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HomeMy WebLinkAbout1000-64.-3-5 11 i OFFICE LOCA'ITON: MAILING ADDRESS: Town Hall Annex '� P.O.Sox 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 �f � 4UN � . LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 18, 2024 Re: LWRP Coastal Consistency Review for MARK &ANN SCHAEFER Patricia Moore, Esq. on behalf of MARK &ANN SCHAEFER requests a Wetland Permit for the existing dwelling with west porch, seaward side covered porch and landward brick walk with pergola; replace windows and siding where necessary; demolish existing second floor and construct a 757.2sq.ft. second floor over existing dwelling; install gutters to leaders to drywells to contain roof runoff; abandon existing septic system and install an I/A OWTS system landward of dwelling; remove concrete pad in front yard; existing driveway to remain; and to install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the bulkhead. Located: 2300 Hobart Road, Southold. SCTM# 1000-64-3-5 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 action is CONSISTENT with the LWRP. The following is recommended to further policy 6. 1. Increase the width of the non-turf buffer and require all or portions of it to be planted with native, drought-tolerant vegetation. 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: Honorable Lori Hulse, Attorney Town of Southold RECEIVE® LWRP CONSISTENCY ASSESSMENT FORM S E P 0 6 2024 Southold Town A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. Ibis 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 sigAificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town), 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both suppo!ft and non- supporting facts. If are action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 64 _3 _5 PROJECT NAME Mark&Ann Schaefer The Application has been submitted to(check appropriate 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: ❑ Nature and extent of action: Additions &Alterations to existing dwelling demolish existing 2nd floor and rebuild larger 2nd floor over the existing dwellling replace sanitary system and locate in front yard Location of action: 2300 Hobart Road,Southold Site acreage: .5 Present land use: existing house 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: Mark Schaefer arid Ann Shaefer (b) Mailing address: 28 Orchard Farm Rd., Port Washington NY 11050-3335 (c) Telephone number: 631-765-1278 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? 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 ❑Not Applicable enhance an existing structure with additions&alterations,replacement of sanitary system with IA system Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of_the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes❑ No 0 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 7 Yes ❑ No Not Applicable investment in existing structures,maintaining and improving homes enhance the visual quality and enhance scenic resources 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 S through 16 for evaluation criteria Yes 1:1No 1:1Not Applicable work proposed outside of flood zone Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply is the Town of Southold.See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ✓1 Yes 0 No E]Not Applicable connected to public water' 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 7 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. NoYApplicable ❑ Yes ❑No 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. ❑Yes 1:1 No W1 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. - ❑ Ye n� No❑✓ Not Applicable Attach additional sheets if necessary WORKING 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 ❑✓ 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. ❑Yes ❑ No❑✓ 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❑✓ 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 Paticia C. Moore TITLE Attorney/Agent DATE i� li !f• �h 1 • � J_ dam wait ia■ I �C �1 w w tv r 41Vp, gr 4 mp N. r f ,,K •. �. _ A w rtYr Y r • r At/' 9WI r F � w• :iwwv�.i, �,� .i.::t�.',�j: ��'� r� �7� .#� ,�- �/ � � '�.� __ • ,. �>s�'7�'%ifs' I I ! ..: rc. r r � � � �`� �\`�A�. . . _ � Al�., " ILI tA �•r y •;�s �� � � `� e'er �i,_ S/ ` �.. ��• �� ( y wM, +��• r/ � � mow.. 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UNDER POST ABOVE 77-71 d d EXISTING 61 D E G I It F CP ,� SHEET NO: !�1 E „ EXISTING ' EXISTING . .. . . .. . . .. . .. . . .. . . .. . . . .. . .. JUL i 2Q%4 2'X2'X1' CONC.FTG SouffmmTown e CROSS SECTION B Bmrd ofTw" A- 8 4 8 SCALE: 1/4" = V-0" Generated by REScheck-Web Software STORM WATER MANAGEMENT DETAILS Compliance Certificate LOCATION:SF AREA: "'/°RUNOFF AT DRYWELL DRYWELL 2"RAIN PER HOUR PROVIDE: CAPACITY: ROOF AREA 1559.2 SF 260.4 CIF (2)8'X 4'DW 338 CIF Project SCHAFFER Z (TOTAL) Energy Code: 2018 IECC O 1��1 Location: Southold, New York I"1'I OGEE GUTTER-STANDARD 5" Construction Type: Single-family NOTtt' Project Type: Addition 0 A).DO 1). ION: Climate Zone: 4 (5572 HDD) A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: Permit Date: .rT A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. P4 B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR Permit Number: ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR All Electric false W METALS WITH PROTECTIVE BACKING PAINT. Is Renewable false 3.INSTALLATION: Has Charger false r I-�-I A).PERFORM WORK IN ACCORDANCE WITH LDA HANDBOOK AND THE DRAWINGS. I).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2'FOR EVERY 4V OF RUN. Has Battery: false 2).SHEET METAL JOIN LENGTHS D SO WATERTIGHT JOINTS. a).ACOPPEER CCESS/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND Has Heat Pump: false rT� ACCESSORIES. W ^ B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP)DINT \ CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL l CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. a).A)PROTECTION:PRO C-yt ^V,PROTECT CTINsrALLEDPRDDucrsuNnLcoMPLET,oNOFPROJEcr. Construction Site: Owner/Agent: Designer/Contractor: AWAY FROM HOUSE A) v I B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL wMPLEnoN. 2300 HOBART ROAD O O 0 SOUTHOLD,NY° r r- f O0 Clio s, O „ i„£t/':l,iii<,G✓vi:L.,...i..rtiii,.ir✓C�✓,f1v✓'-u:<u,✓ .. i.F'ii %i, .,.eir..e...,.':✓:i.<",.,.,,.,..e.,,._,,..,�i� �/� Compliance: 0.8%Better Than Code Maximum UA: 121 Your UA:r 120 Maximum SHGC: 0.40r Your SHGC:/0.32 L•J 0 O The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. �'-� N It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. GFA CALCULATIONS Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade V J assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. LOCATION: AREA: / `\ PROPERTY: 14,712.SF Envelope Assemblies - - - ` w y. / r. 280-207d GFA PERMITTED: 2689.0 SF EDCeiling:Flat Ceiling or Scissor Truss 715 34.0 0.0'0 0.032 0.026 23 1 1 \ EXISTING/PROPOSED 1ST.FLOOR: 1148.8 SF LiJ60 Cl ® \ Ceiling 1:Cathedral Ceiling 42 30.0 0.0 0.034 0.026 1 Z fn »' j 661.5 ff $� EXISTING 2ND.FLOOR Wall:Wood Frame,16 o.c. 1,056 20.0 0.0 0.059 0.060 54 5 TO DEMOLISH) " 0 Window:Wood Frame� 24 0.290 0.320 7 PROPOSED NEW SECOND FLOOR: 757.2 SF SHGC:0.31 Window 1:Wood Frame 119 0.290 0.3 is I S��fj ® 20 35 �a7Effi e _ I TOTAL GFA: 1906.0 SF SHGC:0.32 O, Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in I O METES AND BOUNDS BY: REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. LU ANTHONY W.LEWM!DOWSKI I SURVEYED FEBRUARY 28.1997 - I Name-Title Signature Date n 22.0' - - 14.5' SCTM:1000-64-O3-05 ■ii■� PROPOSED NORTH ELEVATION Project Title:SCRAPPER Report date: 05/07/24 N SCALE: 1/8" = �I-OII Data filename: Pagel of 2 -0 -0 W lQ) Z .� Z (0ZLo J X 0 N Q 0 0 ri r; 0 ® ® 12' ® :1 2' O j 2" 3 U) a. 0 CD 11/4 11/2 11/4 11/4 ^ r ® ® ® ® W.C. LAV. LAV. '0 FASTENER WOODYPE: SPACING: 0i Bo B ANCHOR EE BA H BASED ANCHORLENGTH 16"OC 21n.EMBEDMENT IENGIH a Q) No.10 WOOD-SCREWS ® • BASED ANCHOR WITH 16"OE ® _ 2h EMBEDMENT LENGTH 11/4 1/41n.dw.LAGSCREW 2 3 1 1/4 I C.O. BASED ANCHOR WITH 16'OC 0 21n.EMBEDMFM LENGTH 3 ^` ® ® I3^ ® ® 3/4'PPA PLYWOOD F.A.I. SHEATHING -1 L 112' GRADEE P RATED SHEATHING GRADE PLYWOOD (ALTERNATMVE:7/16'OS.B.) ® ® GRADE 112"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATM4E:7/I6'O.S.BJ LDL DRAWN BY: IF 4 _ FASTENER TYPE: SPACING' 2x4DF*2 SLOPE"1/4"PER FOOT PITC�TTO DRAIN No B WOOD-SCREW STUDS TO APROVED waNDoevs¢L BASED ANCHOR WITH 10"De ® ® TRAP HOUSE SEPTIC SYSTEM 5/7/2024 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.low000-scREws PANEL SPAN EQUAL OR SMALLER 2I�n.EMBEDMENT D ANCHOR LENGTH 12'OC THAN 4FEET BASED LAGSCREW PLUMBING SCHEMATIC SCALE: SEE PLAN aASED ANCH00.WLTH 16'OC tin.EMBEDMFM LBNGTH TYPICAL DOOR OPENING 10, SCALE: NOT TO SCALE PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLED FASTENER TYPE: SPACING: 2-ETHERW STUDS CONNECTED AND EQUAL OR SMALLER roGETHER wITN srAIHLEss STEEL No.a woLxrsaLEw THAN 6 FEET OR GALWNIZED BOLTS W/WASHERS 2BASED NNCHOR I H roc AN°NUTS®Y-0"°.` SHEET NO: EWS TYPICAL MULTIPLE OPENINGS No,ED NCHOR WITH BASED ANCHOR LENGTH 7 OC PANEL SPAN GREATER THAN 6 FEET zin EMBEDMENT tENGTM AND EQUAL OR SMALLER van ft.LAGsaEw I g I Xf E BASED ANCHOR WITH 16'OL THAN 8 FEET tin.EMBEDMENT LENGTH 4 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING JUL. 4 2024 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 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 $DU1i 1 TownCONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. - 9 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. BDaM r` '' .,; HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 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 � v RAFTER WALL STUD Z ENDWALL CRIPPLE STUD BOTTOM PLATE O RIDGE LEDGER BATHTUB w HEADER DOUBLE JOIST SICEWALL RAFTER JACK STUDS Q FLOOR USP NUMBER DESCRIPTION APPLICATION t/-��/J■ 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 1 CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 1{••'•� HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE W 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 WALL STUD THROUGH-ROOF EXHAUST A VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP �, ■ 1 . O O CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED 7 RAFTER / x SILL PLATES) WALL SHEATHING RAFTERS , VENTILATION �•••■ ' " ' " •' SIDEWALL FLASHING WOOD JOIST O V 1 O FOUNDATION TOP PLATE BLOCKING BLOCKING �'� + O ' - •,� - •'• - FINISH WALL AND MOISTURE 2x4 LEDGER O STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OF WOOD GIRDER INSTALL 4'0" O.C. �.'� SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT Q ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD F.�' FLASHING TO FORM CHANNEL _ i 'n"'' INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE -- 8" - 14" LSTA30 1-1/4%30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO t P ��" 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR �O ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4V O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS j`•, 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR SOFFITED EAVE DETAIL .w7 C.7'• ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH F.AFTER w ( %�;.'; to OF FLASHING +(�' O �L 2ND. FLOOR WALL ® v ROOFING LAPS BASE C FLASHING 4 INCHES �r Q RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME ucle EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE uj GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWA EDGELLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROF'.:R STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLA ABLE, TE OVER RIDGE TO AIR PASSAGE IF E, SET FIR JOISTS Ar " ROX. i 2 HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. CONFORM TO SLOPE / 8" - 16" MSTA48 1-1/4"x48" 16go. 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 W DBL. SILL PLATE TERMITE SHIELD r I �— O ��/ SILL GASKET �' WOODWOOD JOISTS i.. r NEOPRENE z Lo 2x6 2xB CONTINUOUS WOOD PLATE �•/, TYP. CONC. FOUNDATION n CONIC. SLAB 4 - GASKET ' / C 6 MIL. POLY V� BOLTED TO STEEL BEAM WITH DAMPPRN POLYO N EXTERIOR • ' 1/2 " DIA. BOLTS ® 48" o.c. STAG. A _I ,J V GRANULAR FILL � ,,`, , I � � 1 6MIL POLY ON EXTERIOR I • to e , ) < O O r^ y � � STEEL COLUMN `i/ 'p • A • d C s• ° e n ROOF JACK ,` CONC. SLAB 'p ANCHSTEEL BEAM Z M T `r.• A �•p v POUREOD CONCRETER BOLT : �.� ••L•• 4" x 1/4" x 8" STEEL O V i COMPACT FILL ° r BLOCK WALL: 15" TOP AND BOTTOM PLATE O •p a s ROOFING LAPS r V • p .• w /^� KEYWAY FOOTING e • 4 • 7 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT VJ M USE WITH 3x3 SQUARE WASHERS SIDES AND TOP •• 1/2" GROUT �'/^, Q� Ouj '^ CU e e p CONIC. FTC. 'p �'p L o' (USP LBPS58 OR BP583) ,�� VJ • ;O ANCHOR BOLT CONNECTION I 1 •/— 3" STEEL COLUMN uj v, 11 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION ( 10 KIPS ) /� O DRAIN TILE p • SUPPORTINGMAXIMUM SPACING FLASHING LAPS �•`1\■L SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC 'ter/ TYPICAL BEAM DETAIL "//•"��" TYPICAL CONIC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC LJ.. WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC. FTG. CRAWL SPACE OR FOUNDATION STEEL BOTTOM BEARING QVJ ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS& VENTS DETAIL I I SUBFLOOR 0 CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE o--JOIST COMPACT FILL DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB • P.T. PLATE W/ 6X6 WMM \I SLOPE DRAWN BY: IF 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIRS E < 1 • ° 7 1 T (WITH A NAILING PLATE IF NEEDED) AT END AND 4• ." •' n• :• •• . • TO BE APROX. 1/2" OR HIGHER THAN • s-- '' ��ir•p ES OF WOOD •p D °e• 4 •• ; •• • PROVIDE STEEL SRAPPINNG TO KEEP EAM TO ALLOW RJOISTS ALGNED GRADE Q a----"'u-- -"� G , BEAMS O • GE ( ) 5/7/2024 = 6X6 W.W.M. • - - • a e =ail o• C •p _ MN. ° a ° e 'w d�'p Q •Ii G^•r • .e ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p p • • e �,•o —SUBFLOOR air b NOTCH EQUALS 1/4 DEPTH OF BEAM I-II • G REINFORCING BAR : r O s •C e REINFORCING BAR ' s p•.s•s � • _ �101ST DRAIN TILE I. ►I '' � ° • - (� SCALE: SEE PLAN a 12" e : SHEET METAL/ 30# FELT UNDER BEAM AT POINT • • STEEL BEAM •. ' OF CONTACT WITH CONCRETE OR CONC. BLOCK _rr �• • 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . �. SHIMS TO LEVEL BEAM S REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET _ SHEET N O■ r � Jt _ 1 210-4 — 10 V) WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Z GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL O 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) 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 TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) n O 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 ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE F"�1 intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL DESIGN CRITERIA UNIFORM CODE TO TOP PLATE 10'WALL:4-8d COMMONJOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES 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 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 TABLEEC 7 EACH FACE LAP NAIL DESIGN LIVE LOAD(PSF R301.5 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 RAFT WFCM 5 ) DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 W O p g g g UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/IBO � ram, � sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: INTERIOR(LIGHT FRAME)WOOD WALLS to 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 V360 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 CEILINGS(PLASTER,STUCCO) L/360 MASONRY WALLS(B"THICK) 80 studs shall be attached to a common member in the floor assembly with lift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) U240 /F''l4 should be adhered to even if in variance with the plan. y uplift accordance with table 3.3. TO RAFTER END SIP WALLS 10 2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 NAIL 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER STUCCO) H/360 }� (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON E1JD NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240MV NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 1/120 ICI 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 3o LINTELS(SUPPORTING MASONY WALLS) v600 ■ 1 . 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 STAIRS 20 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 NOTES ROOF GROUND SNOW LOAD 20 QTY. SPACING Z v r , x 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 TOP PLATE TO PER FACE NAIL EXPOSURE CATEGORY (DESIGNED FOR EXPOSURE C) O 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 COMMONLOAD 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 TOP PLATE FOOT SEE NOTE:1 comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE O 5).Refer to the Window and Door schedule for exterior openings. 4-16d COMMO INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE _� 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO .SIDE FACE N O 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 or exceeds manufacture's specifications and applicable codes. tt P STUD O.C. NAIL Sym.: 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. Q 16"O.C. FACE 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 �! r 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: Type It exterior TOR S aE shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL P FOUNDATION NOTES: yP qFLOOR JOIST,BAND JOIST, 2-16dCOMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors In table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD �O , determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHFARWALL CONNECTIONS: FLOOR FRAMING' OD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS �� 41 a Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED �U Cl 5., N - 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathin and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES Z U) yny O Ltt g QTY. SPACING MODERATE SLIGHT TO �. 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE lf- TO HEAVY MODERATE O 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 0 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections In accordance BRIDGING F:':A 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 COMMONEND NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE P SHEATHING LOCATION NOTES S be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD L J� 5).Unless otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 6"O.C. SEE NOTES:1,3 9.CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES:1 BOTH FI DS poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) ( ) 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 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"U.C. NOTE:2 FOR PANEL FIE anchored on tor of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). 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. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMO? attached with the above requirements. TO BEAM ;SST NAIL 8X16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-SdCOMMO 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 :":R END the below grade portion of exterior walls prior to backfillin . All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL $ po P g 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 0- 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:SILL OR TOP PLATE 2-16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concr fte piers shall be anchored with proper steel connectors anchored FOCIT SEE NOTE:1 %b 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 NAIL �..� 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION�NAIL n SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For w Edition Wood Framing Construction Manual. Use a minimum 112"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-59C WALL SHEATHING REQUIREMENTS FOR WIND LOADS: QJ Z SHEATHING LOCATION NOTES Douglas Fir. 4).Deck joists to have blocking at 8'0 O.G.. CEILING SHEATHING" NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3e Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum o`10 Inch flashing shall be installed between the building and ledger. NAIL NAIL Z T_ Lo otherwise. JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3 BOTH FIELDS r Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts Q 4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. ( ) � where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD W (0 Q 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 J >/ J N openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. 0 10 openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES Z O O 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL �� O openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 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 5).All flush beams/headers to be installed with heavy duty galvinized hangers and ) tYP g 8d COMMON ) g g q O co WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE � - Or^ 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub6d COMMON 1).All water supply,drainage and venting to be Installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with w vJ 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. LL WALLBOARD on plans. Sd COOLERS 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). 3).If wall studs,Elates or joists are cut out during installation for any plumbing related work, NAIL "NAILrovide ade uate bracin and lates to rotect and secure the structure.Ver( with the JOINT DESCRIPTION 1).PROVIDE 5/B"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fy QTY. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. '^HVAC SYSTEM NOTES 8d COMMO v,1"OR LESS (5.7 SO.FT.2ND.FLOOR) 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFT O under all bearing walls. NOTES: NYS Residential Code providR302.1ed - cut o OCKiNG REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking thali be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof spare. 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. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be flreblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailingrequirements are based on wall sheathing feet.Batts or blankets of mineral gg glass fiber shall be allowed as flreblod ing in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. ) q g SOIL COMPACTION: using pareltel rows of studs or staggered studs. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Lys 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, for structurallW N BY. 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. D 1 Ve ELECTRICAL NOTES" shear capacities,nailing requirements REMOVE AND ADD ADDITIONAL FILL AS NEEDED. JF adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,Shall be Used t0 maintain load path. 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 dues at ceiling and floor level,tc resist the free passage of 5/7/2024 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces.as required by arrent N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tot-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 SCALE: SEE PLAN 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. 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 ACOVERTOP ND BASES.USE WITH FLASHING CAPS TO SHEET N O. E E V L DU