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HomeMy WebLinkAbout1000-70.-4-13 OFFICE LOCATION: *Of SU!/jy010 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cn G Q Telephone: 631765-1938 Southold, NY 11971 ® �� P COUNTY, LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 13, 2019 Re: LWRP Coastal Consistency Review for DANIEL F. & KATHLEEN M. KELLY SCTM# 1000-70-4-13 DANIEL F. & KATHLEEN M. KELLY request a Wetland Permit to demolish existing 68'x70' two- story dwelling along with footings and foundation; using fill that is excavated for the new foundation, fill a 21'x27' area to the seaward side of existing foundation and return to existing grade; abandon existing sanitary system and install new landward of dwelling, as approved by SCDHS requirements; construct a new 68'x41' single-family, two-story dwelling with attached garage further landward than existing and will be no closer than 1 01' from bulkhead; construct anew 16'x28' masonry patio/deck on seaward side of new dwelling; install gutters to leaders to drywells to contain roof runoff; install new underground utilities, water, natural gas and electric; excavate for a 16'x34' concrete pool with a 3' wide paving stone patio on all four sides of the pool for a total pool area of 22'x40'; install pool equipment area and pool backwash drywell off the north west corner of pool; install 4' high pool enclosure fencing with gates,to be installed along side yard property lines, and across the property approximately 20' landward of bulkhead; replace windows, roofing and siding on existing 14'8"x35'4" boat house; return property to existing grade when construction began; install a line of hay bales and/or silt fencing prior to and during construction; and to reutilize existing entry and driveway and to install drywells to contain storm-water runoff in driveway. Located: 2895 Wells Avenue, Southold. SCTM# 1000-70-4-13 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided the following is considered to further policies 5 and 6. 1. Require an I/A,OWTS. 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 RECEIVED Town of Southold li - JUL 2 9 2019 LWRP CONSISTENCY ASSESSAUM FORM 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. This assessment is intended to supplement other information used by a 'Town of Southold agency in making a determination of consistency. *.Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action'list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold 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 detaH, listing both supporting and non- spMort'ing 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 SITS AND PROPOSED ACTION PROJECT NAmm The.AppHeation has been`submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. 9 Board of Trustees 1. Category of Town of Southold agency action(check appropriate'rdsponse): (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: 0 Location of action: 00 y J� WC113 14 o tcl dV Y / ?7 ! Site acreage: 6 ge r-e s Present land use: _ �e St c�ea7 Present zoning classification: 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: tv. ,c 1 ,� f� �� ke//e (b) Mailing address: d'b gar; (c) Telephone number.Area Code( ) Ed - 79' `�- ,� 71,1 (d) Application number,if any: A)/A d l' 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 forma be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster 2 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 LNVRP Section M-Policies; Page 2 for evaluation criteria. ®Yes ❑ No [:] Not Applicable S ee Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNVRP Section ID-Policies Pages 3 through 6 for evaluation criteria ❑ Yes 0 No Not Applicable Attach additional sheets ifnecessary 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 S through 16 for evaluation criteria Yes ❑ No � Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LVVRP Section III —Poladies 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 M—Policies, Pages 22 through 32 for evaluation criteria. ❑ ❑ ❑ Yes Into 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. LN 'Yes ❑ No[:] Not Applicable Attach additional sheets if necessary Poky 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LNMP Section III—Policies; Pages 34 through 38 for evaluation criteria. RM LAI Yes ❑ No ❑ Piot Applicable - dee PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, pubHe lands, and public resources of the Town of.Southold. See LWRP Section M—Policies; Pages 38 through 46 for evaluation criteria. YeD No L Not Applicable ae- Attach additional sheets if necessary WORIUNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent Wises in suitable locations. See LWRP Sectioh 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 resonances in bong Island Sound, the Peconic Estuary and Town waters. See LWRP Section M—Policies; Pages 57 through 62 for evaluation criteria. LtJ Yes ❑ No ❑ Not Appinegble Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See I WRF Section M—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes 1-1 No Not Applicable ee 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 n.��l rt l� TITLE_ 4 e✓ DATE -/9 Policy I. 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 effects of development. While the proposed neve residential home increases the overall footprint by approximately 76 square feet (present square footage footprint of 2,820 to a proposed 2,896 square feet ), by utilizing the already excavated basement area forward of the 100 foot trustee line, it removes 579 square feet of coverage of the 2-story section of the existing residence from the sensitive trustee area. In addition, by utilizing the existing excavated foundation area, it will then only require approximately an additional 81 cubic yards removed for the new foundation but this will be on the front side of the home well forward to the 100- foot line trustee buffer. This will minimize the impact on the overall site disturbance. Policy 2 Protect and preserve historic and archaeological resources of the Town of Southold. This is not applicable to this project. There are no archaeological or history features or resources on this property. Policy 3 Enhance visuality quality and protect scenic resources throughout the Town of Southold. The construction of the new residence is in keeping in style and sizing of other residences within the community. The present structure on the property is starting to show signs of neglect and the proposed new structure will enhance the property. Policy 4 Minimize loss of life , structures, and natural resources due to flooding and erosion. r All rainwater from the new residence and site improvements will be retained with the use of new drywells as indicated on the plan. Policy 5 Protect and improve water quality and supply in the Town of Supply. Rainwater runoff from the new residence and site improvements will be contained in new drywells-as indicated on surveys. In addition, the new septic system will be moved forward of present system on the street side of the residence and be a minimum of 150 forward of the existing the bulkhead. Policy 6 Protect and restore the quality and function of the Town of Southold ecosystems including significant Coastal Fish and wildlife Habitats and wetlands. No construction will take place in protected or natural indigenous environmental areas. Policy 7 Protect and improve air quality in the Town of Southold® The development will not add pollutants to the air. All construction equipment will comply with current federal standards. The new HVAC systems in the new residence will comply with the new are more stringent environment regulations. Policy S Minimize environmental degradation in the Town of Southold from solid waste and hazardous substances and waste® The construction and use of the residence will make use of the towns waste disposal and recycling center. Policy 9 Provide for public access to, and recreati®nal use of, coastal waters, public lands, and public resources of the Town of Southold. There is no public land is involved with the planned construction: Policy 10 Promote Southold's water-dependent uses and promote siting of new water dependent uses in suitable locations. There are no public or commercial activities conducted on the site. The property is zoned for residential use and shall remain that way. Policy 11 Promote sustainable use of living marine resources in the Long Island Sound,the Peconic Estuary and town waters. The project will help preserve and protect the living marine resources by capturing rainwater discharge and runoff by containing it in the new proposed drywells on the site as indicated on survey. Policy 12 Protect agricultural lands in the Town of Southold. There are no agricultural lands on the site. Policy 13 Promote appropriate use and development of energy and mineral resources. The new residence will feature all energy-star equipment and the structure itself will comply with the more modern and efficient energy as mandated by the NY Energy Conservation and Construction Code. Prepared By 1 Title wdn e r- ®ate 1 Project Description Proposed Kelly Residence 2895 Wells Avenue Southold, New York 11971 June 23rd, 2019 Demolition— 1.)Remove existing 68'X70 2 story residential structure along with footings and foundation. Recycle as much as possible during demolition and remove the remainder to approved and licensed landfill. With fill that is excavated for the new foundation, fill 21' X 27 area to the rear of existing foundation and return to existing grade. 2.)Abandon and remove existing sanitary system as per SCDHS requirements. 3.)reutilize existing entry on to property and existing driveway. 4.)Any staging of material to be removed shall be forward of the existing structure. 5.)Install hay bale berm and silt fencing prior to any demolition and construction on property and maintain throughout construction. Construction— 1.) Construct a new 68' x 41' single-family residential structure with pool as proposed on plans and surveys. 2.)Install hay bale berm and silt fencing prior to any demolition and construction on property. 3.)Excavate additional area for footing and pool. All excavated material shall be located forward of the proposed new structure. Any surplus excavated material after foundation backfilling shall be trucked from site except for grading topsoil which will be stored forward of proposed structure. 4.)Construct new 68' by 41' single family residential structure so that the rear of the new proposed structure will be no closer than 101' from the bulkhead. 5.) Construct new 16' X 28' masonry patio/deck to the rear of the structure as indicated on survey. 6.)Install new sanitary system as approved by SCDHS. 7.)Install 4-foot fencing from the sides of the new structure to the side property lines and then down the side property lines to a point approximately 20' forward of the bulkhead. This would involve appx 85' on the north property line, 120' on the south property line, and appx 115' on the east side forward of the bulkhead staying above the 10' elevation level. 8.) Construct new 16' X 28' masonry deck/patio on the rear of the house as indicated on survey. 9.)Excavate for a 16' X 34' concrete pool with a 3'paving stone patio on all 4 sides of the pool. Pool Equipment and backwash drywell will be located off the north west corner of the pool. Total pool area to be 22' X40'. At no time will the pool or decking around pool be closer than 52' of the bulkhead. 10.) Install new dry wells as required where indicated for roof run off, pool backwash, and stormwater run-off in driveway. 11.) Install new underground utilities, water, natural gas and electric. 12.) Replace windows, roofing, and siding on existing 14'.8" X 35'.4" boat house to match materials use on new residence. 13.) Construction of Pool area not to begin until all exterior construction of house is near completion. (excavation for pool will begin as the grades are restored) 14.) Return property to existing grade when construction began Since the site has already been cleared and elevations have been established during the building of the original structure, it is our intent to disturb as little additional area of the site as possible. The actual area of new excavation for the residence will require the disturbance of approximately 820 square feet in the front of the existing residence in the area by the front door and garage and the pool. The proposed new structure will be forward of the Trustee protected area except for the new patio/deck which will project into the trustee zone less than the deck'that is being demolished. Ultimately, the new building will result in the removal of approximately 1,100 square feet of building from the trustee zone. 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NO. DISTRICT. 1000 SECTION: 70 BLOCK: 4 LOT(S): 13 GEOTEME FA13MC I vG WORT POSTS WOOD Sn SW MIN. FLOW DIRECTION y_ I 5 v I TED AND SEDIMENT ON SITE aACKFILLLLED TRENCH33 ZW�1 �- f� (� 11 �L HAY BAIL AND/OR EXISTING GROUND O� BW: Ll1s EC [I L,C SILT FENCING/ � P/0 LOT 14 210() � 652 �3= 1 � //,n4 w : 43 :ti'i:::r:4ap0 1�0 \ u1 1 O L 2019 a A� ACll � z I [ I VN6 �5� cTW 5' 6 a� I i- 1�UL 3 p + CE W •:::;Q�P C. ::' 5 9 TIDAL WETLANDS BOUNDARY + N R�f r '_;:::•:•::_ EL 6. z 1 EQUAL TO MHW/SEAWARD FACE W\ _„11 ►L# 'i�i'i:cZ;tii:•- r� OF BULKHEAD o. Q • ' ' Q� PROPOSED 4 O y11 w- p AS IDENTIFIED BY EN-CONSULTANTS�� Southold Town yL 4' ESTATE FENCE Ili' EL 1 SEPT. 18, 2015 W CA Boa of Tr Istee o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED q2•�;;':: EL 18 + n I MHW LINE 2.7 -/ w J/4'STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. ^ FILLTO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE OQ Lt Dow DKHMG + 4 ESTATE FENC OD S oo QQ O IF I TO BE12895 m ::. ::.:• x I IFi�`I CONCRETE WASHOUT AREA P/ kDRY FR 19.5 IN BED OF PROPOSED DRIVEWAY. / 8'i3"ic4'DEEP 1 g::•';::•.••:,::';:•:'•- PROPOSED / N- Mm Ir- -L-I .:- '' . TW 5.6 STAGING AREA 1'1 i 52 EL 8 -1+ 2 \ AND NCNSTRUCTION / "" + •:;:1...::;::::..•• I FLOATING :.::;: 1 co `} o m m CATWALK RAMP DOCK 6x20' 1 EL 19.6 P. R ro: PROPOS �r: o I rn POLE + + _8'Ox7'DEEP �0� b-:' GARAG :' 1 _-, 'O 0 61 -0 S -3 9:• /DRY rS6 :::GF(18: •:'"•"' EL +.7 EL 7. TW 5.7 -0S �J �� .�� N I �• r �rl\NG a :.:r:::C;':~.:':a 3. - ` 171' C' EXP 4.3'=:.:•::::: m 1 s _ - oo r 1 APPROXIMATE EL 19.1 PR 6s -�� N 1 MLW LINE EL 0.0 EL 17.9 : :2 -- LKYBLNG 'o PROPOSED _DW G "''''-#-� �� 1-T TO RE Dav- Fl>D n O O 4 BEDROOM m_ S.T. ->�OM).•..:,, . . . .! v' �''y rt: J F-FL(20-0):-7`:: :;:::0 1 1 0 . .':•: I � SANfTARY gM\N `�oO IN::.-•:,.. ..•....: ..:...... - 86.5' 1200 GAL ST. LP o z o,::..•.;.•:•:-•::•:.:•::.:::::•:' 1 1 + I ELEV. 19.1 00 1 :..•.:-.:..:.•:.:.:.;•..:.;•.;• (2)8'/x6'DEEP ro' 11 EL 14.7 .�,�.•.- 1 t•=::;'::':: ':::::::':'..::;::::::::.:: fir- m . .•=o. . .l �J �� i--� OL BROWN 1.1. P/0 LOT 13 v'. . ANDY LOAM 7, r.;:.:::::::::'.:•;::.:.`:..•::::: !Y --_ _ 71 '• 1 W.M. 710/^1 r1- "''r:�r rt fi EL 1s.5 EL 17.4 -101.0, 1 • 1 �J �� �- _ yNRARY l` T J® PROPOSED EL 17.4 + - 1 BROWN , 18.5 SOIL L ptOR /D- 4' ESTATE FENCE + EL 14. rn on I �� SM LOAMY SAND 1.7 �' Ca STOCK PDX AREA W/AN COARSE EL 16.2 O / I G k!ELL,8'0x4'DEEP Q, tD 3(O3 •/ � o NE '= 230.7 � m�m BROWN p P/a L 12_ PROP�WATE- / $p MEDIUM 5.1' UNDERGROUND ���- ALONG UNE _ ZONED R-40 y~ PR( - -` 4' CHAINUNK FEFICE AI NON-CONFORMING LOT SAND EL 19.0 _�-- „ FRONT. 40' MIN N77030 00 S SIDE: 15'MIN, 35' TOTAL U.P. TYPICAL CLEAN OUT P/O LOT 12 x REAR: 50'MIN PALE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL BROWN SLATE ORSTOPPER END LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS MEDIUM 9.1' SUITABLE COVE OR PLUG TO AND OR DATA OBTA/NED FROM OTHERS SP COARSE UPLAND AREA: 25,378 S.F. or 0.58 ACRES REVISED 06-13-19 SAND 09& GRAVEL tR AREA: 26,869.87 SQ.FT. or 0.62 ACRES REVISED 06-11-19 ELEVAAON DATUM: NAVD88 - 17' TYPICAL DRYWELL CROSS SECTION p 30' ELBOW UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY DEC 10, 2018 (CONC. PRECAST COMPONENTS) 60' WYE MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN K. WOYCHUK LS e•sue MR enwaRAFFlc BEARING ONLY TO 771E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7777-E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON e-Sue MR TTG M BIDU +D WAVr Durc LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU710N, GUARANTEES ARE NOT TRANSFERABLE. APPROVED MET P1AE �T R°�'FRAW AM APPROVED OUn,=r WE FLO W � THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE UK t'DIA COYER ro CRADE TO LAN4gl� PDC7®T/e'/1' PRam 1/e/1' NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMENTS EASEMENTS ®D D D B OAKLAWN AVE AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 774E 77ME OF SURVEY D D D❑ SURVEY OR PART OF LOT 12, LOT 13 AND PART OF LO 14 CERTIFIED TO: DANIEL KELLY; KATHLEEN KELLY; DRAINAGE CALCULATIONS: MAP OF: PLAN OF LOTS BY GEORGE WELLS FIDELITY NATIONAL TITLE INSURANCE COMPANY; A) PROP. DWELLING FOOTPRINT=2,540 sQ.Fr. FILED: NOVEMBER 28, 1927 AS #859 2,540 x 0.166=294.64 < 295cf REQUIRED (2) 8'DIA x 4' DEEP DRYWELLS= 3544 PROVIDED SITUATED AT:SOUTHOLD (OVERSIZED FOR SWIMMING POOL WASTE WATER) B) DRIVEWAY=1,650 SQ.FT. TOWN OF.SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 1650 x 0.166=273.9 < 274cf SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 3')AIN. �- g' - (1) 8'DIA x 7' DEEP DRYWELL= 310cf PROVIDED New York 11931 P.O. Boz 153 Aquebogue, �� PHONE (891)298-1588 FAX (831) 298-1588 BACK FILL MATERIAL TO BE C) SWIMMING POOLS SHALL BE EQUIPPED WITH APUMP-OUr r CLEAN SAND AND GRAVEL MINIMUM 4'D!A x 4' DEEP DRYWELL= 39cf FOR POOL DISCHARGE FILE #15-169 SCALE: 1"-30' DATE: SEPT. 18, 201 N.Y.S. LISC. NO. 050882 maintaining the records of Robert 7. Hennery & Kmneth hL Vcychuk GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTIONLLJ _EU C 0 N T R A C T 0 R N T E S General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. - Ill MI �® GENERAL NOTES: Wood: I��IVr�, -r� 1. All studs to be Douglas Fir #2 or better. 2. FIRE SAFETY: j����,,+ �rTT�� 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2• All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA 11li�DESIGN ASSOClt� II,C INTERNATIONAL RESIDENTIAL CODE WITH THIE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, residential & commercial design . consulting B. LOCKED AREA. 2. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses, D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH P0.BoX 1675 phone: 1631)433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a boa number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654Coptonline,nel 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK E. AL FLAMMABLE MATERIALS 0 B USED AND STORED IN ADEQUATELY VENTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. IceniDesign Associates,ucvformedvo,4KAssociates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. /!/T�"� ':� /�"�"= 'nary T% i "`rii�r �•,r. 4• 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. OWNEkSHIF' & USE OF DOCUMENTS: 5. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED b. Plywood sheathing shall be continuous over two or more spans with grain of face ply's across supports CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and or therein, are the proppertyane off K represented KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. PLUMBING, ELECTRICAL, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS 7. E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. OR HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8• ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 CONTRACTOR SHALL DO ALL CUTTING PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 1285 PSI PSI 4. NOISE AFTER HOURS: - APPROVED BY THE CO . A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, BOARD OF TRUSTEES DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI 10. B. EXCEPT LEGAL HOLIDAYS. TOWN OF SOUTHOLD ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 1 1 • ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. DATE AZaEW- 14, 241q OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC, NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHBORS. ' THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ®T c®� ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. f 7 SINGLE PROVIDE AND MULTIPLE-STATION LTI SINAACCCORDASMOKE NCEALARMS WITH 2015 VINTERNAT ONABLORESIDENTIAELL AS CARN MONOXIDLE CODECTORS C® STT 1( TIO UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ' SEUNLESS l CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. CERTIFIED V`/'� SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY �± C 25 lbs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. AND MINIMUM CONCENTRATED LIVE LOADS 9 PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 1609.1.2 PROTECTION OF OPENINGS UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. UNINHABITABLE ATTICS WITHOUT STORAGE USE OCCUPANCY 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED STORAGE i. j, k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAP/-,CITY l �' 2 2019 RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; , EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. I TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL NAILING NOTES: MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTM E 1996. ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7i1e INCH (11.1mm) AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANEL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING NO SUBSTITUTIONS PROJECT: PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE All framing hardware shown On these plans, 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE unless otherwise indicated Is Sim StTie, Y L L Nf HEIGHT, BUILDING. PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED ' Simpson Strong-Tie,g THE VERTICAL DISTANCE FROM GRADE . ATTACHMENT SHALL BE DESIGNED TO No substitutions are (approved or authorized, PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED THE HIGHEST ROOF SURFACE UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE =24'-2" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due to the relationships of framing hardware to N1 tax I D EM, INTERNATIONAL RESIDENTIAL CODE BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE UPDATED WITH THE 2016 ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH the other components of the structure, any framing INTERNATIONAL CODE SUPPLEMENT. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). hardware substitutions wilt render these plans OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED null and void, and will result in the installer/contractor TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and 2895 WELLS AVE. OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire system. SOUTHOLD, u TOTAL HEIGHT FROM RIDGE TO GRADE 29'-8�" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. p y SOUTHOLD, NY 11971 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY Il, III OR IV BUILDINGS LOCATED OVER 60 FEET t ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE LUMBER SPECIES AND GRADE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PERMITTED TO BE UNPROTECTED. RESIDENTIAL SCTM # 1000 - 70 - 04 -13 � THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 'DRAWIING TITLE: L THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOT LESS THAN 30 INCHES GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTURAL PANELS a,b,c,d 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE INCHES DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) NOTES: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 K. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET ) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. IPIFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NEW BASEMENT 1708 sq.ft. FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NA ROOMS. N0. 8 WOOD SCREW- DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT INCH EMBEDMENT LENGTH NEW FIRST FLOOR 1708 sq. ft. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- NEW SECOND FLOOR 2158 sq.ft. OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: INCH EMBEDMENT LENGTH T NEW BALCONY NA Ya MAY 24, 2019 INCH DIAMETER LAGSCREW- LOFT NA BASED ANCHOR WITH 2 16 12' 9 COPYRIGHT 2019 KEHL DESIGN ASSOCIATES �P��pF NELVI,O PROJECT N0: ATTIC (HOUSE)(c) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH 0 , LLC. ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ���� �q,Q��''�i- 1050-2019 GARAGE 832 sq.ft. UNDER FEDERAL COPYRIGHT LAW. C; y� DRAWN BY: ATTIC (GARAGE)(c) 0 NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT * �'' -� BDK BONUS ROOM NA OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = .447 m/s K * HECKED BY: WRITTEN AUTHORIZATION, r INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. a. This table is based on 140 mph wind speed and a 45-foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFl SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). �2 r,��,,;t -i b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES LLC. SHEEI NUMBER: SUNROOM NA PP 9 P , NEW PATIO 448 sq.ft. Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ;OA 08186a NEW COVERED PORCHES NA c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN R�FEssIoNP COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. G1 NA a minimum of 2Y inches from the edge of concrete block or concrete. POOL HOUSE CABANA Acce tonce of these drawings does not authorize the right to build without ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, they shall be attached P 9 9 rlsI���'f PROPERTY ELEV 17 7' using vibration resistant anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, Such as Suffolk County Dept. DOB NUMBER: OF . of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify blI conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. ® 1MDESIGN•ASSOMTES, (b) WITH STORAGE SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF I TWO 8d NAILS THIS MTS 2 0 L T S 0 - _ 1 FASTENERS ALLOWABLE LOADS LOAD o SIDE OF CEILING JOIST "'/' �� CLU_ ' 2 SIDE OF TRUSS. LATERAL WITH PROVIDE 1 HGAIOKT ON i - MODEL GA UPLIFT UPLIFT (133/160) 8dx12" CODE TOTAL FOUR AND ON SIDE OF RAFTER NO, TO AVG REF. f RAFTERS/ TO TO ULT NAILS INTO TRUSS - °0 8d NAILS i � PLATES STUDS 133 160 F F2 (133& _ _ ° STU �• '��'� I ~� (i�I � J � g�� � TRUSS ( ) ( ) :- 0 7 - SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION -= TAKE-UP WASHER KEHL DESIGN ASSOCIATES LLC H7 16 4-8d 2-8d 8-sd 2991 930 985 400 5, 44 CONNECTORS MANUALAL FOR ALL FOOT NOTES AND ='- �- PROPER INSTALLATION PROCEDURES — %— residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — e DIMENSIONS FASTENERS ALLUPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTg'x12 ° PO,Box 1675 phone: (631)433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o AVG MODEL GA ULT. LFTA2 LFTA REF. INTO Southold,New York 11971 E-Mail: ssbn654@oplonline.net o° 0" • •' o NO. MAX. CLEAR WIDTHSPAN L QTY DIA 12" 2" 22" 3" 32" i}„ 2" 22" 3" 32" PLATES 0° EIGHT 8d NAILS S P 4 LFTA 16 2j" 17" 381"16-10d — 4200 1205 1400 5, 44, 85 INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC STUD OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / S0. PINE °o These drawings and specifications including the FASTENERS2 ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d tOd x 12" CODE NO. ULT. REF. LFTA ° 10d 10d x i2" (133 / 160) (133) (160) LSTA21 T A � 1 � ideas, design and arrangements represented °° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be MTS16 16 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 0 ° Simpson Strong-Tie copied, disclosed to others or used in connection ° 00 HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 12" 3116 1000 840 10110 3, 41, 128 they have been prepared without written consent. ART "x12 °° DETAIL "K" o° LST20 20 12-10d 12-10d x 12" 2383 775 720 720 3, 41 CNW- STU 5"- COUPLER NUT DETAIL "E" ° 8 DOUG-FIR-LARCH Equal number of °° �SIMPSON TYPE OF DIRECTION S0. PINE CODE specified nails in e° TAKE-UP WASHER MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. No. TION FLOOR ROOF (133/ (,00> (1zs) ,so each end Simpson Strong-Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. N0. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE HB SB W H B SO CL DIA5•e DESIGN LOAD DESIGN 00° GA GA WHEN RAISED OFF OTY DIA 12" 2" 22" 3" 32" 52" LOAD THE SILL PLATE0 0 0 HD2A 16 12 4A" I 22" 21" 8" 2i" �" 1�s„ 6' 2 J' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG OF SP ODE W L STUD PLATE ULT. (133)2 / (160) R SP4 3J" 71" 6-10d x 12" 2917 735 885 7, 40, 127 A MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA yy L NAILS 100 FLOOR (133) (160) REF. 000 WORK NOTES: LSTA21 20 11" 21 1 -1 Od 905 1 1205 1295 7, 40, 90 0"D MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. CA IN L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie TU 8"- MSTA24 18 1'" 24 18-10d 1025 1370 1640 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS SPNAIL ACING RODE LUS46 TAKESIMP -UP OUP WASHER NO. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc• HD2A NOT FOR OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE USE UNLESS DIMENSIONS FASTENERS DN, -F AR H I,IA WA A NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION 11 tl CERTIFIED BY A N0. GA W H B 10d 16d JOISTS BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW- LUS46 18 3 " 4 " 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL 111 HUS210-2 14 3d" 9 2 8-16d 8-16d 6076 1755 2105 50 16 1900 2065 1, 36, 84, 122 " ARTJ x12 COUPLER U 5 - DOUG-Fl AR H PIN ALLOWABLE LOADS S NUT PROFESSIONAL FASTENERS UPLIFT LATERAL CODE UPLIFT (133/160) REF. No. GA SIMPSON ENGINEER MODEL AVG TO RAFTERS TO PLATES TO STUDS ULT. (133) (160) F Fz 160 TAKE-UP WASHER HGA10KT 14 4-SDS 'x12' 4-SDS;41"x3" 1523 435 435 1165 940 9 SP4 ._ .:}}' ►t1I - 2 2010 USE A MINIMUM OF i S TWO 8d NAILS THIS CNW- SIDE OF TRUSS. - - - ' COUPLER NUT P TOTAL FOUR o /• � SE A MINIMUM OF � - 8d NAILS TWO Bd NAILS THIS MTS16 STU J LSTA21 SIMPSON 8" INTO TRUSS SIDE OF TRUSS. ANCHOR BOLTS MTS16 SIMPSON TOTAL FOUR /. O HD2A TAKE-UP WASHER Strong-Tie 8d NAILS LSTA21 INTO TRUSS HUS 2 1 0-2 PROJECT: ( , 1 _ = ° rLw z _ e ® d Two , Fj L TO PLATES °0 ° EIGHT--' gd 0 AIL o d RE%MV BEIM 8d NAIL ° "All INTO INTO DETAIL A STUD Simpson Strong-Tie PLATES °0° "' IN NAIL ® DETAIL "D" DETAIL "G" DETAIL "J" STUD Simpson Strong-Tie 2895 WELLS "E. H7 Sim Sir�1 son Strong-Tie LFTA SYSTEM DETAIL "L" SOUTHOLD, NY 11971 LFTA LFTA DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS SCTM # 1000 - 70 - 04' -13 Ridge Strapping NOTE: — --_-_ _ -- —_-- BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE RUN OFF FACTORS ASPHALT = , 7 II LSTA30 3 ' THROUGH ROOF VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES DRAWIING TITLE: / COVERS 1.0 ROOF = 1.0 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 2r,dRooOOR I ( 3 ' THROUGH ROOF 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft, per vertical ft. SIMPSON WINDLOAD 2„d FLOOR 1'-0" DEEP POOL x 8' DIA, = 42.25 cu,ft. per vertical ft. 3' 3" 3 •• 2„ ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 'a CHARTS & CALCULATIONS IMSTERI ' I 3" ROOF AREA = 2831 sq/ft / STRONG-TIE DETAILS 3' �T"R°°"' 3. (iUE3TBATIQ20011 / ROOF DRAINAGE V = A X R X C i • LTP4 CALCULATIONS AND ' r A = 2831 Sq/ft PLUMBING RISER DIAGRAM e • LTP4 SRFLOOR OOF 2 2 2 2 3 2 2 2nd FLOOR R = 2" RAINFALL = .17 ft = , = 10. LTP4 _ 3•• 3,• CCOEFF 'NOTEs: • DETAIL "C" 1 m PANIRI 3 3,. 3 3., V = 2831 x 1 x .166667 = 471.83 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2.. 1N11oItY DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie 2 2 .31 RDOM 1018 ATHIM 3 w PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 472 / 42.25 VERTICAL FT, / FT = 11.17 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE F l o o r-t o-Floor Connections 2 ,st FLOOR USE (2) 8' DIA. POOL 6-O DEEP - 12 V.F. DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR 1�t 2" Floo - UNFORESEEN FIELD COfJDITIDNS AND OR ADDITIONS BASED UPON COMMENTS NOT ItAr Ridge Strapping 3 2" 2 2 ' OR FORMALLY ACKNOW>EDGED AS REVISION TO THESE PLANS. Detail 3,. 3 3 3.. 472 / 22.3 VERTICAL FT. / FT = 21.17 SEAL: DATE: LTP4 DETAIL "B" USE (4) 6' DIA. POOL 6' DEEP = 24 V.F.4" F.A. /ENT 6•• MAY 24, 2019 ABOVE GRADE F NEW y,O c.o c.o C. c.o c.o, a'�.o. PROJECT N0: LTP4C O ' 3" 3" 3" 4•' 4 TOWS CWA APPROVED CO (]\ O' B 4" Cl SEERAGE SYSTEM [ �'r' 1050-2019 Simpson Strong-Tie TRAP POOLS TO BE PLACED ON OPPOSITE SIDE OF Q� �� HOUSE st 9 DRAWN BY: HOUSE AND/OR LEADERS TO BE PIPED TO 1 Vis" -A * BDK Floor-to-door Connections ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY ,* " PLUMBING RISER DIAGRAM (NTS) POOLS 1 2 OF THE ROOF TO DRAIN TO EACH - Lu CHECKED BY: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. / 1�'; DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NO SUBSTITUTI❑NS SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). Q 08186$ ���c �,HEL1 NUMBLR: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE All framing hardware shown on these plans, LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH -EsstoN�� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. unless otherwise indicated, is Simpson Strong-Tie, ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G2 No substitutions are approved or authorized, WHERE TRAFFIC IS TO BE PRESENT. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) Due to the relationships of framing hardware to the other components of the structure, any framing IF A MULTIPLE POOL SYSTEM IS USED AROUND THE k �3�/l�� DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - n_cey�' these plans HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) null and void, and will result in the installer/contractor assuming responsibility for the design and BE DIVERTED TO EACH POOL, °V KE11DESIGN•ASSOCIATES, uc 3, ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) j 77 A A A F�> Z I W8 x 21 5T W x 8, 28"H 128'4" 14'-0" W21 x 50 ::::: 6. 53"W x 20, 83"H KEHL DESIGN ASSOCIATES, residential & commercial design * consulting ,/#5 Rebar 24"x 24" CID ,#5 Rebar 24"x 24" STEEL BEAM DIMENSIONS PO.Box 1675 phone: (6311433-9084 15 Rebar 24"x 24 Southold,New York 11971 E-Mo]: ssbn654@optonline.net NOTE: 5" Poured Concrete Slob #5 Rebar 24"x 24" Provide Hounched Edges on Slob as NOTE: ALL BASEMENT WINDOWS TO BE Kehl Design Associates,LLC o formerly D A K Associates,LLC -777777/7,7- /�--­/-�//"��,/ NOTE: To Be Filled and Compacted Necessary to raise Finish Slob to �814 L8" INSTALLED IN A DOUBLE 2x8 ACQ BUCK �' 7 -- NOTE: Provide #5 Rebar 24"oc E.W. Bottom of Exterior Doors. OWNERSHIP & USE Ul' DUCUMLNI�,: Provide all Necessary Flash as Required #6 Rebar These drawings and specifications including the -B*4 1 #6 Rebar ideas, design and arrangements represented -26'-0* PATIO 42'-0" #3 Reloor Stirrup #3 Rebar Stirrup therein, are the property of KEHL DESIGN 91 - #6 Rebar ASSOCIATES, LLC. No part thereof shall be 1 -0. le-2 .4'-2 (2)2x8 ACO Buck #5 Rebor copied, disclosed to others or used in connection WINDOW with any work or project other than for which 7'-3Y4" Provide Corner BASEMENT Braces 10" Spikes they have been prepared without written consent. #5 Rebar 24"x 24" #5 Rebar 24"x 24" 1 T -(2)2x8 ACO Buck #5 Rebor NOTE: Top of Conc. Buttress I Provide Corner to be Min of 12" Below NOTE: Top of Conc, Buttress 51. Braces (2)2x8 ACO Buck NOT[- �"x`18" Anchor Bolts Final Grade to be Min of 12" Below NOTE: 8 x18" Anchor Bolts Max. 32",c., within 12" f NOTE (3)#5 Horizontal Rebar Final Grade NOTE: (3)#5 Horizontal Rebar Max. 32"oc., within 12" #5 Rebar 24"x 2 of the Ends of all Boards F Spaced 24'oc. Spaced 24"oc. of the Ends of all Boards NOTE J%18" Anchor Bolts NOTFOR ond within 12" of all Corners. and within 12" of all Corners. V k.GI idi Max. 32"oc., within 12" CONSTRUCTION yy_ - _D3__�n it of the Ends of of Boards NOTE x18 Anchor Bolts �2"vv x 24"l) - - - and within 12" of all Corners. WALL WALL in NOTE- J%18" Anchor Bolts Max. 32"oc., within 12- Max'. 32"oe., within 12" 4. USE UNLESS cp of the Ends of all Boards of the Ends of all Boards and within 12" of all Corners. and within 12" of all Corners. SECTION- PLAN CERTIFIED BY A NOTE: Dropped Foundation I I I I PROFESSIONAL for 2868 Door VIEWVIEW F_ I ENGINEER ------------ BASEMENT WINDOW DETAIL 3 - -- - - - - - - - f - -_ -_ ­ DN I,, , , -_ a _3_1 18 -3'-0......... t5 P IV2' Gy�IV2'�IQY2"1V2'�1ay2"IV2 IV2*10y� C.IV2 IQY2.' t5 I 2_ 1.9 N 9 JX OTE: (2)#5 Horizontal Rebar WORK NOTES: C5/ Spaced 24 cc. c< cz� S-4- 12'-0N NOTES'-6"x 3'-6"x 12" (4)#5 Horizontal Rebar NOTE (2)#5 Horizontal Rebar 5'-4* Conc. Ftg w/(7)#5 Rebar E.W. Spaced 24"oc. Spaced 24"oc. KT2* 2 V1, 118"1 -<- 7 NOTE: Fireplace Hearth Constructed NOTE:3'-6"x S-15"x 12" -8*4 1 ::I= with #5 Horizontal Rebar Spaced Coc. E.W. Conc. Ftg w/(7)#5 Rebar E.W. I I NOTE: (3)#5 Horizontal Rebar Spaced 24"oc. 7 NOTE: (3)#5 Horizontal Rebar F2 F_- 7 t�12-0 #6 Vertical Rebar Spaced 24"oc. NOTE: 51 NOTE: Top of Conc. Buttress Spaced 32"oc. 8 W8x28 Steel Beam W8x28 Steel Beam W/To) Plate to be Min of 12" Below x18" Anchor Bolts W8x28 Steel Beam W/Too'Plate W/TOD Plate Max. 32"oc., within 12" W x28 St el Bea ul W/ op PI to 4 5 Horizontal Rebar Spaced 24"oc. final Grade of the Ends of all Boards NOTE: (3)#5 Horizontal Rebor'. _J NOTE: (2)#5 Horizontal Rebar and within 12" of all Corners, Spaced 24"oc. /,4v L NOTE:4% 4"x NOTE:4% 4"x #5 Rebar Spaced 24"oc. - I.- - . V ;r 4 i Box Tube Column Spaced 24"OC. W8x28 Steel Beom W/Top Plote�� Box Tube Column NOTE: Top of Conc. Buttress 11 F with 12'x 12% 211, 112 -!2 with 12"x 12% 2 .4elm to be Min of 12" Below _J Bose Plate and •_s� Bose Plate and NOTE J%18" Anchor Bolts Final Grade 1, Z5 Z5 L 42 5'il"x 12' x 2 -2 "x 12" x Max. 32"oc., within 12" (5)#5 Rebar D,!- L 4" 1-0_� .- - .1 -&3 Top Plate Top Plate of the Ends of all Boards Equally Spaced LNOTEA"x 4'x Tube �N_ --- -- 11. - 4 BOX c!� and within 12" of all Corners. Column with 12"x 12"x (2)2x12 Floor Joists, NOTE: (3)#5 Horizontal Rebar I I Z5 I Base Plate and 514% 12" x 21" Z-, Spaced 24"oc. =1 TYP. TYP. TOP Plate 2-0. F�.r_ __1 NOTE: Top of Conc. Buttress JUL 2 ��141 tl 1 2 2019 ___T_7__ I I I 1IW8x28 Steel Beam W/Top PlotIll to be Min of 12" Below FOUNDATION FOUNDATION I W8x28 Steel Beam W/Top PIC T WA28 Steel Beam 4To lole W8x28 Steel Beam W/Top Plate III . 1 -1 b Final Grade i--NOTEA"x 4"x "Box Tube WALL SECTION. BUTTRESS SECTION 4' 1, 1 1__ NOTE: x18" Anchor Bolts Column with 12"x 12"x 2 NOTE:4"x 4"x 4 c� NOTEA"x 4*x 4"' Max. 32"oc., within 12" 4"X 12" x 21" Box Tube COJU ran Box Tube Column Base Plate and 51 '-6 of the Ends of all Boards Top Plate with 12"x 12"x and within 12' of all Corners. with 12"x 12'x 1" 7 PROJECI: Base Plate and NOTE:3'-6"x 3'-6"x 12' Base Plate and .-B", NOTE:3'-6"x 3'-6"x 12" NOTE. W8x28 Steel Be 4% 4"x 5"' 12" Conc. Ftg wA7)#5 Rebar E.W. 5""x 12" x x x Conc. Ftg w/(7)#5 Rebor E.W.-' 1-� I Box Tube Column 16R 4. Top Plate 1,2 1 1 Top Plate I with 1 11 15 T 2*x 12% 2- (4)J" Bolts"� 51% 12" x J' Steel Base Plate and I�Q Q) Top Plate 9' 1� (4)#5 Horizontal Rebor �5 2 L 16'- 541"x 12' X 2 Z5 Spaced 24"oc. Top Plate 3: 4" PC. Slob wl 6x 4 x 4 x Steel 7 L cz� Spaced 32"oc. 6 IOXIO 01. D 1 #6 Vertical Rebar-- Column E -- NOTE: Napped Foundation NOTE: Dropped Foundation _J 1> R E S 0 ;87 _�- - - - - e D a 78'_r-Door L2)�xL2 Floor J)ists L for Caro car for 10 Garage 4" Conc. Slob with J5 Rebar 12% 12" x 21" Steel 6x6 IOXIC W.W.M. Spaced 24"oc. Bose Plate L - - - - - - - - - - - - - - - - - - - - - - - - - - NO (3)#5 Horizontal Rebar NOTE: (3)#5 Horizontal Rebar " 2895 WELLS "E. 7 4--,(7)#5 Horizontal Rebor Spaced 24"o Spaced 24"oc. L8" I u---- ----------------------------------- --------------------------I- a 6------- Equally Spaced E.W. SOUTHOLD, NY 11971 Line (of 24" Apron Line of 24" Apron (5)#5 Rebar L - - - - - - - - - - NOTE �'0" Anchor Bolts NOTE: J"x18" Anchor Bolts Equally Spaced Max. 32"oc., within 12" Max. 32"oc., within 12' SCTM # 1000 70 04 -13 of the Ends of all Boards of the Ends of all Boards TYP. GARAGE TYP. STEEL - Screened - - - - - - - - - V7,n_�_G I-id i n­5 nit and within 12" of all Corners. and within 12" of all Corners. L vin­� PI01,�-Cit Intake NOTE: 51 x18" Anchor Bolts DRAWING TITLE: 18" Anchor Bolts 32'w-x 24"h Cover 32"w-x 214"h Max. 32"oc., within 12" FOUNDATION COLUMN AND Max. 32"oc., within 12" \ NOTE: J%18" Anchor Bolts of the Ends of all Boards -8",L8"I Max. 32"oc., within 12* and within 12" of all Corners. of the Ends of all Boards L _J of the Ends of all Boards WALL SECTION. FOOTING SECTION- FOUNDATION PLAN and within 12" of all Corners, and within 12" of all Corners. NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE A A PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIG1\1 PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 8 1-60 ___8 1-6 8'-6" 6'-6- NOTE: PROVIDE FIRE BREAKS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. AS PER SEAL:! DATE: 12'-0' -7-4 17'-0' u -8. 17'-0- THE 2015 INTERNATIONAL Acceptance of these drawings does not authorize the right to build without the authorization MAY 24, 2019 6 RESIDENTIAL CODE UPDATED of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROJECT NO: -26-0 42 WITH THE 2016 UNIFORM Depart OF NEW�, SUPPLEMENT Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0 1050-2019 agencies prior to construction. 0 BA DRAWN BY: f-8*I -8"-f C.0 ���� F- FOUNDATION P LAN A BDK -A CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL SCALE: 1/4" V-0" NOTE: 12" Thick Chimney Footing ' I T 0" 1' 0" CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. n „ �' . I� AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SHEET NUMBER: w/#5 Rebar Coc. Each Way LT LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH -8.- THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 08186b o SCSI Al 01 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) -0. 2 rp f3' 3' t 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING DOB NUMBER: OF CHIMNEY FOOTING CHIMNEY PROVIDE HURRICANE STRAPPING IN PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) ACCORDANCE WITH THE In 2015 INTERNATIONAL RESIDENTIAL CODE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) KMD1SGN-A%0MTESuc DIMENSIONSDIMENSIONS- UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMEN'T. V. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL „ ;,•, . !� ,:: % / /,' CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH '�L� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. _ _ / - mill. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) A A A A td,C 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - KEHL DESIGN ASSOCIATES1 PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) residential s, commercial design • consulting 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) P0.Boz 1675 phone: (631)433-9084 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE Southold,New York 11971 E-Mail; ssbn654@oplonline,net Kehl Design Associates,LLC o formerly D A K Associates,LLC N1102.1.2 (R402.12) Insulation and Fenestration Criteria L ,�� �> �>r,�? /--F: ,�, ,- The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone OWNERSHIP & USE OF DOCUMENTS: 68'_0" specified in section N1101.7 These drawings and specifications including the 2'-0' N1102.1.2 (R402.12) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT° ideas, design and arrangements represented therein, are the property of KEHL DESIGN b c ASSOCIATES, LLC. No part thereof shall be 1 '-6Y" 7'-334 CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB d CRAWL copied,7'- 3'-6Y" '-3341" -33/" p d, disclosed to others or used in connection z ZONE U-FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE SHGC b,e R-VALUE R-VALUEI R-VALUE &DEPTH R-VALUE with any work or project other than for which they have been prepared without written consent. 4 EXCEPT MARINE 0.35 0.55 0.40 49 20 4R 13+5 h 8/13 19 10/13 10,2ft 10/13 PATIOo For SI: = 1 foot = 304.8 mm a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the ®� �OR N R-value specified in the table. �+ b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. CONSTRUCTION EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. USE SUNLESS c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the CERTIFIED BY A 3" SM interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the /� ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous PROFESSIONAL FWH29611 APW4454 3" SM APW4454 3 SM APW4454 FWH29611 ADH3250 ADH3250 insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. ENGINEER d. R-5 shall be added to the required slab edge R-values for heated slabs. Insulation depth shall be the depth of the �I co LOC footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. z Q CL e. There are no SHGC requirements in the Marine Zone. Q — co co f. Basement wall insulation is not required in warm-humid locations as defined by Figure N1110.10 and Table N1101.10 0 2868 `n g. Or insulation sufficient to fill the framing cavity, R-19 minimum. WORK MOTES: h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation 0" 3'-0" 13'- plus R-5 continuous insulation. 24'49 2-0" N i. The second R-value applies when more than half the insulation is on the interior of the mass wall. LIVING ROOM o BEDROOM 1�5 2CN o ; PROVIDE HURRICANE STRAPPING IN o �L C o Typical 2x10 Header Typical 2x10 Header ACCORDANCE WITH THE 12 0 2015 INTERNATIONAL RESIDENTIAL CODE Ln N N w/4" Plywood Filler w/1 Plywood Filler UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. czJi_ O 24" ''-°' -2 -5'-4- (Used in 2x6 Wall) (Used in 2x4 Wall) w - 2'-0" NOTE: VERIFY ALL DIMENSIONS TO RS OF Ln 0 = 3'X3' ALINE WITH FLOORS NWEXISTTION Z 7 0 NOTE: 4"z d" Fireplace �(�'� SD HOUSE. Q Box Tube Column 0 enin `; with Vx 12"x _____ _ 2 2x12 Flush Beam 8 2868 M Base Plate and 3Y 2 0 2 2 2 ALL 2HE0ADER PLYWOOD T AS 52"x 12" x 2'" 5V 7'-05a• N - " FCL O ( ) Top Plate 2' 2" 6680 PER DETAIL UNLESS 3» OTHERWISE NOTED W21x50 Steel Beam W To Plate - G -7�" 8" WET BAR HALL sD �0 4 Plywood — 2 Plywood 1.. W/Top BATHROOM ? 2868 Door Co y LLJ c� o = q NOTE: VERIFY ALL DIMENSIONS with 1 SHR N PANTRY/ 7° -11" _ z I 0 1 0 1 INSURE WALLS OF NEW ADDITION a" Fire—Rated LAUNDRY SD �� Q 2 6 4 LINE-UP WITH WALLS IN HOUSE JUL 7 2019 I o NOTE:4'x 4"x GARAGE Box Tube Column Door and N 2868 _ f 1 Jambs with ROOM h with 5"x 12"x If-Closing 2868 CL 166 9 Base Plate a Hinges r2 — -� �+ NOTE: PROVIDE FIRE BREAKS 52"x 12" x l SD r2 o �`iL AS PER z 0 Top Plafe 11'-�" 3'-6" r-7° '-0' 2'-4" HEADER DETAIL THE 2015 INTERNATIONAL Ln 2)2x12 Flush Beam 2 2x12 Flush Beam _ HEADER DETAIL NTS. RESIDENTIAL CODE UPDATED cv - PROJECT: _ @ @ NTS. WITH THE 2016 UNIFORM o SUPPLEMENT E x ALL SECOND FLOOR WINDOWS p rc O _ � 1 D" 3'-6" 3'-4j'" '-10 2 L L 5'-6'Y ' AND EXTERIOR DOORS TO O O N N `"N N N " N N N N Nu BE SET AT 6'-10;° R Eiki 6AL= 15R N u - 14TKITCHEN a- DINING o o 0 o - 2895 WELLS AVE.ROOM o N N N N - N o - SOUTHOLD, NY 11971 10' x 8' Gara e Door 10' x 8' Garage Door - W2lx50 Steel Beam W/Top Plcte Fill R o 0 o AV C�\ (4)e" Bolts 5�"x 12" x �° Steel S�CTM # 1000 - 70 - 04 -13 W A,boyt Top Plate DRAWING TITLE: 4"x 4" x J" Steel Column FIRST FLOOR PLAN ANDERSEN ANDERSEN 1268 3068 1268 ANDERSEN ANDERSEN //12"x 12" x 21" Steel ADH2658 ADH2658 ADH2658 ADH2658 Base Plate (4)e" Bolts NOTES: FRONT STEPS THESE PLANTS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE . STEEL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE T Y P PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL COLUMN IN GARAGE- FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR -- UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: A MAY 24, 2019 A A A OF NEVAYn PROJECT N0: O. 8.1 51'1_ 1050-2019 --!— � DRAWN BY: 12'-0° 7'-0" -6� 7'-4" -1 9'-lY" 7'-4" -6�' * 04, * BDK yie NECKED BY: C� 0" 2'-0" © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE � � � sHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT s� 081868 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF pR�FESSIONP� Al ®� KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. /ole,FIRST FLOOR PLAN /.•..�-� s''Iv` � 9 DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization SCALE: 1 /4 = 1 -0 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © KEMDIESIG -000L0I vL agencies prior to construction. a DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM / "� „ 0 CODE SUPPLEMENT. �, .,.'�,., ...;; , � ,�;%� /,. ��: .,,,,•, AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH %'� — .I' � _ %` THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. j r _ - 1 ilnT llll � f 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — KEHLDESIGN ASSOCIATES LLC residential & commercial design • consulting PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PO.Box 1675 phone; (631)433-9084 Soufhold,New York 11971 E-Mail; ssbn654@oplonline.nel Kehl Design Associates,LLC o formerly D A K Associates,LLC F� q A F�> F�> OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 2'-0" 0" -234" -234" 3'- 3'-0" 11'-3" 16' 3" SM 3" SM 3" SM 3" SM NOT FOR ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN CONSTRUCTION ADH3250 ADH3250 ADH3250 ADH3250 ADH3250 ADH3250 AUH3250 �a z o USE UNLESS CERTIFIED EY , W Z N 3" SM 3" SM 3" SM Z Q PROFESSIONAL _N ANDERSEN ANDERSEN ANDERSEN ADH3250 ADH3250 ADH3250 ENGINEER Typical 2x10 Header 2 w/4" Plywood Filler 2'-6Y" 3'-0• (Used in 26 Wall) 6 " 155'-00"6 SD 16'-6 3'-O"- 2 �= WORK NOTES: 3W V22" O BEDROOM 17'-W" co 2 2 25'-r� i Q BEDROOM 4" NPlywood - � 4- BEDROOM 0 710 10 D � CCL wo 8D o w n 3 N 1 1D4 ro LIJ2868 2868 �n (�Z W d. ; d oo Q Q (n W it iF 00 HEADER DETAIL o n W • o= JUL 2 ?0wLn 00 Z <NTS. Q LLJi Q co Q SD SD SD 2868 2868 3_ 2868 2868 - • - 15'-9Y" O • 3Y' nn 0 14'-1Y" 11'-134 0 7'-7� PROJECT: Typical 2x10 Header -9• S 7• '-04 2'-C4" BATHROOM W/ Plywood Filler 6 CL Z y N /2 y 0 - o CL (Used in 2x4 Wall) Hgt. of wall— " LOFT AREA - 166 KELL 0) " o t 0 o N Hgt. of w II 66" Hgt. of wall 66"71 1'_g34• N CTL ' 00 L" riy,s V V" �� 3'-7" CL 2 15RT---------4'-9" 2 T-g' 14T PROVIDE HURRICANE STRAPPING IN - M ACCORDANCE WITH THE 'coWILL THE TOILET TANK0 2'-6Y' 2'-2 2015 INTERNATIONAL RESIDENTIAL CODE 3'-7" BE IN THE WINDOW 2 5'-111,. 3'-7" -3° UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2895 WELLS AVE. 1 i SOUTHOLD, NY 11971 2 - Plywood o ANDERSEN o ANDERSEN " y _ NOTE: VERIFY ALL DIMENSIONS TO ADH2640 ADH2640 } - " 6" 2 INSURE FLOORS OF NEW ADDITION - 2 3-7" ALIPIE WITH FLOORS IN EXISTING SCTM # 1000 - 70 - 04 -13 10 10 V 3'-T' 2" V O HOUSE. DRAWING TITTLE: ALL HEADERS ARE TO BE ANDERSEN o ; ANDERSEN ANDERSEN o (2)2210 W/PLYWOOD AS ADH2640 ADH2640 I T I ADH2640 PER DETAIL UNLESS HEADER DETAIL '-6° -s" _6" OTHERWISE NOTED NTS. 2'_3"—L2'-3" 1'-6" 2'-3° 2'-3" 4'-9• '-1��2'-3`-L2'-3" —�'-3 2'-3" 2'-3" -3y" 2'-3" 2'-3` '-1�" NOTE: VERIFY ALL DIMENSIONS SECOND FLOOR PLAN INSURE WALLS OF NEW ADDITION 26'-0" 2'-0" LINE-UP WITH WALLS IN HOUSE. 8'-0" NOTE: PROVIDE FIRE BREAKS AS PER THE 2015 INTERNATIONAL NOTES: RESIDENTIAL CODE UPDATED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE q WITH THE 2016 UNIFORM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE A A A SUPPLEMENT PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSION DUE TO UNKNOWN OR ALL SECOND FLOOR WINDOWS UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT AND EXTERIOR DOORS TO FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. BE SET AT 6'-102" SEAL: DATE: MAY 24, 2019 ��©F NE11V PROJECT N0: �P o Q o� 1050-2019 SECOND FLOOR PLAN �� 'f- DRAWN BY: » > >> BDK SCALE: 1 /4 = 1 —0 * NECKED BY: © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE $�},;:'} -HEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT `�Fa 0,,1868 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ARoFESstoNP�-� KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 03 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © 110GDESIGN•ASSOCIATES,uc agencies prior to construction. �. - - KEHL DESIGN ASSOCIATES Lw residential 8, commercial design • consvfting / \ l P0.Box 1615 phone: (631(433-9084 Southold,New York 11911 E-Mail; ssbn654@optonline,net Kehl Design Associates,LLC o formerly D A K Associates,LLC IL UVVNLRSHIN & USE OF DUCUMLN l S: tILILIAIUL _11 IIII These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN �I ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. I � � JLL�l I LILLL J NOT FOR I N \ I M CONSTRUCTION I„ USE UNLESS CERTIFIED BY A 1111L1�Lll'u PROFESSIONAL ENGINEER N I WORK NOTES: UL ii d LIJ FRONT ELEVATION (WEST SIDE) SCALE: 1/4"=l'—O" iLiL I i f 111 JC►liLILI ` 2 201? III Il Jill Ii 1_1 L Li I cull - - ii II 11 IMLLLLi PROJECT: rpmu PROVIDE HURRICANE STRAPPING IN * J� ACCORDANCE WITH THE L�4 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 11 11 WI I LHil1 111 11 _ 11 Ra E ' NOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION II II ALINE WITH FLOORS IN EXISTING 2895 FELLS "E. Fff I _T_U FIE71 III I I Li HOUSE. SOUTHOLD NY 1197' ALL HEADERS ARE TO BE _ 1 III I II I I II IIII (2)2x10 W/PLYWOOD AS UILLULiLLIiliuliLLU 1� L PER DETAIL UNLESS SCTM # 1000 - 70 - 04 -13 OTHERNISE NOTED LILE LLL �_E I -U-LLLLiLLLL-J-I-LLLLIL-U-LLiLLL 11 11 11 11 11 11- - DRAWING TITLE: 1111 11 NOTE: VERIFY ALL DIMENSIONS IV,21 4-1141 ILI-]I-,ILI I I I I I I I I I I I I 1 10, L'' I V, ''A'III INSURE WALLS OF NEW ADDITION ELEVATIONS LINE-UP WITH WALLS IN HOUSE. AS NOTED NOTE: PROVIDE FIRE BREAKS —ILL_ —ILIL --ILILH __ AS PER NOTES: ETHE 2015 INTERNATIONAL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE _❑ ❑ RESIDENTIAL CODE UPDATED DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE UL] WITH THE 2016 UNIFORM PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL m � ❑ ❑ o SUPPLEMENT FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE FIF] Q FIEID (� DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ALL SECOND FLOOR WINDOWS FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Q AND EXTERIOR DOORS TO SEAL: DATE: BE SET AT 6'-10 ' MAY 24, 2019 pF NEW PROJECT NO: U. aq 0 1050-2019 �, DRAWN BY: 1t i ;° A * BDK n CHECKED BY: REAR ELEVATION (EAST SIDE) DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE m2 � � �� SHEET NUMBER: SCALE: 1/4'-1'-0' AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �A 08186a LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ROFESSION�� , 201 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 1, AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. e'g?AP r/71/l g DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such (D MDE9GN.A%0QAM m 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 110 El THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) VU 2.AISI STANDARD FOR COLD—FORMED STEEL FRAMING KEHL DESIGN AISSOCIATES, LLC PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) residential & commercial design & consulting 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) PC.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654,@optonI!ne,net Kehl Design Associates,LLC a formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the iideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which II II II LI_II they have been prepared without written consent. :IEE NOT FOR -IF] CONSTRUCTION USE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER WORK NOTES: RIGHT ELEVATION (SOUTH SIDE). SCALE: 1/4"=l'—O" it JUL 2 2019 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROJECT: NOTE: VERIFY ALL DINDISIONS TO INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. ELL%," ALL HEADERS ARE TO BE (2)2x10 W/ PLYWOOD AS —ILI PER DETAIL UNLESS REkr C; OTHERWISE NOTED NOTE: VERIFY ALL DIMENSIONS 2895 WELLS "E. INSURE WALLS OF NEW ADDITION SOUTHOLD, NY 11971 LINE-UP WITH WALLS IN HOUSE. SCTM # 1000 - 70 - 04 -13 NOTE: PROVIDE FIRE BREAKS L AS PER DRAWING TITLE: THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED L SUPPLEMENTIFORM ELEVATIONS AS NOTED ALL SECOND FLOOR WINDOWS AND EXTERIOR DOORS TO NOTES: BE SET AT 6'-102' THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE --- --- DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL 01 PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOW!N OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DAT E: MAY 24, 2019 V ()F NEW), PROJECT NO: 10- a "?0 VAWN 1050-2019 .4, BY: LEFT ELEVATION (NORTH SIDE) 0 1, P t 41 BDK SCALE: 1/4"=1'-0" HECKED BY: COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 08186E WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FE S1 KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. A202 DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such T) KEffiDESIGN-ASSOMTES,uc agencies prior to construction. j :;. /.,:;.:,�.:.:7./rl✓//a-=�!f�i %'%, KEHL DESIGN ASSOCIATES,�c residential & commercial design . consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC e formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Ridge Vent copied, disclosed to others or used in connection Hurricane Strapping with any work or project other than for which 2x12 Ridge they have been prepared without written consent. 2x1O Rafters 16" cc. e" CDX Roof Sheathing PROVIDE HURRICANE STRAPPING IN 30#Felt ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOT FOR Architectural Fiberglass Roof System Ridge Vent 2x6 all Tie 2x10 Rafters 16" oc. NOTE: VERIFY ALL DIMENSIONS TO ��STRU`''C TIO J" CDX Roof Sheathing 2x10 Rafters 16" oc. 30#felt E UNLESS N LESS INSURE FLOORS OF NEW ADDITION Aa J CDX Roof Sheathing Architectural Fiberglass ALINE 'MTH FLOORS IN EXISTING U 30#Felt Roof System HOUSE. Architectural Fiberglass 2x12 Ridge Ridge Vent Roof System 2 2x1 O Flush 2x10 Rafters 16" oc. CERTIFIED �� ys ( ) Hurricane Strapping 2x12 Ridge �+�+ /� 2x6 / 2x4 Strongback Ceiling Joist Hdr. J" CDX Roof Sheathing 2x12 Ridge 2x10 Rafters 16" oc. ALL HEADERS ARE TO BE PROFESSIONAL ESSIOI��!AL 30 Felt s CDX Roof Sheathing Architectural Fiberglass 30#Felt (2)2x10 W/ PLYWOOD AS (�� Hurricane Strapping " Carria e Bolts Roof System R-19 Insulation Architectural Fiberglass PER DETAIL UNLESS d ENGll'IEER pp g a 9 R-30 Insulation Roof System OTHERWISE NOTED R-19 Insulation Hurricane Strapping 1X8 Azek Fascia 2x10 — 16"oc. Ceiling Joists( R-30 Insulotion UUU 2x10 — 16"oc. CeilinLLis!I(M Ifl n 11 n 2x6 Ceilin JoiS �—1X8 Azek Fascia NOTE: VERIFY ALL DIMENSIONS ' Sheetrock 1X8 Azek Fascia INSURE WALLS OF NEW ADDITION 8" Azek Beaded Vented Soffit ' Sheetrock Hurricane Strapping 2 2x8 Header Hurricane StrappingLINE—UP WITH WALLS IN HOUSE. FI 2x Soffit d Sof 2x6 16"oc. Ceiling Joist 18" Azek Beaded Vented Soffit Framing R-21 Insulation I" 2x Soffit Framing Typical 2 x 10 Header 2x6 Top Plates 7 Sheetrock (2)2x10 Header 2x6 Ta Plates iWORK NOTES: (2)2xio w/ 4" Plywood Hdr BEDROOM CL 3 p W/3" 2" CDX Exterior Sheathing (2)2x10 w/ a Plywood Hdr R-21 Insulation NOTE: PROVIDE FIRE BREAKS 4 Plywood Filler 2x6 Studs " Sheetrock R-30 Insulation (2)2x6 Sill " CDX Exterior Sheathing AS PER R-21 Insulation (2)2x10 Header 2x6 Studs THE 2015 LITERNATIONAL (Used In 26 Wall) 30# Felt 30# Felt RESIDENTIAL CODE UPDATED NuCedar 7" Vinyl Perfection Shingles Siding I" Hurrirvane Stropping NuCedar 7" Vinyl Perfection Shingles SidingWITH THE 2016 UNIFORM g Sheetrock PP 9 Hurricane Strapping R-21 Insulation SUPPLEMENT R-30 Insulation 1_4 LJ ALL SECOND FLOOR WINDOWS 2 2 2x12 - 16"oc. Floor Joists 2x12 - 16"oc. Floor Joists UU U AND EXTERIOR DOORS TO 18" Azek Beaded Vented Soffit / W21x50 Steel Beam W/Top Plate— Type "X" Sheetrock BE SET AT 6'-1021" 2x Soffit Framing R-30 Insulation on all Walls and Ceilings Plywood wood 2x6 Top Plates 4 (2)2x1O w/ 4" Plywood Hdr " CDX Exterior Sheathing 10 10 2x6 Studs 2x6 Studs 16"oc. GARAGE 30# Felt 6 NuCedar 7" Vinyl Perfection Shingles Siding R-21 Insulation R-21 Insulation Horth—Plank Siding Hurricane Strapping J"x18" Anchor Bolts Max. 32"oc. J" Type "X" Sheetrock---" i Anchor Bolls to be Located within �26hoe on all Wolfs and Ceilings HEADER DETAIL 12" of the end of all Boards and 4" Conc. Slob with Af L ` 2 2014 Corners. Provide 3"x 3" Square 6x6 / 10x10W_W.M- - - - - - - - - - - - - - - - - - - NTS. Washers Hurricane Strapping Grade 30#Felt (4)#5 Horizontal Rebar — - Spaced 24"oc. 8" PC. Foundation (See Foundation Sections) 0 Vertical Rebar Typical 2x10 Header Spaced 32"oc. PROJECT: W/1" 2 Plywood Filler (4)#5 Horizontal Rebar Spaced 24"oc. Used In 2x4 Wall) #5 Rebar ` L ' Spaced 24"oc. New �a � Conc. Ftg. (Min) (5)#5 Rebar R E S, 10 2 2 3'-0" Below Final Grade Equally Spaced (See Foundation Sections) 2895 WELLS AVE. " Plywood CROSS SECTION A SOUTHOLD, NY 11971 10 10 SCALE: 1/4"=1'-0" 3 O 1 SCTM # 1000 - 70 - 04 -13 4 DRAWING TITLE: ELEVATIONS HEADER DETAIL AS NOTED NTS. dNOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES No LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION To THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: OF NEIN MAY 24, 2019 Acceptance of these drawings does not authorize the right to build without the authorization �E 1 OPROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building SAP��� O• sq,Q �� 1050-2019 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such A DRAWN BY: agencies prior to construction. * " A * BDK r. . NECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL Of ��' d' C9� SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, c�A 081568 AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THEkOFESSIONP�- LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH A301 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) 0 K MDESIGN"ASSOCMATES,¢c 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) .r. /,,.,% ICU- , ;. KEHL DESIGN ASSOCIATES �c residential & commercial design . consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@opfcn!ine,net Ridge Vent Kehl Design Associates,LLC o formerly D A K Associates,LLC Hurricane Strapping 2x12 Ridge OWNERSHIP & USE OF DOCUMENTS: 2x12 Rafter Plate These drawings and specifications including the ideas, design and arrangements represented 2x10 Rafters 16" oc. therein, are the property of KEHL DESIGN " CDX Roof Sheathing o ASSOCIATES, LLC. No part thereof shall be 30# Felt �, 2x10 False Rafters 16" oc. copied, disclosed to others or used in connection 2x12 Rafter Plate with any work or project other than for which they have been prepared without written consent. 2x12 Ridge Architectural Fiberglass Roof System Ridge Vent PROVIDE HURRICANE STRAPPING IN 1 2x10 Rafters 16" oc. ACCORDANCE J" CDX Roof Sheathing 2015 INTERNATIONAL RESIDENTIAL CODE 2210 Rafters 16" oc. 30#Felt UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. NOT �® " CDX Roof Sheathing 2x6 Collar Tie Architectural Fiberglass 30# Felt Roof System Architectural Fiberglass CONSTRUCTION,NOTE: VERIFY ALL DIMENSIONS TO CONSTRUCTIO Roof System ATTIC STORAGE a Carriage Bolts INSURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING USE U11MILESS UNHABITABLE AREA 2x6 Vertical Tie HOUSE.' 2210 Rafters 16" oc. 2x12 Ridge Ridge VentCERTIFIED �� " CDX Roof Sheathing 2x10 Rafters 16" oc. Hurricane Strapping 2x12 Ridge 30# Felt �" Carriage Bolts 5„ PP g g Architectural Fiberglass 2x6 /2x4 Strongback 22x10 Flush i3 CDX Roof Sheathing 2x12 Ridge 2" CDX aRoof Shheathin ALL HEADERS ARE TO BE PROFESSIONAL Roof System ( ) 30# Felt � g (2)2210 W/PLYWOOD AS R-19 Insulation Celing Joist r. Architectural Fiberglass 30# Felt R-19 Insulation R-19 Insulation Architectural Fiberglass PER DETAIL UNLESS ENGINEER Hurricane Strapping �" Carriage Bolls Roof System g OTHERWISE NOTED R-30 Insulation R-30 Insulation R-30 Insulation Roof System Hurricane Strapping 1X8 Azek Fascia 2x10 - 16"oc. Ceiling Joists I 2x10 - 16"oc. Ceiling Joists ( ( x6 Cedin Joi 1X8 Azek Fascia � 1X8 Azek Fascia NOTE: VERIFY ALL DIMENSIOf1S "" Sheetrock I" SheetrockINSURE WALLS OF NEW ADDITION 18" Azek Beaded Vented Soffit 2" Hurricane Strapping (2)2x8 Header LINE-UP WITH WALLS IN HOUSE. 2x Soffit Framing I e" Carriage Bolts 2x6 16"oc. Ceiling Joist 18" Azek Beaded Vented Soffit Hurricane Strapping 9 R-21 Insulation ( ( � 2x Soffit FramingWORK NOTES: Typical 2 X 10 Header 2x6 Top Plates Sheetrock i �— 2" Sheetrock —� (2)2210 Header ( �" 2x6 Tap Plates (2)2x10 w/21" Plywood Hdr. " Sheetrock R-30 Insulation (2)2x10 w/ 4" Plywood Hdr NOTE: PROVIDE FIRE BREAKS w/3" " CDX Exterior Sheathing LOFT AREA 2 2x6 Sill CDX Exterior Sheathin R-21 Insulation AS PER 4 Plywood Filler 2x6 Studs I BEDROOM 2" ( ) 2x6 Studs THE 2015 INTERNATIONAL R-21 Insulation (2)2x10 Header (Used I n 2 X 6 Wa ) 30# Felt R-30 Insylatlion I I 2" Sheetrock 30# Felt RESIDENTIAL CODE UPDATED NuCedor 7" Vinyl Perfection Shingles Siding I I Hardi-Plank Siding-1. Hurricane Strapping I Hurricane StrappingWITH THE 2016 UNIFORM 113 SUPPLEMENT 2x18 Rafter Extension 2x6 Shoe 4 Oak floor) I I 2" 4" Oak floor 1" Sheetrock 2x8 Rafter Extension 2x12 Box Beam (2)Layers 2"ICDIX Subfloor R-30(ln�ulofion R-30 Insulation (2)Layers �" CDX Subfloor R-30 Insulation ALL SECOND FLOOR WNDOWS 2 2 1X8 Azek Fascia 2x12 - 16"oc. Floor Joists ( 2x12 - 16"oc. Floor Joists AND EXTERIOR DOORS TO BE SET AT 6'-10'" 18" Azek Beaded Vented Soffit �^ �" �" 2x Soffll Framing „ g Sheetrock 2” g Sheetrock g Sheetrock g Sheetrock 3 Plywood 2x6 Top Plates 1" Sheetrock — ' Sheetrock 4 y (2)2x1D w/ 4" Plywood Hdr g CDX Exterior Sheathingi„ 12" Sheetrock,—� i 10 10 2x6 Studs LIVING ROOM Sheetrock PANTRY/ KITCHEN 30#Felt 2x66 Studs 16 0c. LAUNDRY t JUL NuCedor 7" Vinyl Perfection Shingles Siding _ ? �� ROOM R-21 Insulation 30# Felt 2x6 Shoe 4 Oak floor 4" Oak floor Hardi-Plank Siding i„ 2" NuCedor 7" Vinyl Perfection Shingles Siding (2)Layers p CDX Subfloor R-30 Insulation 2" R-30 Insulation (2)Loyers 21" CDX Subfloor R-30 Insulation HEADER DETAIL 2x12 Box Beam fin, U U U 2x12 - 16"oc. Floor Joists 2x12 16"oc. Floor JoistHurricane Stropping g(4)#5 Horizontal Rebar �PROJECT: NTS. Spaced 24"oc. J"x18" Anchor Bolts Max. 32"oc. W8x28 Steel Beam W/Top Plate Grade Anchor Bolts to be Located within 2" 12" of the end of all Boards and W8x28 Steel Beam W/Top Plate Corners. Provide 3"x 3" Square 8" PC. Foundation Washers (See Foundation Sections) BASEMENT BASEMENT BASEMENT '' ACE L 1 LF #6 Vertical Rebar �► TyplCal 2X10 Header Spaced 32"oc. 4x4x'" Steel Box Tube 4x4x4" Steel Box Tube 1,, with 12"x12"x7' Base Plate with 12"x12"x7' Base Plate w/2 Plywood Filler (4)#5 Horizontal Rebar and 54°"x 12"z q" Top Plate and 5','""z 12"z ' Top Plate R I D Hi C, [2 Spaced 24"oc, 4" Conc. Slab with 4" c. Slab with 4" Cone. Slab with (Used In 2x4 Wall) #5 Rebar 6x6 / 10x10 W.W.M. 10x10 W.W.M. 6x6 / 10x10 W.W.M. Spaced 24"oc. 295 SELLS AVE. SOUTHOLD, IMY 11971 New ^� (7)#5 Horizontal Rebor^� (7)#5 Horizontal Rebor SCTM 1000 70 - 04 -13 Conc. Fig. (Min) (5)#5 Rebar 2 2 3'-0" Below Final Grade Equally Spaced Equally Spaced E.W. Equally Spaced E.W. (See Foundation Sections) NOTE:3'-6"x 3'-6"x 12" NOTE:3'-6"x 3'-6"x 12" DRAWING TITLE: Conc. Fig w/(7)#5 Rebar E.W. Conic. Flg w/(7)#5 Rebar E.W. 2" Plywood 10 10 SECTION 2 4 AS NOTED HEADER DETAIL CROSS SECTION A NTS. 9 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT FIELD (CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGNI PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNCWN OR WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ? FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: OF NEW MAY 24, 2019 Acceptance of these drawings does not authorize the right to build without the authorization $ �E Y PROJECT NO: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building � �� 0' Bq,Q���- 1050-2019 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 01 "Pym RAWN BY: agencies prior to construction. * t" -A BDK r NECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL 1 ��cs •3 CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 081868 ��? SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE A��FESSIONP�� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH Y THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. 302 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) S/.T//` 9 DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) © 1�E1FIIrDESIGN"ASSOCIATES,me 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) /% Lh PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. KEHL DESIGN ASSOCIATES residential & commercial design • consulting NOTE: VERIFY ALL DIMENSIONS TO IIISURE FLOORS OF NEW ADDITION ALINE WITH FLOORS IN EXISTING HOUSE. PO.Boz 1615 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654s@opton1ine,net Ridge Vent ALL HEADERS ARE TO BE Hurricane Strapping (2)2x10 W/ PLYWOOD AS 2x12 Rdge PER DETAIL UNLESS 2x12 Rafter Plate Kehl Design Associates,LLC m formerly D A K Associates,LLC OTHERWISE NOTED �l/�?��� ,,— OWNERSHIP & USE OF DOCUMLNIS: 2x10 Rafters 16" oc. These drawings and specifications including the NOTE: VERIFY ALL DIMENSIONS " COX Roof Sheathing ideas, design and arrangements represented 30# Felt 10 False Rafters 16" oc. therein, are the property of KEHL DESIGN INSURE WALLS OF NEW ADDITION 2x12 Rafter Plate ASSOCIATES, LLC. No part thereof shall be LINE—UP WITH WALLS IN HOUSE, copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. NOTE: PROVIDE FIRE BREAKS Architectural Fiberglass AS PER Roof System Ridge Vent THE 2015 INTERNATIONAL 2x10 Rafters 16 oc. RESIDENTIAL CODE UPDATED J" CDX Roof Sheathing WITH THE 2016 UNIFORM 30 Felt SUPPLEMENT Architectural Fiberglass Roof System N OT FO�°( 2x6 Collar Tie CONSTRUCTION ALL SECOND FLOOR WINDOWS R-19 Insulation �" Carriage Bolts CONSTRUCTION AND EXTERIOR DOORS TO R-30 Insulation ATTIC STORAGE „ 2x6 Vertical Tie ' USE UNLESS BE SET AT 6'-102 2x10 Rafters 16" oc. UNHABITABLE AREA 2x12 Ridge Ridge Vent ^^ iit R A30#Felt J" CDX Roof Sheathing CDX Roof Sheathing �" Carriage Bolts 2x10 Rafters 16" oc. Hurricane Strapping 2x12 Ridge CERTIFIED RTi 1� 1J �� Ag 2x12 Ridge 2x10 Rafters 16" oc. Architectural Fiberglass 2x6 /2x4 Strongbock 5" CDX Roof Sheathing System (2)2x10 Flush 30 Felt a g Roof S y R-19 Insulation Ceiling Joist Hdr. Architectural Fiberglass 30# Felt PROFESSIONAL Hurricane StroppingR-30 Insulation " Carriage Bolts Roof System R-19 Insulation Architectural Fiberglass E N `G I E E R R-3D Insulation Roof System in dn Hurricane Strapping 1X8 Azek Fascia ( 2x10 — 16"oc. Ceiling Joists ( 2x10 — 16"oc. Ceiling Joists ( ( 2x6 Ceiling Jai �—1X8 Azek Fascia " Sheetrock " Sheetrock 1X8 Azek Fascia 18" Azek Beaded Vented SoffitHurricane Strapping 2 2x8 Header 8" Carriage Bolts 2x6 16"oc. Ceiling Joist 18" Azek Beaded Vented Soffit Hurricane Strapping 2z Soffit Framing R-21 Insulation Sheetrock 2x6 Top Plates Sheetrock (2)2210 Header 2x Soffit Framing (2)2x10 w/2' Plywood Hdr. 1" 26 Top Plates " CDX Exterior Sheathing Sheetrock LOFT AREA R-30 Insulation (2)2x10 w/a Plywood Hdr WORK NOTES: BEDROOM CL (2)2x6 Sill g' CDX Exterior Sheathing R-21 Insulation 2x6 Studs — (2)2x10 Header 2x6 Studs 30# Felt " Sheetrock Sheetrock 1" 30# Felt NuCedar 7" Vnyi Perfection Shingles Siding 1" Sheetrock 2 Sheetrock Hurricane Stropping2 Hurricane Strapping NuCedar 7" Vinyl Perfection Shingles Siding 2x6 Shoe4' Oak floor 4" Oak floor 2x8 Rafter Extension 2x12 Box Beam (2)Loyers 21" CDX Subfloor R-30 Insulation R-30 Insulation// (2)Layers " CDX Subfloor R-30 Insulation 4 L 1X8 Azek Fascia Jn 2x12 — 16"oc. Floor Joists ( ( 2x12 — 16"oc. Floor Joists 18" Azek Beaded Vented Soffit ry r I" 2x Soffit Framing — ' Sheetrock 21 Sheetrock 2 Sheetrock q Sheetrock /q6 ySheetrock Places " 2 2x10 w Plywood Hdr eetroc Typical 2x10 Header O k CDX Exterior Sheathing 1" 3" 9 g I" Sheetrock g Sheetrock Sheetrock w�4 Plywood Filler 2xs studs LIVING ROOM WET BAR STAIRWELL ' 30# Felt 2x6 Studs 16"oc. Y JUL 2 2019 (Used in 26 WallNuCedar 7" Vin) Perfection Shingles Siding " Sheetrock r R-21 Insulation 30#Felt----------- 4" Oak floor 4" Oak floor R-30 Insulation NuCedar 7" Vinyl Perfection Shingles Siding 2x6 Shoe (2)Layers p" CDX Subfloor R-30 Insulation 30 Insulation (2)Layers 2" CDX Subfloor Flashing t.• —--"X_" +t' •- 1 Hurricane Strapping 2x12 Box Beam (4)Y5 Horizontal Rebar 2x12 — 16"oc. Floor Joists 2x12 — 16"oc. Floor Joists Spaced 24"oc. e"x18" Anchor Bolts Max. 32"oc, W8x28 Steel Beam W/Top Plate W8x28 Steel Beam W/Tap e PROJECT: Grade Anchor Bolts to be Located within 3u 12" of the end of all Boards and —a" 1'-0" 5 Rebar 4 Plywood Corners. Provide 3"x 3" Square 8" PC. Foundation Washers �5 Rebar 10 10 (See Foundation Sections) BAS MENT BASEMENT BASEMENT ; i 6 Vertical Rebar v\ L:";;; L LY ,><61 Spaced 32"oc. 4x4x41„ Steel Box Tube 4x4x41" Steel Box Tube r� 1" 3)�5 Rebar with 12"x12"x2 Base Plate with 12"xl2'x2 Base Plate (4)#5 Horizontal Rebar and 54""x 12"x 2' Top Plate and 54"x 12"x 2' Top Plate Equally Spaced f E t El=Spaced 24"oc. 4" Conc. Slab with 4" Cone. Slab with 4" Conc. Slab with ho I D E `V #5 Rebor 6x6 / 10x10 W.W.M. 6x6 / 10x10 W.W.M. 6x6 / 10x10 W.W.M. 5 Rebar HEADER DETAIL Spaced 24"oc. NTS. _ 5 Rebor �5 Rebar 2895 WELLS "E. o New �+,— - Spaced 24"oc. Conc. Ftg. Min (1)#5 Horizontal Rebar (7)#5 Horizontal Rebar p SOUTHOLD NY 11971 9 (Min) (5)�5 Rebar 6_� (5)#5 Rebar 3'-0" Below Final Grade Equally Spaced 3_6" Equally Spaced E.W. 3— Equally Spaced E.W. New Equally Spaced �+ p� (See Foundation Sections) NOTE:3'-6"x 3'-6"x 12" NOTE:3'-6"x 3'-6"x 12" Conc. Ftg. (Min) SCTM # 1000 — 70 — 04 -13 Core. Ftg w/(7)#5 Rebar E.W. Conc. Ftg w/(7)#5 Rebar E.W. 3'-0" Below Final Grade (See Foundation Sections) DRAWING TITLE: Typical 2x10 Header wA)) Plywood Filler (Used in 20 Wall) SECTION CROSS SECTION A AS NOTED 2 2 30 l 1" PIyWOOd LATHE E PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 10 10 © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN (PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR <41 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION To THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: HEADER DETAIL MAY 24, 2019 Acceptance of these drawings does not authorize the right to build without the authorization �EOF NEWY PROJECT NO: NTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building g'�`P 'J O. B,qR O'S',� 1050-2019 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such oR 1f1 DRAWN BY: agencies prior to construction. k M �A * BDK NECKED BY: Of DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. s� 08186a SHEET NUMBER: � AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE '0 0\_ LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH A303 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ��. 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) f'/3?/I4; DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) ® KEHbDIESIGN"ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Z /6�7'`k//w "Y4,11"."."', X jJ' �12R i I'T I E011 C71 IWIV 1/92/0 KEHL DESIGN ASSOCIATES, residential & commercial design * consulting PO.Box 1675 phone: (631]433-9084 Southold,New York 11971 E-Mail: ssbn654@opton!ine.net Ridge Vent Hurricane Stropping 2x12 Ridge Kehl Design Associates,LLC 9 formerly D A K Associates,LLC /7 2x12 Rafter Plate OWNERSHIP & USE OF DOCUMENTS: 2xI0 Rafters 16" oc. These drawings and specifications including the CDX Roof Sheathing ideas, design and arrangements represented 30# Felt 2x10 False Rafters 116" oc. therein, are the property of KEHL DESIGN 2xl2 Rafter Plate ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent, Architectural Fiberglass Ridge Vent PROVIDE HURRICANE STRAPPING III Roof System 2x10 Rafters 16" oc. ACCORDANCE WITH THE 5' 81 2015 INTERNATIONAL RESIDENTIAL CODE CDX Roof Sheathing UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2xI0 Rafters 16" oc. 30# Felt CDX Roof Sheathing Architectural Fiberglass 30# xollore Felt 26 CTiRoof System NOT FOR Architectural Fiberglass 114 NOTE: VERIFY ALL DIMENSIONS TO Roof System INSURE FLOORS OF NEW ADDITION CONSTRUCTION Carriage Bolts ALINE WITH FLOORS IN EXISTING ATTIC STORAGE 2x6 Vertical Tie HOUSE, 2x10 Rafters 16" oc. UNHABITABLE AREA 1__2x12 Ridge Ridge Vent USE UNLESS CDX Roof Sheathing Carriage Bolts 2xI0 Rafters 16" oc. Hurricane Stropping 2xI2 Ridge 30# Felt J" COX Roof Sheathing 2x12 Ridge 2xI0 Rafters 16" oc. CERTIFIED BY A ALL HEADERS ARE TO BE Architectural Fiberglass 2x6 / 2A Strongback (2)2xlO W/ PLYWOOD AS Roof System /-(2)2xlO Flush 30# Felt COX Roof Sheathing R-19 Insulation R-19 Insulation Ceiling Joist,Hdr. Architectural Fiberglass 30#Felt PROFESSIONAL PER DETAIL UNLESS 3, R-19 Insulation Hurricane Stropping 8 Carriage Bolts Roof System Architectural Fiberglass OTHERWISE NOTED R-30 Insulation R-30 Insulation R-30 Insulation Roof System EINIGINEER /_'l L Hurricane Stropping CM NOTE: VERIFY ALL DIMENSIONS 1X8 Azek Foscio 2xI0 - 16"oc. Ceiling Joists2x10 - 16"oc. Ceiling Joists X10— 16 oc.Ceiling Jcis Z. Z ffl-ffi - In 0 n 0 2x6 Ceilino Jot IX8 Azek Fascia INSURE WALLS OF NEW ADDITION1" Sheetrock Sheetrocki» 1X8 Hurricane Stropping AzekFascia 2 2x8 LINE—UP WITH WALLS IN HOUSE. 18" Azek Beaded Vented Soffit 3 Carriage Bolts 2x6 16"oc. Ceiling Joisll_� 8 18" Azek Beaded Vented Soffit Hurricane Stropping Header 2x Soffit Framing —R-21 Insulation 2x Soffit Framing 2x6 Top Plates Sheetrock (2)2x1O Header // /// BATHROOM 2x6 Top Plates (2)2x]D w/21" Plywood Hdr., BEDROOM (2)2x10 w/ J" Plywood Hdf. WORK NOTES: NOTE: PROVIDE FIRE BREAKS R-21 Insulation C7 5" CDX Exterior Sheathing R-21 Insulation 2x6 Studs (2)2x6 Sill CDX Exterior S4 AS PER (2)2x1O Header Sheathing THE 2015 INTERNATIONAL 2x6 Studs RESIDENTIAL CODE UPDATED 30# Felt R-30 Ins1latlon Sheetrock---"" Sheetrock 3(11 NuCedar 7" Vinyl Perfection Shingles Siding Felt WITH THE 2016 UNIFORM Hurricane Stropping Hurricane Stropping NuCedor 7" Vinyl SUPPLEMENT 5. k floorl 1 4 Oak floor Sheetroclk---' Perfection Shingles Siding 2x8 Rafter Extension 2x6 Shoe 4 00 2x8 Rafter Extension 2x12 Box Beam (2)Loyers J"104 Subfloor R-30 Insulation R-30 Insulation (2)Loyers 21" CDX Subfloor --R-30 Insulation ALL SECOND FLOOR WINDOWS AND EXTERIOR DOORS TO 1X8 Azek Fascia 2xI2 — 16"oc.. Floor Joists 2x12 — 16'oc. Floor Joists Typical 2x10 Header BE SET AT 6'-102" 18" Azek Beaded Vented Soffit Sheetrock Sheetrock Shoetrock 2x Soffit Framing Sheetrock Jwl�" Plywood Filler 2x6 Top Plates Sheetrock 21" Sheetrock " Sheetrock---"" (2)2x10 w/ 31' Plywood Hdr (Used in 2x6 Wall) 4 COX Exterior Sheathing Sheetrock--- Sheetrock--""2x6 26 Studs BEDROOM BATHROOM DINING 2 Felt NuCedor 7" Vinyl Perfection Shingles30#Siding 2x6 Studs 16 oc. ROOM R-21 Insulation 3" Oak floor Oak floor 2 2 30# Felt 4 NuCedor 7" Vinyl Perfection Shingles Siding 2x6 Shoe Hurricane Stropping (2)Loyem 21" COX Subfloor R-30 Insulation R-30 Insulation (2)Loyers 21" COX Subfloor R-30 Insulation 2x12 Box Beam— 2xI2 — 16"oc. Floor Joists Plywood (4)#5 Horizontal Rebor 2x12 - 16"oc. Floor Joists ddb dn 11 F_ dn I I Hurricane Stropping 4 JUL 2 2019 Spaced 24"oc, Anchor Bolts Max. 32"oc. W8x28 Steel Beam W/Top Plate W8x28 Steel Beam W/Top Plate Grade Anchor Bolts to be Located within 12" of the end of all Boards and 10 10 Corners. Provide Yx 3" Square 8" PC. Foundation Washers BASEMENT BASEMENT BASEMENT (See Foundation Sections) #6 Vertical Rebor Spaced 32"oc. 4441" Steel Box Tube 4x4xi" Steel Box Tube 4 with 12"x12"x2" Bose Plate with 12"x12"xJ" Base PlateHEADER DETAIL PROJECT: (4)#5 Horizontal Rebor and 514 x 12"x 21' Top Plate and 54"'"x 12% 2" Top Plate Spaced24'oc. 4" Conc. Slob with 4' Conc. Slob with 4" Conc, Slob with NTS. FMM Spaced 24"oc. #5 Rebor 6X6 10XI0 W.W.M. 6x6 10XI0 WW.M 6x6 / IOxIO W.W.M. V L LY/ %L= New '(7)#5 Horizontal Rebar Conc. Ftg. (Vtn) (5)#5 Rebor ---(7)#5 Horizontal Rebor �_3 6 3'-0" Below Final Grade Equally Spaced Equally Spaced E.W. Equally Spaced E.W. (See Foundation Sections) NOTE:3'-6"x 3'-6"x 12" NOTE:3'-6"x 3'-6"x 12" Typical 2x10 Header R Et S I D E H C�p Em Conc. Fig w/(7)#5 Rebor E.W. Conc. Fig w/(7)#5 Rebor E.W. w/2 1 1) Plywood Filler 2895 WELLS AVE. (Used in 20 Wall) SOUTHOLD, "'Y 11971 LIM SCTM # 1000 - 70 - 04 -13 CROSS SECTIONA 2 2 DRAWING TITLE: SECTIONS Plywood 2 AS NOTED 10 10 NOTES: ><41 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLELY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT HEADER DETAIL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NITS. SEAL: DATE: MAY 24, 2019 OF NEW PROJECT NO: C��V�' �6 0. 0 1050-2019 11�' DRAWN BY: C) 'A BDK CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT �b 08186B LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FESSI THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE A304 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ldeAo CIS//19 DOB NUMBLR: OF 2,AISI STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such c EMDESIGN-A%"TES,ur 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.