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HomeMy WebLinkAbout1000-144.-5-15 OFFICE LOCATION: O��QF SOUTyO� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 �p� Telephone: 631 765-1938 Counm,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President 'Town of Southold Board of Trustees From: 'Mark Terry, Principal Planner LWRP Coordinator Date: March 14, 2016 Re: Local Waterfront Coastal Consistency Review for MARK COHEN SCTM# 1000-144-5-15 Joan Chambers on behalf of MARK COHEN requests an Administrative Permit to construct an enclosed breezeway in between the existing dwelling and garage. Located: 820 Old Salt Road, Mattituck. SCTM# 1000-144-5-15 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. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. i l ` To ~ of Southold D C u U LWRP CONSISTENCY ASSESSMENT FORM MAR 0, 2016 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", then the proposed action may affect the _-_ achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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 SCTMW d The Application has been submitted to(check appropriate response): Town Board Planning Dept. L Building Dept. k&J Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 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: M- cation of action: Site acreage: 6 -A d4 C — � Present land use: 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: �� � � �''� `� C ti XE" -(b) Mailing address: TD Box O LO IQf (0, (c) Telephone number:Area Code( ) �'�� 4 �-- (d) Application number,if any: 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? DEVELOPED COAST'POLICY U(?-L,D CCTt a P®iicy 1. lF®ster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes benef ciat use of a coastal location,and minimizes adverse effects of development. See LWRP Section HI--Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable l—f'b r6 S` t A m 0.L�(� Attach additional sheets if necessary Policy 2. Protect and preserve Historic and archaeological resources of the Town of Southold. See LWRP Section M—Policies Pages 3 through 6 for evaluations criteria ❑ Yes ❑ No Not Applicable of"I'c ditional sheets if necessary L®licy 3. Enhance visual quality and protect scenic resource throughout the Town of'Southold. See WRP,Section III—Policies Pages 6 through 7 for.evaluation criteria Q Yes Q NoNot Applicable S E—. E�T t Q 2NC--id 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 M—Policies Pages 8 through 16 for evaluation criteria Yes ©.No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and•supply in the Town of Southold. See LWRP Section IH —Policies Pages 16 through 21 for evaluation criteria © Yes © No PrIoNot Applicable ADD ETOZ • T Attach additional sheets if necessary Policy 6. Protect and restore time quality and function,of time Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section In—Policies; Pages 22 through 32 for evaluation criteria. 0 Yes ®No Not Applicable . I fji A�fs 55 id° F Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. Se 4 Y e LWIIP Section III — Policies :nrs�0� - Pages 32 through 34 for evaluation criteria., ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yell No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES ' Policy 10. Protect SouthoId'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 DilNot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use-of living marine resources in Long, Island' Sound, the Peconle Estuary and Town waters. See LWRP Section M—Policies;Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evaluation criteria. ❑Yes El NoNNot Applicable -:Attach additional sheets ffnecessary 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 El No Not Applicable Created on 512510511:20 AM SURVEY OF LOT 4 N MAP OF SALT LAKE V I LLA6E FILED MAY 10, 1x40 FILE No. 1310 W E AND DESCRIBED PROPERTY �- 51 TmTE�: M,�TTI TUGK 1 790, =9 TOWN: SOUTHOLD 9Po, SUFFOLK COUNTY, NY Z SURVEYED 04-03-2014 PROPOSED ADDITION 01-14-2016 ° a0 �� `,�` - 4,�2 SUFFOLK COUNTY TAX # 9 rt� g� Fs�Q o7�a eS 1000-144-5-15 tC3��► c�, i c � CERTIKED 77[x: PQvement "k6� MARKBARRYCOHEN N Esm 1ti FIDELITY NATIONAL T=INSURANCE C®PAN Y �jSMrO� FMT REPU ELIC RANK Arn A + ro 1" rn -( 24.2' \ ADDITION ry 2 STORY 1 zNp a o 9 OUT o 4� FRAME HOUSE 1 DECK o SHOWER I WOOD \ o, DECK , _ 2nd FLOOR OVER 2`F$" OPEN WOOD DECK 1f\ `33Br /. 1 � /:f `f�•V1, VE LOT GOVERAGE GALGS. Okv IIt � ` `OX F�Q� EXISTING HOUSE 1,518 S.F. EXISTING COVERED PORCH 431 S.F. EXISTING DECK 118 S.F. ' ` p 1� TOTAL EXISTING GOVERAGE 2,121 S.F. OR 12.4 / gTONi= % eat ^/"�,� -� _ `�'YS,F 5020 PROPOSED ADDITION 315 S.F. (tte\\"0 a\O" P�9•V^ .-� � g4�sv EXISTING AND PROPOSED GOVERAGE 2,442 S.F. OR 14.35o �.�G�°� Z i 7hmu ilea alteration or aaaK�to o survey ,_.l—� n'm x�ug o icensea rma w-.e 2 seal n e nlotba of—t—7209, "2. b-anis(-],of the New Yor State Ed .twe Law' �,--.�--� Vnly capbe from the on"TI of the cammssrvey �r—�"'� Kea.wn on or gr.oi a retro eweyorb etompea seol mall be e too he.mud,-. erth _ NOTES: •ewa"aa ewicatea rusreon egu'r9 rot°'. root tnta ®� survey was prepares maoceoraanc iYn the e.- � MONUMENT FOUNDt.t.�cam of nraatre r Iona sut.,ey<.caoptoa a!Ins New YarK State Paaocration of Profe»oml toe s.neyore saw certvv Braes vnu ria ony � to the parson ra wtan Iro xrney b prepares, �.1—� as a,�eehat to the tnie company go.,ar,.nea- HOUSE AND GARAGE ARE IN FEMA FLOOD ZONE X `ttro a»r �e iewKg 000q an u,Me rase a-a rot o-a>&reraare ra Enobt awl rrotrtutK- AS SHOWN ON FIRM NUMBER 36103GO482H AREA = 20,286 sf or 0.4-7 acres JOHN C. EHLERS LAND SURVEYOR AREA MINUS "BEACH" 1-1,134 S.F. 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG SCALE III= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.—C,\Usets\lohn\Drop4ox\03\03\03-217 update 04-01-2014.pro I a �s 1 1 y ko h 19 e 293 � m .a q c ° • • O 00 � �,a a � .•` Y` ,a,`M1 '`a P` 8 � • R k r � S M1q 18 "(�, ° 15 a,• q " •, •c C+y y0 \q y 9 • .� Y It �� a S q5\ 11 P + .q fi- �� � M p0•o c" a p6 ep ' O ab PIO,O G N (ZI) „ O .o.,....� NOTICE �n COUNTY OF SUFFOLK © K SWTNOLD SECTION NO • M1,.�,=N° ., N ---- ��•� --.-- �_�--_ -- R Real Property Tax Service Agency v _ ..�u.•°��;'�" 144 '' Board of Trustees Application GENERAL.DATA Land Area(in square feet): 1210) IL 0 , 4-7 Area Zoning: Previous use of property: 5 C-ern(l�`� EeS t Q SCG Intended use of property: S(t,3 -L-C (' (�-J C2,,6Y(O E�C-C-, Covenants and Restrictions on property? Yes t/ No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? V1 Yes No If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? V/Yes No If"Yes",please provide copy of decision, 1p..)O"U Will this project require y demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s)on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date 13L-D, eaz-rn(7 00 / Le-rr z, C)F IBJ bf,5 —,J U 9`SM c-R esf No prior permits/approvals for site improvements. N O Q ` L`t ''ZOO 3 Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes,provide explanation: Project Description(use attachments if necessary): tS 4 •��+' '•;.'-�.4.;a` =•*id'<s;�k�; e"''lam ` - 'J. nj•;a •%>.,r�i�i5�`.•i•K:;£`a.,.,',..•,;t'1j1'!M c•'•� c:..nam `t" :�{f �;I'* c� ;.(,^ �y-�'�� s`-Yx"_, ,,'++��..��' �.,,�*:,rr 1`� „a`t•��,"x fir;;._,i-- �� " - ^:� --r-f;`-'�(-`�•Je:nz:> �� 3.•'i95 i"3' e ;i*-,-�;,y.i. Mcg tit l l C k ;o, Qt £'3�� ,1i%il�?, " �L�' F.N^t, J fir t. 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''; frs; ' >• �3`” 3,�r�hr' "tnn - .7. tn..riY. �:�,;`; ,��f'k s• ,,�r,�.' F.,'>r`�a „M^ rig. a.,. r--�-4r=' �•mr7c ;#: �� ,'•_,,., -y�' , _s- t , a.�^,`-�'"•,s:� '�^�t ,x;"`�,5��':m+Jsd�:•,�F'^.�^v:�s;.�;�.�':c' ':-.,&-y v nl, ,��-4I,�' ,�.r,. q'�-,i''�C'`'`�' 'it „r ��a"..'J,te'd':�+1'�'✓.-,,.^k+,`�"r<eoL'tdr,.eJFNwm.,,.>.,,rF`iL*k":� .3>;,� '�sr��'}P `3.'. ,�,¢ 1� te,"�'-, --A ,6`', ., ,r.,s»M,�,n�:xi�ratr�=; �s.. ,:k,ai�'S��. .�,.isv�l fir,�ki.m a'>�s.:�i�,S.sabYg �''��,?I•��.t�ui; �� �""a:t.'3 s u 820 OLD SALT RD. MATTITUCK MARK COHEN RESIDENCE LOOKING WEST C)m 1y D x lilt 45 6! ! �' �,ul Ccl) Jy D il� ., VI�!��IIi�ii�iii� , ��i� jl `a AREA O ADDtTlON g . m-'P Im — p I .e Z 820 OLD SALT RD. MATTITUCK 820 OLD SALT RD. COHEN RESIDENCE ' COHEN RESIDENCE LOOKING EAST LOOKING WEST �.Ta g� 1.28.16 llf ------------------------------ Y � , _ GARTGE AREA OF ADDITION T iQENCE— KL'rYrl�'111Ma � t xx �c 5C) ce _ 8';0 .SytL - FU, rn �4�rtvct� GENERAL NOTES COHEN RESIDENCE 1. All work shall conform to the requirements of the Residental Code of New York SECOND FLOOR PLAN OF PROPOSED RENOVATION @ EXIST. GARAGE FIRST FLOOR PLAN OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE State, County and Town Department Regulations, Utility Company requirements and "= 1'_0" _ 1 /4" 1'-0�� 820 OLD SALT ROAD best trade practises. 2 Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required ATT I T U C K N .Y. permits. 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would - IN SINGLE FAMILY RESIDENCE interfere with the satisfactory completetion of the work described herein shall be ' reported to the architect or property owner. Do not start work until such conditions ;..._.- - - 1 have been examined and a course of action mutually agreed upon. Failure to notify — - - _ 144 05 ZONE R-40 4 7 ACRES the owner or architect of unsatisfactory conditions will be construed as an acceptance I""""" - "--'-- } _..-. . of the conditions to properly perform the required work. ( ""(" EXIST. SHED _. -- ............... .... . .. -. . 4. All work is to conform to the drawings and specifications of the architect and l l „ """ _. 103„ PROPOSED: engineer consultants. - _ _ —_ _ _ _. _ 5. The Contractor is to maintain a complete and up to date set of plans on the - 4 CONVERT EXISTING SECOND FLOOR OF GARAGE job site at all times o The drawings are not to be scaled under any circumstances. I 6 } TO HABITABLE SPACE TO CREATE AN ENTERTAIN- 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures MENT ROOM WITH A POWDER RM. including ALSO CONNECT EXISTING GARAGE AND SINGLE storage and toilet facilities,protection of existing work to remain,access to I '" ' 9 ( work area, hours of permitted work,availability of water and electric power and all conditions and restrictions for this articular location in order to execute the FAMILY RESIDENCE WITH A NEW HEATED otherco p {, work in a careful and orderly manner with the least possible disturbance to the public. i ,$'-7" ' ' ,I ; BREEZEWAY. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. l `.l I I --- - ' v i" O 9. The Contractor shall provide all dimensions and cut-outs for other trades. t I {� L I 10. The Contractor shall provide proper shoring and bracing for all remaining structure f I f I z4'-5" Q prior to removal of existing structure. I I FINISH EXIST. 2ND FL. OF GARAGE W/ 1/2" GYP.BD. EXIST. GARAGE 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed I .I I @ WALLS & CEIL. ! _ i ; ( Z 0 persons who shall arrange for and obtain all required inspections. The General i ADD HARDWOOD FIN. FLOOR Contractor shall be responsible for scheduling all other inspections as required. '( I I X EXISTING PROPOSED 12. The Contractor is solely responsible for construction safety and shall hold the Illi I I I 1 X W owner and architect harmless from litigation arising out of the Contractor's failure to I HOME THEATER j W s I 1sT FL. 1517 SQ.FT. 317 SQ.FT. BREEZEWAY 2ND FL. NA provide construction safety means and methods. j } I " I J ii I J EXIST. 2X12 @ 12" OC FL JOISTS ABOVE ATTIC NA CONSTRUCTION NOTES I �I� EXIST. 2X10 & 2X8 ROOF RAFTERS LL V Zo CELLAR NA { I EXIST. 2-2X10 COLLAR TIES U 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. ( . ' i a GARAGE 555 SQ. RENO.@EXIST. 2ND FL. ( ILL 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed albove a 16 oz. t ; } I >> n DECK NA X copper termite sheild. ii I i J \---5/8" FIRE-RATED GYP. BED. Cal CEIL W 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance & COMMON WALLS I � CONTRACTOR: WM TOTH CONSTRUCTION 1 1 with the New York State Building Code and manufacturers specifications. o; 36" RAILING I IiO; 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed € ! I ;z; i I: 516-807-8118 u on by an engineer and certificates, shall be issued statin same. a pp g I - --... - -------- - 6. Unless otherwise noted all framing and structural wood components shall be ic W' ! 1 , HouR FIRE-RATED, INsuLATED, I �,••, SURVEYOR: JOHN EHLERS LAND SURVEYOR #2 or better Douglas Fir. I :Xr -64 0 I ;�, g W` 6 = SELF CLOSING DOOR 7. All framing techniques and methods shall be as prescriptive design based on I o 6 EAST MAIN STREET ! , F DN 0 ISE S@ ;, i O 1 (: ,j; 7_ /2" ;;I " 2-2x12 HEADER ON 3" RVERHEAD NY 11901 AF&P Wood Frame Construction Manual for One and two Family (Dwellings (WFCM) I f i ( tr X STEEL COLS. To FTGS. �N or as specified in R301.2.1.1 I ( !" i1 PWD. RM, I W - - - - 631-369-8288 8. All building envelope components shall comply with Chapter 0 of the Energy [[ Conservation Code of the State of New York. I `'. E I J HALF-wA L �• DRAFTING/PERMITS: JOAN CHAMBERS E >I w %' D 4 S! 6 U 10 RIS RS PO BOX 49 9. Fireblocking shall be provided in all wood framed construction in accordance ( I £ ' ! v .M. roP of { ! $ 7- /r' M SOUTHOLD NY 11971 with NYS Code R 602.8 to form an effective fire barrier between stories and 2 ! ; : BELow i.l: �, 3 between the top story and roof space. 631-294-4241 --i-t;-, '-- -- 10. Protective panels shall be provided for glazed openings in accordance with RAIL NYS code R301.2.1.2 If they are required. ENGINEER. I ! ET BACK NEW WALL KOSKI P.E. I — - — T T _—T OPEN 'RAIL 31, s JAMES J DEER 11. All portions of the new structure are designed to comply with local geographic I T^ 32"' 13'-114 2 3" i 260 DEER DRIVE h following table. f and climatic criteria as stated in the o g t 1 I I I ! MATTITUCK NY 11952 GEOGRAPHIC & CLIMATE DESIGN CRITERIA f ROOF OF BREEZEWAY BELOW I r-- 631-774-7355 I - I CERAMIQ TILE ON 1/2" MORTAR I GROUND SNOW LOAD 45 ps1 i i" 1-1/z" ;MASONRY 1v/ RADIANT MEAT .WIND SPEED 120 MPH FLoc ! � I 2 3/4" PLYWb.SUB i ' 2 ; ; SEISMIC DESIGN CATATGORY B I `WEATHERING SEVERE ,FROST LINE DEPTH 36" — — T 2-2X8 RAFTER TIES TERMITE THREAT MODERATE TO HEAVY 5'_7a' J OCTOBER 8, 2015 'DECAY SLIGHT TO MODERATE I jLIT OCTOBER 251/ 2015 WINTER DESIGN TEMPERATURE 11 FLOOD HAZARD AS NOTED l OCTOBER 2$, 2015 $'-44" _ NOVEMBER 2, 2015 VERIFY LOCATION W/ G.C. - - - --- ------------- -- ------ N SITE NAILING/FASTENER SCHEDULE O ADD TWO ONEW 2C"X20"XS" O RE-USE STRUCTURAL POSTS ) i POUR. CONIC. FTGS TO & HEADERS FROM EXIST. j i - _ = J — —I` _ SUPPORT NEW STAIR HEADER FRONT ENTRY ( ! ! o Z Z-2X8 RAFTER TIES W �i2X�l 1 Q � { JPIS w n o PROVIDE MSTA30 OR EQUAL 2 EXISTING GARAGE FOUNDATION 3 ( , ADD .12'; FIXED LITE; METAL STRAPS OVER RIDGE I ` I '@ EA. BIDE OF DOOR -� Q TO ROOF RAFTERS @ 16" OC NEW ENTRY STEP $ STOOP ! > Y TYP NOT APPLICABLE IF TO MATCH EXIST. ! U j ( '; ! I ( J ~ Q COLLAR TIES ARE PRESENT. W I ! GRADE (GARAGE SLAB) = 0.0" I 3•, I SET BACK NEW WALL ul N aD COMMON @ s" oc @ a'-o" PERIMETER ZONE I I• TOP OF FIN. FL. @ ADDITION = +32.0" b i� I j RE-USE R'-0"x6'-8" FR.DR. — w J y j '& FULL ITE STORM DOOR _ U o 8D CotvlMOfJ @ 12" oC @ PANEL FIELD I Fill. FL. @ ADDITION TO ALIGN W/ EXIST FL. I '9 I ! I I ! FROM E�IST. ENTRY' -� 3 ,., m 8D COMMON @ GABLE ENDWALL RAKE I I I I : � ' ' I' i 1 REFER To TABLE 3 8 WFCM - SBC I TOP OF FOUND. WALL @ADDITION = +17.5" RE-USE BRICK PAVERS W > VERIFY THESE DIG EIJSIONS W/ G.C. ON SITE @I' 9 v 0 • � Z I .• I I i 1 i I IW I N o LU I 2X10 @ 16" O.C. FLOOR JOISTS I I I III O PROVIDE 8 - 10D COMMON NAIL ~ EACH END OF COLLAR TIES T K�2!XS fiEA r1,' — _ -� — — -- — = I W 1/2" PLYWD SHEATHING I I I ES X z PRROEQU VIDEE NT HURRICANE TI 0 OR 6D COMMON @ 3" OC EDGE — — — — I ! __.__r-_�__,_-� t-E1 Vii_ 2-2X$ R,'}F�ER TI N ; TO SECURE ROOF RAFTER 6D COMMON @ 6" OC FIEt-D I - PLATE AND WALL FRAME. •' I ___..._ _._.._......_._._.................___. ___ _ 2X6 @ 16-ACI CEIL JOISTS N — — — — — — -------- --- -- - -- -- 2X4 @ 16" C COLLAR TIES 8" THICK POUR. CONIC. WALL PROVIDE SIMPSOI LPra OR I I } 1 2X8 @ 16" OCROOF RAFTERS 1 EQUIVALENT TO TIE RI f,J BOARD ON 16"X$" CONT. CONIC. FTG. TO DOUBLE PLATE TYP chin -74 2" POUR. CONC. SLAB @ - • CRAWLSPACE i 2; 2-0 j • I IDESIGN CRITERIA: ° PRESCRIPTIVE(AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND PROVIDE SIMPSON H6 OR 2-2X$!RAFTER IES - EQu1VILANT To TIE WALL sTuos �-) 4 I .l ' AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS OF BOTH FLOORS To PLATE & BAND JOIST @ 16" OC " PROVIDE SIMPSON H6 OR I m L I I DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) EQUIVALENT TO TIE WALL STUDS _ N m :O F- To PLATE & BAND Jolsr @ ZD W I - ; N EXTERIOR BALCONIES 60 OC TYP. J PROVIDE SIMPSON LPT4 OR U d X � I • I i .00 I ;W - --, !-I uj LU - I- -+ f m mac`? DECKS 40 EOUIVALENT TO TIE RIM BOAct: Z I I I W { J ,(n i J TO SILL PLATE PLYWD. FLOOR SHEATHING Ir O N (n O I F— p, REMOVE 2 EXIST 18" WINDOWS & " :J ! 'o ? ATTICS W/O STORAGE 10 8D COMMON C) 6" OC EDGE � LL X O Z I • • Z I I ,LL .. . ATTICS W/ STORAGES 20 aD COMMON @ 1r' oc FIELD I IW z RE-LOCATE EXIST. 3'-0" UNIT o �M W N w I ( �� RE-usE Exlsr. HEADER ; I ROOF (GROUND SNOW LOAD) 20 PROVIDE APPROPRIATE METAL W m w o o I I ( �� k z' o" 2 ..: ROOMS ( OTHER THAN SLEEPING) 40 PLATE WASHER, NUT & ANCH 'R W Q Z O O J I W { - I BOLT To TIE SILL PLATE To N > I I I > — — — ROOMS (SLEEPING) 30 VAS FOUNDATION TYP : (n D O `-`- STAIRS 40 6'-0" OC FOR 1 STORY, 3'-0" FOR w o o O w w I - ° NEW 3 11-1/2"X1-3/4" LVL DROPPED HEADER 2 STORIES. 12" FROM CORNERS & LL Q a m > I ° I ON 3 1/z" DIA. ST. COLS. TO MASONRY FOUND. GUARDRAILS 200 OPENINGS ArID BOLTS TO BE MIN. _ _ 12" DEEP m N •^ i i I NEW BREEZEWAY FLOOR TO Z ALIGN W/ EXIST. ABBREVIATIONS LTJ i I I A- 101 FLOOR PLANS, FOUNDATION PLAN uj ADJ ADJACENT NIC NOT IN CONTRACT 0 - o a ALUM. ALUMINIUM OC ON CENTER 1 I $,_11L:: 1 Wco A-201 ELEVATIONS APPD. APPROVED OPG. OPENING BIRD. BOARD PL. PLATE I I 2'-0" EXIST. MUDRM. & LAUNDRY EXIST. LIV. RM. w EXIST. KITCHEN A-301 SECTIONS BRK. BRICK PLUMB. PLUMBING I I _ BOT. BOTTOM PLYWD. PLYWOOD CL CENTER LINE PT. PRESSURE TREATED I - I E IST SIDE ENTRY CLG CEILING � PNT. PAINTED COL. COLUMN PVC POLY VINYL CHLORIDE I I X CONT CONCRETE RCP REFLECTED CEIL. PLAN W I zxto @ 16" O.C. FLOOR Jolsrs 4• I W CONT CONTINUOUS I REQ. REQUIRED I I•. CT. CERAMIC TILE DEMO. DEMOLISH RM. ROOM I 10'-112' DIA. DIAMETER SIM. SIMILAR 2 - 3-1/2" ST. COLS FROM HEADER SPEC. SPECIFIED I I „ . DR. DOOR ' ° BREEZEWAY FLOOR PLAN 2ND FL. GARAGE PLAN STL STEEL_ I •, I EX STO SUPPORT FOUND. A I • il' ' .DWG. DRAWING T.B.D. TO B E DETERMINED •I - -.. ... _.. _--- .— :.-- -- - — -- - _--_ :--.T --- -- -- --- --- -- --- -- -- — — -- ---- - - --- ---- -- — ----- ----- -- ---- ---- --- --- --- --- -- --- FOUNDATION PLAN EA. EACH T & G TONGUE AND GROOVE •ELEC. ELECTRICAL TEL. TELEPHONE `ELEV. ELEVATION ACCESS HATCH EO. EQUAL TO. TOP OF EXIST. HOUSE FOUNDATION ( CELLAR) SEAL: EXIST. EXISTING TYP. TYPICAL DRAWING # EXT. EXTERIOR LINO UNLESS NOTED OTHERWISE GALV. GALVANIZED VIF VERIFY IN FIELD T .._.,... •GWB GYPSUM WALL BOARD W/ WITH HVAC HEATING, VENTING & WD. WOOD t AIR CONDITIONING WP WATER PROOF FOUNDATION PLAN OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE �( I� INSUL. INSULATION 1 /4" = 1'-0" FFB 1 9 2015 a A 101 INT. INTERIOR `LBS POUNDS 4 ' MAX. MAXIMUM -MO. MASONRY OPENING �'• _j 'MIN. MINIMUM MR MOISTURE RESISTANT 1 OF v`� MW MILLWORK COH EN RESIDENCE 820 OLD SALT ROAD MATTITUCK N .Y. PLUMBING RISER DIAGRAM EXIST. DORMER FIBERGLASS/ASPHALT SHINGLES TO MATCH EXIST. EXISTING WINDOWS - NO CHANGES ------- EW ENTRY ROOF Ll L=--]] MATCH EXISTING _............................ ------ -------__.._____._--__--___ RE-USE EXIST. _:......... ...::.:. _... ... __ .- -. STRUCTURAL COLS. - ----- ----- - -- -- - -- ------- -- - --- U ---------- -------------------------- RE-USE VItJYL SIDING, CORNER BOARDS & TRIM XIST. DOO --- -- - -- -- .._...--- ---- -- --- - ..__.....----- ----- TO MATCH EXISTING NEW 12" SIDE LITES T.O. FIN. FL. -- ._. ........ --------- __----- ____.__._____________________.._______.____- ELECTRIC SYMBOLS SYMBOLS EXIST. GAR DOORS EXIST. GAR DOORS R RECESSED CEIL. FIX. EXIST. WALL • -------- PJO C N ES '- NO C N ES D� DOOR OPER. SWITCH —_ — DEMO. WALL • T.C. SLAB EXISTING HOUSE 0- REO. FAN & LIGHT NEW WALL EXISTING GARAGE BREEZEWAY ADDITION SWITCH ADD INSUL. @ WALL 30'-0" WALL SCONCE 01 WALL TYPE GROUND FAULT OUTLET E 1 DOOR NUMBER GR WEST ELEVATION OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE =om SWITCH OPER. DUPLEX E1 WINDOW TYPE -0 UNDER CAB. FIXTURE MW-01 MILL WORK NUMBER APPLIANCE OUTLET F-01 FLOOR FINISH NUMBER QUAD OUTLET C-01 FLOOR FINISH NUMBER S SMOKE DETECTOR APPLIANCE NUMBER C CO2 DETECTOR PLUMBING FIXTURE CEIL. FIX. SECTION MARK EXTERIOR ELEVATION �- ELEVATION MARK OINTERIOR ELEVATION OCTOBER 8, 2015 OCTOBER 25, 2015 NOVEMBER 2, 2015 EXIST. DORMER _ .--....... FIBERGLASS/ASPHALT SHINGLES TO MATCH EXIST. EXISTING WINDOWS NO CHANGES _.. _.__..._ - - A- 101 FLOOR PLANS, FOUNDATION PLAN _ .. - -_....._..._..._..- -._ ._ _. . ------ ___ .------------.-...............-- ------ ......... A-201 ELEVATIONS -- ----------------------------------- - - - - A 3 1SECTIONS Tj 1HL JU VINYL SIDING, CORNER BOARDS & TRIP ------- ------------------------ TF TW 2832 TO MATCH EXISTING ---------------------------------------------------------- ---"� ---- - W JO5 EJ05 W 2 05 2 ---------Ll - ---------------------------------------------------------------- --- EXTERIOR ELEVATIONS - --- -- ------- --- -- -- ----------------- O: f R.ft --- -- - --- --- - ----------------------------------- - - ----------- -- -------- ---- ----------------------------------- ------ ---- ---- ------- ---���-- -- ---- --- -- ---- - - - - - - ---- - ------ -- ----- ----- ---- ---------------- ----------------------- _.-_ __ ---------__. ------_.. SCALE AS NOTED - - - - - - - - - - - - - - - - - - - - - --- - --------------- -------------------------- ----- --- - ---- ---------- _.._..---� --------- SEAL:---------_-_-- SEAL: DRAWING # T O_. SLAB EXISTING HOUSE EXISTING GARAGE BREEZEWAY ADDITION L F F B 1 9 210 � A 201 EAST ELEVATION OF PROPOSED BREEZEWAY, EXIST. HOUSE & EXIST. GARAGE 1 /4" = V-0" 2 OF 3 COHEN RESIDENCE 820 OLD SALT ROAD MATTITUCK N .Y. WINDOW SCHEDULE TYPE RO NOTES ------------------ ---- _--- -----_.-- EEXISWINDOW ................ - ------------ — - --- LT S INGLES TO MATCH EXIST. ROOFING FELT 12 EXISTING PLYWD. SHEATHING 7 RAY CEIL. 2X8 @ 16"OC ROOF RAFTERS �- ADJ. ROOF SLOPE TO R-30 BATT INSUL 2-2Xi RAFTER TIES ACCOMODATE DORMER 1/2" GYP. BD. @ INT. t DROPPED UEADER BEYOND V I — � I EXISTING WINDOWS i I VINYL_SIDING.TO_MATCH EXIST,_.____ � _.._._.....-... ... . .... ....... TYVEK!HOUSE.WRAP --- -- -- ---------------------1-/-2"--PtYWD. SHEATHING Ll -ILI2X4 @ 16" OC'STLp';w LL I 1 ��N MALIL R-15'"BATT.1N YL I, EXIST. --------------1/2=GI'P. BD. @ If4L---- D RELOCATE t.' LINDOWIT. EXIST. _...._. ..................__ _....._----._.._----.._.... O wlNDow TO L V P RMLL DOOR SCHEDULE BEYOND EXIST. WINDOW - ---------------------------------------------------------------------- C I... CERAMIC TILE ' NOTES TYPE UNIT 1/2" BEDDING CO 4POUND T.O. EXIST. FL. 1-1/2,!_MASONRLWIP_kD AN HFAI—. _ ......... _.--- -- ._.. . . ..... ..... ... . ..... _ .___.....--.- __.___..___.-_....._._ _... _..._.__.___.."_....._.--__".-_.__.--..._...._._...._..__ 2X1 �7 1 -JOISTS -- I` T.O. NEW- FL TO- - - - - 3/4" PLYWD SUBFL W ALIGN 0 6"OC'1=LOOR R-30 BATT INSUL. - ___-_ __------- -------- -- - - __...--- - - - - - -....... .-- - - -- - - -..............._._..._ i 2X6 ACO. SILL nR t; .I � . : 8" POUR. CONC. OR CONC. BLOCK FOUNDAT!ON SOLID CONIC. @ BOLT LOCATIONS 16" X 8" CONT. POUR. CONIC. FTG. @ 3'-0" BELOW GRADE SECTION # 1 THRU BREEZEWAY ADDITION - LOOKING SOUTH : 1 /4" = 1'-0" OCTOBER 8, 2015 OCTOBER 25, 2015 OCTOBER 28, 2015 NOVEMBER 2, 2015 --- —.. - OC RPF�EP.S / EX4ST. RI E \ --- –-----—- - -- -- -- - --------— ----------­- / / - - --- -------------------------- - -- ------------------------- -------------------- ------------ ---- / EXIST. 2 X 10 C E I L.J O I STS \ . _._.__.._.._..----.._.. ---_-_..................... .................... EXIST. GARAGE RIDGE NT ST\ -- — O ® - - — ----- ROOFING FELT HALT SHINGLES TO MATCH EXIST. 2-2X12 CONT. R G 2-2X4 COLLAR OO --------------------------- — ------ 16_._--- - SHEATHING TW 2036 TIES @ 16" OC -;: "'� F RAFTERS �-' SHOWER -- ...._......----_.............- ------------.._._....__._._ > „ / RAILING @ 2ND FL F� 1/2" CDX PLYWD SHE R-30 BATTINSUL TO CODE __..._..--- - 1/2 GYP. BD. INT. - -- - ' o� NEW PWD. RM. WINDOW 2-2X8 RAFTER TIES @ /_ __ l HALF WALL \ - -- - - —- --------------------------- -- - - SEE PLAN FOR SPA I N G \ ,., V ENT x+c---',+ -------- - -- -----...---------- ----- TRIM TO MATCH EXIST - - ROOF OVERHANG,SOFFIT AND TR --- __—______— VINYL SIDING TO MATCH EXIST. -- __----------.._._-._.._.._...___._.__---_........_ _.__._____......_.____.___.._..._.__.__. r' I WRAP TYVEK HOUSE i 1/2" PLYWD SHEATHING ,I t I,7l 2X4 @ 16" OC STUD WALL EXIST. 2X12 @ 12" OC NEW GUTTERS TO a OPEN R-15 BATT INSUL EXIST___DRY_WELL-- EW - VENT ! RAIL TO CODE D 1/2" GYP. BD. @ HT. NEW 2-2X12 STAIR HEADER TO R WVT LANDING 20"X20"X8" CONIC. FTG. FRE-RATED DOOR L + STAIR I 3-1/2' STEEL COL. TO NEW TO EXIST. UNHEATED ALL COMMON WALLS A- 101 FLOOR PLANS, FOUNDATION PLAN 'it BEYOND GARAGE TO BE FIN. W/ 5/8" I I FIRE-RATED GYP.BD. A-201 ELEVATIONS ---------- --. .............-- -"- ---------------- 1 CERAMIC TILE 1/2" BEDDING COMPOUND EXIST. WALL TOP OF FL. TO 1-1/2" MASONRY W/RADIANT HEAT ALIGN W/ A-301 SECTIONS IEXIST. HSE. FL. 3/4" PLYWD. SUBFL. - — 1 2X10@ 16"OC FLOOR JOISTS ------ R-30 BATT INSUL. -': i' - I / I.L:J N L 2X6 ACO SILL --- ------- 1/2"+:. ,, r`: I 2 1/ " ANCHOR BOLTS 8" FOUR. CONC. OR CONC. BLOCK FOUNDATION SOLID CONIC. @ BOLT LOCATIONS 16" X 8" CONT. POUR. CONC. FTG. @ 3'-0" BELOW GRADE EXIST. GARAGE FOUND.- 2' OUND.2' CONC. SLAB @ CRAWLSPACE SECTIONS FL SCALE AS NOTED SECTION #2 THRU BREEZEWAY ADDITION - LOOKING NORTH SECTION #3 THRU GARAGE BATH & STAIRS - LOOKING NORTH SEAL: DRAWING # 1 /4" = 1'-0" 1 /4" = V-0" FF Ir ral FEI 19 7015 6 A 301 3 OF 3