16)lOd NAILS JOIST HANGER GIRDER radius of 0.01 inches. AND CLINCH BALUSTERS 10d THREADED NAIL OR#10 WOOD SCREWS, 6"O___ EQUAL OR GREATER THAN 3"LONG, LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) STAGGERED IN2ROWS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION • ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH 0,00 OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS Uj IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END:SPLICES SHALL BE LOCATED ONLY OVER W INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL 7 PROVIDE AN EQUIVALENT GRIPPING SURFACE z ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL lOd NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN z Z Lo W C0 p N 7GIRDER STAIR TREADXDECK JOIST Q RIM BOARD OOTHREADED ROD MAY BE STRINGERZ MINIMUM 1-1/2"THICK FLOOR JOISTS LSLOPED UP TO 1:12 BLOCKING.BLOCKS MUST (SOLID OR WOOD-I) AWAY FROM THE HOUSE FILL BAY AND FIT SNUGLY JOIST HANGER O JOIST U) a. O cfl W U) IL GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION ON L.J. LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) Q) LL SPLICED JOISTS OVER HEADER/GIRDER CONNECT TY-DOWN ANCHORS TO EACH JOIST CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NAILING SCHEDULE GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS JOINT DESCRIPTION NAIL NAIL NOTES STRINGER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING JOIST TO: PER TOE @16"OC SILL,TOP PLATE OR GIRDER 20 PSF 130 B SEVERE 3 FT. 11 NONE MODERATE SLIGHT TO 4-Sd COMMON JOIST NAIL � (2)THRU- �q - BOLTS WN TO HEAVY MODERATE BRIDGING 2_gd COMMONEACH TOE 1 ■ TO JOIST END NAIL I D� PB44 POST 4 BLOCKING EACH TOE ANCHOR "dia. 2-8d COMMONWOOD JOIST PIER TO JOIST END NAIL 16"TREAD 4/13/2024 SILL a 0 1). ALL FRAMING, CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: EACH TOE 4a ° L OR TOP PLATE 3-16d COMMO BLOCK NAIL 71 I "'"•°•� LEDGER STRIP EACH FACE GIRDER/HEADER ZRADE c a CONC.SLAB a 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM 3-16d COMMO JOIST NAIL (AS REQ.) .p ° ,� , SCALE■ SEE PLAN WOOD JOISTt' r ��. JOIST ON LEDGER PER TOE ` 3). ALL FASTENERS, HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMON JOIST NAIL o-'° � 8"dia. n , DECK PIER * �,�5�•- A/ y y i a CONC. °�d a PER PLAN Cj d:w ypi er i �. BAND JOIST 3-16d COMMO PER END 3-0n 4" PIER 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. Tololsr JOIST NAIL FLUSH JOISTS WITH HEADER/GIRDER 4" �''4', " �` I- '• "k BAND JOIST TO: PER �; y e ° � i° 2-16d COMMO TOE NAIL {( 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH + "' SHEET NO. . xa THE PROPER STEEL CONNECTOR. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS " 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN. 10" FLASHING. TO ALLOW FOR SHRINKAGE. �OESS 0 0 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 RAFTER WALL STUD CRIPPLE STUD o • BOTTOM PLATE RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS o 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 2 �I ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 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 RAFTERJOIST DIRECTION WITH 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) JOISTS. UNDER WALL. �I 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 PPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE O WALL STUD - ._ 00 THROUGH-ROOF EXHAUST Q w VENTS SELECTED AND METAL STRAP - ` LOCATED BY CONTRACTOR H CRICKET AT TOP-SIDE OF O VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER Q ^ RAFTERSMAINTAIN r r , MM F'�I SILL PLATE(S) - WALL SHEATHING VENNTAIN TILATION �+�-•� F� WOOD JOIST x O ' - SIDEWALL FLASHING v ) z x FOUNDATION ' TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING _J STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O • P4 �I AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A II----�� BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - FASCIA I�� Z FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER o ' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. o co .' ` 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH N ON ALL OPENINGS •' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. tcONTIN. SOFFIT / EXT. PLYWOOD cz INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" - 14" LSTA30 1-1/4%30" 18go. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / AC TION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND `. INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTERJ SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,'� KEEP ROOFING NAILS OUT ` OF FLASHING 2ND. FLOOR WALL ' ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST ol TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 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 1�j 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ul CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.AIR PASSAGE " RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO FLATE OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. CONFORM TO SLOPE / , 8" - '16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD •� SILL GASKET 1- SUB FLOOR W � WOOD JOISTS W TYP. CONC. FOUNDATION A CONC. SLAB NEOPRENE 'GASKET Z 7 DAMPPROOF EXTERIOR 6 MIL. POLY V -,`%% 2x6 /2x8 CONTINUOUS WOOD PLATE GRANULAR FILL V s 3 I BOLTED TO STEEL BEAM WITH �I1 6MIL POLY ON EXTERIOR 1/2 " DIA. BOLTS @ 48" o.c. STAG. Q) (D � z V STEEL COLUMNLo ° 4 _ �� ' Z �� '� ^ • C • d _ °, �, a ROOF JACK �� ' STEEL B EAM W c CONC. SLAB '0 , 1\� ` 0 N ( p \.� " ANCHOR BOLT EMBEDMENT: �� J x J COMPACT FILL ° go POURED CONCPETE: 7" `% 4" x 1/4" x 8" STEEL • • �' p ' u ^ ' BLOCK WALL: 15" ROOFING LAPS I TOP AND BOTTOM PLATE 7 MO TO V KEYWAY FOOTING c 11.^ ^ A 4 FLASHING AT ` . WITH 1/2" x 6" ANCHOR BOLT L W y a •p � �p c' SIDES AND TOP e CONC. FTG. — ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS � 1/2" GROUT (USP LB PS58 OR B P583) �. O Z r p � REINFORCING BAR � -' Fli T,.I -* 3" STEEL COLUMNDRAIN TILEANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT (n � Oc� SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) (�n^ SILL PLATE TO FOUNDATION ROOFING AT BOTTOM W vJ CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL O TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC 0/ WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING LL ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC L.J.. SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL Qj CONC. SLAB I I r DOOR FRAME SUB FLOOR 6X6 10/10 WWM COMPACT FILL ' GARAGE I o-- JOIST DOOR ' I USE 2X8 STEEL BEAM FOR B LOC KOUT 4" SLAB = P.T. PLATE �I` W/ 6X6 WMM I I SLOPE • / `. • e. 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: JF % Q 1/2" AIR SPACE �� < < (WITH A NAILING PLATE IF NEEDED) - 1 AT END AND " 7,0 `�" • ° o • :a •° > • TO BE APROX. 1/2" OR HIGHER THAN f� ES OF WOOD _ _ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 4/13/2024 ` n ^=--�--=--cc--=-- t'i- �` D D • • STEEL BEAM TO ALLOW FOR SHRINKAGE n.4 GRADE BEAMS _ _ a s '• ,- 6X6 W.W.M. - - ••e - - �•e - r e 1= II—II�III • a • • • . 12" ,•D � D D I I=11—I I�I I EI I E MIN. el ,e el � 'A �`p ��p /� i �`NOTCH B EAM FOR MUDSILL IF REQUIRED -- MAXIMUM 1 � � � O n � I~l�T SUBFLOOR •'� n REINFORCING BAR a NOTCH EQUALS 1/4 DEPTH OF BEAM i1� p p' • ^ 1> III-1 SCALE: SEE PLAN DRAIN TILE ►I • D REINFORCING BAR e•, _ ilk o a O•,a.C, Ip e I OIST 12" / # IQ� STEEL B EAM e d• SHEET METAL 30 FELT UNDER B EAM AT POINT I ° �\•n O• O• •• ' • OF CONTACT WITH CONCRETE OR CONC. BLOCK 3„ PLATE (BOLTED TO BEAM) SHEET NO. C e TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �� SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKETr.. �► �� .+ re GEN� ERAL 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 COMMO RAFTER 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) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING 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 TO TOP PLATE 10'WALL: 4-8d COMMO JOIST TOE-NAIL 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 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 11301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS NO STORAGE to EXTERIOR(LIGHT FRAME)WOOD 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 (15 RAFTERS GREATER THAN 3:12 PITCH U180 ( NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360 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) So CEILINGS(PLASTER,STUCCO) U360 should be adhered to eVE,n 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 CONCRETE WALLS (6"THICK) 85 CEILINGS(GYPSUM) U240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS to ALL OTHER STRUCTURAL MEMBERS U240 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. 2 - 16d COMMON PASSANGER VEHICLES 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs ( ) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL EXTERIOR WALLS(BRITTLE FINISHES) H/240 O 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 I� 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 0 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 EXPOSURE CATEGORY (DESIGNED FOR EXPOSURE C) 0 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 p P p p g pTOP PLATE 2 - 16d COMMO FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE w INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE d ~ 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O P pp STUD O.C. NAIL Sym.: Q Z A attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). 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 HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. pQ 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 UJ I a in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION V) W 0 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 A E-q x 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O • IP FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA (�„ 1--� O length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 rT; rZ O 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD !+� determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 0 FLOOR F RAM I N G: LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS N Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES [� joint material between concrete slabs and abutting P 1 g JOIST TO: PER TOE TO HEAVY MODERATE QTY. SPACING MODERATE SLIGHT TO 3 . Provide 1/2" expansion 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE - concrete or masonrywalls occurin in exterior or unheated interior areas. 4 - 8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL 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" c.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 grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1OTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative densitywith Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C.O. . 8d COMMON @ 12" O.C. ( ) NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 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 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 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 COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 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. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F SHEATHING I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 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 Use a minimum 1/2" dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. Edition Wood Framing Construction Manual, QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For UJbelow 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 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. �� 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearingwall headers to be 2 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE • W ( ) g� 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE above grade. 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 W 6). Concrete piers shall be a minimum 6- " openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: z 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 openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q) (D (0 Z � and blocking where applicable. QTY. SPACING z 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 W 5 . All flush beams/headers to be installed with heavy du alvinized hangers and 8d COMMO ) g g q 0 CV ) � �g g PLUMBING NOTES PANELS WFCM- SBC be used. [ � _I J � anchors where applicable to all connecting joists. 7/16 OSB 6d COMMO 3 O.C. EDGE �J Q O Q LO 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential LO PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with z m = (` Floors to have ceramic tile 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. •� O . WALLBOARD 5d COOLERS 10" O.C . FIELD F O M on plans. 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g, g P other access openings unless otherwise noted (typical). FLOOR SHEATHING: W o-- 0 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. LL 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p fy QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. O where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12"O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) � 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF LL under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Q) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 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: 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, 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. r�/� adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. DRAWN BY: IF members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufactures 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 4/13/2024 ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. SCALE: SEE PLAN 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 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 torch down type material over. and R315 of IRC. � '�% �' SHEET NO: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP ; AND BASES.USE WITH FLASHING CAPS TO , COVER TOP o 0