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HomeMy WebLinkAbout1000-66.-2-12 R OFFICE LOCATION: ��OE SOUjy® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • Q Telephone: 631 765-1938 i oly'rOUM`1,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director, AICP LWRP Coordinator Date: May 11, 2021 Re: LWRP Coastal Consistency Review for MOLLY HARRIS SCTM# 1000-66-2-12 Quiet Man Studio.,on)behalf`of•MOLLY HARRIS-requests-'a Wetlarnd.Permit for=the existing 32.4'x40.3 one-story dwelling with attached•,10.2,x20.4' enclosed screen porch; remove existing main entryway and construct new 32.3'x9.6'deck with a partial roof overhang and seven (7) steps to ground; remove existing rear entry stairs and construct a new 7.2'x6.7' entry platform with four (4) steps to ground, and install a 3'x6.7' storage cabinet abutting entry platform; remove existing shed and install in place a new 8'x10' shed; install and perpetually maintain a 20' wide non-turf buffer along the landward edge of wetlands by using indigenous material and native species; install steel edging along the driveway edges to a width of approximately 10' and better define the turn-around; remove existing arborvitae along the eastern property line and replace with skip laurel.and _ hornbeam. Located: 570 Hippodrome Drive, Southold. SCTM# 1000-66-2-12 The proposed action has been reviewedto 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 portions of the action are INCONSISTENT with Policy Standards and therefore is INCONSISTENT with the LWRP. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 9. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions The as-built structures were constructed without a Wetlands Permit. The proposal to construct new 32.3'x9.6'deck with a partial roof overhang and seven (7) steps to ground remove existing rear entry stairs and construct a new 7.2'x6.7' entry platform with four (4) steps to ground, and install a 3'x6.7' storage cabinet abutting entry platform; remove existing shed and install in place a new 8'x10' shed; install and perpetually maintain a 20' wide non-tun`buffer along the landward edge of wetlands by using indigenous material and native species; install steel edging along the driveway edges to a width of approximately 10' and better define the turn-around; remove existing arborvitae along the eastern property line and replace with skip laurel and hornbeam is recommended as CONSISTENT. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold C - LSP CQM,M MCY ASSESSME T FORM MA 1 0 2021 SKUiold Town A. INSTRUCTIONS Pla.,mmo Bo,-d 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 siccant 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.musi be exp�in detail.ht both gunk t d_nou- supgortiina facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it.shall not.be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1 000-66. 2 . - 12 _ PROJECT NAME Harris Residence The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: 0 Nature and extent of action: Expand the existing front entry deck and replace the existing side entry deck. Install non-tu prove driveway with steel edge, compacted gravel surface, �� refresh foundation planting, replace existing shed in rear yard. Location of action: 570 Hippodrome Drive, Southold, NY 11971 Siteacreag e: 9,940 Sq. Ft. Present land use: SINGLE FAMILY DWELLING Present zoning classification: - R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:_ _ Eileen Wingate for Quiet Man Studio (b) Mailing address: 2805 West Mill Road,Mattituck, NY 11952 (c) Telephone number: Area Code( ) 516-818-9754 (d) Application number,if any: , 104 Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No Q If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that,enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑x Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LMW Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No F] Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ Nox❑ 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 1WRP Section III—Policies Pages 8 through 16 for evaluation criteria F] Yes ❑ No a Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria El Yes ❑ No ❑Not Applicable installation of a non-turf buffer and rep lacemeht with indi inous plant material may heig tp improve the quality df Hippodrome Creek. The selected plant material will also help to stabilize the creek bed. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. FAI ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. F] Yes ❑ No Q Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluatiop criteria. Yes 1-1 No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria El Yed[] No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III--Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No n Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No n Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. !J Yes El No Q Not Applicable PREPARED BY TITLE Owner DATE �` /f 0 N. 480 40140" E. 142.67 BAYBERRY GRASS & GRAVEL DRIVEWAY INA ! '' � __- we"•�=�B E L I A CAREX 9ROUND.COVER TRANSPLANTED LAUREL— AW . ASARIUM 0 ;co z co j > 3*0 4 T GAUL, C) C? IM 01 A 14e, S"O;Kl 0 BLUE BERRY 2 57.7- i 1; No& COVER -s S C) ��, ,Y P/aY�l'I C '111� ' y o 10A. C) `^-' cfis �+ .............. �NAVW E C E LOBELIAwe -118.38" D % S. q.$° 40# 40 REMOVE EXISTING ARBORVITAE REPLACE WITH SKIP LAUREL 4-5'HT �IAP qn2i AND HORNBEAM 11/2-2" CAL. LANDSCAPE PLAN SURVEY OF LOT 9 BLOCK 4 MAP OF BEIX,kDON ESTATES FILE No. 1472 FILED MARCH 16, 1946 SITUATE' SOUTHOLD ro TOWN OF SOUTHOLD a SUFFOLK COUNTY, NEW YORK O S.C. TAX I0. 1000-66-02-12 AUGUST 25, 2020 VE EE FMAR LJ 10� y¢d aiD� AREA 9,940 sq. ft. 2021 (To T1E NNE 0.228 ac. LIQ, °o NO, Southold Town Board of ustees hyo CERTIF,IkD. '0- ,i , ,s M§LLY—HARRIS HA^ET TITLE AGENCY a TITLE No. HTA=6579—S DP N dQ Ja,. \ y 4. 1 `oos U 1 a O,, ti �4 0 ==INID wRN THS 4�1DN0Imum 7RLE EA93MI. By 0CIA710 FTED EE N VE ?a AND 6iATE LAND •� ' �a \ �w,,� S \ip. Y " 9)\ ,ed ORnflGY. ,�Y sS. 1 a - 1 N Y.S LIc No. 50467 io"6°sIJB�+er� naAnoHA-0QF N Nathan TaftSECTION 7 or�o�n III "VOW44D EDUGTITN9Uyl�THE NEW YORK STATE $Aa §wNG Land SurveCOPIESyor LANDTO5GREYm GDAuplSeCOSEOWERO _ (� CERTIFIGTWm3 INWCATED HkTa q,t SFWL RUN Succ6i6or To.Stan]ey J.Isakgon,Or.LS I ONLY 7O 7HE f r'FOR WHOM THE SURVEY Joseph k Ingegno LS \x 6 7AI Af1O'ON MS BF}y1l/To THE TRIS COMPANY,6GVt3MNENTAI AOENaY AHO Yu Surveys—Subdivisions — Site Plage — Canshugtrga Layout �(\ TENTING MSTRItRON 1tTIED HEREON.AND 1 \ TO TME^�'�" THE T n- PNbNE 631 7 runGN.c€RTIFlp11TioNs ARE NOT TWSMAME. ( )27>2090 Fax (631)727-1727 THE! OF RIGHT OF WAYS 0MCES Ll rAty AT MUNG AWI?ESS C� ANO/aR F�SEHENTS OF RWIF 1586 Man Road P 0 Bax 16 ANY.NOT'Hoy.ARE NOT pUARANiEED JamasPOft,New York 11947 Ja_mesport, New York 11947 ME MC 11 Kn � Ai a v v�,�1 �- �a •�) 1\\�M�)�-`a"';, a esa- f � 3••S T2A 1 1 C21 // -,i q'k r q`Af�'P�'�* - s1 � }v "ter '' tea _ �e45^.,g a '•'�J �^ASF �Dr „�a?': •�h 0 ' 5 c` w COUNTY OF SUFFOLK® N NDTICE E P'E _ a�cr,n 1000 SEf.T'R!W__ nr R<a Property Tu ce SeniARaD u.rrrew�wm+nw axe aR v ' W Opp E pamlal,puoiur.wraMF yr o. aWn1DLD cC N w��__,__ �__ _� �•'• r r•.•• • JM,Crnrrr hi.a.)QMMLL\Y 1/MI M D __.__ ..nc _—ww—_ `^ —__— s.ra. (21) o-... .. ',FP"• wwrrei 0ewrf.edvrre D p ...... � -u I-In M 1 waik r • vi 1 NogTH - ttt -� -- - •- A =•"Vic ?RopelZ LI " e AMIN ,t rz,OQ + PF,0MP.T%fLI "Fwoo Quiet Man Studio Eileen:516.818.9754 eileen@quietmanstudio.com 2805 West Mill Road Matti tuck , New York March 29, 2021 Plant List for Harris Residence Quantity Common Name Botanical Name Size I 1 Bayberry Myrica Pennsylvanica 3'-4'ht. 25 Early Sedge Carex Pennsylvanica 4" pots 10 New England Aster Aster Novae-angliae 1 gallon 10 American Wintergreen Gaultheria procumbens 4"pots 1 Lowbush Blueberry Vaccinium angustifolia 5 gallon. 6 switch grass Panicum virgatum 1 gallon 22 Cardinal Flower Lobelia Cardinalis 1 gallon 6 Joe Pye Weed Eutrochium purpureum 3 gallon 60 Wild Ginger Asarum canadense 4" pots 4 American Hornbeam Carolinian Carpinus 6'-81ht. 8 Skip Laurel Prunus laurocerasus 67ht. Page 1 APPLICATION FOR BUILDING PERMIT Condon Engineering, P.C. 1755 Sigsbee Road NEW FRONT PORCH AND REAR STOOP Mattituck, NY 11952 GENERAL NOTES: 1.ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK ` STATE UNIFORM BUILDING CODE,AND THE NEW ' NORTH IL Uj YORK STATE ENERGY CONSERVATION CODE, \N, 00 AND LOCAL AUTHORITIES. - ------2-ALL-CONCRETE BE-STONE--- Uj W AGGREGATE WITH A MINIMUM 28 DAY STRENGTH OF 3000 PSI. �ry61�' W �°a Q 3.ALL LUMBER SHALL BE GRADE STAMPED \� O DOUGLAS FIR-LARCH STRUCTURAL GRADE#2 ' 0 � � LU OR BETTER. / Q Z 4.PROVIDE DOUBLE HEADERS AND TRIMMERS '� \ V 0 AT ALL STAIR AND FLOOR OPENINGS,POSTS ` Li 00 AND PARALLEL PARTITIONS,EXCEPT AS NOTED ` ON DRAWING. ' > a a H 5.BRIDGING TO BE PROVIDED FOR ALL JOISTS ,' `��, z I�/ o O AND FLOOR BEAM.SPACING NOT TO EXCEED 8 / Py A° N FT. 6.ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S)PRIOR TO Qy EXISTINGI STORY W T START OF CONSTRUCTION AND ORDERING OF p�' S5�'G FRAME OUSE E 6 Z Z + MATERIALS.THIS FOUNDATION HAS BEEN .O� �, SHED DESIGNED FOR A SOIL BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5% CONTRACTOR SHALL VERIFY THAT THESE ' �i NEW REAR BECK 2. CONDITIONS ARE MET.ALL FILL BENEATH ' ' v CONCRETE SLABS TO BE COMPACTED TO 95% WISTORAGE BOX RELATIVE DENSITY. �\ �,' o\ � E C E � V ETIN e i � NEW FRONT PORCH i�� SC'REEN 70 \i * D 7.DO NOT BACKFILL AGAINST FOUNDATION • PORCH � S't WALLS UNTIL FLOOR SYSTEM IS INSTALLED. MOVERHANG Y 8.ALL HEADERS 6 FT IN LENGTH AND OVER TO MAR 3 0 2021 BE SUPPORTED BY DOUBLE UPRIGHTS,9 FT ° AND OVER BY TRIPLE UPRIGHTS.ALL HEADERS ? \\ ��� \.` TO BE MINIMUM OF(2)2x8"OR AS NOTED ?� ` ° 2p� Southold Town J w 9.PROVIDE FIRESTOPPING AT ALL LEVEL �� �S, �� 9\ �, \� 11 �� ,� Board of Trustees � (` PENETRATIONS. ° \ ' W E® 5I6E4 , 10.PROVIDE FLASHING AT ALL ROOF BREAKS, !Z cp9' Ott Nps' CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS, WINDOWS, DECKS,ETC. - 11.DO NOT SCALE DRAWINGS 9` �PiL /��• LOT SIZE 12.DESIGN CONSULTANTS OR RECORD 2,52,, `� �, Qy •�' s,saosF PROJECT: 2021-002 ARCHITECT-ENGINEER ARE NOT RESPONSIBLE \ 9j p,� FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS CONSTRUCTION 'g• BUILDINGS PATIO AND DECK DRAWN BY: DLB PROJECT.FEDERAL,STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE i EXISTING THE RESPONSIBILITY OF THE CONTRACTOR(S). S1 1TING TING 13.DESIGNER,ARCHITECT,OR ENGINEER MUST •O�, EXISTING 0 0 CHECKED BY: JC BE NOTIFIED IN WRITING BEFORE ANY PROPOSED PROPOSED CHANGES ARE MADE TO PLANS. osF. 3zssF. DATE: JAN. 25, 2021 14.ELECTRICAL AND MECHANICAL GARAGFJCABANA TOTAL COMPONENTS TO BE DESIGNED AND SPECIFIED osF 3sasF SCALE: 1 20'-0" BY OTHERS. • TOTAL 15.CONTRACTOR SHALL OBTAIN ALL PERMITS PROPERTY LOCATED AT: 1513 s F POOL AND INSURANCE NECESSARY TO PROTECT THE SHEET NO: ENGINEER AND OWNER. 570 HIPPODROME DRIVE SOUTHOLD,NY 11971 o s F TOWN OF SOUTHOLD COUNTY OF SUFFOLK,STATE OF NEW YORK ROOF RUN-OFF DISTRICT: 1000 SECTION:66 BLOCK:2 LOT:12 o c F Condon Engineering, P.C. 1755 Sigsbee Road Foundation Notes: MattitUCk, NY 11952 1 The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Engineer prior to construction. 1 -All concrete 4,000 psi after 28 days minimum UJ LL 2-All rebar ASTM A-615 Grade 60. OO 3-Footings are to be installed on undisturbed virgin soil.The 11-- Z bottoms of all footings are to be installed a minimum of T belowW grade unless indicated otherwise. Q W 2: , aLU W = `. 4-All snap off form ties are to be removed and remaining G V- openings are to be sealed/grouted. Z U) N Z • 5-The foundation contractor shall coordinate with the plumbing = W p ——— —, and electrical contractors relative to installation of sleeves and ® JO other penetrations prior to pouring concrete. at O CL x CL_7 j 6-Install isolation joints along foundation walls and at column and _ = other floor penetrations. Z p O sN W —————————— — 7-Installed contraction fonts in the cellar floor slab every 18' LL. � minimum W 2"x 8"MCQ D.J. \`I�/ 8-Foundation excavation is not to be back filled prior to the z @ 16"O.C. 0I installation of the floor framing 9-Backfill along foundation walls is to be clean material and is to • o I be mechanically compacted in 6"lifts to 95%of maximum dry N; 4"x4"MCQ POST density. 2 z B"Mc4 j+ UPON 18"SONOTUBE FOOTING 10-Follow cold weather concrete treatment relative to add F ' LEDGER BOLTED ( mixtures in accordance with ACI 212.3R.Use Air-Entraining '� Whr LAG BOLTS \ / admixtures per ASTM g C260,AASHTO M154 or Water Reducing "� A a —16"O.0 STAGGERED I and Set-Controlling Admixtures per ASTM C494,AASHTO M 194 only.Do not use Calcium Chloride or other corrosive type admixtures e EXISTING I , SCREENED PORCH PROJECT: 2021-002 EXISTING RESIDENCE DRAWN BY: DLB (NOT PART OF FILING) "_El CHECKED BY: JC DATE: JAN. 25, 2021 SCALE: 1'-0" 4 L Sou+��► �`"'n SHEET NO: PROPOSED REAR DECK FOUNDATION PLAN Condon Engineering, P.C. 1755 Sigsbee Road Framing Notes: MattituCk, NY 11952 The contractor Is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction Wood Framing 1 All lumber is to be No 2 or better Douglas Fir Larch(N)with the following minimum specifications Fb=825 psi d W Fv=95 psi Q Fc perp=625 psi 0 E=1,600,000 psi 11-- 2 All Parallam(PSL)Lumber is to have the following minimum specifications LU W LU r Fb=2,900 psi W Off! _] Fv=290 psi V-- Fc Fc perp=750 psi IV- E=2,000,000 psi C LIJ } 3. All Microllam(LVL)Lumber is to have the following minimum specifications QZ W 0 Fb=2,600 psi -- --- --( Fv=285 psi O O Fc perp=750 psi E=1,900,000 psi d d 1_- STORAGE I 4 All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the �— R = O CABINET following minimum specifications Z C ----------- Fb=3,000 psi { psi Fv=300 psi � Fc perp=805 psi E=2,100,000 psi LLI 5 All beams fabricated with multiple Laminated Veneer Lumber boards are to be Z nailedibolted in accordance with the manufacturer's specifications. 6 All TJIs are to be installed in accordance with the manufacturer's specifications and CV shall include squash blocking and web stiffeners at bearing points on girders and WOODDECK - other load bearing areas 7 All straps,connectors,plates,bolts,nails,etc are to be galvanized or stainless cV steel Designated connectors,strap etc.on these drawings are made by Simpson 4R UP �p unless indicated otherwise.All connectors,straps etc are to be nailedibolted in ry q O� co accordance with the manufacturer's specifications ri K NE@t!p�� y �QO 8. All floor sheathing is to be 2%2 inch AC type plywood,tongue and groove,with an �7l APA span rating of 48124 Floor sheathing shall be glued and screwed to the floor 9" ____ ____ joists(6"O.C.edges and 112"0 C field). c� 9. Ail wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be C� nailed with 10d common nails 6"0 C edges and 12"O.0 field 10.Salid blocking is to be installed every 8'max or mid span of all floorjoists with spans exceeding 8' 00� I 11 Double joists are to be installed below parallel walls - G� EXISTING I 12 Blocking is to be installed at all point load bearing points �� y SCREENEDPORCH I 13 Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicate ZZ otherwise. � ^ 14 All bolts nuts and washers are to be hot dipped galvani ILIVJ' Steel Notes : OJ ECT: 2021-002 EXISTING RESIDENCE All steel Is to be ASTM Specification A-99250 MAR 20 WN BY: DLB (NOT PART OF FILING) • All Tube Steel ASTM A500-GR-46 All bolted connections are to be made with A325 bois South( Id To C ' ECKED BY: JC All welded connections are to be done by a certified velder and conMird o Trust$$s AWS and AISC standards All weld joints are to use E70XX electrodes DATE: JAN. 25, 2021 Steel is to be cleaned and shop prime with one coat TNEMEC 37-77 W Chem- Prime at2.0-30MDF. cCALE• 111 — 11-011 4 X"web stiffeners are to be installed at all point load bearing points and over all column supports All columns are to be bolted to steel girders with X'bolts and to wood girders SHEET NO: with X"lag bolts PROPOSED REAR DECK PLAN All girder splices are to be made above columns 3 Condon Engineering, P.C. 1755 Sigsbee Road • Mattituck, NY 11952 CL LU O V EXISTING RESIDENCELLI (NOT PART OF FILING) LLI co Q W ti o W r. a �wz EXISTING W o 0 FOUNDATION 00 --------------- --------------------------- - �" = o - Z � 2"x 8"MCQ LEDGER BOLTED -� ; W W L W/-"LAG BOLT 0 _ i— N LL. C3 cj U 16"O.C.STAGGERED CJ U -0 002 2"x 12"MCQ GIRDE LU x °X° o (U 4"x 4"MCQ POST N CV _ U� WRAPPED IN COMPOSITE `" io I UPON 24"SONOTUBE FOOTING ��------��-x(2)2"x12"MCQ GIRDER - c o 2-4 24 04 _ ce) 4"x 4"MCQ POST i UPON 18"SONOTUBE FOOTING syy•o;,;'. ®� ----- 1(2),?"x 12"MCQ GIRDER 10'-3" 13'-6" coo 1684 ° °° PROJECT: 2021-002 DRAWN BY: DLB Q.� �A CHECKED BY: JC SIMPSON POST ANCHOR ABU44 DATE: JAN. 25, 2021 POSTMCHOR C E V f 1 N.T.SI I ))I SCALE: 4"= 1'-0" MAR 3 0 2021 r SHEET NO: PROPOSED FOUNDATION PLAN a Sout i101d IJVr4 Board of r rusEao> Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 CL W oV ca EXISTING RESIDENCE UJI (NOT PART OF FILING) a W ti c In 04cn � r C � LJJ � a co NZ EXISTING i W c o LIVING ROOM +'' ---- 00 CL x ---- ---- ---- ------ ------ NDUv NB9 z i�/ o O w L � COVERED AREA w WOOD DECK ZR UPME �b ---6' 32'-3" PROJECT: 2021-002 DRAWN BY: DLB CHECKED BY: JC E C E DATE: JAN. 25, 2021 SCALE: MAR 3 0 2021 SHEET NO: PROPOSED PORCH PLAN I Board 1-F' `;::._ Condon Engineering, P.C. 1755 Sigsbee Road • Mattituck, NY 11952 a W o V EXISTING RESIDENCE N Z LU (NOT PART OF FILING) Q W ti LLI w Q Q Os r G W a c � Z EXISTING i x W o �o ---- ---- ---- C 0 LIVING ROOM 0 00 ---- _____ _ a c a 0 ------------- --- ------------ iQ 2"x 8"LEDGER BOLTED of U O 1 Z N � ti iW iW W!�"LAG BOLTS �I O I I= W LA 16"O C.STAGGERED co�p \ U_ IW �� x coy z i N 2"x 8"R R. Imo 2"x 8"R.R. NI @ 16"O.C. ,� @ 16"O.C. `1s 0 I� PROJECT: 2021-002 DRAWN BY: DLB CHECKED BY: JC 9 DATE: JAN. 25, 2021 Inn SCALE: 4" = 1'-0" VAR 3 Q 2021 SHEET NO: PROPOSED ROOF PLANT, of _ _ Condon Engineering, P.C. 1755 Sigsbee Road • Mattituck, NY 11952 a W o V N Z a W > ; LU cQ' T C W T W 00 I IT 11 11 IT II 111 11 111 11 1 1 a CL® a �z _ 0 IITIIIII-I 1111111 11 L2 U11-11 11 1114 1111 11 111 W Z I IN 4 on ---------- NFago El :1::111:1 A 51 PROJECT: 2021-002 DRAWN BY: DLB C E .NECKED BY: JC D ATE: JAN. 25, 2021 MAR 3 0 202 GALE: 1" = 1'-0" 4 • ,,�,;,,�� HEET NO: PROPOSED SOUTH ELEVATION (FRONT) Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 W o V � z a W > ti uj D o �' M Lu Lu W w w 00 ate. to o_ I- LL. -- rF = o z = Hill 111111 11 IT 11 11 IT HL I 1 1, L I I I �'���� !• c. '®Ori ITH Hill I mil mil 14,ILI 11 MINT PROJECT: 2021-002 DRAWN BY: DLB CHECKED BY: JC D DATE: JAN. 25, 2021 MAR 3 0202 1 SCALE: 4" = 1'-0" , �;n SHEET NO: B cj C i� PROPOSED EAST ELEVATION --- - - Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 ERIOR SIDING LASHING IIS W ECKING 0 CO) a W > � LLJ m �_ c C W a U)uj oz FLASHING DETAIL 0 NIS ��/ 00 2 i+� d U) d H Z = O LL. W Z 11 IT 11 1111 11 11 IN 1111 IMPSON LUS28 HANGER 111 111111 W111 111 11 11 COMPOSITE DECKING I IIITII 11 11111 111111111111 HIT o t bi" MEIIITII IIITII 11 11111Q (2)2"x 10"DECK GIRDER e� OLTED WITH 1"0 BOLTS SIMPSON H3 16"O C STAGGERED ° HURRICANE CLIP IMPSON BC4 'd 2"x 8"LEDGER BOARD IMPSON PB44 Q� OLTED WITH r H BOLTS , "0 C STAGGERED °a GRADE 5 sl • • 24"SONOTUBE " FOOTING '44 . PROJECT: 2021-002 a• DRAWN BY: DLB ® fl I CHECKED BY: JC ° • MAR 3 0 2021 DATE: JAN. 25, 2021 SCALE: ll = 1'-0" 4 SHEET NO: SECTION DETAIL PROPOSED WEST ELEVATION NT.S 9 a TOWN OF SOUTHOLD Condon Engineering, P.C. TABLE R301.2(1) 1755 Sigsbee Road ` CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Mattituck, NY 11952 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD SNOW SPEED DESIGN WEATHERING FROST UNE TERMITE I DECAY DESIGN UNDERLAYMENT HAZARDS LOAD MPH) CATEGORY DEPTH TEMP REQUIRED 20PSF 140 B SEVERE 3-0' M-H S-M 11 YES NONE DESIGN CRITERIA BEING USED. 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE AND W a 2016 UNIFORM NEW YORK STATE CODE SUPPLEMENT 0 y Simpson LSTA30 Rdge _ a/ W OR HFJOQ trap at each Ram NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193 Q W a: JointDescription Numberornads Ned Spacing Lu Q Simp on MT530 Rafter Strap Root Framing arum at each Rafter Tad Ra6ertolapplate(TceNailed) 38d Per Rafter Q oppu Ceiling Joist to top plate(Toe Nailed) 3-8d Perjort Z U) 2 Z CedmgJOlsttoParauelRafter(FaceNaaed) 6-16d Eacrlap = W■ ■ ■ 0 Q_ Ceding Joist Laps over Partitions(Face Nailed) 6•16d Each lap 3100 Collar Tie to Rafter(Face Nailed) 38d Per Tie Simpson H2A Humane Ties Blocang to Rafter(Toe Nailed) 38d Each end 0 0 at each Rafter Tad Run Board to rafter(End Nailed) 2.16d Each end 0 d = aFraming a a 11-- Top Plate to Top Plata(Face Nailed) 2-16d Per Foot I- = O Top Plate at Intersections(Face Nailed) 4-164 Aft ea S1de Z p to Stud(Face nailed) 2.164 24•o c Il'- N Header to Header(Face Naffed) 16d 16'o a along edges ix Top of B*m Plate to Stud(end Nailed) 2-16d - Per 2x4 StudQ 3.16d Per 2n6Stud W 416d Per 2x8 Stud Z Bottom Plate to FioorlosL Band Jost,End Joist,or Blodung(Face Nailed) 2-16d '2 Per Foot oor rammg Joist toSiO,Top Plate or"er(Too Nailed) 4.8d Perkst L Bridging to Jas t(Toe Nailed) 2-0d Each End Bloclung to Jost(Toe Nailed) 2.8d Each End Blodong to Sill or Top Plate(Toe Naded) 3.16d each block 4 STRAPPING DETAILS LedgerShip lo Beam(Face Nailed) 3-164 each joist Jost on Ledger to Beam(TOD Naded) 38d periost N.T.S Band Joist to Joist(End Nailed) 3.16d periost Band Jostto Si0 orTop Plato(Too Nailed) 2.164 per feet Koot Shealning Sbuc4ml Panels Bd Diagonal Board Sheathing 3'Edge 14'Field .n RIDGE Iworlw 2.8d PerSuppod 1k10'orWider 38d IPerSupport a 1 r r eling ea Ing EXISTING ROOF Gypsum Wallboard 5d coolers 7-Edge/16-Field Wall ea mg o ® o (D ®o Structural Panels 8d T Edge 14'Field p I Rbetoad Panels — — — —I� — 7116' 6d 3'Edgel6'Field ® I©I ® © lel ® 25x32 3 Edge Field PROJECT: 2021-002 Gypsum Wallboard 5d coolers r Edge 110'Field HardBoard 8d 6'Edge 112'Field 4'— PaNdeboard Panels lad 6'Edge 112 Feld DRAWN BY: D L B t—RIDGE Diagonal Board Sheathing lWorlW' 2Ad persupport t-looreaIng,'xworauder 3-M 1 persuWI+ CHECKED BY: JC Structural Panels 1'orless ad Edgel4'Field DATE: JAN25 2021 greater than+• 10d T4'Fre .Edge lld , ZONE 1 ZONE 2 ZONE 3 Diagonal Board Sheathing 1'x6'ar15kB' 2dd yrs FIELD 6"OC 12"OC 4"OC 1x10 arxder 3Ad persuppod qq4LE: Orr = 1 r—On t PANEL EDGES s°oc 6-OC 14-OC "ROOF SHINGLES: NAILING REQUIREMENTS FOR 140 MPH,3 SEC PEAK GUST, FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM ET NO: "ROOF SHEATHING WITH 6D COMMON NAILS OR 10D BOX NAILS OR COPPER ROOFING NAILS MIN OF 12 GAUGE SHANK WITH A MIN OF 318"HEAD ATMF1661 OF A fit A R 0 1 LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 314"INTO THE ROOF 1: ROOF SHEATHING NAILING DETAIL SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 314-THICK THE FASTNER SHALL I; 5 PENETRATE THROUGH THE ROOF SHEATHING10 N.T.S R905 26. ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. S ou i;l o 3 C ! j Board of Tru air .