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HomeMy WebLinkAbout1000-47.-2-3 OFFICE LOCATION: ���� SUUTyO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Telephone: 631 765-1938 Kye4UNT'l,N � LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 9, 2020 Re: LWRP Coastal Consistency Review of LOUIS BONETTI SCTM# 1000-47-2-3. Ruth Love on behalf of LOUIS BONETTI requests an Administrative Permit to construct a 151sq.ft. addition to include a second bathroom and slightly larger living room. Located: 170 Silver Lane, Greenport. SCTM#: 1000-47-2-3. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold - - -- �1IE D LWRP CONSISTENCE'ASSESSMENT FORM D LE C' - 7 2020 A. INSTRUCTIONS own 1. All applicants for permits* including Town of Southold agencies, shall co�rplete-this- C�4 � 0 proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action-will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold 1. 3. If any question in Section C on this form is answered "yes" or "no", then a proposed action will affect the achievement of the LWRP policy standards and conditions c tained in the consistency "review law. Thus, each answer must be explained in detail, lis ' both su ortin and non- supporting facts. If an action cannot be certified as consistent wi e LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: o ine at the Town of Southold's website(southoldtown.northfork.net), the Board of Trust s Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 47 PROJECT NAME Louis Bonet The Application has been submitted to(check pro ate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit, approval,license,certification: Q Nature and extent of action: 151 SF addition to include a 2nd bathroom and slightly larger liking.�,pm. Location of action: 170 Silver Lane, Greenport, NY 11944 Site acreage: .14 acreage Present land use: Single Family Residence Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Ruth Love (b) Mailing address: CIO hod arth�y Management, Inr, 4652.0 CR 48, Snutholr, Ny 11971 (c) Telephone number:Area Code( ) 631-765-5815 (d) Application number,if any: �lA Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ® No❑ If yes,which state or federal agency? NYS DEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No g Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNW Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 2 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. u Yes n Non,, Not Applicable Attach additional sheets if-necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. !�J Yes No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. n YesO No 0 Not Applicable Attach additional sheets if necessary WORIUNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No x❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. El Yes ❑ No Fx] Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use- and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No ® Not Applicable PREPARED BY Ruth Love TITLE AGENT DATE 11/23/2020 Louis Bonetti 1 Silver • . 9/8/2020 • 111 r w n . p p p p , '--L� ' : ''�° ;.� tilt• ^ yw} N 2 3 ;9 _O w W Lu 9 IIIAAA111111 � � 12 21 15 J 251(0) A 0 25 �. 25.1 Ap 110'f- 3 N � SOUTIMIA SECT%N1 NO NOTICE COUNTY OF SUFFOLK © E of — 1) .... O2 _�••' -- -_ --�*-- Nweruweer.n*a�nw.wcee Real Property Tax Service AgenCy�— Rr v1lAaov 47 G •�•.r ~ -- ecru• unry UnOrRMrlr,x4 NTHOM M ra A OYfeILl xO 1000 PROPENTY MAP P a arc "• r� —•� ""zVO`" af+a reaxTmvuz rmr�.�xc+. emir r2rNq r'�^W' —___� •..•onrur --.-- caxe�meMnsn S.C.T.M. NO. DISTRICT: 1000 SECTION: 47 BLOCK: 2 LOT(S):3 I 1 I I •I U.P. EDGE OF WETLANDS IVFJ FLAGGED 10/19/2020 ENT BY COLE ENVIRONMENTAL SERVICES � E OJOB EDG I S WOOD RAIL FENCE � I co o 5 $ ASPHALT DRIVEWAY 00 I co 0 R�27 S I i m U I 4 6.9'W 2.0'E ....:.;.: % GARAGE; 0001) U N' m i .. I 14.3:::' m 2.4E R\GK WP�K LAND N/F OF GEORGE LEKKAS i SHOWER 1.4'W 4.5'x7.1' LAND N/F OF 10.9' i ARTHUR CLEMENZ , 3o.a'.• 14,1' I 11.7 N N WOOD '•'• '•':•:•.•:''•:•. .........:.:...:•..;•••.• - DECK '.•.:: ,•• ,•• .1..STM'..:�:�:�'�'�;�;o OC) %n •'FRAME DWELLING:::; \ O I -1.5'W 9.8' .;.:,.-'•: odd- — - - - 8.4' W COVER D ''' 13.7 O rn 15.4 0 OD ST00 � O o .,,,..,..., ................ ro v2.0' 30 4 ...,.� 73' o� � CONC. RO ED OM � M o, 3 STOOP A DITION � Z Ld NN N = I PIPS 0 o.s E W. � 146.84' �. 3 N 85°31'40 W 56" i y / .00' M5 I \ / SILVER LANE - �s• li_ ? __ EXISTING LOT COVERAGE r- � DWELLING WICOVERED STOOP: 724 S.F. NOV 0 1020 WOOD DECK: 224 S.F. (EXCLUDING PORTION BEYOND PROPERTY) GARAGE: 320 S.F. - -- --' SHOWER: 32 S.F. EDGE OF WETLANDS ON EASTERN SIDE OF SILVERMERE RD.— TOTAL: 1300 S.F. or 21.5% —� / R'10) tl FLAGGED 10/25/2020 /• PROPOSED LOT COVERAGE BY COLE ENVIRONMENTAL SERVICES PROPOSED ADDITON: 151 S.F. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL TOTAL: 1451 S.F. Or 24.07. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:6,043.80 SQ.Ff. or 0.14 ACRES ELEVATION DATUM: UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 77-IE SURVEY IS PREPARED AND ON HIS BEHALF TO THE T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING 1NS77TU71ON LISTED HEREON, AND TO 77-IE ASSIGNEES OF 7HE LENDING 1NS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUL-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OR DESCRIBED PROPERTY CERTIFIED TO: LOUIS BONETTI; MAP OF: FILED: SITUATED AT: GREENPORT TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 • � PHONE (631)298-1588 FAX (631) 298-1588 FILE #220-134 SCALE:1 =20' DATE:OCT. 1 , 2020 N.Y.S. LISC. NO. 050882 maintaining the records of Robert L Hennessy k Kenneth M. Boychuk 00 ILJ (n z ton-one P4 __ w . . ,q 0 0 � � xzcn FRONT ELEVATION SCALE: 114" = 1 -0" Z o A— ui LU o z �cl Z Lr) 4LL=j z w T- (o u 0 N -j x —j< 0 0 L6 C.0 Z co r 0 � a0 RIGHT ELEVATION U- cn SCALE: 114" DRAWN BY: F 11/2/2016 co Ll SCALE: SEE PLAN I -E�—F _-_____-�__�=--------.- _---- -_-_ r • _ . SHEET NO: V REAR ELEVATION SCALE: 114" = V-0" C= NOV 3 0 W z O W oAw � -. z #4 BAR @02"OC ^ ------------------------I; W H �--� - -----j-- ---------/-• i 00 W —=—� 8" c.ON'C BLK.WALL i i 16 X8" CONC TG 3' Bf_LOVv GRADE � 24 ' / 24 ,z 0 / w /� O rn W Z (0 Z � Z U.) o = M / / i% // // / /'• � �fir` yO� ' LL i w DRAWN BY: JF FOUNDATION 11/2/2016 SCALE: 1/Q" 1'-0" SCALE: SEE PLAN SHEET NO: rr` x �.. fir^�• Y. W � 8'-0" 4`-10" If lo, 11 ^W cWz4s A W 1 i (2) 2X6 HDR 1 1 0 M1 I� Ln I; 30X30 ;I \ N 'SKYLIGHT 18'-3'/z" EX. BEDROOM {',�/ 1 1 z �l I �zxb c��1� (R49) i 1 1 1 1 I EX. LIVING ROOM it EXPANDED : (2) 2X6_ �'_=----`� — - ,-fie 2 �I; 30X30 ;Ir4 x T 3 1 G' :SKYLIGHT ;�C u ' 1 ' O - - - EX. 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DRAWN BY: JF C.O. 11 2 63 1 114 11/2/2016 3 C.O. 3 SCALE: SEE PLAN r3c: NET 4"c.l T x r r''•-� HousE v TO APROVED r EJ SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP SEPTIC SYSTEM SHEET NO: �i k, �'` F I LUM51NG SCHEMATIC 2X12 LAYOVER PLATE H/(2) 1/2" EXISTING ROOF LAG BOLTS ea.RR STUD WALL ti01J 3 0 ?k TO ROOFRR �•-------------------------� �- -----------------------------T----------------------� � 8 „C'C (TYP) ; ; (2) 2X8 ; ' EXISTING + ' I , - - - - - - - - - -}- - � - - -�- - -r , { { + 1 Co. 1co 12 ' ' rry 30X30 rxl SKYLIGHT I;:q R49 - — - — - — - — - ' - (3) 9-1/2 2X6 Q @16"OC — - - — ' ' (2) 2X8T _—r ML I N EXISTING �I o '-D Cb 1 ', I , m 1 ' –––––• •––––––––––– ----_ — 2X6 ACQ SILL ; (___–––– ; _- - (2) 2X6 R20 TERMITE SHIELD " 1 , e - — - — . • • 1— - �'r l Q Fl,�i CL Co. 3 4" SUBFLOOR SILL SEAL - — 1 ' Q _ _ 1 I ' ' ' I �,; I 30X30 x 1 2XB FJ @16"OC ; ; --------- ; ' N SKYLIGHT IN P19 - - - - — , , EXISTING 8" COr1C. BLK. ; ; ; ; z (z) 22X8 DAMPPROOF 1 I ' Lu Ln •––––____• 1 < 2"CONC.StAB m .------ 1 LL –-––––––––––––––• 1 1 1 • I •–––-––––––––––––• O I I , 16"X8"CONC.FTG. 12 i (2)#4 REBAR + , , , , 1 1 1 I ' 1 pq -------------"------ - ---- ' , 4 i • 1 + SECTION A A 1 1 X I I , { 2 4 SCALE: 1/4" = 11-0" 2X8 RRI@16"OC ' 1 { 1 I 1 1 1 I�IIf i ;I � II/ t 'II �/' i! I'' i ii, •• 11 11 I 11 1 1 W 1 1 .,o mul.rs ma CD LAYOVER NEW ROOF z Z LLL 1 W c0 0) 1 '' 1 1 1 , f tT"w a">Eo vlumwc I l I 1 I I —j ' „ISUSdI ti I. - 00 {��...,�� X 0 QOOco mTr U 11 I`� I I ! u exr.rvrve..ne uss 1 I i r 1 ,I' SCALE: 1/411 1I-O 0 F' ^ ❑ M 00 (o oar f ,t W � . „ wwlas•�•o� I LLO r.roc ' —1 0 Ew J-Q� �. ,ISCy Fji'9,��''�1 c ' r n ''; ' j ' ilk I / .. • ROOF AREA 574 SQ FT. / f` AT100% WATER RUNOFF:96 CU. FT. DRAWN'BY: IF 'f�O`JIDE 111) 8' DIA X T DEEP DRYWELLS WELLS CP,PACITY.126.7 CU. FT. 11/2/2016 DRY WELLS TO BE 10'MIN. SCALE: SEE PLAN I I III I y _ AWAY FROM HODS _ I wood saaws wr •'.�'Gl-'�.">." I w Ruo:ro.c O O A oen mos eo-cc� Q 0 -' ,� ••-� rutmt awrcao wsses>e O SHEET NO: oa rxlml�n x.n w/ww�s ND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL O M,�NAG M WI STORM WATER� � � NT� � AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS W[TH A MINIMUM THICKNESS OF 7/16" AND MPJOMUM FANEL SPAN OF B FEET SMALL 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 t�r •, / '• ; _ CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.AL'_OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AID DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �t lJ i WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT t GOOD CONSTRUCTION. FOLLOW MANUFACTURE'5 RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS I RAFTER WALL STUD ENDWALL CRIPPLE STUD - _i ijy. \�` 'I, •\ ' BOTTOM PLATE RIDGE i LEDGER - lv� \ BATHTUB I / HEADER \ :� I DOUBLE JOIST SIDEWALL RAFTER cE) JACK STUDS j FLOOR USP NUMBER DESCRIPTION APPLICATIONJ IJI• HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS I �I 1ST. ADSS I ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATIOt- - BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT W 2AFl"ER SIZr USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR Q ^/ HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP g g JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. 2ND. ADSS 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"20 a STRAP APPLY OVEF RIDuC TO EP,CN kAPTER 1x6-2x8 I S26 18 a.SLOPE HANGER APPLY TO EACH RAFTER!LEDGER O THE FLOORS TO EACH OTHER Wt THREADED ROD; ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIR L WAILS,PROVIDE . -----....- -- � ------- ------- -- - - --- ---- --- -BLOCKINGC24OCLE 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER WALL STUD I I i I II `•� '-.\ ROUGH ROOF EXHAUST z VENTS SELECTED AND LOCATED BY CONTRACTOR , W — \ METAL STRAP -- CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY j C• AS REQUIRED RIM BOARD RAFTER RAFTER -}� WALL SHEATHING I II 5 MAINTAIN I O SILL PLATES)— --- -_ _ VENTILATION WOOD JOIST SIDEWALL FLASHING / BLOCKING I I FOUNDATION �J - ;t'/ P FLASHING E TOP PLA?E .-----.-� ,� Y 2z4 LEDGER DIST BLOCKING I f iM1 v FINISH WALL AND MOISTURE BARRIER TO LA C: j 4 SOFFIT J STAPPING TO BE ATTACHED TO WALL STUDS La48"OC �, ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP V - FASCIA ;; MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND ! WALL STUD-- -"--`�� - - NOT LESS THAN 1/150 OF THE AREA OF GUTTER ROOFING TO AVOID SOAKING i WOOD GIRDER INSTALL4'0'O.C. �,' THE SPACE VENTILATED. ALL OPENINGS CONTIN.SCREENED VENT 4"-8" LSTA24 1-114"x24'20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH LONTIN.SOFFIT/EXT.PLYWOOD FLASHING TO FORM CHANNEL I LOCATION USP NUMBER DESCRIPTION APPLICAT,ON OPENINGS OF Vi INCH IN DIMENSION. SOFFITED SAVE INSTALL 4'0"0 C. AND SO AS TO MAINTAIN AIR 8'-14" LSTA30 1-1/4'x30'18ga STRAP AND JACK STUDS 'f- GAP TO PREVENT CAPILLARY I 4"•6"RAFTER Rr.O 0-3r4"x 1F.ga TYDOV'N ANCHOR CCNNECT TO ON ALL OPENINGS j EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ACTION INSTALL 4'0'O.C. CONNEC''TO' ROOF VENTILATION / OVER BEARING WALLS AND HEADERS / 8"-12'RAFTER R120 21-1/8"x 20ga TYDO'WN ANCHOR 14"•16" LSTA36 1-1/4"x36'18ga STRAP AND JACK STUDS EACH RA TER SOFFITED EAVE DETAIL ! ON ALL OPENINGS '�,'�, KEEP ROOFING NAILS OUT _._.... OF FLASHING �-- - .. ---_.... - ..- - - _.. - - •-� 2ND.FLOOR WALL '�' ® .,► ROOFING LAPS BASE l + FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER - RIDGE CAP OF SAME ,_j \/ EXTENDS UNDER SHINGLES AT �`- a I MATERIAL AS ROOFING ' SIDES 4 INCHES AND LAPS NAILED TO SHEATHING -- - —- - -- SHINGLES AT BASE MIN 4 INCHES � THROUGH VENT [,! WOOD JOIST i ��/\[\�•) GIRDER/HEADER SID; WALL FLASHINGS al { ! 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS®46"OL I/� ;I WOOD JOIST -----'� - W AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD--- ✓ W II FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES 60 I Z RAFTERS INSTALL 4'0'O.C. AS V FORM DRAINAGE CHANNELS AND \W,' ' 4'-13' LSTA36 1.1/4"x36'18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION ; LOCATION USP NUMBER DESCRIPTION APPLICATION PRE MANUFACTURED KEEP SHEATHING MIN 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I ON ALL OPENINGS j CONNECT EACH RIDGE VENT FOLDS Z Z y J RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. i INSTALL 4'0'O.C. RAF-. TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS CD 0 8'-16" MSTA48 1-1/4"x48'16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE W I ON ALL OPENINGS PL.ATEWALL SPTH4 STUD PLATE ANCHOROFi0 EACH E'UD OF ROOF TO ALLOW FOR SHRINKAGE f EDUCE BUMP OUTS — --- — QOOcfl DBL SILL PLATE y I • Z m = r• TERMITE SHIELD �—SUSFLOOR L SILL GASKET WOOD O may/ NEOPRENE W00D JOISTS , O i - o TYP.CONC.FOUNDATION n CONC.SLAB I, --- y / y 6 MIL.POLY GASKET 2x6/2x8 CONT:N000S,WOOD PLATE OAMPPROOFEXTERIOR ---, -- of O GRANULAR FILL "y _ BOLTED TO STEEL BEAM WITH EMIL POLY ON EXTERIOR ` - r I 1/2 "DIA. BOLTS a 48"o.c,STAG- i W � y � STEEL COLUMN / y : " + r ROOF JACK X� LL L— o -- CONC.SLAB STEEL SEAM ° AA--- o ' n �� 4" X 1/4" x S"STEEL O COMPACT FILL-- TOP AND BOTTOM PLATE j �' +j ROOFING LAPS y ' j • ° }�6 FLASHING AT WITH IR" x 6"ANCHOR BOLT KEYWAY FOOTING , n a 'A CONC.FTG. —�� o t 'c L o USE'W;TH 3x3 SQUARE WASHERS SIDES AND TOP V2" T ANCHOR BOLT CONNECTION GROUT ° IUSP LBPS58OR BP53:) �- REINFORCING BAR FOUNDAF:iNdS!8'DiA ANCHOR BOLT 3"STEEL COLUMN j I ANCHOR BOLT CONNECTION , - v ti DRAIN TILE ✓ _ SuPPORTING_ NAXIMUr_1 SPACING_ FLASHING LAPS , r (� /y i ROOFING AT BOTTOM CIO KIPS ) I SILL PLATE TO FOLNDA FION n S-Ov.. 22„OC _- - j ;.__CRAWL SPACE_OH FOUNDATION) n -- TYPICAL SEAM DETAIL I o <- SILL PLATE E TO FOUNDATION TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3'STEEL COLUMN ANCHORED TO 24"x24"x12"CONL.FTG. �_�RAWL SPACE UR FOUNDATIONi 2 STOR ES 3E'OC LL _'__,-- __-.---. STEEL / BOTTOM SEARING ,r I WHERE NEEDED FOR STRUCTURAL BRACING. -- ) STORES - 57 OC ROOF JACKS t VENTS DETAIL i f' WALL BOTTOM PLATE TO FOUNDATION S.AB-QN-GRADE SUBFLOOR CONC.SLAB ///I�\r ( DOOR FRAME I 6X6 10110 wNVM ` GARAGE i USE 2X8 I 3---JOIST DRAWN BY: IF COMPACT FILL 17, i I �'• FOR BLOCKOUT I ---STEEL BEAM / 4" BLAB SLOPE P T.PLATE ---- ( J \I'\ \ W/6X6 WMM v 4"DRIVEWAY-� NOTCH JOIST AND ADJUST HEIGHT i i�• / d i/2"AIR S�E � I p 'i • �... 'l 1/21 11/2/201 V - - I AT ENC ANL` e s . — (WITH A NAILING PLATE IF NEEDED) 4, IDES WOOD ° p ° STEETO L BEAM TO ALLOW FOR SHRINAPROX.1/2"OR HIGHER KAGE GRADE 4�11- =--,- AN i BEAMS F 1 , 'c ,° •. I L 111 !" - " a- _ t- - n T , , i / (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 WW M.=_..- — 11 ° 4 SCALE: SEE PLAN 12' p .Di e D t a .� /! / n '���NOTCH BEAM FOR MUCSILL IF REQUIREt: MAXIMUM C 4 , C n ° r--SUBFLOOR j I MIN• en ° REINFORCING BAR '� REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAN s° p�s'a t� p° • JOIST DRAIN TILE —� e °• SHEET METAL/30A FELT UNDER BEAM AT POIN' I � l)'n � '� ° II v I 12" OF CONTACT WITH CONCRETE OR:ONC SL?CI' - ST M. - i o TYPICAL CONC.MONOLITHIC FOUNDATION REINFORCE WITH(2)$4 REINFORCING BARS I THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS 10 LEVEL BEAM PLIATE(BOk TO BE" REINFORCE FOOTING WITH(2)+^4 REINFORCING BARS. 4'''£ SHEET N O i i i 3"MINIMUM BEARING SURFACE FOR WOOC SEAM GARAGE DOOR BLOCKOUT 'f`>', ` •� I j ( BEAM POCKET _ - -- i r• i WIND FRAMING NOTES NAILING SCHEDULE—- PLAN CONTENTS: GENERAL NOTE6 ROOF FRAMING. OCCUPANCY CLASSIFICATION ). - - RAFTER ASSEMBLY: `..T..� 1-114"x 20 gauge strap shall be attached to each pair of afters in accordance to table 3.4 IJ�ANT DESCRIPTION NAL I rJAI` NOTES BUILDING USE r When a collar tie is used in leu of a ridge strap,the numoer of 10d common nails required ! � _ Cl?Y. jSPACINC v CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. -�- --�- BUILDING NEiCsHT � RAFTER TO 18'WALL:3-8d COAAMGN EACH TOE-NAIL TOP PLATE �10'WALL.4-8d_COMh4OJ RAFTER TOTAL SQ. FT. OF CONSTRUGTIO 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: ---�- ---T Z CEILING,101ST ; 8'WALL:3-8dCOMMON EACH i intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,cei,Ing or truss to top plate shall be In ; TO TOP PLATE 0'WALL.4_8d CGMh iJ 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 �.__-_.--- PRESCRIPTIVE A9 PER N.Y.S. RES DENTIAL CONSTRUCTION CODE AND 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 (:FILING JOIST TO AS PER TA3LE 3 7 i EACH FACE DESIGN CRITERIA CURRENT SSG NIGWIND EDITION OOFRAME CONSTRUCTION MANUAL 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_;BC -_!- LAID NAIL H WD o sound and a weatherproof completed product shall be connected with uplift Connections in accordance with table 3.3c. CEILING JOIST LAID AS PER TA3Lt-3' EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL. NOTES -OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 ~� 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE?u EACH FACE DECKS 40 �w~ Zj 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 TO RAFTER I WER .-SBC j E:ND NAIL 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 _-. __ ATTICS w/o STORAGE 10 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 2-8d COMMON 1 TACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER E_ND NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 t--- (LIVELOADS PSF) pe, 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COUMON F NCH END ROOMS COTHER THAN SLEEPING) 40 Q W (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER _ END I NAIL 1""1 rt WALL FRAMING ROOMS (SLEEPING) 30 ___.�__� First wall studs shall be connected to the foundation,sit!plate,or bottom plate with uplift I4) 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 _ __- 7 _- -- _ STAIRS 40 O O ^ - 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 NOTES GAURDRAILS (ANY DIRECTION) 200 W (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 ^-- I 7 O!Y ;'QAC Nv H precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt TOP PLATE TO PER I FACE NAIL EXPOSURE CATAGORY F-1 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, 2-16d COMPAON W 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 LOAD PATI I SEE CONSTRUCTION PAGE AGENER PATH CONNECTION �-- -'--�-----'-rt-" (ROOF - FOUNDATION) DETAIL PAGE � GENERAL NOTE PAGE W 5).Refer to the Window and Door schedule for exterior openings. comers. ! TOP PLATES AT OISID FACE INTERSECTIONS 4' 16d COMMON � SIDE I NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO ? 24" -T-FACE EGRESS Z Type!exterior shear walls with a minimum of 7/16 inch wood structural panel on the exteno STUD i2- 16d CO'NIM.,N O C NAIL yin SEE FLOOR PLANS AND WINDOW SCHEDULE O or exceeds manufacture's specifications and applicable codes. YP attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and -- -t---------}- FIRE PROTECTION 112 inch sum wallboard on the interior attached with 5d cooler nails at 7"o c.at panel HEADER TO I 5 C0MrV1nN I o C C FACE j (Sr1OKE 4 CO2 DETECTORS) SEE FLOOR PLANS 7).The General Contractor is to consult with the owner for all built-in items 9YP HEADER ALONG EDGE NAIL edges and 10"o.c.in the field shall be in accordance with the length requirements specified -----I-- TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION such as bookcases,shelving,pantry,closets,trims.etc. 9 TOP OR BOTTOM 2 16d COMMON PER 2x4 STUD END in table 3.15a-b. �- 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 S TGDI NAIL j ENERGY CALCULATIONS (EGG 2018 MINIMUM REQUIREMENTS BY COMPONENT TABLE 402.1.2 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO: I FOUNDATION NOTES: Type 11 exteriorsheanvallsshallmeettherequirementsoftable3.1Sa-btimestheappropna PER I FACENAIL� CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 'FLOOR JOIST.BAND JOIS. 2-1c°COh1MOr1 FOOT !SEE NOTE: 1, length adjustment factors in taba 3.16. END JOIST OR BLOCKINr,I 1).The General Contractor and Mason to review plans,elevations,details and notes to _ __ _-._____.____.i- GROUND WIND SEISMIC FROST WINTER ICESHIEM determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR F RAM I N G -- SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when - --' - T- -)- LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil MIN SOIL STRENGTH AT 2000psi) P ti.AIL NAI_ g 9 ) ( P )interior shearwalls are used Sheathing and connections shall be in accordance with JOINT DESCR PTION O-Y ;SPACINGS NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. -- - ----------------a 20 LBS. 130 B SEVERE 3 FT. 11 YES 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO DER TOE TO HEAVY MODERATE " ,N ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND E=XTERIOR WALL OPENINGS: �SILL.TOP PLATE OR GIRDED .0 ST NAL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING FACH TOE -� 4).An new concrete walls being attached to existing concrete structure shall ` b i-•`;`.^.,.,,J NAIL SPACING NAIL SPACING AT INTERMEDIAT Any g 9 with table 3 5.Window sill plates shall be have steel connectors in accordance with table TO JOIST _N') NA,L SHEATHING LOCATION NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3-5. - -*-41CH j AT PANEL EDGES SUPPORTS IN THE PANEL FIEL j 'BLOCKING N--., , BCH I TOE � sad ! 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 5).Unless otherwise noted,all slabs on rade to be 3500 p.s.i..Concrete to be ; TO JOIST NNS g 9 .CATHEDRAL CEILING ASSEMBLY: i BLOCKING TO poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) ! CH OE i SEE NOTES:1 (BOTH FIELD to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and rr 1 -INTERIOR ZONE Bd COMMON @ 6"O.0 8d COMMON?i 12"O.C. 3- thJ C i dti+Ohd NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR-TOP PLATE B OCK NA'i 6"maximum lifts(layers). along the open ceiling part of the buildin Connections to the nd e and wall shall be be L'cDGER STRIP - EACH ! FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 9 P 9 P 9• 9 z-160.CCt4�40 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. _- TO BEAM _ OiST NA'_ 8x16 cast iron foundation vent for every 150 sq ft.of area. !GTS r ON LEDGER ER TOE NOTES DECK AND COVERED PORCH NOTES: _ -� { 7).Dampproof exterior of foundation with bituminous coating as per - _.--_ r0 BEAw- _ !' ST j 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 rioted,all framing material to be#1 ACO pressure treated lumber BAND JOIST =R- END (�� All fasteners,hangers and anchors to be alvinized or stainless steel. .3-16d CC'IIMO0, LlJ the below grade portion of exterior walls prior to backfilling. 9 9 TO JOIST _-_ _ OST ; 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. W -R ENA the 4 foot perimeter edge zone attachments required shall be used. I BAND JOIST TO: ,-"� 'Eli TOE NAIL. 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COh1h,U.{ r.007 SEE NOTE. 1 Girders on concrete piers shall be anchored with proper steel connectors anchored L_ --- ----�-- 2).Tabulated 12 inch o c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1 FRAMING NOTES into concrete with a minimum 1,7 dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHIN _ For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. z Z U) NAIL NAIL 1).All framing techniques and methods as prescriptive design of current SBC High Win ) Posts supporting girders shall be anchored to a 12"x 12"x12"thick concrete footing. JOINT DESCRIPTION OTY. SPACING 3).Tabulated 4 inch o C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For W (n Edition Wood Framing Construction Manual. Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. - framing members with 0 42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. jSTRUCTURAL PANE 8d AS PERTAB B 3.� N 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. �_ WFCPUt___J WALL SHEATHING REQUIREMENTS FOR WIND LOADS: -� x -j LO Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. C Q O O CEILING SHEATHING: _ SHEATHING LOCATIOI� NAIL SPACING NAIL SPACING AT INTERMEDIAT 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. j,IOINT DESCRIPTIO: NAIL ❑NAIL l AT PANEL EDGES SUPPORTS IN THE PANEL FIEL NOTES Z otherwise. Ledger to be fastened to building with 1/2"dia.bolts w h washers and nuts _ OTY. SPACING 1 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) � -- NOTE:2 FOR PANEL FIELD - O where needed. GYPSUM 7" O.C.EDGE' 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi . ;5d COOt.ER co O Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all ^/ALLBOARD �0"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 ( )j ( ) 9 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL S H EATH I N G. !VOTES W U) � 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 -_NgIL N;-.iL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fir to girder(s). J`>INl"DESCRIPTION 1 - THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. OTY SF;;ClNG O and blocking where applicable. ~ STRUCTURAL I AS FcR TAB;8).Covered Roofs shall be assembled and anchored the same manner as a typical building r_3 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 8d COMMON 5).All flush beams/headers to be installed with heavy duty galvanized hangers and i PANELS _ _*^IFCMI-SBI., be used. anchors where applicable to all connecting joists. PLUMBING NOTES r 716"OSB T i r- I :4"0 - GE i•`. 6d COMMONi 2 .Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with i PI.Y4VOOD____ L;°O C =1Ei.D ) P 9 9 9 '-_.-• •_•6).Double u floor joists under walls that run parallel to the floor joist and under bathtu 4)•All water supply,drainage and venting to be installed as per N.Y.S.Residential _`--- -t---------------a G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. ` r1f { Floors to have ceramic file installed shall be verified for proper load capacity unless not onstruction Code. GYPSUM 7' QC EDGE r > �� '• 15)dCOOLER; WALLBOARD 1C"O.0 FIELD r I on plans. 3)-For exterior panel siding,galvanized box nails shall be permitted to be substituted for common Waits. �- --' ----- 2).Verify septic system with theEngineer for Suffolk County Health Department approval. FLOOR R S H E_AT HING:7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists t i l N�J NOTE: { ' 3).If wall studs,plates or joists are cut out during installation for any plumbing related work. ! NAIL N;!L CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY under all bearing walls. JOINT DESCRIPTION i provide adequate bracing and plates to protect and secure the structure.Verify with the QTY SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for max mum hole size and spacing permitted. {�--_- --� EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. , STRUCTURAL PANEL�8d COMMO" 6 O EDC' `' V - JL� _' needed. 1"OR LESS 1�" C FIEL _ HVAC SYSTEM NOTES •- 1). PROVIDE 5/s"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. <,. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir N OTE S: 2). USE SIMP50N HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO. 1).Mechanical subcontractor iE responsible for adhearirg to all applicable codes and safety 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE RE-ERRE^TO r" DRAWN IF 10).Unless otherwise noted use 3/4"thick TBG PTS Fir or Advantech plywood subfloo 2) HVAC subcontract-)r is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTESONL.`' FIREBLOCKING REQUIRED Y; adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1 equipment supplier. over subfloor as per manufacture's instructions. 1).Nailing requirements are based onwar sreatnirg and to form an effective fire barrier between'stories,and between a top story and the roof space. ).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If w,-,l:sheathing Fireblocking shall be provided in wood-frame construction in the following locations. y '( 1 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a is nailed 3"on-center at the panel edce tc oira�:n f,ghe 11/2/2016 ntractor and ownerfor final review and approval. ceilings and over furnace to have 518"thick type-x sheetrock.All other parts of buildingshear capacities,nailing requirements for strurt rai 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 112"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: membe•s sha!I be doubled,or a!ternae carr ectn-s levels.Concealed horizontal furred spaces shall also be f!reblocked at intervals not exceeding 10 such as shear plates.shall be used tomam'u n lead cash. feet.Batts or blankets of mineral or glass fiber shall be allowed as flreblocking in walls constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice a Water barrier or 1).All electrical to be installed as per N.Y.S.Residentia Construction CodeSCALE: SEE PLAN using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2i.When wall sheathing;s connnucusover connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails sl�a'i-^pFrmttec 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to he reduced tot -'6r.nail per,ant drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates t 3).Install Smoke dete tors and Carbon Monoxide detectors throughout as per section R31 C be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. Y V H E E T N O. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with N.Y.S.Residential Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of r- flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code.