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HomeMy WebLinkAbout1000-71.-1-16.1 OFFICE LOCATION: rjf SO(/ry0 MAILING ADDRESS: Town Hall Annex h0 lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 G Q Telephone: 631 765-1938 olyODUNT l LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From. Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: June 9, 2021 Re: Local Waterfront Coastal Consistency Review for SUSAN &TODD EWING SCTM# 1000-71-1-16.1 , • 1 SUSAN & TODD EWING request an Administrative Permit to replace windows, remove interior non- load bearing wall to enlarge kitchen area; replace four(4) existing sliding doors on rear of house with Two (2) 142 %'x80" four panel patio doors; replace existing side door and landing with a 36" Anderson 181 straight line out swing French door onto a 5'6"x8' deck landing with steps; construct roof extension overhang to cover 6'x8'4" stoop. Located: 1795 North Parish Drive, Southold. SCTM#: 1'000-71-1-16.1 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 EXEMPT from LWRP review. 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 �•� y-�. RECEIVED LWRP CONSISTENCY ASSESSMENT FORM ! JUN 0 7 2021 A. INSTRUCTIONS Southold Town 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. 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. Aproposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold IoM). 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 supporting and non- Myorting,facts. If an 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#&0 -0 1 -___Q 1 ILo (-qo i 00 ---71 - PROJECT NAMES (n n wk, The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. P Board of Trustees .LJ 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) 1-1 (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval, license,certification: 0 Nature and extent of action:ffI ID 1 Location of action: 1 -� � S INC14k L, Site acreage: Z r ` S +,,1 q-r-r� /-Z- Present Present land use: JA o m Present zoning classification:_ ,-q 0 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: {)a ,c�� , o--.i (b) Mailing address: 1-7 RS p ac s V-cz H— (c) Telephone number: Area Code ( ) Z (- Z-S U {,y U --6'r (d) Application number,if any: f�1A Will the actionbedirectly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No LTJ 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 Pest 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 LSP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑ 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 ® Not Applicable 'f 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 F1No © Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section HI —Policies Pages 16 through 21 for evaluation criteria Yes ❑ No ❑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. ❑ ❑ M 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. Yes Q No Q 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. ❑ 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. ❑ Yeso 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 F�] 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 0 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 F� 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 TITLE_�� f DATE2.,3 Z/ r NIGH qrE� FFQI K CO, ikiE�k,L„TM_P Mg�OVAL EC :: s��" 3?5t �-� E3 P, H. S, NO. < < a,_d ,, ,�.•- .'•,.-"r o'ti s ,.-,-- ,{ q p'�L. IL A t^YE ,.�' I `'-�• N07PAR'N � �, Y ,.� •.] r:sm• aF3'd'fypLC@7 [�.�_, _aa_ a:<;r.�V V P1••b p �.Q Vti 6i � .. .,�Y l•k- - �;=r' _ T + » EPIT OJUT � . THE WA PdSA4L SYSTEMS FOR THIS RESIDENCE WILL K: r. t� •.;f,,,y. !It CONFORM TO THE STANDARDS OF THE V. SUFFOLK CO: DEPT, OF HEALTH SERVICES. C r rte=' APPLICANT ' SUFFOLK COUNTY DEPT. OF HEALTH SERVICES — FOR APPROVAL OF ' CONSTRUCTION ONLY DATE: 10'Q-71-1-16 1 H.S. REF. NO. r C} r APPROVED: SII F©LK CQ.TAX'MAP DESIGNATION: -k' SECT. BLOCK PCL. �s x DfST'. 71 OWNERS ADORM: ,_. .. .,...»:'sR:., -,r". •,»- Dom•:. ...,.... .. ....-•:i: •.... y., year .., .. - _._i 'sArt. ..._.,, �... . -.-..:c:.h: .� u.., x - .n :"! - ,,.<_... .,•?.. ' '. .F<1jilIL `:. ....... .....:n..,.. rvll­ i - �.#'�. . = 5 , . Z .' . ` �6 �. P. �^ ...., ,�. ..� - s ' U TEST. HOLE STAMP t' JNAUTHORIZED ALTERATION OR ADDTTION �,,, , a l aPh �' 1 '�� �••-' r i0 THIS SURVEY i5 A VIOLATION OF - -.. ._. O i t r t a t1 t QxT >lfl 9 �� 14 ti t" `\`�JFR' �,I GQADE- SECTION EDUCA iONOIAWF THE NEW YORK STATE COPIES OF THIS SURVEY MAP NOT BEARING - •� � � C9 tp ,> O k �+ Tl✓Ya(j't THE LAND SURVEYOR'S INKED SEAL OR -=a �• r`' �`t a r ,Y},;, �•., } EMBOSSED SEAL SHALL NOT BE CONSIDERED TO YE A VALID TRUE COPY. _ � _ ""• i GUARANTEES INDICA`.•ED HEREON SHALL RUN 1.QAM ,ONLY TO THE PEP504 FOR WHOM THE SURVEY M Is PREPARED,AND ON HIS m4^LF TO THE - - r cr TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING 11vST3T1.71011LtSTM HL•GEOfM AND aag TO THE ASSfGhEES OF THE LEhDWG IN511- aW [�Ri-I _ -' ., 'T•. / t_ TUtO A0NitrlUAL IITEESt Imo oR NSFEERASU - PAP • _ - 4. L rt'1 i t T 1WHERS. SEAL N,8Z 303`.00"�f �; G4asrlr+cS 4 K v E A It�� 146�+,s ZAA CE CC-.,ANP TO THE (°1 ry I I / 547 •*R$ C� CS�'..,f Vi'ZI- D ..3 -c ! Is{ S A�f lrt , S LFA 3C« I T Ear° F Tt": .I Ax rQUINN �' � MOD R#C VAN f� ,P f. JUN - 1 2029 1 t -j PECCNc �kf. � ES4 Ei�FCE) rSCy VtU4 EYORS Southold Town <- GREENPORT NEW YORK Poard of Trustees "i Revision 00ill 1Dis 7 Dt 1SID 02 18 �;,,, N R2;D 21 - I �l NSERTA SOUTHOLD BAY r" 10 tlA 12°' I01 fac-1<e- M 182 \\\ j N —ISH JD MIm� aJ a •a2 F,e.J1.m vel n SEE INSERT NOTICE �ybalyCOUNTY OF SUFFOLK © E 1JJ °° SOUTNOLO SECTION NO .� lYl w --�-- ____ __ __ �] g3 Real Property Tax Service Agency v° E .,, ____ .,,,, 'w —_ .mn«. ____ ••��+��__ Y}R CDuntY DenkrNverAeatl.NY11901 M ue[oc O7A N s.-ve. *eu..... mu...i�.. t nmwvaw J/ m. A 1 O x. vt x., �zI o IA �`^ —__— ,m.��,. --.-- o..su.--wx-- cevw `roaaYR'•1 P ore racer N. l000 ,I AkI ____— vwav vrrrwvc mic ac x r ''�iiii PROPERTY MAP GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE USE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: NUMBER AND TYP MINIMUM Uninhabitable attics without 10 DESCRIPTION SPACING AND 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. storage OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. Inches Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub with or without shower head ALL CODES shall su ercede the drawings and shall be incorporated into the ( ITEM ROOF FRAMING P 9 P 15. No backfill shall be placed against the foundation walls Habitable attics&attics served with fixed stair 30 10 and/or whirlpool attachments 1-1/2 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR 3-8d COMMON EACH RAFTER,TOENAIL Additions,Alterations&Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer Standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. Dishwasher (on separate trap) 2 3-8d COMMON EACH JOIST,TOENAIL 2. Written Dimensions take precedence over scaled dimensions Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-112" FACE NAIL 3. The contractor prior to the start of construction shall verify all Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL p Y and were decks abut house framing. Kitchen sink (One Or two traps, with Or 4 RAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL dimensions,existing or new,and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR 18. Install joist hangers at all flush structural load bearing conditions. 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, Laundry tub (One or more COrrpartmentS) - Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent ofSleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Shower (based On the total flow rate through OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. showerheads and bodysprayS) Stairs 40 20 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 20 20 TOE NAIL 5.7 gpm and less 1-1/2 3-10d COMMON of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with16d COMMON O with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C.FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, includingSTUD TO STUD AND ABUTTING STUDS AT 16d BOX basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 916"O.C. FACE NAIL 7 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" L 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 16d COMMON 1 O BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES N an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, L/360 (3-1/2"x 0.162") L� p 9 Y P P P WHENEVER an alteration,addition, or conversion is made to an Existing Residence, 'FABLE R302.6 O garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detections stem of the ENTIRE residence must be brought u to code, 5-8d BOX(2-1/2"X0.113") Y g P DWELLING - GARAGE SEPARAT ION All other structural memebers L/240 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION I- R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 �� MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL Q the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2") FACE NAIL ON EACH SIDE OF END 3 1/2" Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide EQUIVALENT TO THE GARAGE SIDE 13 OR 12-16d BOX DOUBLE TOP PLATE SPLICE ( ) JOIST(MIN 24"LAP SPLICE LENGTH O [,L required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. R404.1.2(9). FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS 1 HAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 EACH SIDE OF END JOINT) z BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL W All CO alarms shall be connected to the lighting circuit with no intervening wall OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2"} 12"O.C. FACE NAIL Cr � z Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with batterybackup. Battery-powered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOORICEILING ASSGMBLIEs , Cr located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). p USED FOR SEPARATION REQUIRED BY IRC-R302.6 NO, LASS THAN i/2" INCH GYPSUM BOARD T BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL Z Vertical reinforcement in basement walls shall be located 24. WALL BRACING: Buildings shall be braced in accordance with TABLE R802.5.2 15 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON. 2 EACH 16"O.C.FACE NAIL Q to provide a maximum cover of 1-1 A inches from the inside face. section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION W J End conditions for braced wall lines for the continuous sheathingshall conform DWELLING UNIT ON THE SAME LOT APPLIED rG ALL INTERIOR SIDE HI 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL EXTERIO.c WALLS THAT ARE WITHIN THIS AREA 2-16d COMMON .. U) 0 O R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF Based on Table R404.1.2(1)- (includes basement entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SFC riON R302.5 A1TACHMENT OF GYPSUM BOARD ROOF SPAN TOP ES,LAPS AT CORNERS AND INTERSECTIONS SLOPE SPACING R17 PLAT3-10d BOX FACE NAIL O Z Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 2-16d COMMON Z wall and One#4 bar near mid-height of wall. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL H;VE GYPSUM BOARD SHEATHING. Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of r r 12 FT 20 FT 28 FT 36 FT " 3-8d BOX O L provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PEt`4ETRATiO,J, 18 1 BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL wall and One#4 bar near the:third points in the wall story. roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 0 NUMBER OF 16D COMMON NAILS 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Framing lumber shall be DOUG-Fir Larch 42 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified _---____�__- - ___. 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 tn Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Cn 9 9. 9 copper roofing nails, minimum 12 gage shank with aminimum- Fastening Schedule for wood structural panels 5: 12 16' O.C. 3 5 6 8 c m'N Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING 0.2 o E 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 Y � y E .. o n 0 L a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D but not less than 4 per strip. Type Less than or lass than or less than or 4-8d BOX 0 0 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL o-' .g' o �� r or stainless steel. i r 9: 12 16"O.C. 3 4 4 5 21 3 8d COMMON - U.. c c equal to 4 fee, equal to 6 feet equal to 8 feet = � z � `o b.) Use Copper flashing Only against ACID Lumber Sill Plates 27. Flame Spread Index: R302.9 - o 0 a o o o P RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON c w '� y �� - 0 c.) All Structural connectors i.e. Simpson strong-Tie or USP,etc wall and ceiling finishes shall have a flame spread index:5 200 12: 12 16"O.C. 3 3 4 4 22 6"O.C.TOE NAIL c o c m ` No 8 Wood screw PLATE ROOF APPLICATIONS ALSO 1od BOX `41 6 0 0 M `o shall be Hot-Dipped Galvanized or Stainless Steel. s ( ) E o 2 8- 0 �;0 r o PP Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies 16 inches 10inches 8 inches a U o 0 0 2 2."8 based anchor with &attics shall have a flame spread index<_25 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-1 Od BOX y 2 o 'm ° Cr a`o c 3 2 inch embedment 23 BLOCKING TO JOIST EACH END W N 0 3 ;?'c !"3 0 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc" shall be len ht BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON 0 o U'�o c a 01 z=£ installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT c 0 a� rn m ,n ZE g rn Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index <-450 CONNECTION SHALL BE INCREASED AS FOLLOWS: 24 4-16d BOX U N c G-2 a No 10 Wood screw BLOCKING TO SILL OR TOP PLATE 3 16d COMMON TOE NAIL s s c - N a, 0 w 3 o E "Micro-Lam"Design Stress: E= 1.9, Fb= 2,600 psi, Fv=285 psi Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies a� c = o `o c b o "Parallam PSL"Design StmSS: E=2.0, Fb=2,900 psi, Fv= 290 psi &attics shall have a smoke-developed index<-450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H c/ H r HEEL JOINT AJDUSTMENT FACTOR A-.2 c'° a .2 c�o�i -°E "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 2 inch embedment on center on center on center 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL t �,N r= E 2 a o a 4-10d BOX L' `�'- 2 t ui v c U c 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 b z-E Q N 0 c a� o Q) o $� E m m-0 y o 8w L° 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 4-10d BOX L a ' _ ` c c- ar each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 4 1.33 26 BAND OR RIM JOIST TO JOIST PER JOIST ►- o v, m Cr H m E n.- 0 n shall have at least ONE operable emergency escape opening as follows: Solar read roof zone area of not less than 300 s ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45 foot mean roof height. 1 / 5 1.25 3-11 6d COMMON P g Y P P 9 Y q• P Y Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structural panel. 1 / 6 1,20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM z A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the panel. STAGGERED ON OPPOSITE SIDES Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of (n O 4-16d BOX opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. c.Anchors shall penetrate through the exterior wall covering with to embedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL � J not less than 2 inches into the building frame. Fasteners shall be located not less than � B. Minimum net clear opening height shall be 24 inches. � I- 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 V C CL C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX( OR W _ D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". RAFTER UPLIFT CONNECTION FROM WIND 2-8d COMMON (2-112P') EACH END, TOENAIL J Z Z (n d.Where screws are attached to masonry or masonry/stucco,they shall be attached Z z -J � C) from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. 0 WHERE Basement contain more than one or more WOD STRUCTURAL PANELS sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RAFTER ROOF EXPOSURE C SUBFLOOR, C) J z Q an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND W Q 0 I-- � Exterior glazing in buildings located in Wood-Borne debris regions sha!I FEET ULTIMATE WIND SPEED Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: (FEET) PARTICLE BOARD WALL SHEATHING TO FRAMING = W C) LIIJ E .� be protected from wind borne debris. It shall be the responsibility of the General contractor or his subcontractors to submit Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 SPACING OF FASTENERS V W 1.- 0 = EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design, calculations, drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH DESCRIPTION OF NUMBER AND TYP U) Z Lt_, W a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems (new, existing or upgraded) Garage door glazed opening protection for wind borne debris shall meet <5:12 i 5:12 <5:12 s 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING W a" p y p g q y g p p g• PANEL EDGES stamped b a professional engineer if required b the Owner or Building Dept. ANS!/DASMA 115. Areas within hurricane prone regions: SUPPORTS GABLE END WALL FRAMING I 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design a. continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 214 201 263 247 30 3/811- 1/211 6d COMMON(SUBFLOOR,WALL) Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 18 277 259 342 322 8d COMMON(ROOF) 6" SEE NOTE A 6" 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight 6" DIAMETER -� Wood Strurtural panels with a minimum of thickness of 7/16 inch and a maximum span 16"O.C. 24 340 318 422 396 to a point directly above the lowest riser of the flight. Handrails adjacent to ( ( of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to a wall shall have a space of not be less than 1-1/2 inches between the wall cover the glazed openings with attachment hardware provided ill the table below. 16"O.C. 28 348 358 476 446 32 1-1/8" - 1-1/4" 10d COMMON NAILS 6" 12" and the handrail.see code for exceptions. Refer to Code for grip size specifications. Label all panels and store in a clean dry area of the house. CONSTRUCTION TYPE Attachments shall be provided in accordance with the taNe as follows: 16"O.C. 32 427 398 529 496 1/2"STRUCTURAL CELLULOSIC 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" �+ , "ll", "III", "IV", OR"V" 16"O.C. 36 469 438 538 547 SHEATHING 1-1/2"GALV. ROOFING NAIL 3" 6" 0 rr above the floor or grade below shall have a railing not less than 36 inches 33 FIBERBOARD r- LU in height. Railings shall have;Top rails and Balusters and Bottom rails that are REFLECTIVE RED 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV. ROOFING NAIL 7" 7" O O NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed PANTONE#187 FIBERBOARD SHEATHING 04 Z by the riser, tread and bottom rail of the guard rail at the open side of a stairway ; 16"O.C. 48 599 559 745 697 are permitted to be of such a size that a 6 inch sphere cannot ass through. CD P P P g ' 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" M Q Open sides of stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not less than 34 inches in height measured ! TABLE 0 to LE 507. 11 1-3/4"GALV J vertically from the nosing of the treads. REFLECTIVE ( ) 36 5/8" GYPSUM SHEATHING , ROOFING NAIL 7" 7 > Q WHITE FIELD DECK LEDGER TO BAND JOIST CONNECTION Q W U 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window -- U) opening is located LESS than 24 inches above the finished floor and GREATER 7/16" min. structural plywood JOIST SPAN EXTERIOR WALL WOOD STRUCTURAL PANELS than 72 inches above the finished grade or other surface below on the exterior p CONNECTION TO RESIST WIND PRESSURES TABLE R602.3 (3) <6' of the building,the window must be provided with a window opening control device DESIGNATION FOR STRUCTURAL --► ..-- Panel, Attached to DETAIL 6'1"TO 8' 81"TO 10' 10'1"TO 12' that compiles with R312.2.2 Window Opening Control Devices. COMPONENTS THAT ARE OF 1/2" Frame in accordance DESIGN CRITERIA WALL 112 DIA. LAG SCREW MIN.WOOD NAIL SPACING „ 30" 23" 18" 15" MINIMUM NAIL MIN WOOD TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 & 1/2 MAX. SHEATHING STUD 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL Fel "F" FLOOR FRAMING INCLUDING of the residential code THICKNESS SPACING EDGES FIELD accordance with R302.11 thru R302.11.2 and Draftstopping shall be GIRDERS AND BEAMS Wind Speed: 140 1/2"DIA.THRU BOLT PANEL SPAN RATING installed per R302.12 thru R302.12.1 of New York State r & 1/2"MAX. SHEATHING 36" 36" 34" 29" „ No of stories: 2 6d COMMON NAIL „ R ROOF FRAMING (2.5"X 0113") 1.50 INCH 24/0 7/16 OR 1/2 16" O.C. 6" 12" Fireblocking materials R302,11.1 shall be as follows: Mean Roof Ht: 30 ft 12'1"TO 14' 14'1"TO 16' 16'1TO 18' 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan xy � p-� p 8d COMMON NAIL 2. 1/2"gypsum board 1.75 INCH 24/16 7/16" OR 1/2" " UNDER SECTION 602 OF THE BCNYS WINDOW UNIT Bid.. Length per Ian 1/2 DIA. LAG SCREW (2.5"X 0131") 16 O.C. 6 12 11 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance 0 � p p �� 13" 11" 10" � Width & 1/2 MAX.SHEATHING with the 10 foot horizontal fireblocking in walls constructed using parallel Bldg idth Per plan rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 - , , , INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 W '� 99 bidg aspect ratio: 3:1 1/2 DIA.THRU BOLT � 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD c & 1/2"MAX. SHEATHING 24" 21" 19" Nailing �chea: Table R602.3(1) GYPSUM BOARD UL 263,for the specific applications Applicant shall provide engineered wood placard APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS THICKNESS ORIENTATION TO MEMBERS p on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED TO WOOD FRAMING TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) FRAMING SPACING NAILS SCREWS H V OF FOUNDATION MATERIALS Residential structures with Truss type construction, PLYWOOD STORM PANEL O Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS WALL EITHER DIRECTION 16'O.C. CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition,alteration 8 [�] .... Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel „ CEILING EITHER DIRECTION 16"O.C, 7" 12" ^ 'C3 M O 5/8 6d COOLER NAILS MM U 'rs Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. WALL EITHER DIRECTION 16"O.C. 7". 12" h+�M Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection Sand,silty sand, clayey sand, silty gravel and clayey gravel TYPE"X" AT 1-718"LONG 6d COATED NAILS OR (SW, SP, SM, SC, GM and GC) 2,000 psf 5/8„ GARAGE CEILING 16"O.C. 6" 61' EQUIVALANT DRYWALL SCREWS. ^/ O en ct Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) BENEATH PERPENDICULAR SCREWS SECTIHALL ON COMPLY WITH N hal HABITABLE ROOMS IRC SECTION R702.3.5.1 (CL, ML, MH and CH) 1,500 psf O C O Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall be part of the recommendations. o WIND Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports GROUND SPECIAL SEISMIC WINTER ICE SHIELD AIR MEAN t 9 pports shall be spaced 6 inches o.c.for SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL JUN - 1 2021 minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. SNOW � WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECT. REGION DEBRIS CATAGORY TEMP REQUIRED HAZARD INDEX TEMP are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH determined by a soils investigation. 20 LBS 140 NO NO NO g SEVERE 3'-0" MODERATE 11 YES NO 1500 or less 52.1 Southold Town TO HEAVY Board of Trustees M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. / / TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED METHOD WSP: EXTERIOR SHEATHING \ / •�— = = + — -+ 1— -•�• PER TABLE R602.3(3)-FASTENERS 6" ON EDGE, 12'FIELD. INTERIOR SHEATHING \ / \ / ,I I•I I•l I' PER TABLE R602.3(1)OR R602.3(2) \ / \ � � ' 'I I I I•I i. VARIES BY FASTENERS METHOD CS-WSP: AS PER TABLE EXTERIOR SH ATHING3 ATTACHED ` / \ WITH 8d COMMON NAILS (0.131 X 2.5"LONG) / AT 6"O.C.ON EDGE AND 12" O.C. \ / . \ / .l I• IN FIELD BRACED WALL PANEL INTERIOR FINISH: 1' SHALL BE MIN. 1/2"GYP.BD FASTENED I I I•I IWITH NAILS OR SCREWS IN ACCORDANCE 1-1 LLI 1: WITH TABLE R702.3.5 OR TABLE 3(1)FOR EXTERIOR WALL J. SHEATHING . X / - - - - - - - .H. - — O / \ / / \ \ Q •I • I•I .n I' VERTICAL JOINTS IN PANELS SHALL OCCUR OVER AND BE FASTENED TO COMMON STUDS. HORIZONTAL PANEL JOINTS IN BRACED Z / \ / . .I I CV LI • WALLS PANELS SHALL OCCUR OVER INTERIOR I: AND BE FASTENED TO 1-112"THICK O SPACING I I I•I I. COMMON BLOCKING Q 2 x 4 or 2 x 6 STUD WALL Z / /' \\\ / / ' \ \ .I Irl I•I 1. 2 X BOTTOM PLATE O v, / \ / •I I•I I•I I• Q �- � EDGE SPACING -6' W _ _ L _ _ _ _'1_ _1' _ _ Q Q FASTENING REQUIREMENTS FOR \ \ \ BRACED WALL PANEL AS PERQ 0 0 3 TABLE R602.3.(3) 0- z '� O 0_ 0) O 1-1/4" gals. x 20 gage �- Simpson coil strap with (5) 8d common Connectort o Rafter nails in each end at each rafter. y EXTERIOR OR _ Were the distance is SIMPSON H2A between 9-1/4 to 15-1/4 at each Rafter. With E o BEARING WALL Typical Metal `- P g @ 5 8d x 1-1/2" nails in Rafter 4 Ft Perimeter ° ° z y provide blocking o t i;,o In Strapping WINDOW HDR braced wall panels O 11 �� PROVIDE@STRUCTURAL RIDGES NOTCH GREATER at Openings �, - (2) 8d x 1-1/2� nails in plate 4 o.c. Zone Panel Field � - 01 mm � � oa� m THAN 50 R% Each Rafter on Each side w �,o _ y o (PERCENT)OF Horizontally attached (5) 8d x 1 1/2 nails in Stud Nail spacing Nailing-See Nailing o 2 f F� T 16 GAGE 0.058 IN. AND 1.5 IN.WIDE plywood sheathing g 0 0 ED g� Q•�� o Schedule Dw 1 of Ridge to have a '� �� z �' s � � ;nto PLATE WIDTH ( ) METAL TIE FASTENED ACROSS AND shall have Solid Blocking d o o•9 o o m o TO THE PLATE AT EACH OF THE @all Plywood Joints Simpson LSU skewable hanger m 20.— o m u Y NOTCH WITH 8 10D NAILS EACH SIDE Slti1PSOt�! H2A Y Solid blocking between at each Rafter. 1"lith 1-1/4" x 20 Gage Metal Coil ]A' w o y ao � 3 a� cyo3 tcc�3o o 0 o n d b It rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails °o a y cy plate with 8d nails @ ( ) TOP PLATES 6" o.c. 2 8d x 1-1/2" nails in plate in each end. catch jack studs °° s z•=2 0 �a��•3°•E PIPE along length of braced wall (5) 8d r. 1-1/7_" r,ai! ir1 Stud '—Look Out Blocks ,° �D o - 5 Comer Holdowns ° `I - a m c _ E L) 0 n panel. and window or door Header. Less than s -.- f0 == E 2 m ° Refer to plans Typical each side and ALL E 2'-y es "i ov c for locations �, Yp or Equal Ga e n a M N 2 Q ° C . N if required .- windows and doors. „ t o �� = t c 0 o 0 to 12 � U ', cc5- t- ccEa.=_ ° a. FIGURE R602.6.1 RIM JOIST BLOCKING BETWEEN RAFTERS cr, BRACED V ALL PANELS TOP PLATE FRAMING TO 602.10.8.2 (1) NTS I RAFTER-TO-STUD CONNECTOR & AI:COMMADATE PIPING Sill Strapping l JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on this page. NTS RAFTER TO RIDGE STRAP R802.3 TYPICAL ELEVATION NTS IN LIEU OF RIDGE STRAPS 7 WALL TO HEADER STRAPPINGPROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z '^ NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD 5 N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED TO THE RAFTERS WITH 4-8D NAILS O 4 EACH END I J g W 2X PT.LEDGER; MUST BE ONE SIZE O Q GREATER THAN DECK JOIST AND TREATED WOOD CONTINUOUS FLASHING NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SI M PSON BSC = TOP PLATES EXTENDED ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH OMPOSITE RAILING PAST JOIST HANGER GALV LAG SCREWS PER TABLE R507.2 AND 1O THREADED NAILS OR I I PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS SYSTEM.VINYL RAILING ALL THRESHOLD CAREFUL L see Schedule on DWG-1 AT 6"OCC. I I TOP AND BOTTOM RAIL POST TO HEADER CONNECTOR OUTER THIRD CUT FLASHED&CAULKED TO tip of lag screw shall fully extend beyond AND COLUMN COVER AND STUD PREVENT WATER INTRUSION COMPOSITE DECKING t I COLUMN CAP.MEET RCNYS OF SPAN ONLY LENGTH the inside face of the band joist. SIMPSON ABU POST d 12" Min BORED HOLE MAX. ATTACHED PER I I FOR CODE DIAMETER�l0 /" MANUF.SPECIFICATION 4"TREATED POST TO CONCRETE BRACKET (PERCENT)OF o GALV.DECK HANGER I I SIDE COVER 2' MINIMUM STUD DEPTH SIMPSON LUS26 @ 2X6X 4 TREATED POSTS ° 5/8"MIN. — 5/8"MIN. 5/8"MIN. SIMPSON LUS28 @ 2X8 LAG BOLTED TO JOIST 2-112"GALVINIZED CARRIAGE BOLTS 1l4 JOIST TO EDGE TO EDGE TO EDGE SIMPSON LUS28 @ 2X10 _ AS PER MANUFACTURES OR SIMPSON SD STRUCTURAL DEPTH,MAX. CLEAR CONNECTOR SCREW 1/6 JOIST i. SPECIFICATIONS. MIN. NOTCH MUST NOT 2X LEDGER WITH FASTENERS IN ACCORDANCE L GRADE DEPTH,MAX. S LU EXCEED z5"/" ° � -_— -.-- � O � 1/2"DIA.GALV BOLTS W. ADHESIVE ANCHORS:HIGH-STRENGTH 113 JOIST •' H (PERCENT)% N� I WITH TABLE R507.2 2 x JOISTS I DEPTH,MAX. O O STUD DEPTH LOCK WASHERS. USE WITH THREADED ROD ADHESIVE FOR �� SIMPSON DTT1Z W/(6)SD#9 x 1-1/2"SCREWS O ' 2x RIM JOIST ATTACHED WITH Z_ MECHANICAL ANCHORS;SIMPSON USG' 1-114 Metal N Z ALLOWABLE LOAD PER TIE:840 LBS WEDGE-ALL WEDGE ANCHOR to Coil Strap20 Gage O M (3)10D THREADED NAILS OR 2M o a IF HOLE IS BETWEEN NOT LESS THAN 4 LOCATIONS SPACED EQUALLY Solid sawnjoist and rafter 12" Min� 40%(PERCENT)AND AND TWO WITHIN 24"OF EACH END OF DECK 3 #10 X 3"WOOD SCREWSO I (5) 8d common nails = w BORED HOLES,HALL 60%(PERCENT)OF 'I M 3. 14"DIA.CAST-IN-PLACE to W NOT BE LOCATED IN V STUD DEPTH THEN R507.6.2 SIMPSON �, in EACH END at Q W Q THE SAME CROSS STUD MUST BE DOUBLE OR CONCRETE FOOTING,DOWN n otch i n and b ori n limits.. SECTION OF THE CUT NO MORE THAN TWO BLOCKING EACH JOIST FOOTINGS MUST TO VIRGIN SOIL - ' EACH Stud. OR NOTCH IN STUD SUCCESSIVE STUDSBEAR ON (MIN 36"BELOW GRADE) NTg ARE DOUBLED SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM SIMPSON BC UNDISTURBED 8d @ 6" oc Along AND SO BORED ALLOWABLE LOAD PER TIE: 1,825 LBS o PER R507.3 FOR DECK FOOTINGS BETWEEN EACH POST GIRDER SOIL MIN THREAD NOT LESS THAN 2 LOCATIONS WITHIN 24" PENTRATION OF EACH END OF DECK: JOIST CONNECTOR Frace all Panel FIGURER602.6(1) FIGURE R602,10.8(1) NOTCHING AND 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING BORED HOLE LIMITATIONS FOR EXTERIOR TO CENTER OF TOP PLATE,STUD CONNECTION (a. PORCHES &_DECKS NTS WALL TO WALL STRAP WALLS AND BEARING WALLS � R507 EXTERIOR DECKS OR HEADER 10 11 LEDGER BOARD ATTACHMENT TO BAND JOIST SIMPSONABU INSTALLED IN ACCORDANCE r 12 DECK / GIRDER & RAILING DETAIL WITH 13 WTHHSIMPSON SPECIFICATIONS AND DRAWINGS. 14 15 v WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS W STAGGERED ,f FASTENERS TOP PLATES SEE TABLE 507.2 iv N 2 ROWSC� a 5.5"MIN FOR 2X8' U Z6.5"MIN FOR 2X10 .0 BORED HOLE MAX. STUD 5"MAX it "-� O O O @ 7.5"MIN FOR 2X12 ►� Q C) If) � DIAMETER 60 /. O O (PERCENT)OF STUD DEPTH o M /8"MIN. F� UO 2"MIN �r TO EDGE LAG SCREW OR THRU-BOLT314"MIN 'h+-i N •� LEDGER BOARD ® 7:) , v NOTCH MUST NOT EXCEED 40% � (PERCENT)OF 0 O � 2 STUD DEPTH M r BORED HOLES SHALL — NOT BE LOCATED IN PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS THE:SAME CROSS SECTION OF THE CUT PER FIGURE R507.9.1.3 (1) i OR NOTCH IN STUD 'DISTANCE CAN BE REDUCED TO 4.5" UN 1 2021 IF LAG SCREWS ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS(1/2'STACKED So q Of T Ustp Bid of"�'•c't�'es---._._._-, FIGURE R602.6(2) WASHERS NOT PERMITTED) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR1 1 8 19 20 16 NON-BEARING WALLS Y, i1 Fireplace enclosure Thin profile structural R-50 Cover Box pushes insulated to top heathing up and out of the Rigid .insulation 2X ceiling joists of second floor Sheet Metal Firestop way for access r' glued together see plan w/ ceiling line CONTINUOUS BEAD Insulation dams and lay on plyW od Batt Insul Seal joint with OF SEALANT ,; attic hatch - al support Non-combustible sealant prevent loose-fill h equal to the Ceiling Double Frame Attic blocking / insulation from _ Sealant or � SUBFLOOR GLUED,CAULKED Air Se I insulatio requirem n access opening OR GASKETED TO RIM Gasket falling through adhesive /4 structural sheathing JOIST/RIM CLOSURE as enclosure liner sealed SEALANT access at perimeter and seams. SILL PLATE INSTALLED Weatherstripping Seal stairs Pre-Fab Fireplace OVER GASKER SILL Panel Casingi� \ 1/2" Gyp. Wall Refer to manufacturers SEALANT `Pull-down frame gap 1x2 Stop Board with caulk 1/2" plywood specs for installation manual staircase or foam attic hatch Typical foundation & framing (see plan for size) See architectural plans PULL-DOWN STAIRCASE INSULATION AND WEATHERSTRIPPING AIR BARRIER AT FOUNDATION DETAIL t illik AIR SEAL DETAIL PREFAP FIREPLACE r . ATTIC HATCH DETAIL @ TO BAND JOISTS This detail is torweatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, -„. -•'. O Refer to Manufacturer for installation manual. R-50 Insulation r.-sn rrr,r Srarr c:nbe r (7— Sectinn fd1109(R503)Alterations r� =� '� �; '� Eave baffle installed N1100.1 8503.1 General ; •,. t ) adjacent to soffit and eave GENERAL CODE NOTES Alterations to any building or structure shall comply with the requirements of the code for ' -...,�;,,,-: ;'; '..=°+r_ 'if :fit-;ixx:.}''?A":yk4'+o-.,,°..i.'. w ,•:1-� a N, ssi%� .t;; • new construction.Alterations shall be such that the existingbuilding or structure is not less vents. Baffle shall extend over ' 9 IF Q Table R402.4.1.1--Air barrier and insulation installation. conforming with the provisions of this chapter than the existing building or structure was the top of the attic insulationr» ' 1'�.;. All design &construction in compliance and built accordingly to the prior to the alteration. / 2020 Energy Conservation Construction Code of New York State. as per Chapter 11 TYP. ROOF CONST. energy efficiency program to Alterations R402.2.3 TABLE R402.4.1.1 The authority having jurisdiction shall be permitted to determine an en gy y p g Alterations to an existing building,building system or portion thereof shall conform to ( ) ,� �� t• �� � : , � � exceed the energy efficient required b this code. revisions of this chi '.er as the relate to new construction without requiring the AIR BARRIER AND INSULATION INSTALLATION 9Y Y q Y p P Y q g 2 x CJ W/ INSULATION � ' T�� �� �a . �, ��° .�'�•;: ' � unaltered portions of the existing building or building system to comply with this chapter. " :; r ` " W Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa All HVAC, Plumbing& Electricals stems shall meet the chapter 11 Ener efficiency, T Fascia/ AS PER DRAWINGS k „ tu• , h t Q_ z Y P Energy Y YP ,. . General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. NYS mechanical code,2020 energy conservation consevation code of NYS. [NY) N1109.1A (R503.1.1)Building envelope Soffit see OR HERS RATER ( = i r " .'ti ;. . .L• .,,, Building envelope assemblies that are part of the alteration shall comply with requirements in the building envelope. Section N1108 8502 Additions Const. DWgS 3 Ya r Q Q ( ) Section N1102.12 or hJ1102.1.4, Sections N1102.2.1 through N1102.2.13, g ` . ,p,� P n N1102.3.1, N1102.3.2,N1102.4.3and N1102.4.5. SEALANT i :` • t " �ry tw � ' L1J .I Exterior thermal envelope contains a 0 General t' alterations shall not be required to comply with the requirements 'n N1108.1 (R5 2.1)G Exception:The fallowing alta atron s a q p Y q v! O continuous air barrier. qtI Additions to an existingbuilding, building system or portion thereof shall conform to the for new construction provided that the energy use of the building is not increased: g' g Y p P gY g T . Exterior wall barrier shall be provisions of this chapter as they relate to new construction without requiring the Yp Breaks or joints in the air ba er s a P s. unaltered portion of the existingbuilding or building system to comply with this chapter. l '� ''� `'� +{�� �— sealed. 9 9 Y P Y P S,orrn windows insislled over existing fenestration. Existing ceiling, wall or floor cavities See Const. DWgS .,{ 1,„ .s., :, An addition shall be deemed to comply with this chapter where the addition alone complies, Exposed during construction provided that these cavities are filled with insulation. :,l :.; •,i,- ., .,, .t b.. ; ;. LO Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The where the existing building and addition comply with this chapter as a single building, Constructor: where the existing roof,wall or floor cavity is not exposed. installation density of the insulation shall be at the manufacturers'product or where the building with the addition does not use more energy than t� O existing building.Additions shall be in accordance with Section N1108.1.1 or N1108.1.2. Roof recove . '~'' recommendation and said density shall be maintained for all volume of the e g g ty f.. r..},W'`� r� .,� ,Y.5�. i�'� �i f�'�i l� � � \/ r exposed each cavity. Batt type insulation will show no voids or gaps and Roofs v,rti-rout insulation in the cavity and where the sheathing or insulation is exp .�� P P P gSurface-applied N1108.1.1 (8502.1.1) Prescriptive compliance Burin; reroofing shall be insulated either above or below the sheathing. °� � {h t'� ,, �'� �. �� -� • maintain an even density for the entire cavity. Batt insulation shall be s Illj ,,,t��h ut.•._,w,,S-:j='' './,�^ :! n Y: ' "s",'+,�-.j�,: r' �J 1108.1.1.1 through N1108.1.1.4. P single-pane fenestration assemblies to reduce solar heat gain installed in the recommended cavity depth. Where an obstruction in Additions shall comply with Sections N g window film t the installed on existing single p RAFTER SEALING AT ATTIC EAVE the cavity due to services,blocking,bracing or other obstruction provided that the code does not require the glazing or fenestration assembly to be replaced. [NY] N1108.1.1.1 (R502.1.1.1)Building envelope Alterations which replace less than fifty percent of the luminaires within a space, provided »- c y exists,the batt product will be cut to fit the remaining depth of the New buildingenvelope assemblies that are art of the addition shall comply EXTERIOR WALL AIR BARRIER SEALING EXAMPLE E p p P Y that such alterations do not increase the installed interior lighting power. o o in cavity.Where the batt is cut around obstructions,loose fill insulation with Sections N1102.1, N1102.2, N1102.3.1 through N1102.3.5. shall be laced to fill an surface or concealed voids,and at the ., �_w-� E L �, y p y N1109.1.2 (8503.1.2) Heating and cooling systems manufacturers'specified density. Where faced batt is used,the Exception: Where unconditioned space is changed to conditioned space,the building New heating, cooling and duct systems that are part of the alteration ° o c ° T LOW DENSITY SPRAY FOAM z a ° U installation tabs must be stapled to the face of the stud. There shall be envelope of the addition shall comply where the Total UA, as determined in shall comply with Secton N1103. r i" i w S 0 ZM b s r `o V' co �c-, C: -- �' mo0 p Section N1102.1.5, of the existing building and the addition, and any alterations that INSULATION R VALUE IN t- -` a ' 2 N no compression to the batt at the edges of the cavity due to inset stapling installation tabs. are part of the project, is less than or equal to the Total UA generated for the existing building. Exception: Where ducts from an existing heating and cooling system ACCORDANCE WITH '_c i ` a ° °°' = a Y °Y are extended, duct sys ems with less than 40 linear feet in unconditioned spaces shall not Rigid Foam or i ' 2 � ' c a 0 r ° mN co �a — a oc3 t P C 0:c in.g 3 t �._ _ N1108.1.1.2 8502.1.1.2 Heaton and cooling systems Wood Blocking HERS REPORT -.r.�. `( ,�'� I w o L_(D Jr3 Insulation that upon installation readily conforms to available space ( ) 9 g Y be required to be tested in accordance with Section N1103.3.3. g " i ' ' ! o $ o a° co J_ shall be installed filling the entire cavity and within the manufacturers' New heating,cooling and duct systems that are part of the as backdam C, i; d "a _ ;:? 2 � g' addition shall comply with Section N1103. N1109.1.3(8503.1.3)Service hot water systems TYP. ROOF CONST. ,, - ° -� 2._ density recommendation. `` t' r - � N w•3 E New service hot water systems that are part of the alteration 0 r � _ _ � ° `oCc: 2 - Exception: Where ducts from an existing heating and cooling system are extended to an addition, shall comply with Section N1103.5. Roof underlayment 2 X CJ W/ INSULATION !i; _. o E 0 ~L m c o ed The insulation in an dropped cellon soffit shall be aligned with the _ ° E 2 Ceiling/attic The:air barrier in any dropp y pp duct systems with less than 40 linear feet in unconditioned spaces shall not be required sealed to drip edg rn E o AS PER DRAWINGS z'� L r ceiling/soffit shall be aligned with the air barrier. �.., ° ¢ a� _ o to be tested in accordance with Section N1103.3.3 N1 109.1.4 (8503.1.4)Lighting New lighting systems that are part of the - -... t o Q,E'� L 0 8 insulation and any gaps in the air barrier alteration shall tom E with Section N1104.1. OR HERS RATER �,, -"";! ` ° y ° E a•s ° o PY �• . , : walled. N1108.1.1.3 (8502.1.1.3)Service hot water systems -r+. ^' I New service hot waters stems that are part of the addition shall comply with Section N1103.5. Exception:Altr rations that replace less than 50 percent of the Typ Fascia/ Access openings,dro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at Y p p p Soffit see required attic ventilation. luminaires in a space,provided that SEALANT wall doors to unconditioned attic spaces exterior wall lines to allow forequ ed N1108.1.1.4 8502.1.1.4 Lighting ( ) such alterations do not increase the installed interior lighting power. Const. Dwgs r t shall be sealed. New lighting systems that are art of the addition shall comply with Section N1104.1. non-vented ?=" r ,; r n 9 9 Y P P Y vrans rse lo+r t'd `-/ ct®ot ins t to t s and alt tirots on: :"f-, ��,-., ? 141109.2 8503.2 Change ace conditioning _< z Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated ( ) g p g plate shall be sealed.The unction of the by completely filling the cavity with a material having a thermal Any noncnnditioned or low energy space that is altered to become conditioned _ P J space shall be required to be brought into full compliance with this chapter. top plate and top of exterior walls shall be resistance of R-3 per inch minimum. q g p Typ. Exterior wall 4' I J _J for framed walls shall be See Const. Dwgs ` I } ,_ ",.., sealed. Knee walls shall be sealed. Exterior thermal envelope insulation0 installed in substantial contact and continuous alignment with the air Q barrier. Windows, skylights The:space between window/door jambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE CO W and doors and.framing and skylights and framing WITH SPRAY FOAM INSULATION W 0 DUCT SEALING REQUIREMENTS shall be sealed. Rim joists Rini joists shall include the air barrier. Rim joists shall be insulated. Floors(including The;air bamer shall be installed at any Floor framing cavity insulation shall be installed to maintairt above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor TABLE M1505.4.3(2) cantilevered floors) framing cavity insulation shall be permitted to be in contact with the _INTERMITTENT WFICLE-HOUSE MECHANICAL ' ` ' RATE FACTCli b topside of sheathing or continuous insulation installed on the F- underside of floor framing and extend from the bottom to the top of all LOCAL EXHAUST RATES TABLE M1505.4. RUN TIS tl PERCENTAGE its EACH 4-HOUR APPROVED WINDOW perimeter floor framing members. SEGMENT 25% 33% 50% 66% 75% 100% OPENING LIMITING DEVICE ` Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be AREA TO BE EXHAUSTED EXHAUST RATES shall be covered with a Class I,black permanently attached to the crawlspace walls. fa:Tora 4 3 2 1.5 1.3 1.0 _ I� W vapor retarder with overlapping joints KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS N III- KITCHEN O taped. a. For system cur thre values between those given,the factors are permitted to be cv Z Shafts,penetrations Duct shafts,utility penetrations,and flue co BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM determined by interpolabo,7. WINDOW M p Q shafts opening to exterior or U U) 6i unconditioned space shall be sealed. INTERMITTENT OR 20 CFM CONTINUOUS b. Extrapolation beyond t^e table ,s prohibited. 24" APPROVED WINDOW --I p p (36"IN IBC UNITS) 4"SPHERE CANNOT Q PASS THROUGH FALL PREVENTION Q W DEVICE CONFORM TO U) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 H FINISHED FL E FINISHED FLOOR the correct density without any voids or gaps or R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by FINISHED GRADE insulation that on installation readily conforms to the TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED } ` n Air scaling shall be provided between the garage and TAS LE M'1 50 r,�?.3 � FLOOR AND GREATER THAN 72"ABOVE THE FINISHED r� { GRADE OR OTHER SURFACES BELOW ON THE V Garage separation g p &1 g EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE conditioned spaces. CONTINUOUS AIRFLOW RATE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal envelope shall be sealed to the drywall. envelope shall be airtight and IC rated. R E�U I ISE N!E I�T� ��` 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW ,A x A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. Plumbing and Batt insulation shall be cut neatly to fit around wiring and N iIJ I'A S ER OF B EDROO NIS WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls.There shall be no voids or _ 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090.THE OPENING DEVICE AFTER OPERATION gaps or compression where cut to fit.Insulation that on installation readily conforms to available space shall FLOOR AREA 0 - 1 2 --- 3 4 - 5 6- 7 > ] PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO � E-■I � � 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE extend behind piping and wiring. OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310,2,1 (square feet) F„� w Shower/tub on The air barrier installed at exterior walls adjacent to Exicrior walls adjacent to showers and tubs shall be Ai rf{0b°of i it CFM � I O exterior wall showers and tubs shall separate them from the showers and insulated. U � tubs. N1101.14 (R401.3) Certificate (Mandatory) ��•.,� r" CZ Electrical/ hone The air barrier shall be installed behind electrical or 1 ,500 30 45 60 7S 90 s~ ,> rn � Electrical/phone A permanent certificate shall be completed by the builder or other approved party and posted on a wall wrl o 0 box on exterior wall communication boxes or air sealed boxes shall be installed. V 7� in the space where the furnace is located, a utilityroom or an approved location inside the building. o '� 1 ,501 — 3,000 45 60 75 90 105 p pp g' HVAC register HVAC register boots that penetrate building the Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit boots envelope shall be sealed to the subfloor or dn'wall' directory label, service disconnect label or other required labels. The certificate shall indicate the o t Concealed When required to be sealed,concealed fire sprinklers shall 3,001 — 4,500 60 75 90 105 120 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components �\ sprinklers only be sealed in a manner that is recommended by the such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; O manufacturer. Caulking or other adhesive sealants shall not U-factors of fenestration and the solar heat ain coefficient SHGC of fenestration and the results �� be used to fill voids between fire sprinkler cover plates and 4,501 --- 6,000 7 5 90 105 120 135 g { ) walls or ceilings• from any required duct system and building envelope air leakage testing performed on the building. * 6,001 — 7,500 90 105 120 135 iso Where there is more than one value for each component, the certificate shall indicate the value , IC = insulation contact. covering the largest area. The certificate shall indicate the types and efficiencies of heating, I a In addition, inspection of log walls shall be 1n accordance with the provisions of ICC-400. cooling and service water heating equipment. Where a gas-fired unvented room heater, UN 1 2021 3 > 7,500 105 120 135 150 165 electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," Outhold`Town For SI: 1 square foot = 0.0929 m�, 1 cubic foot her nlirtute = C:000471�? r�jls. as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, -- '? ?"C of Tr electric furnaces and electric baseboard heaters. fy I i M W 1 O 00 N A 1 r a O N f1 O pU E Z O Cl) r— o W < - >" 2 � Mz LU Z w Q 8'-4" 32'-6" 6'-6" W —j W FRAMER TO VERIFY CENTERLINE & U) O O HEIGHT OF WINDOW OVER KITCHEN SINK WITH KITCHEN LAYOUT PLAN A a z PROVIDED BY BUILDER. FRAME NEW ROOF OVERHANG 6 O W WITH 2X10 RR @ 16"OC A EXISTING WINDOW TO BE EXISTING WINDOW TO BE 0 z TYP ROOF CONST.SPECS REMOVED AND PATCH REMOVED AND PATCH ON SEE SECTION 6 AND MATCH EXTERIOR AND MATCH EXTERIOR DRAWING,PAGE#6 NEW ANDERSON NEW ANDERSON NEIN WC!O�i DECK AND 14"DECK FOOTING EXISTING 400 SERIES CASEMENT 400 SERIES CASEMENT ROOF OVERHANGING SEE DETAIL ON DWG-2 g'_4"± EXTERIOR (23 '--"x 35 ")w/GRILS ON TOP 1'-6"X 3'-6"wi GRILLS ON TOP I; FOOTING SIZE PER TABLE "DECK FOOTING y NEW WOD DECK AND- SEE DEiA, — — — — — R507.3.1 FOR DECKS SEE DETAIL E DWGA w c T Q 2X4 FRAME WALL (SHORT FRACTIONAL) FOOTING SIZE PER TABLE ROOF OVERHANGING UP ', - - --- - - m 0) r m W o a r R507.3.1 FOR DECKS �,•� o.E ` -4„± - 2-2x8 P.T.GIRDER -S ” E r w o 0 0 4X4 POST E EQ 6,'6, _ i'- i •1--------------------------------------------------------------------------------------------------- %, 0 0Im E EQ U I `OoccZn `oc0im � � m x o - - - TW2052 DHP4052 TW2052 0 I i Y . _ I ----• 51_611 - c4 N vlCD:3 o oNEW WOOD DECK I U - •--------------------------------------------------------------------------------------- J tO NEW S ANDERSON REMOVE p ; fD , U � C C � 7" o I 11_�ll o' o a 0 y y 0 coi Y I X I 1 1 ' aci 2 EX1OTING I � EXISTING m to I I ' ' a v 'e �— 0 STRAIGHT LINE (181)w/1' X8 2 2x8 EXTERIOR , , , MASONRY N , — — _ w rn o io (2)1-3/4"x11-7/8"LVL O O O o SIDE LIGHTS (183)AND I I 2X4 FRF.ME WALLS I STOOP I 1 -1 11 o u o 0 oL,� y� ' F•- 14'-6" O ,l O U = N +L.. � � FRONT DOOR REVEAL I ------ ----------- -- ' I ISN I D'N= ` w TRIM ' , in I Iw(� Y mt c c m L m�°'3 o f cn 0 I — N 1'-0" T-0" 1'-0" r I 0 I I 36"STOVE W/ ( _ - _ .,�G0 0 , 1 Z o +I i ;O O S CC : W O Y c c--6 .U0 0 E o E m N�_�I '1 'I � o U)� O 48"HOOD z r- i •-------------------- in O I I-jZ Cu I p W �.N E _ _ O N .1 EXISTING - J 0 1 I O ( X W U m x' Z v m = m o LIVING ROOM U z `o I I z EXISTING 5 i• 2X8 DECK LEDGER w o o L)� _ g E N __ t �' ) ` _ ~ ~— KITCHEN I SEE DET. ON DWG 2 I I r — — o a ¢ rn m o LL ww W m a� c aE m my m u i?iw 2-2x10 w W 36" "I En NEW CABS$APPLIANCES w Z ' o ❑ t o o s c m I I x 1 I : . '' I 00W PL- da, ma" F- mEn- on N 00 EW ANDERSON I— z m ¢o x ( I N 1 I X W LL REF. II I I > w LIGHTING, ELEC. m NDERSEN U , �,`�,....... N 1'SIGHTLIGHT(101) t7 0 < OUTSWING o I ,x w � A Z w U' r I FRENCH d I I i X6 ECK cv z Do N I N 3 DOOR o EXISTING HOUSE ; i i i 1 1 OU Q O X¢w e1 I I H N 00 0 O =_ S DW N O I I JOISTS 16"oc J W ul V) ao EXI!STNG ! 3'-0,1 _O,1 4'_311 �, 1 - f = _ -------- P _ _ __ I ----- I ------ 22X8 I EXISTING HOUSE I EX' I I ----------- ------- ----------------- T- EXISTING I �,� C7 MASONRY zLL z �' -';_ ; -T--j E=-T= - =F= �� .� N In ^ ' C e Z FRI I --------- ------ ---- --' I I — � - - - - - - _ _ 0 ~ EXISTING - - - - - - -- - -- -- I I — — I I g c*� in X RIDGE I 3•zxs (2)1-3/4"x11-7i8"LVL 3-2x4 ; ; ; � L � ' W I I POST TO NEW POST�NEW EXISTING MUD RM I I RIDGEBM NEW STRUCTURAL RIDGE RIDGE BM I 1 I W N UO U I I t 0 N Q W I I 13'9'/z't 2,-5"+ ° 15'-3'/Z"± ,^ Q I I 1 — FI I I I Z n 0 CA UP I `----------------------' I Z of 1 1 ''p5 w J c? Z o U' 3'_0" ; i c1_n 0 C) i P EW ANDERSON � EXISTINGwoz 2-2x10 1'SIGHTLIGHT(101) ¢ ¢ DINING ROOM U) ;----------------"- -'; EXISTING w a +I C7 � o w_w I I z�c� o zw0 `" zwm _ CRAWL SPACE N !—Z N h- x ¢ NEW T ANDERSON D L J En J J N "' �_ STRAIGHT LINE(181)w/ 1 w>v w>v 0I 1 ^ I I r I I SIDE LIGHTS (183)AND v I I I I 1 I FRONT DOOR REVEAL 31'-6"± I I � •---------------------------------------------------- --------------------------------------' I \p I I TRIM E KISTEXIST CO --- -- ------------- (2)1-3/4"x11-7/8"LVL x_(2)1-3/4"x11-7/8"LVL_ i i ------- - ------------------------------ ----------------------------------------- 1 I I UjN I 1 1 , O N z NEW ANDERSON NEW ANDERSON I I I CO. EXISTING q I UJI 4 PANEL PATIO DOOR 4 PANEL PATIO DOOR WOOD (142?X80") EXTERIOR (142 'a X80") UP 1 i X > Q EXISTING J 2X4 FRAME WALLS DECK ( < W 0 EXISTING I I I WOOD -------- ---------- DECK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 1 I I r -� I ��h — -- — 8'-4" 32'-6" V F� w a � KEY FOUNDATION WALL KEY .¢ Uo EXISTING WALLS FOUNDATION PLAN SCALE: 1/4" = 1'-0" EXISTING FDN WALLS Z 0� 1 ST FLOOR PLAN C _ _ _ -- WALLS TO BE REMOVED 7 °' - NEW FDN WALLS ~ �, �+ ,> M V SCALE: 1/4" = 1'-0" -o 1 ) FDN WALLS TO BE REMOVED U r� AREA SCHEDULE SMOKE AND CARBON MONOXIDE ALARMS FOR Ct en NAME AREA REPAIRS,ALTERATIONS AND ADDITIONS: cC O M GENERAL EXISTING CONDITIONS NOTE: tf) T rte. In accordance with Appendix J FIRST FLOOR AREA 833.5 sq ft. When repair work,alterations,interior alterations ALL EXISTING DIMENSIONS AND CONSTRUCTION O and additions requiring a permit occur, WERE TAKEN FROM;SURVEY,ORIGINAL PLANS, U the dwelling shall be provided with smoke alarms AND FIELD MEASUREMENTS. and Carbon Monoxide Alarms located as required ALL MEASUREMENTS SHALL BE VERIFIED BY Ir.,� for NEW DWELLINGS and shall be interconnected CONTRACTOR PRIOR TO RENOVATION,ORDERING V and hard wired. MATERIALS AND START OF CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. ARCHITECT DID NOT MEASURE INACCESSIBLE AND Fl ! CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN 2021 INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY ARCHITECT OF CONDITIONS. OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. South0 d T®Vlrn u EXISTING MASONRY/BRICK EXISTING ROOF wl NEW � CHIMNEY TO REMAIN SHINGLES THROUGHOUT I TIMBERLINE HD i z 0 r � cf) NN � NEW ROOF EXTENSION W M z F— W W 0 J Cr) EXISTING DWELLING 0 O s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 L 0) O NEW SQUARE WOOD (n COLUMN SUPPORTS FOR EXISTING DWELLING j OVERHANG lid s I N = 00 fEII•N DO O C N EXISTING o, m O1 0 a m DECK L�.� S2 �0cmy�7v0o fV`6 C_ U p U (C6 T Ch �- C= m O U m U, O f0 y � C ILL - - - - - - - - - � �a = - - - - - - - - - - - - - - - - 2� OV O� mV `ONOnN R�o"� _Q A y LL0" NEWANDERSON =NEW WOOD DECK AND STRAIGHTLINE (181) aC � ° »N Is ANDERSON NEW ANDERSON DH/PICTURE WINDOW a� ` C_ -10 .g100 SERIES CASEMENT NEV3AND=RS01' STEPS TO GRADE ° YOE STRAIGHT LINE (181)w/ 1' I I I I c SIDE LIGHTS (183)ArlD I I I I NEW RAISED DECK SEE PLAN ° `�= a� v n r �� � `� E g W� �, FRONT COOK REVcF,I_ I I I I AND DETAILS ON DWG-2 ``a y :_ ¢h C d = m o TRIM LcnE�a ` $wE I I I I Bottom of deck F- 0 y�ca a' H M E n `o a L J L J pier Footing REAR ELEVATION 36"below Grade Minimum SCALE: 1 /4" = V-0" RIGHT ELEVATION SCALE: 1 /4" = V-0" EXISTING MASONRY/BRICK CHIMNEY TO REMAIN SHINGLES ROOF w/NEW SHINGLES THROUGHOUT TIMBERLINE HD _ W 04 ~ N Z CV) W W U' - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - -- - - - - - --- - - Q W U co - -- - - - - - - �,.�.., -- - TOP OF WALL - - - - EXISTING DWELLING NEW AN RSON NEW AN SON 4 PANEL TIO DOO 4 PANEL TIO DOOR ~ 142 J"X80 142 a"X80 I o EXISTING M I DECK ~ - — w o iU-+ U NEW WOOD SHINGLES I U 'v bA O NEW 3'ANDERSON PATCH AND REPAIRI I STRAIGHT LINE (181)W/ PLYWOOD FACADE AS I SIDE LIGHTS (183)AND NEEDED I I ct REVEALTRIM L J L J l C� � W/ [�� FRONT ELEVATION �a Jury — 202 1 SCALE: 1 /411 = 1 '-0" SOUtt2OlC.1 10!Nn Of �sae�.aa-���arr�snz+eu�ae:sc� j r•: F^ O Z • Ory t •..■. EXISTING ROOF CONSTRUCTION W Q >- NEW Class AAsphalt Roof Shingles w/ Z fasteners per manufacturers specification and the NYS CODE. Q EXISTING RIDGE BOARD NEW Underlayment as per section R905.1.1 & W ry J installed per Table R905.1.1(1) U3 O O_ NEW(2) 1-3/4"x11-7/8"LVL RIDGE BEAM EXISTING COLLAR TIES NEW Ice & Water barrier as per section R905.1.2 INSTALLED BETWEEN KITCHEN AND DINING ROOM EXISTING 1/2" plywood Sheathing, a-0 LO z f— EXISTING SOFFIT CONSTRUCTION. (7) 0 0 U3 '2x4 CT @ 16"oc EXISTING 2x8 RAFTERS @i6"oc TO REMIAN r' r FULL THICK BATT INSULATION a- r vJ 1/2"GYP BD N EXISTIG 2x8 RAFTERS @16"oc n 6` ..6NEW TYPICAL EXTERIOR WALL FULL THIC4 BAT T INSULATION 2 x 4 Wood Studs @ 16" oc. 1/2'GYP B] n EW DECORATIVE E•° 5'-10" TRIM WRAP Double top Plate and Single Sole Plate. o = N EXIST. F.P. 4XISTING INTERIOR AROUND 1/2" exterior Grade - Span Rated ° o OMITTED FOR y '"Lo E b N °°0 OPENING OPENING Continuous Structural plywood Sheathing. �,° T CLARITY Fastened per Fastener schedule. a ° tyvec House Wrap or equal. Z.Ka °•� Wood Siding TO MATCH EXISTING 2 °-- 8-0 EWANDERSON mm2co m - � oc3 installed per manuf specs and NYS code. °'F �, s 3 s 3 ° 1'SIGHTLIGHT Cont. load path strapping installed in accordance o o w° 6 y N 2 OPEN = m a . DOORWAY ; with drawings. Provide Fire Blocking in accordance __'� r o o z m ,o �' �' with R302.11 & R302.11.1 and L a ° ` 3 O Q V L O O bo ;0Z Z =O•� O C N N+O C Z Draftstopping per R302.12 & R302.12.1 y Xa ; � 4M Qrn CD M N O ° - W EXISTING EXT.2X4 EXISTING EXTERIOR WALL CONST. I= Q tA co ff M E a.=_o j FRAME WALLS 2x4 wood studs @ 16" oc — — ----- R-13 batt insulation min. exterior wood sheathing vapor barrier and siding b, EXISTING EXISTING ILOOR SYSTEM b; TYPICAL FOUNDATION CONSTRUCTION CRAWL SPACE TOMAINx W EXISTING 8"X16" CONCRETE BLOCK WALL ,DIRT FLOOR WITH PLASTIC BARRIER °' ON 8" X 16" FOOTING V.I.F. EXIST. BOTTOM OF " VENTS: FOOTING NEW INTERIOR WALL FINISH 36"BELOW 4" VENT THRU P3103.1 ROOF EXTENSION GRADE MINIMUM were required, Provide 1/2" Gypsum Wall OPEN VENT PIPES SHALL Board on ceilings and walls ROOF EXTEND MINIMUM 6"ABOVE THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: INSULATION SCHEDULE SECTION - A WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F Shall comply with '418 IECC OR LESS,VENT EXTENSION THROUGH SCALE: 1 /4" - V-011A ROOF OR WALL SHALL NOT BE LESS I THAN 3"IN DIAMETER. ANY INCREASE Location R-value IN SIZE NOT LESOF THE VENT SHALL BE S THE 1 FOOT INSIDE THE DE Vaulted Cig existing Uj THERMAL ENVELOPE OF THE BUILDING. FIOOr(Unheated space) existing N 1— Exterior 2x4 walls R-13 civ z All NEW Glazing U = .30 SCGH: .30 0 I „ new Door-more than 50% glazing U = .30 SCGH: .30 M o 2" I 3 U' U) til --• -• ••i J Other Specifications: ' I • Windows: Us 0.30 SHGCs 0.30 W 0 ' I 100% high Efficiency lighting (CFL's or LED's) 311I All Energy Star appliances DW Sink I 8403.6 Me-chanic al Ventilation shall be provided that Z meets the requirements of section M1507 I 1-1/2'I 8403.7 H.-.tin ar d cooling equipment shall be FIRST FLOOR I sized in accordance with ACCA manual J by a certified third party rater. I I I C� t" \ 3,1 3.1 4" FAI U W .~r CO 0 (� U Z 4" CONNECT TO EXISTING 1:4 M o SUFFOLK COUNTY DEPT. U00 OF HEALTH APPROVED SANITARY SYSTEM. ® o `z M 9 � � � •oIx PLUMBING RISER DIAGRAM 1771 O Not to Scale (G9 / ,1 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 LLL JUS! " 1 2021 tia�.ltl��)Id-Ibwn