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HomeMy WebLinkAboutTR-8974 Michael J.Domino,President ti0��of SOUjyOlo Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �p� Telephone(631) 765-1892 Greg WilliamsFax(631) 765-6641 �y00UNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1542C Date:November 28, 2018 THIS CERTIFIES that the raising of foundation of the existing one-story,31.2'x45.3' single family dwelling approximately 2' higher than existing elevation; install barged cement front entry with an in-grade patio(17'8"x11'0"overall dimensions); install a 290sq ft paver patio and a 122 5sq ft paver patio on'the seaward side of dwelling; install two in-grade walkways between the two patios and around the northeast corner of the dwelling concrete pre-cast stepping stones-,replace existing outdoor shower with a 3'10"x4'5"fenced un-roofed outdoor shower in-place; and install gutters to leaders to drywells to contain roof runoff, and in accordance with Chapter 236 of the Town Code;with the condition of a French drain being installed on the seaward side of proposed patios; At 50 Knoll Circle,East Marion Suffolk County Tax Map#1000-37-5-21 Conforms to the application for a Trustees Permit heretofore filed in this -office Dated February 8, 2017 pursuant to which Trustees Wetland Permit#8974 Dated March 22,2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the raising of foundation of the existing one- 31.2'x45.3' ne-31 2'x45 3' single family dwelling approximately 2' higher than existing elevation, install a parsed cement front entry with an in-grade patio(17'8"x11'0"overall dimensions); install a 290sg.ft. paver patio and a 122 5sq ft paver patio on the seaward side of dwelling; install two in-grade walkways between the two patios and around the northeast corner of the dwelling using concrete pre-cast stepping stones; replace existing outdoor shower with a 3'10"x4'5"fenced un-roofed outdoor shower in-place; and install gutters to leaders to drywells to contain roof runoff, and in accordance with Chapter 236 of the Town Code;with the condition of a French drain being installed on the seaward side of proposed patios. The certificate is issued to JOHN ELENTERIO&JUAN JARAMILLO owners of the aforesaid property. o • Authorized Signature Michael J. Domino,President �oF so!/T�o Town Hall Annex John M.Bredemeyer III,Vice-President h0 l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold, New York 11971 A. Nicholas KrupskiG Q � O Telephone(631) 765-1892 Greg Williams00Ui+1T`1, O Fax(631) 765-6641 �y �� , BOARD OFTOWN TRUSTEES TOWN;OF SOUTHOLD DATE OF INSPECTION: Ch. 275 Ch. 1111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/ constructed V Project complete, compliance inspection. INSPECTED BY: 9W COMMENTS: ry CERTIFICATE OF COMPLIANCE: Michael J.Domino,President � Q�® Town Hall Annex John M. Bredemeyer III,Vice-President r 54375 Route 25 P.O.Box 1179 Charles J.Sanders �[ Southold,New York 11971 Glenn Goldsmith G .�`Q ® yo Telephone(631) 765-1892 A.Nicholas Krupski lif'cou Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1 st day of construction 1 / Y2 constructed V Project complete, compliance inspection d-%W T rVIT I BOARD OF 3"U .1 UOLD qrFLO%WN 11PRUSTEES `1111 ' SOUTHOLD, NEW YORK PERMIT NO. 8974 DATE: MARCH 22, 2017 ISSUED TO: JOHN ELENTERIO &JUAN JARAMILLO PROPERTY ADDRESS: 50 KNOLL CIRCLE, EAST MARION SCTM# 1000-37-5-21 M AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in I accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 22,2017,and in consideration of application fee in the sum of$250.00 paid by John Elenterio &Juan Jaramillo and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: T, Wetland Permit to raise foundation of the existing one-story,31.2lx45.31 single family dwelling approximately 2' higher than existing elevation; install a parged cement front entry with an in- i grade patio(I 718"xl 1'0" overall dimensions); install a 290sq.ft. paver patio and a 122.5sq.ft. paver patio en the seaward side of dwelling; install two in-grade walkways between the two patios and around the northeast corner of the dwelling using concrete pre-cast stepping stones; i'w replace existing outdoor shower with a 3'10"x4'51'fenced, un-roofed outdoor shower in-place; and install gutters to leaders to drywells to contain roof runoff,and in accordance with Chapter I 236 of the Town Code; with the condition of a French drain being installed on the seaward side S of proposed patios; and as depicted on the revised site plan prepared by James Deerkoski,P.E. received on March 29,2017, and stamped approved on April 4,2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. F0Z ea A. NJ_chM_,qq Krupski Abse-,it 41 L TERMS AND CONDITIONS The Permittee John Elenterio &Juan Jaramillo,residir_2 at 50 Knoll Circle, East Marion,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation perfonned pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Pen-nit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retair.ed indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Pennittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of tine completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this pennit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. S BOE SOOT Michael J. Domino,President ��� y�lO Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders G Q Southold,New York 11971 Glenn Goldsmith �� �� Telephone(631) 765-1892 A.Nicholas Krupski lf/''QUl Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 22, 2017 Joan Chambers P.O. Box 49 Southold, NY 11971 RE: JOHN ELENTERIO &JUAN JARAMILLO 50 KNOLL CIRCLE, EAST MARION SCTM# 1000-37-5-21 Dear Ms. Chambers: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, March 22, 2017, regarding the above matter: WHEREAS, Joan Chambers, on behalf of JOHN ELENTERIO &JUAN JARAMILLO applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated February 8, 2017, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 22, 2017, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of JOHN ELENTERIO & JUAN JARAMILLO to raise foundation of the existing one-story, 31.2'x45.3' single family dwelling approximately 2' higher than existing elevation; install a parged cement front entry with an in-grade patio (17'8"x11'0" overall dimensions); install a 290sq.ft. paver patio and a 122.5sq.ft. paver patio on the seaward side of dwelling; install two in- grade walkways between the two patios and around the northeast corner of the dwelling using concrete pre-cast stepping stones; replace existing outdoor shower with a 3'10"x4'5" fenced, un-roofed outdoor shower in-place; and install gutters to leaders to drywelis to contain roof runoff, and in accordance with Chapter 236 of the Town Code; with the condition of a French drain being installed on the seaward side of proposed patios; and as depicted on the revised site plan prepared by James Deerkoski, P.E., received on March 29, 2017, and stamped approved on April 4 , 2017. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. -Inspections are required at a-fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, a ' Michael J. Domino, President, Board of Trustees MJD/dd DRAWN MM I CHECKED MM I DATE March 2016 1 DRAWING &JOB NO. 16-133 Bayview Topographic SurveyPart ®f Lots 7 and 38 UNAUTHORIZED ALTERATION OR ADDITION Drive , TO THIS SURVEY IS A VIOLATION of MAP OF SECTION TWO - GARDINER S BAY ESTATES SECTION 7209 OF THE NEW YORK STATE ® x 11.16 EDUCATION LAW. O x 10.84 FILED SEPTEMBER 23, 1927 AS FILE NO. 275 x 11.91 x 10.96 pavement edge 11.02 COPIES OF THIS SURVEY MAP NOT BEARING 'ems° x 13.03 10.71 THE LAND SURVEYOR'S INKED SEAL OR // ��° 12 11.87 11.23 apron situate at EMBOSSED SEAL SHALL NOT BE CONSIDERED X6.48 // 1281 tc TO BE A VALID TRUE COPY. 14 _ 09opran 11.35 11.57 75°869 EastMarion GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1'��123X atc11.82 �oG� ��� ®� Southold IS PREPARED, AND ON HIS BEHALF TO THE --------__ c ® g o TITLE COMPANY, GOVERNMENTAL AGENCY AND 16 �� `� tc11.99 s G� York / p, LENDING INSTITUTION LISTED HEREON, AND x 661// x `5 Suffolk ®� 9 9 ®�9� TO THE ASSIGNEES OF THE LENDING INSTI— 16`\ `� ��12' c + �° y TUTION. GUARANTEES ARE NOT TRANSFERABLE. \\Nh. -A ti�14 X19 tc o 10 THE EXISTENCE OF RIGHTS OF WAY 11.97 y'L + I District 1000 Section 37 Block 5 L®t 21 ANDIOR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT x ` tc 12 i �9 I FF` +� s9e 9 GUARANTEED, , 18 1-63� 16 �\ �v,1 �g 12.,5 ' ; 09 �o, Scale 1 — 20 Surveyed February 27, 2016 8- i fs I 1-632 ` 11�3 X = 119-6 \ > s x \� :w1� �ooc�e�e �`, +,, \� ��� s GRAPHIC SCALE Premises known as: \, 1-6°-6 I 12p3 �1ti \ + 'o O ` ` o o� !> + \ 20 0 10 20 40 80 `� 1-634 '� i 1"I. -jL oeo9e ` c m 6y � � # 50 Knoll Circle, East Marion °rr I 9-00 9a `. o ops\ sJ 8 oe- I 1 ELEVATIONS REFER TO NAVD 1988. >> `� imos° X >> \\ •� `.`\ ---��\ I \o�a�a9 � � ' X13 ve �\ >6, i `Q8, � IN FEET ) ® 18 1 c P° \ �o °! 1 inch = 20 ft. i cp N.� cook o , s I + 1 Q x1119 �, l I 9 \ \�\ 12-69 0 \\111 10" r %NJ. i a �® o� \T �15 41 i M 120k� `��� Ci `vim o� ;�\ 312 \`� 1 / i+> i o�° t� C® s 14 ,x 6 f o �9� 4\`� 1166 1156 x 16`� \O \` X19 1499 0, $ '6' I 6g6 '� S�aeoc -6 � � �� � ] �\ oo, ��or ,0 6,Fo � t� rn so I Fo��a�e�t 1 1 +� \Ze 1� X \\0 �3PA- /0 `\�` 9? �j F��o hyo rr• 9`O \\ �v `� c' 410 0O �pPFcs ss�° 422c\'\�\ 4611 -os �= '®57 safeA 'ea® ® PART Op LOT 3g 6, 16 PARI OF(OT 37 ��ae°ce -6'L\�\�\ \\�\ °P� 611441°a .Nil els a el TBT Minto, L., .P. Co sus - � \�\`. PART o� �9� [� � C� -6 + �OT 38 1 LICENSED PROFESSIONAL LAND SURVEYOR I 10. \``� NEW YORK STATE LICENSE NUMBER 050871 FEB - 8 2017 ; Bell sC®dII�°t PART 0 \4OT 37 �\ 99_s\ E Lake Ronkonkoma, N.Y 11779 Certified too x 1,� ,�oV� �, I 1120 Sarthcld Town PHONE/FAX: (631) 580-1202 JOHN ELENTERIO AND JUAN C. JARAMILLO ,0 $n�rc!of Trus+ees _-1 CELLULAR: (631) 766-9714 EQUATOR LAND SERVICES, LLC.(ELS-1560-15S) � EMAIL: mikemintolspcOgmail.com FIDELITY NATIONAL TITLE INSURANCE COMPANY `1,°e GUARDHILL FINANCIAL ISA/ASIOA/ITIMA __ - -__ . - - � I � � - - � - . . � . . � � . ' SCOPE OF WORK: GENERAL NOTES 7"' �Vol 65 washington st 9d e s i g n brooklyn,ny 11201 . 1. SCOPE OF WORK: RENOVATION OF AN EXISTING HOUSE. NO CHANGE IN USE,EGRESS,OR OCCUPANCY PROPOSED UNDER THIS APPLICATION. ENOVATION '7:-"- 11C SCOPE OF WORK FOR RENOVATION AND ADDITION TO EXISTING 2 STORY ADDRESS: 50 KNOLL CIRCLE 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF IRC 2015 ALL OTHER APPLICABLE BUILDING CODES,FIRE DEPARTMENT REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE 720.289,2672 It DETACHED HOUSE WITH BASEMENT AT 50 KNOLL CIRCLE: VILLAGE: EAST MARION PRACTICES. TOWN SOUTHOLD 3. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH LOCAL AUTHORITIES,OBTAIN ALL REQUIRED PERMITS,AND PAYALL FEES REQUIRED By 646�395.1506 f GENERAL WORK: DISTRICT: 1000 GOVERNING AGENCIES. 50 KNOLL CIRCLE, SHOUTHOLD, NY -LIFT EXISTING WOOD STRUCTURE 2 FT. SECTION: 37 - 4. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE -EXTEND FOUNDATION WALLS FROM TOP BLOCK: 5 ARCHITECT. -REFRAME ROOF AND VAULT FIRST FLOOR CEILING LOT: 21 5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. -REPLACE SIDING MAP: ORIENT-BY-THE-SEA SECTION 1 FILED 11-21-1957(FILE#2777) 6. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES,CLIENTAND NEIGHBORS. -ADD AC CONDENSERS AND TIE INTO EXISTING FORCED AIR HEATING ZONING DISTRICT: R40 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL -REPLACE DOORS AND WINDOWS ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE OCTOBER 1 ST SET JAMES DEERKOWSKI P.E. -REPLACE LIGHTING FIXTURES EXECUTION OF THE WORK. -PAINT THROUGHOUT � 8. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES(PLUMBING,ELECTRICAL,ETC.). 260 DEER DRIVE -NEW ENTRY STEPS 1 9. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. MATTITUCK,NY 11 952 -NEW PERMIABLE REAR PATIO PAVERS 10. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. TEL:(631)774-7355 FIRST FLOOR: . 11. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. DIRECTORY INDEX -REPLACE AND RELOCATE EXISTING BATH FIXTURES AND FINISHES 12. THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR REQUIRED INSPECTIONS AND SIGN-OFFS -RELOCATE AND REPLACE KITCHEN APPLIANCES AND CABINETRY 13. IF ASBESTOS IS DISCOVERED CONTRACTOR WILL REPORT EXISTENCE TO ARCHITECT AND EITHER LEAVE UNDISTURBED OR REMOVE IN ACCORDANCE WITH REQUIRED STANDARDS UPON APPROVAL BY -REMOVE AND REPLACE WOOD FLOORING ARCHITECT. OWNER: JOHN ELENTARIO AND 14. THIS SET HAS BEEN PREPARED UNDER A LIMITED SCOPE OF ARCHITECTURAL SERVICES WHICH DOES NOT INCLUDE THE PRODUCTION OF FULL CONSTRUCTION DOCUMENTS. ANY DETAILS NOT SHOWARE JUAN JARAMILLO I G-001 I COVER 11 1/04/13 ] BASEMENT: THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN AND EXECUTE INCLUDING BUT NOIT LIMITED TO ALL DETAILS PERTAINING TO WATERPROOFING AND STRUCTURE. 5OE28TH ST#10H Consultant -NEW BATH AND SUMP PUMP NEWYORK,NY 10016 -NEW BUILT UP TILE FLOORING I EN-001 I RCP&ENVELOPE 111/09/13 1 Address -REPLACE AND RELOCATE EXISTING BOILER AN D HOT WATER HEATER DESIGNER: AMALGAM DESIGN Address -EXTERIOR PATIO AND BUILT IN GRILL 170 W 74TH ST#1 008 [ff 14--b-02 IRESCHECK 101/14/16 1 Phone NEW YORK,NY 10023 ATTN:ADRIEN ALLRED Fax TEL:(347)277-1757 A-001 SITE PLAN 08/17/16 e-mail SURVEY INTS I PROTECTION OF OPENINGS ENGINEER: JAMES DEERKOWSKI P.E. A-002 DEMOLITION PLANS 11/22/16 260 DEER DRIVE MATTITUCK,NY 11952 A-003 BASEMENT PLANS AND DETAILS 08/17/16 —---------------------------------------------------------------------------------------------- ---------------------------------- PER IBC 2015 SECTION 1609.1.2: . I .1 'TABLE 116ft.111 TEL:(631)774-7355 -� ___ - ------------ - --­ VAND40RHE DEBRIS PROTECTION'FAAMMO, A-004 IST FLOOR PLANS AND DETAILS 08/17/16 c", , -Y-�-7-7�­ - -& - .� -, -bome debris regions,glazing in buildings shall be impact resistant or protected with an impact-resistant covering meeting the requirements ofan approved impact- , vii I. I I "I ." ,�.�, -, - ,� In wind -'- CONTRACTOR: TBD [-',;.iw; i,",__1 ; .ILI, , ml�jvo � Topographic Survey of Part of Lots 37 and 38 res i sta nt sta ndard or ASTM E 1 996 a nd ASTM E 1 886 refere nced h e rei n as fol lows: — - _�,� " ,ip �,. SCHEDULE FOR WOOD STROMRAL PANIEW, 1.Glazed openings located within 30feet(9144 mi of grade shall meet the requirements of the large missile test ofAS7M E1996. fAkIR-TE-ki ch..I �1,�-�,:��!,)�,:':J 11 TE.!�,r,, �)T, ,,,[,r.-��)N N'P,"- f AY F� �,`,1 7 S, 2 Glazed openings located more than 30 feet(9144 mm)above grade shall meet the provisions of the small missile test,ofASTM E1996. VAW"fRTW% ---.--------- — IA-010 JEXTERIOR ELEVATIONS 1 /19/16 ly,',!,�P ,)1 �-1.C 1; 0 N i W 0 '3 A P-1 .� �-, B L" �I- P-Wg�� 4100�Panol 4 thal�P-Mat "' T',�� .1,15 1 s4" asponseew sv!"%6 I#wo I �;�,`,��- ��� A V"IA710" (,; Slc_!:�,; __,�)`, cl, 711: lZrIj �(111 STA-F ­ .*' 'Ef)_fl'i,,41', I ') '. -7c, __ __ . x ID84 f -, ' - BJZ '­', 19�7 !"I'S :1 'J. NO, 2,-�. I I",,-,"-�),q !.." x 111,q5 11 11�2 - L, -� I Exceptions: No 8 woo&�crrw- I I A-01 1 1 EXTERIOR ELEVATIONS 108/17/16 � � I I 1- -_ C',�;,:��. -,-,I !�E ��!r,'�Y 11,IP N11 ,-1[A1­G x IJ�3 x1191 !o ,1, �..I._........%.---­.,-,,,-, 1.Wood structural panels with a minimum thickness of 7/16 inch(11.1 mi and maximum panel span of 8 feet(2436 mm)shall be permitted for opening protection in based a&h.wo 2. 114 to 9 - , - _.�,?I.­11- �_5 s;iuo� oi wh nubcdxactit ,I-,, 11"Ir ,zk,1,�1-)0R'S �,�,[�D SF,,,� lr� 0 51. !12� ___,,_ .1 buildingswith a mean roof height of 33 feet(10 058 mm)or less that are classified as a Group R-3 or RA occupancy.Panels shall be precut so thatthey shall be attached to . -, Iv,1��s'L� �,­L III,— N,11 8L C�)"Sl',IPI'L`-� .Isip� �2 ., -_5__//�; \......__- kofth ___T 1� ,. 11-1:1 --I­_o��' -_-I_ ­_- the fra m in g s u To u n d I ng the op en ing contai n i n g the prod u ct with the glazed ope n in g.Pa n at s s he I I be predn lied as req u i red for the a rich o rage method a nd s h at I be secu red with .11*`,* '�,�-, !�......�_�.!�,5, ,J.-.�;,74 1 — 1�'l I; 11 1111-'iLl 111dL C'DI". ....__�_,�­_­­­ — " ,,__ ,�, East Marion the attachment hardware provided.Attachments shall be designed to resist the components and cladding loads determin,ed in accordance with the provisions ofASCE 7,with No,10%vwd-,cn:w- IS-001 STRUCTURAL NOTES 112/19/15 - C,L:,',�ANI��LS IN"tCATUD HU?�(,N S,AALL '�,"'.- I" �_, � corrosion-resistant attachment hardware provided and anchors permanently installed on the building.Attachment in accordance with Table 1609 1.2 with corrosion-resistant basedatichorwim2- - , , � -, Y,­!�A T-i 1,3'jF�V�l / "82 ,.\1 facliftInhedmoll 1,116 i2 �9 -100 ISTRUCTURAL FRAMING PLANS 109/20/16 - � L, Is ci,,_r(,,.Fiz F,FqSC,� F,D� \"","1, I �,I. attachment hardware provided and anchors permanently installed on the building is permitted for buildings with a mean roof height of 45 feet(13 716 mm)or less where Vasd I �1,1�:O, AN�) ,', r4i".', I-;- ALF ID 1WE I/ "_ ­_ -_ " 1'� ': Town of Southold I I I "s! - --, ' ' I __ _\ I,! ,'I' -- - I_,�� determined in accordance with Section 1609.3.1 does not exceed 140 mph(63 i t2`09% 0-1. ,,(',Y�­,,� . c�,V��11�1­,Ai 111�17N. " 11,�r) !64 1, I',I�q 1� UP- , 11-D 1.!4t IDN. 11"D f *,�,I�I ,,,-,S, '6k I � .1 11 " ' 1 ,� . - -.--- \ �\ " .1\1, '��iicb dimuct UND G NFA,� t , I NST;- I ­ anichor AN, ,[',AR E.�_"N,""`�7i'�'�NNf� - ! \�11' , 'k , , ,�\ :., �� 16 ;Ilig 16� 71) --1 ls��,,�;,a i\6 ,�y Al + Suffolk County, New York 2.Glazing in Risk Category I buildings,including greenhouses that are occupied for growing plants on a production or research basis,without public access shall be permitted .17. ' �;­��' '�" 1 I.- , ',WIGN C�L-,'E, "'�R,I 1���IE , I ',� - - to be unprotected. wtill 2-imh enibed. II �',N, W"."IN, 1�1 i, �, "I ,�" -kn2l � ­ -.1 I io�I'l - 1197 ,�� . THE EXiStEi O F RIGHT`� OF WAY I' 11,� � \111,1*1 iy� �, 11_�, " + � 11 District 1000 Section 37 Block 5 Lot 21 I to ' ' . \ \ ;,."''.... 3.Glazing in Risk Category 11,III or IV buildings located over 60 feet(18 288 mi above the ground and over 30 feet(91 44 mm)above aggregate surface roofs located AND/OR EASEMENT'� OF RECORD IF ,� � 11 lf� rer V I_h-IKA-I Ibm-YA�f-Ifeii-4,4ta�c I.�w Far ____.�_.------­- �_,,; . . ,;� i " , I I.M-OA47_4� I , _)k I I 1 t7- r �,, -- GUARANI LIED. -P " .1 N , , , -- `�,_ +' Scale I"= 20' Surveyed February 27, 2016 ` ­ , , � , ANY: tior SHOWN IN / , !,"i ,_ �, within 1,500 feet(458 IT)of the building shall be permitted to be unprotected. \, - " 4,� -, �\"_A\ .-IN.uhII4 j�bwW to 140 itph vd -f"nIr,ot ratif + "', .1 �"\ \ 1, 1.04. r not spe,4,I nol#4 s D L,�. (,F_';� ,,-- � v4 �.= I � ,!�S� �" ,�!?- , _� , -j�\ , -1. L t ,�� - ,% 1\ I ."" `­­�--" .�� + GRAI'11R." SC,AIR . � ,� ,�k I/ A,F.m�,I,ol"v.11.d.twi-hq"&oft�..-d�w.hm.tp-t, - — - , I 1, , 11, 1 6� F.1- -" -woll�%Miaj.6- ! - 1, � . Ni� f ��, ., ,.I,I 11 "\ ," - 1� v.A.0-*,I)romorift Iffouaiii;it, .wo �, ,\,O I 41.11b.basi nikw­oi`2',�.d-fi-fl,etdr.fconcttoblock ". � \ ,I,!,! � �s " -,� "'l, -, caoornift. — 8 2017 r \ -`1 1,11 toi,r4inet 1.�,,�,of'.1,Kl—.$.-,�.,..i,mti.t..Mmf,��v.,4�. ; i �4 K I"fir, Cif,C, ,105� ycr�o- I �, ,;��.,,�­,�-<­ . \ ; + �,� �4.11 t.t_."..�.i­ft w,h i­Ifl..1..W&.p*M#T F ILI ,­Crri;�C� � o�,,: ot". \\ , ,I"�, \�;,­",_ -I _�\, _�;� ." ,;, +<,, �, * ,." 1 "'',�" " �� y \ � �W��___�� �_ I I �- ,\ I ,-�" I, \11 ...� �, +1, 1\3 F, 'o � ( IN F-LT ) ��� 'd xW o�-ott­ymocco�dly-oon It. FEB . . ".1 IL..t.4"-1-.Wing a mi-a oklouto 1;,11111:111I.- R;�7I� ­ NAI�� 11-P , ­ I-- �­., -1 I ,. \ , , � I =int"Ili I" ,I,- I I _� i 1."I- ,N­', , , ,/N\ �, odu",�c,r,it" I �:'x "\--,- ��,�11�1� \ \ /,/ I inch : '20 ft, .,i, , , " -11 �J ,L � 1\ N't " -,,, 1+ . ,-1, I I ,; ", , �."t, , ofl.�Wpcmo- � iL .1, ---- ,.1 ,\I �, "', 1-1 - , I 1%, I 1� ; - ,,,, ., I 1�. , \, , . � ­,, , `,, \ " .\1 I -,F ,,,�, �,,,, + I \� . -, �, 6 " �_ "') �c/ f I - /. d To,yi �, I v, \\ � � \,"-< \1:I\\ �,\�, ` T 0�� " , \ " I "i* ,� - \ \ 11 I ! / \\,V/ 1�11�1 I ._Fiard&,L-r,z_.,.L__1 , _ ' , �" I 1 t, -,:, , ,,, , - ,\�,41 I \N 10 I 1__' I" � -�',-,�," \ ­ ,,,,'<" * � , I/ � ," �o - VN __ 1\* , - (/ �', 1 11 I,,,//1 . -,\, \ �_­"" ', , , .,\ , "",� 0" �,9� 61 A/;, ,\ ",�', :R ,1�� �1'11 � � 1�1�, * """""' - I,"' I " , 'E" \ , ,1� \ _- ., . . 'N �_ \ . � \ � .\ ". ,� "I .1.11 .__'� '0,,,, , 11.7,�11,\x, , " . . . I,�,,,­ \ ,� . -I , ,, '�, --- , , �� �, I �_,,,,�_' I� I ": , 1�,�, ; ,,�1�1' * , -I ,,�, �', " V IL-1 I ,1,i� "' \ - , ,, 1J NI)IN" ,I I . \ � \�, \), - ,,I \ �I \, '-,,,�, ,,,-,, � - � I , CONSTRUCTION NOTES \' "", \"�t"­ �'­ Area= 10,057 s.f. ., > "t" ,� \ -,1"':,", , . �, - , 11 11 ��, 1�-,\ I . /,� .�, 1, � \\.\\� ,� 1, I " - , I "" - , < -o " ----.----------------------------------------- __­____­__________­ 116 "",­\ \ \\ I.", `�11_ ,,�% I -__------- I \_ C,�_A'.,. ,��',li 1. WORK SHALL BE DONE IN CONFORMANCE WITH ALL GOVERNING FEDERAL STATE AND LOCAL BUILDING CODES,INCLUDING AMENDMENTS,BULLETINS,ETC.,AS WELL AS FIRE DEPARTMENT I i � \ . %��11;1\ '\ 4 1 1 1 , \ �\ ", .��_ REGULATIONS,UTILITY COMPANY REQUIREMENTS,OSHA OR THE BEST TRADE PRACTICES,WHICHEVER IS HIGHER. "I' I i + '�, \ �� 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT THE SITE PRIOR TO PROCEEDING WITH THE WORK.THE CONTRACTOR SHALL EXAMINE THE DRAWINGS CAREFULLY AND SHALL AT ONCE liMiclic-icl IV. Mint-o. I-S.1'.C. 1 i�l , 11 \,��,,,��. REPORT ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE DRAWINGS TO THE ARCHITECT BEFORE CUTTING OR PREPARING ANY PREFABRICATED WORK OR MATERIALS.THE DRAWINGS " I _J "4�1 1--------------------___________________________---------! � I 1\\ \ �, REFLECT CONDITIONS REASONABLY INTERPRETED FROM THE EXISTING VISIBLE CONDITIONS,OR FROM DRAWINGS AND INFORMATION FURNISHED BY THE OWNER,BUT CANNOT BE GUARANTEED 1� i 1:,-[*N,,��D Pk(ri ,A,!41� �,�,ilv��O�� : "\,�� \ '�', I � - BY THE ARCHITECT. I N�_'vi )ORK S_IAT� :.!-,;I��';'- NI,IIM3(:'� :�"IR71 : � I I U - I I \6 0 3. CONTRACTOR SHALL DISPLAY ALL APPLICABLE PERMITS AND SCHEDULE AND COORDINATE ALL REQUIRED INSPECTIONS. I V \ 1>1)1 I 4. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES,NEIGHBORHOOD ASSOCIATIONS,OR BUILDING MANAGEMENT OR BOARD OF 2 Bell i t. I i , \ DIRECTORS. tn 0 5. ALL INDICATED SURVEY MATERIAL IS FOR GENERAL INFORMATION.THE ARCHITECT CAN NOT BE RESPONSIBLE FOR ITS CONTENT OR CORRECTNESS. - - ' I - 1­11<(� R01F11,011i N-y- I I i79 ! Certified to: 'N"', \ ,, . , ,i :>i-:01N-/f-AX. ',S30 57'_' 1;1:)2 1 r�I!N [:�',NTFI.�10 AV�. J11AN �' !A',A1,iIL[0 ,,� 6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE SCHEDULING OF ALL WORK TO BE PERFORMED,AND INCLUDE ALL NECESSARY PREMIUM TIME REQUIRED FOR SHUTDOWNS,WORK , I IN OCCUPIED AREAS,ETC.THE CONTRACTOR SHALL SUBMIT TO THE OWNER A SCHEDULE FOR THE COMPLETION OF THE WORK.WORK SHALL BE PERFORMED DURING REGULAR WORKING ­11:�!I!,:, lr­,!) I,,,�._.'711 I 1� .\" E Uu'.�P.1­1�5.,� 1­_,� HOURS,8:00 A.M.TO 5:00 P.M.,EXCLUDING WEEKENDS AND LEGAL HOLIDAYS.THE CONTRACTOR SHALL OBTAIN WRITTEN CONSENT OF ALL PARTIES AFFECTED BY HIS WORK DURING OTHER THAN � I i I ri.IAT01 IJ�`,`! S�P ':t�. ;1 ; I I _nw_,�_ 7v!,!�, ­­:)n!r-o!,­_a'v�,, ,�'­­­ I �:jrli: l,J,1,7;f!.A! 1110� 1N,'�!:',�AN-,'J I tIA�Pit,W REGULAR HOURS. I I ,.,I., .� ,�.� , 1 7. THE CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES TO RECEIVE NEW FINISHES.THE CONTRACTOR SHALL PATCH TO MATCH REMAINING CONSTRUCTION IN ALL AREAS WHERE REMOVALS i `AP.11 iii F%A11,f,JA! !1,A"S"'AT"i, I----_-__--�-___�----.--..-_________.___________­-------I , .�,41, . .,,A, ./. A HAVE BEEN MADE.ALL SALVAGED MATERIALS SHALL BE KEPT IN THE AREAS INDICATED BY THE OWNER. —-----------------------------------------_____——----------------------------------------------- ._---­--------------________________________ 8. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING AS REQUIRED FOR ALL STRUCTURAL OR REMOVAL TASKS.HE SHALL HAVE SOLE RESPONSIBILITY IFOR ALL . DAMAGE OR INJURIES CAUSED BY THIS WORK AND SHALL REPAIR ALL DEFECTS AT HIS SOLE EXPENSE. 9. THE CONTRACTOR SHALL NOT DAMAGE OR ENDANGER ANY PORTION OF THE WORK OF THE OWNER OR OTHER CONTRACTORS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING AND NEW CONDITIONS AND MATERIALS IN THE PROPOSED CONSTRUCTION AREA.ANY DAMAGE CAUSED BY,OR DURING THE EXECUTION OF THE WORK IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED TO THE OWNER's SATISFACTION. FEMA' THIS PROJECT IS NOT IN A SPECIAL FLOOD HAZARD SERVICE AREA I 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE FREE AND CLEAR OF ALL DEBRIS AND ALL UNAUTHORIZED PERSONS. . 1 12. ALL DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE NOTED. . 13. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS BETWEEN TRADES,ENSURING PROPER INSTALLATION,CONNECTION AND OPERATION. 14. SUBSTITUTION OF MATERIALS,EQUIPMENT,OR METHODS,MUST MEET STANDARDS OF QUALITY ESTABLISHED IN THE CONTRACT DOCUMENTS,AND MUST BE APPROVED IN WRITING BYARCHITECT. - I . . � . . . .. . 15. WHERE THE PHRASE"OR EQUAL"OCCURS IN THE CONTRACT DOCUMENTC,.,, NOT ASSUME THAT THE MATERIALS,EQUIPMENT OR METHODS WILL BE APPROVED AS EQUAL UNLESS SPECIFICALLY I � SO APPROVED FOR THIS WORK BY THE ARCHITECT. . � 1-1-, � 16. THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE,EXAMINED THE PREMISES,DETERMINED FOR HIMSELF THE EXISTING CONDITIONS,CHARACTER OF EQUIPMENTAND FACILITIES 111.1 NOTES TO USERS__ I LEGEND NEEDED FOR THE PERFORMANCE OF WORK,AND ALL MATTERS WHICH MA`(I��ANY WAY AFFECT THE WORK BEFORE SUBMITTING A BID. 1 17. INFORMATION REGARDING EXISTING CONSTRUCTION OR CONDITIONS IS BA,'�ED ON AVAILABLE RECORD DRAWINGS WHICH MAY OR MAY NOT TRULY REFLECT EXISTING CONDITIONS.SUCH : Thna aftoP I$far raw I.Adn"ihVdetf 0*liama�rotl Flr�cdl 11fano"m IM191IRIM,4 , '' : r TM, spectiat Et000,4AMT),WAS sumecr To%UWATI'm ceaM,not Aeo*_*W"aal ailas,sow to 1�*­Voa-oaltc.a*Mom tow .) ZONE X 7r,r.r : , " BY THE I%AUNUAL CiWila FV.M I INFORMATION IS INCLUDED ON THE ASSUMPTION THAT IT MAY BE OF INTEREST TO THE CONTRACTOR,BUT THE ARCHITECT,OWNER AND THEIR CONSULTANTS DO NOT ASSUME RESPONSIBILITY I ­_11vrw : , FOR ITS ACCURACY OR COMPLETENESS. =Iourm$V wMaR ars,Tt.r�owrvswfty Inap 0#P0011i*hW'd be JOINS PANEL W�4 144"M FT ­ __ I ro 1%*w�*"(M�.tw""osbk�4"w"fw,ttt,vv,.dowN..j,a, 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION To ALL COMMON AREAS OF THE BUILDING. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES fix poegide,vpdWad or additto"fhW humed WoOmMiko', �ni�ia� . I -I--- 11­ : 'd-*a b"- el�._11d.1 tr ,,=_ 'r CAUSED TO OTHER APARTMENTS OR COMMON AREAS DUE TO CONSTRUCTION, I I­.- I mr,n_ 1-11'r 1 ,;;::�=cW,It."hal 4 the ". �0­I", "a M4110�ftdw III the 1%. a"xII"�q i,rw, , To,Whin TrAm doi Iticre'aMoM In&#"'where 0"n,Flood wie"v,w. 411orw I Frii wlwrn r, ,4 : � MI"a,M,�.AQ,A'.A�%v NOVE Tho Isft AIld 51-.tt�44i ­�'TPW_"7W_T7X91 . , 19. CONTRACTOR OR SUPERVISOR MUST BE ON-SITE AT ALL TIMES DURING THE WORK.NO WORK WILL BE PERMITTED IN THE ABSENCE OF SUCH SUPERVISION. - ­��tr�,w , �,�`Q,,�'�',' , F, I �� -, � " _,Q4 ,�!, ....... " . I:"o.= .�� ,usees"wiltd.riagod 1.me,toft I I I�� � I� I ,, ,�­ 11 yy�� ,d,tcI%A_w,I._klo , , .",A ;�Vl I i aie� . , ,=YF D=zd i �r �V 11 � Ite-N! I a y , ; ii�4t 1 , 0 , -, I , �J��, 't I ".. � '�"` I �.y eif SW.ww Elovewoo . _ I : � 1 20. ALL PRACTICAL PRECAUTIONS WILL BE TAKEN BY CONTRACTOR TO PREVENT THE ESCAPE OF DEBRIS,DIRT,DUST,ETC.FROM THE WORK AREA TO OTHER PARTS OF THE BUILDING OR SITE DURING 609"oonwoea wo"the Fbod Intormee$body tFIS)f*MM 00 GODPOMPia?"s � 4` ol-, " ­, :�,' 4,'WW��' , ,, M,F..R,lae,w*)­6#a­t,wi , �C;�� I I ,; . �, , ., ,�,�,,��'­ : 2*411A THE WORK.DEBRIS,CONSTRUCTION MATERIALS,AND RUBBISH WILL BE PROMPTLY REMOVED FROM THE AREA IN CLOSED BARRELS OR BAGS AND TAKEN DIRECTLY OUT OF THE BUILDING FOR � ,� " '' , _� I If 1010,Ft ��­ w "'Ti 11�11111:,:,���i�`,�:��, : .111, RM,U"Ma shood be aww6 that BPEi,Mft,M or�the I"MoPwIoant I ,, "K A;, 1-le �� �, I " , ,, ��P�'�,, 171MM" fto"'we',`�401w. PROPER DISPOSAL. ,- was , ­�� -ig I ,I,,�,�,�I `� �:, -,,';,'�' 21. CONTRACTOR WILL NOT ALTER OR RELOCATE THE BUILDING'S PLUMBING,HEATING,ELECTRICAL,OR OTHER SYSTEMS OR EQUIPMENT WITHOUT PRIOR APPROVAL.ANY PART OF THE WORK THAT Wool wbole4oa4*I ons Theae SEE*are tntoordod for Own kraw-lc* ,, -; � ,�, , � . 40W ,�g ,� ! % � X-n-,��"A P".-� ��,'I i� ��,� . " Wkv lourpo."a*and snorw Von t*ow so the maw woo-*1 Ili � 1k,t "', , "!�� - '', ,,, , ,ZOWA4 rom aloi I 1,3,a-%i4w,**a,ai'itoniniii , None �,_i ,� I 1 �4111'�,�:, � S."k,.9101."". I I" 9� '11.11 � - f�,��,, 1';�,?_ REQUIRES A TEMPORARY SHUTDOWN OF THE BUILDING WATER,GAS,OR ELECTRICAL SYSTEM MUST BE SCHEDULED IN ADVANCE. ,4, ,",­,";�_;T'I� AeMorlingly,1111004 OW0001,do , , *-4 ,� �1.� � � 4�­,��',­'�",�" � anti - `'y ­�-,,-,� ,�� P�AEAO rwoo*"tfts.l"t�"�,*.tf�.o�i"*"wq�&,,,�a Awmw I-fownifink ien fro,tatwed In tho,Ffit I , �­­­­_ , R, = P111�,"",^, ,R1, -, '#f"Z,' - - �s'.,�_, 1. I �-i , , ", .,r Ittiond in toomooc" the WM tar punto"s,Im ?I.11" - � �j ���x I -11 ' ' , �4�v,i:�,�,X,� ; ta"�. ,-�,%�, -";i,,k�fl� - ,,4F 1'z1P;,-z �­� ei,Inow,,es n7..*.1 sw4t!e.&xl"�.w*." 22. ALL BLOCKING TO BE FIRE-RETARDANT WOOD.ALL CONSTRUCTION WILL COMPLY WITH LOCAL BUILDING CODES FOR A CLASS I FIREPROOF BUILDING. isoodincan manti , .��, ,�,,,,�� : oo��­, I " g- �'�,�­-�7"� :'11" -,"",�:� '��",,�� , . I I '��' Ti- W 1 �` , _,?,, ­`, 23. PAINT AND PRIMER TO BE A ZERO VOC RATED PRODUCT. , Y -­g,�,--��4,�_,pfll 1.­ ,� ­.���� 1.� , : ,ZOW AR u�",ai Awo ftftor votom M""'I%wa Morita, 24. ALL PAINTED SURFACES TO HAVE ONE COAT OF PRIMER AND TWO COATS OF PAINT. " "", , 't '11� I . ,�,�, , -�,,' - � i;I,, " 1,�,- �, ,,,,,��,,,, , I ,,, 114 : I, . I �� ,0..t*gio"Iniond Elamatle"N' (SEE it$I---0,, ""O�P'*WY'ft* �:7,�,�,��:,�,,,,,.44,i,hM-U'i . ;�,,;'4­4�7 '-� .11, , ,)�,�,,!,��,�*,%,:�t",;f�;;,��, , , %�Wlw,o _ ,,��I cl I Wwof,xd�dfotez#A­%%&��Ovdent"d III,lAtk - 11 ��- �-1- _ ....... �,��I ` , , -1 11�� ,,F�,�� I -1*I,_ , " � ',�. �� ___ "" �,-.,� ',�-,'��,'�',�'�,,-,',­�,,­�, -v a woo$e 25. LOCATION OF OUTLETS AND SWITCHES TO BE APPROVED BY ARCHITECT AND CLIENT. BRIDGING MAYBE REQUIRED FOR CORRECT PLACEMENT. landw"cif 4 CY North ArnoxicaO vertical now of*W 01"O Ittl UPer"of tho I , " - '�"' �;" ­ - -"' , wollIflha o'lfoMI,1401 mr.0t.10.otoil"t,ft I I I ""I , , c.,,q_f,"0,e t-_,a1l1wco.w­#.a , ,31, 8,3�,A#�r-�""�',�"i� � , in III* ,�',.,,�""'-A-0-8 �, ,;'_jff,'�� I;V�'p,o", � � �,,,� - 1-1 �, , 'FIRM$",ad It,amoe law coft"Al sood ele�"­am 4140= N , - I., 11- ,,,,,�',�,­,,,,,"",,f�-zl 1 W 11 I 1111�1 1;�4�1�1z,�� ------__ � 26. OUTLETS INDICATED IN PLANS ARE CONVENIENCE OUTLETS AND SHOULD BE CONSIDERED TO BE IN ADDITION TO THOSE REQUIRED BY CODE. 'in tMor 11004 1110,11101144 11-, I- 11--11- *�71,4_',� ,_­, - i sy�w�;mFl�;�,�'-S-��i�i­���,,,­,:� �4_'!� 44;1 � Aw to lg �4 IVI A W"" Me orsupwalafewobototemTrah"Iwanowtole" -, - *!"W 01, . ',�7, , S." tor%r'%)M%*cw,*,ate,ovtoa'h�4*Ire St,oro'y o(Stiso- ,,�:,',',',­­,;; I ­ "' r , ;'Z , " W " I -1 I i",�',,�`� f­­,,,;�', ,,Z'Ooafaiih� -toorM*-It,ar.,at V*vwi �"V;III J ,i7 PROJECT LOCATION-NOT -IS 51, , I , : I I , V .I. . "I " I­­ ­­ ,1-��e` , ­�5��,��'�� �;:,',��'j � -wo- ft'sa� In�,lonal-o'A -low R�od ve�ow I W " , N 14�,�WP,, )� , , � ., ,"I ,,,,,': to I'll I,,�'C;�,'1'10_m�,, I iv I �,,, ,� I ww"neyorot-M-1i , I I ,�,I -I�R - ,-,,! ,-,�,�,,��,,�-�, �4 13. � It -1111, -� � -�, : r3eaborair sod Tlao,oact Daft IM"10�add be VOW Iff cm*utfim ai . "it d"*iD"shown ,, �k. �m , '' ca"r-w4 � I ,�_,: i- 1''. WITHIN A FLOOD HAZARD I I I - - P!gig i �`�"-` 4,,,;,��"A!'I,,;��i� , '' .. I I I I I � _ - _�, � , ,, "'"';,", '',� ,_" " ��r . ­,,�,�,"!Ww'�_;,1;i 7�y 1 1 1 -en"isfIRM " -t -,�­',� ,J�,�, I I - ", � ��; I �Zcot v ecoano"xd on*.m wo,cer hwas,Ofte,er"Ir M,W,l ftot 1,� ,�p " AREA I � �4 ,Am�4 �'��DI, 11 � �­,�r�� � ��`,4,1,,,,-'"", "­.`Kl� -1 Will lownpotoled �Wx, ­_ " I 1.1�'3, " '_ __P%��, of the r *; 11�1'�,;�:Ftll,, '117 , ':k'�,�,, ,.Ili.. C=,w 11*4�611=*#,?�vem"Need'IM"iciwo wA Mod , " '�' ,"' , , , � I 7 , 3 scond. wodwws new tooilioned v mat sedonot � 'r.-t,, _11­�,� I ,", tZl�11�� _� 1-1-1_1" 1'��, 11,`� - ,�, ,�ik I ,�, , '_ , I z, I il, ­ v_w_o.,_,.d ..Ilalo"seeboink.Ifle floodways welt toted on 110rouilt ow"Idle'Airors ,&�'13-1!�-,,�,, �h% ,.;, ,��- , � ,�, 1�� 'V�! �I,�15��f , t_'-, � ' ' var,etww ad ma,nor,raa of in,Natoom Eii",Mw,ee Prati Foodw#Y , I'lit f-4,,�� -,i 'A� �,­,­,' 1��,-',t�','_:,�,, "ClAsiWil ,� ' ��_­,: , W r wgfibs*" r Ii"wey dou a"Flov-di to the 1`14041 Inumi ;�--,�,',& I �3 'I - _­;I:,�'_ __ N : �0402 1`00"AYAR"Stfirotem the ',�p il��' I ',"'�,,�', ,"If4s,flym -,11,�, Sawdy wW Wins lionocactnis, . 1. -, - -I 2 ,,_'v i'�, is 418� !"', - - ,I ; �, � 1,.ftm�it*","o�*-o..f.s�ft.**ko,t^��d�'k"t,. 1.111,��11 I �"N 13' -- �� , m far,0.-1%*.w 00�"Calb#loite,.~"ftwu iww� ,,Al �jA 1,41 .. SAFETY PLAN -1 �, ,CnnMM1,*,""in Spe,"Fbad,HararfArgoia,may I*Itnatedod W flocol � i,w; ��1111 Fri 7 �,r, �� " � �,i,:� �- ,.,"I�'" .... , ... , I I - 4 1 1 ', �,, � ! I t 'control structord's.Rotor to so� � � '_Cgl'� , _�11 os�-, ,,, - "' I`�'Q, V1 1_'Y4 I-,- ,. .,,�, ,, .�I�.��r , -�, , : "I pi,,�"'�"Is',�'- Z 1 .z$ - Da.,I��4 1_,�im,l .�, ll '64k nooD AIE�sS lion 24'Fi PI010,11m M11114-101'of 06 -1 I .�, t', ", ,� I,,."�"I, I.- 11 ; I I - ceraw"iat�ng"for III. .��I,��, I.-l- "�1.�', 11 f�,"'?m -A , ,�I I I 1 f9o,d anj�St,dy M,W for kff&mvfto on Mod , :,g 1, - 10 ­f� I I ,r , �, � - XoNE x AMMI 04%==7 Or I%NWA#01VIM"Imo wil . I , W). 1) 4 v�117 �A r I ­,�,"', - --el Z WO ii*CAE,I , , ,�, _,�_�, : . Vw .^d,4�,T...,Mf_"­ JoMadill,an. , �,F i�'T 14 ", I ,�,T �,� - x "I'll, ' ' .'T ,z�,%�_*� ,�,,��,­'k , . I , ��,, 1;�,I 1,1 11 'te "- v1i.­ -11.,�,� , I r' ',��,-*-�, �i;,11 �J : I lw-.k�.0ol�o.wbgbf�14.11"t%�o�foo4� - , 1, , ,_ " 14W . " " .�I" .1, 1. GENERAL: ALL WORK TO BE DONE IN ACCORDANCE WITH LOCAL BUILDING CODE,AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ttal pit"Mos used an ft Prerat"on of Ih*M*O Was Ii Y&k tirit PiaM& � , � , �; , : A411 -,, "," 11 ,­­��,,I I I I I ,­ 4111 I I = orte Ai 2. STRUCTURAL: CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. I 0-1, � �­�,,�:��,��`�'­,),!,�'Q�' - riPSZONE 1104, Titna looftontal dadmin'As HAD 431 ORSM sphwoid ;1,1�-'�,;�,��,,�A " ,, � I'll " , , Dow"",It dftftl 8041"cid,010witot at StAbo Pei W o 6 in the i _.J-;II'Jw I " ,, �-'Ki , 1,'],,-1 ;� ,,,W� �'11��',`,�"','j,��,'­`�,'J 4owx I AMM5dA_twf.taaw`.*#.d12%_.Mid�.A"01d#k 3. MEANS OF EGRESS: ALL EXISTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS,SUCH AS BUILDING MATERIALS, " " �,�,", " ,Q ZONE" I ,0,�F Air�-�N,,',,,slz, �1,�­:,"t��,"�r`, � I " " �, " ,mr : ­��-",_ i`� �51 pi,�aductdio of FIRM$W WAcW JuMiC501111 AdW"130 Ift ININ P000"I , � 1, " _ . 111.1,�1 ,��w�,�4 , , -4,"', `5 ,"'� ',�'_ I 11 I- ,I,11 -� "' , ­­ I 2001i A�.o,af#wd%k�i�&-.,i".*."t,Ao.�*k TOOLS,ETC. dol.,amtok o,two,t"t."alml),,saktaq wandait".-of dfro­- I ';;,,,' Z p 1� I I W 1-,,,Ii,e�i,�,r, - 4!��,- ,� . � " � ' ' _ .ff , , ,,, � I I , " I I , ",`�, 'I" 4. FIRESAFETY: ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA,AND/OR IN ANY AREA OF THE BUILDING ARE TO BE SECURED INA LOCKED AREA. ACCESS TO SUCH AREA!S � I tot,of"Ina acti of us FIRM, ��­,`�':,�,_ 1. , �*;�Ax��. - ��Y,_-k�,,�1"", '. 4�­"-:,� ", �x t,,� ':,, �,�I,i�,,�, 'E= CDI�STAL SAARPER Fi `1s SvSTEM' (ioi ARTAS I .,,, , .I -Y1,­y &'� '� iv,, ,,, ,�,'�' ,; -1 TO BE CONTROLLED BY OWNER AND/OR GENERAL CONTRACTOR. I %­ - Flood Awatont an an noor,ate townriced to die"It"ado"Vol"Dow- . �2 hfl__�,11 11 I I� 1'r,,�,,,','�,�� I�,_r�4 ��t,;,1"':`3, -, DUST CONTROL: DEBRIS,DIRT,AND DUST TO BE KEPT TO A MINIMUM,AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA;AND BE CLEANED UP AND CLEARED FROM � 11 10 14"'Th4so In"41i",moot to,co"Vared to titi sod gm.rd - 11 ;.* :,, "'��,,,,�, ,,�4��,,4111.'�'1�',�P_�M, = Orn,mwlsr w3firrm AMS(CPAS) 5. � -, 1�� �;? - _,�4, � � _ - �6 IT`1,4��44/Z:� 5�--KMV`�` ,,�,t,;O, ,�� ­', : "�,,,�,,,,',,-,-,,-, , , ", - '61ownions refewcad to It*osainao,wertical clatwo For ftifin"m 00NA!,q - ,-14 , ���_ `,,�',!-,k�,, � ,,, ,j - , I 'C�l,-�W4tP""14,OIVIM.W.ft'�,.MW�"NIWMPIWIK�"kW BUILDING PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMULATION. DIA1.or 1221 and It. 1.� I',-I'll .11 :_ . , I", i, �V� .,,,r,:j1 ­�x t"vemoA tI0~the Natematl Cood.�VV" .� 1, 11, .� , ­--­­­-- 6. NOISE AFTER HOURS: CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8 AM TO 5 PM,MONDAYS THROUGH FRIDAYS,EXCEPT LEGAL HOLIDAYS. " ,-,-Y�4, 1� ­� ;�,,���`-'": . �Ix. ,,,�, 1,11� N on -17,i'-`��' RA?( 11 - .I., I � I, � " AV.1*dAVK0*.K11fA.b*Ad.V I � . - :,:� - r� ; I ,-1 �119 - -4 - 11 7. CONSTRUCTION WORK WILL BE CONFINED TO THE PROPOSED CONSTRUCTION AREA. CONTRACTOR WILL LIMIT TO THE MINIMAL THE AMOUNT OF DUST,DIRT,OR OTHER SUCH o American vencal Dow.of IsRia,Item the f"wital Geodtft$wvey 11 I, - ,, I 11�',%,­ I " �, , " -11, 1 �_ , �em,#oatbpgj.�wontati"ljoiwoolGebdwb�SuroYaI ' 1. - � i ­ , llz" A I--.----- *51-W — lt�a,,._*d�flolv,a,ii INCONVENIENCES CREATED TO ALL OTHER AREAS OF THE BUILDING. frowtiowintidi 3_M_=­FT A4 -11, , ;4,-1,;v4�, �. I I � . lo�­ 1�1;9 V, ;, '-­,,�,?,','4' ��1,7 ; -- - I Fi btlow�,� I �ZONI,'A�', ;,�;,­­'D , �,i,�­� -1------I I �7'., ­ 1, - I �.41' - � � -1 ; el r 11'­', 11� !� I -- - bm.0 b.00- " HGs w*.w_-erwomi, � �� -_:,'1�1,� :;I,,, _,,�,��:,�� 1��', "', INCAA,NhIGS12 �41 , ,i1zONE1X­_�� I , kr�,��­, ,,,-� I;q , Hatin"Gwrat S­sy � r 11. W ­I ­­11 w4, ,q, �, ................. orz ov coc ov,otv, I , �4 -... ­ SSMCA"2o2" I -� I jl.,;�� _ 11 _­';�,!,�;Ie,,'­.0,1b��,,�, �1: Ited" No DESCRIPTION DATE 11 -I ,� `�i, : J=Ave,= I k,- -4 V, 1,I1$5-JAW.Vtolf.ae -A­"� R �Y� V77113,; lo,Itd� ,==1=or. ,�'. snoerstatrit;'MarVairMI20010-31132 �1, 11 1�,,.-�,��, ,j- , . 1 ft,4 IINK,re.w,,41 ova,I"ol"I"10,1A.. " �&� 'i � ,e"7, ,�� 1��, ­ , � ,�!­ I .U42 �� I ,.w - 11,� ; ' ' (301)Tt3 Y�, , , , , �-, , "I'll, - "cr*iO4`oftW"aAo� I " — "",F,�Mi, , . F7;` I ,I . . I �, -­`��%-'N —_ i1l­ � 11 _6fJ_ ft"ftW4w~"w4~,1ftw*­#W, To atitain 61"At"!oftatim'd"401,11","*or to"foft'Winfowlion to torch , ��,`� I',N XMF-cr I r : , I "I - I M ,,, �. PLUMBING AND DRAINAGE NOTES Marks,lili an VN."P.PW"o mmct Mt anicamont"So,* arancti ­ I ,A�' 11111-11 I :1 "Nooree Cw,dco.Swv"at 13011 713-324Z,cot vilA As" , Y"f�-,��.�, vt�`,' 'of wi3��,'_ , - "I IaftRowV�~,*A.hMf.ffevt*Aft�#ocffi.e" ' -�4� � " -��,�,­�, r A sn:n , , mbske III .­.WQ','�­'� , 11 k,few , . ZDNEX �k,11 ZdN E I "I ''I -� "I , . I ,- )W. L, ­,�,Ww_-­44�,,�-_; : , �"_Vedto"";"Nk�ftlwvlo�of" I . 1 io I - �:_�,,,Y_ ­�` I I ,F��', , - -_ ',r',�,;J` �. ,I 11 9 -� ,_ I I -111,­Mx� ir;�, ,,'�,",% "I " ;,­,'� 11.1'. �, - . NomYokstal Offi�ofCyW$ww*twdC4tcal4nflmt�n�,�IC"Ilmgm ,�ZoNfeAL �­R,-- `z`,F��,:,,_,i,i,i 0______0 101,04,IM1111,11f.144saw show"i'm"iWIPA wart proodea Ind4w1wrost laileft , � � c"ara,c'"No "I�,' � , _* 1�1! , , a , , �,��',,,-�;,, , i, ; ­�17=�"`,,"� -111 � ,,,,,*,� .11 1., , -.1 k,�,­.��Vjt,g�#1 � Thstrowmali. , �,,,., V.,�`-V 1,��� ri ,,��,:;,; - r----4 ,was dwiIed Im.di lrihorhqu*tpfty�PrW,Icvd ad a 1.04m -W _�J t,,,otdft%ro,,aavAio;i_ I I ,- ­-, _�,, ,g�'�;i�,�,� �;,, -"111 I 1. ALL PLUMBING AND GAS PIPING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 16 AND REFERENCE STANDARD RS-16 OF THE LOCAL P`K*tMaV""bo,hVWc�)914ftd.',0 2004, W� " $ '�'�,�, � 'tm, ���, U-0 , . ,�� - 2 , � ­ ", (E)-------0 Twwo,lan 05��, ­V'_�`,,'�, � I , "" Saud ce upci toporapho W~ok It"non,Mi6e,th.Incre,detailed and _� , , ,'i� ,2?.07,4V BUILDING CODE ,z�r, '�,`�I - �i� ,3M2�W fi,"wt.cIttd�­'.,rwew 0*wor Amtwtkaro� 2. PLUMBING FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE BY LOCAL JURISDICTION,AND SHALL BEAR BS&A APPROVAL. 11 , op4c,do*Intent chaini conflowtoo"am"itiodpow"do"otlo"than `�,,; ,"�- �........................� ,\ �� 4wIw3!ToaAAwe""`o`a%`o`t vww anewn on the pe�"Fi(a It"Jorlici As*4"'Al I"F1.01 ,��,,� 1-1 �,:�,� - 1 �,�5�, -_­_ ITS-" lomw*wvA.wwTomwwwqwrt�l.k�..,*'w 3. ALL GAS-FIRED EQUIPMENT TO BE A.G.A.OR M.E.A.APPROVED. Profts.Md Awd"t Data tables tv the Ni 8ionoth 194sew.tica,Aw In, ,",-i""", ��,, !! I. ., I I _,�� ,, — , ,i�,,," .1______� , 4. PLUMBING CONTRACTOR TO EXAMINE PROPOSED LAYOUT WITH REGARD TO EXISTING FIELD CONDITIONS,AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ASSUMED Itht Flood maoreocia Stooty Room(wMeh ottans aothoado No hyrimuic datial.'" �,, -n 4 1 90P,"o,"wAeo fawn"Roatinare fmcinklat - 'I I," I I �, mm FT welo,w_fPY-�&1w_),00-­oMw t4fact Wow ciatnow atiantes tw cliffirt imm wt,at is tho"an 1I roMap.Also, ,,I� ,,,, 11 � ­ I- ­_ � FIELD CONDITIONS AND THOSE ENCOUNTERED DURING CONSTRUCTION. PLUMBING CONTRACTOR SHALL INFORM ARCHITECT OF ANY REVISIONS TO PLAN WHICH SHALL BE �­ . o,, z froem,ol 44 tbl**A WSVw%h1M f0t WWO"d W-1,010 fftY 00 am"ft E; I " - ,"'' ­ ­ �� ­­ -11 111-1177171-1--r7r" - ,��', � 11" , ." , , I, �� ,�g�'­� ,,,, : NECESSARY,BASED ON CONDITIONS UNCOVERED IN THE FILED,IN ORDER TO INSTALL ALL FIXTURES,EQUIPMENT AND PIPING IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF - "I'll ,�, � .1 ,�_:, ­,�,­­_,�, ." � I 've,aae"Prmwoew -�_,," �,;�I I "'""', �,,,,, fv�­, , I -, , - 1,;��,',�, ­,��:t,�,,,,�_,`,_: "I 11)1��1,11, ,Dx$sI0 &�..-reitftwetfnmtontotkw��afut ,:,,, , � -, �"I", , , ­�,,�,; _ I THE LOCAL BUILDING CODE. I 11 11-I I ,;, ­, , , � , I ��r� I I i:,,,,,7."�;,";,:` ,, -��,'"�", �," �,,,,,­�r, "" ", ,4 �, F*rlp.wi I I -"'.�_,%, ;, T 71 "C�Wl"11nolts smw an 11"mv aft bm4o on In*two"*womrit*1 ft* I �i ': ,� . 1�,­1'1� ,"I'll ; ,'��' I,­ I:� "i t,1,r_ ', 1,,� ,­ -, '­:�":I/,;`�:: %, "'t), Q I ; tMIA Itoorwo 5. PLUMBING CONTRACTOR SHALL ARRANGE AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. - � �,;�­�-,- ­­,;­­:­,,�, , ­/,;�,;�,,0�;/,;�­/ ­­ 11��'F';, ­­'� , � " " - �'­ , ��, '­ I I ,, ; . �41 , , �V', 9 � 6-d"lootm 6640,40,chang"dw to wv4MlM0Ma,*r dI-#aMftXa-oM4 M" ��_ � , �, '­:,� �,, ,,,,,, ;,��,­_�­,,,'� �� �`, �,',�',�� ,��;�­,­ 'I" ,"g, 6. PLUMBING CONTRACTOR TO CONFIRM WITH LOCAL AGENCIES ANY RESTRICTIONS ON UPDATING PLUMBING FIXTURES have doccanwaanoMfies supwap,vatnedi,Invariant swaocordo-l-wom !a �,� I� ,�";�.,*�11,-���,,:t I-'y 1/�',' � , ,-,�,0';�`;"',!��o,�, , , . , - ,� ,�" ,,,�l ��,,,�",-! � 1. ; I I I I - � �: � :�,,, . 4'_' - —11 - , �, , I � � , . �1, �. .� 144441!IA6V� 11"_4_1114,�!,, "­:"�'�,,'�`,,; . .1 'i,�'%`-�',f'- "I I I WPIMPOWDw I ` , , ,::_",.�,'�,�' , I ; � , - 11 , "' , , � 0 ,��;, ,�*­ ,,,­;���,q,­"`; . , * I 11 �, � ';W4, �i,, ��,I � ,�X­ ,� - , , "' 'i" *.61�1,0,IIIIIM.F�oonmw,t. , - 4 1, I I -,"; I 11, -,�"�, ;­q,�,�,­ i�,,­�,., ,�",,�',"�I " croww4n,ols.aism."wmm oropm000 10"Tiocentai*, � .., , �, , I , I � , ":it;,_" ",,, ", " , � -,P,� � , , ,, , :/"" �1'11�1� _,"', -- ,­ I . I .1 I I �� - * _, ,�L / ,,,, ,�, ,;-4 1z,, � �,"*_r�,� ,,,,,,, ,�, � UnIc""MmCgeowflyom NOTE: THIS PLAN IS APPROVED ONLY FOR WORK APPROVED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS ��I - 4 _;.. � I 1� , —, -- I EITHER APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. , - ­� . '.�� L �_ , ,- ,�.,, --,�W.­­ " Pwowe raw w"4'"araiefy polo M AM Iti fix se,4"Niow In"aww�nq , I I -�*.. I ,, v,,�,',,`,`,'��4 ­:�z , ­­ "i ",I�_ �,� � _� , -�­�� , ,.Z FLQWMVP.0"M4TEhoP � � 1� � _� �� -­-..........8��,�,e , ­­ ,z� ,�j,,,,-,'�4,'�, - - thojo,,Qtdotm"wtftf"iNsf.,kuhc�'" I � , - k,-7;11 I I � �. I - � - ,x,, n, ­�I�e­I, , '?,111 , V� I I I I 11, . I ,­­­ , �� , � __ - ,,�­,��,, "­,�1�,�M­ "', N*p.ts" , 11 ,W,"�- �,­.- -­-­ , 4�',,,,- �,� I " I 1 4__7 � � : I,:�,z Oi e Uj,,:,,�rol,�k "',, I ; troaE Zere,catwilary Is"bon difided In-a Ut"It of WM$mb W"It Acidic" � ji�,', :, "�-, -1 : ;1� I .1"t S�­­­�-,x" , *% ­�,��, fUMIMA),The UIVIWA"preaMMIS IM 8XW,dM1A#lkndaWd W"K of the I'S '�� , �,���:,�­ I, .�i '*"�' I 11'1��, �� , - � \ �, , - � _bm I : �, y- , I 1, I, ,�e.. �vrocTmoAvIsloilf"W"%101rto^fva � ;� �r" ,�, -­� , � 11.04-71,V301.. o. - I � -1 I,P lt�' 1� I -.w.b.,.-Iws..wf�l---.,�,.�#��,.#.--,. -1nI&*ftC%*?*A"ba , I , , -4t ,,�,� , I - . , I 4 �� " , �""'M",,w- 'e"""," , I I -,-,&,"- "' 7 Wf­ ,,�,� " ,bmi,oa~ X*&b#""she VE ZDAP and OW Ll"Wa � � � I x- I "" � I � , - Joe W~ft tticrefirMa,ooMI the UMIVVA for area W"It VE ZW"4110 too � �­ "", 1:11 � 11 , �_j,.',f",i:­".�I,j, It-o...=Frwm--.4.,.,.ftd".��d-�.w4. I . S 1,)­:, A ,�.', : , � - � , I,- ; . - I , , 'i, ---------- I , . ­ , _,��,r ��"M ­­ il'o, , --�,,,��;­�_1'�,,�� I . � Or, ktnii"Iai"aw to,bid*in stavow then those in that VE 1401, I 0, "- ,� ,-1 I : ­ :rm�_, ,4 " C-� -54-'W � 50 KNOLL CIRCLE .- I , 11,��,, �,:,�',I I � �,:, tj � - I 0-N� ­,", ,"""I'l I 11 - - o r�", � ZLW�E ,�_ 'w I— " "',_� -`-e,�I, - ,1, : Coni the FFMA 11i go,"Cai at 1-900115o"To tot welTawn to ' A", ", ,���;;,4`����` -, � ,"[afi*plocucts$,%W*.d%Min#Ms FiRsA A,,43,101ot P10*1011I IMPY ird-olit ,:,t I . �":' � ; ,_ I r I 1� I VZONI "1, 11:1, - , ,/_ __ , , "", 'L I, 1., ! III,64"I"9 It"vwotMco l&.0atile It oft vvrr,�c=~,oxf losaota, pteeouty wooea Lawn of map Ctonow a FwA tomww*oe Shi"wL www i , � t,%,,',*,�� ��--1 -j,-,,-,,,:,, \ ! _xI4T&o&fQa PLUMBING RISER DIAGRAM: . , �: -,,-,��-, a��"­*ftNtkr,fn.d1Ma__F.p , - I ,�,�,,� li�l i 12, � , - " diow vatfum or d*mp T)w Fi MV So%oo,Cettw, M"411w Ite"Kii4d I I � � ". �� I :% �... � ,by Far of 1-80Q'31R,Sfin ard its weli At h0p,grWAnniii `�'':� ,-, !�-:�,-�, , I .1,A- I i,:;,Af";,-,�,��$��,Ji�, X ',,,�.,I��,�,, ,,v",�",4,�',I 1 1 11 � � � _* , I /,� "w"W, � I­z�"I' '� '­',t�",I I �, �, " . r L. 11 oc--w­ -,���, �, 11 1�1' ; 4?- fx 4 stout"Map o'qw,wo"cca.cafmin�itim"o"M Flood , I I - I'll �� ; ��: ; a" SCALE Ir-AdIr PLUMBINGWASTE ELENTARIO-JARAMILLO RESIDENCE r= -33fl,2wl or 1� ­ z ,,4.'--I,�"""r.w,*�"",-,-,V""J"�o'�,'., �L,,,�-,.;" ,-�o �`� GAS " .1 . � al - ; , I 'I��'" "," --1 11 I .- I- w 1 , so im Moral,plawaii la??.FEMA MAP 04?7' �,; I I ­:,� -- . �: !­­_ - ��,,-iI��, � ! I "I :, ,�, I f. 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CommootsfAsstimptions w r • = l#,Tteq,i0 4t Req-IDI .................................. ..1,,,:,.................._...- 1111.._-_11.11.._.... 1. 1.11..,_...._.......,,,:.._,,,,,._-.,,,,.,._ i..... -__,_„-.:._._:,, ,,.. .......... di 00 ° 00� [FOd}t insufationR-vatue.Whereinkriirr,R;� dR ;C7Does.Not TMbhtorvrNes.. 402:3.4 : }DaesNot. :tableforvalues 65washingtonst9d p C+ ' , d �i �7 cNiA,", Energy Code: 2015IECC Iinsulationisused,verification I - -- [FRi}t' i East Wal!(Back):Wood frame,26in,o.c. - - - may need to occurduring 'C INbt Qbsetvabte ; ! ONbt Observable br00kiyn,ny 11201 Orientation:,Back Requirements:100.0°/*were addressed directly in the REScheck software Insvtation Inspection.Not i x 7kd Applicable __ .. `[ Not Applicableri; , I I c Exemption;framing'Cavty Riled with insutataon fi ;required in warrn•humid tocat#ons: g A02.1.7 ;Gipxing Li•factor{erect tMeighted .t t)- ;U - .{c� rrop#fes :s.sth#ErWe»p:auernwrea. 720.289.2672 t Window:Wood frame,2 Pane vel Low E 151 Q,350' g3 Text in the 1 amm2ntslAssumptroris"column is provided by the user En the REScheEk Requirements screen."Por each 1n Gilmate zona 3. 646.395.1506 f Project 50'Knoll Circle requirement.,the usercertif#es that a code requirement will be met and how that is documented,or that an exception --•-•--�---------•-. 402,3,1, 'average).. 3 I Coca$Not ;tab>+r�vawesI SHGC;tion roe i n I i v 303<2 ,Conditioned bas@m�ne wail :Ocomplies Requirement,wilt be tnet< 4023.8, Orientation sack Is being claimed,Wheli compliance is itemized in a separate table,a reference to that table s provided. t 402,3.6, i } i 1Not Obssrvabfa [fO5} insulation Installed per; C3Dws Mot Energy Cade: 2015(ECC _ _ nufa ret Instructions, 402'5 :©Not"App#tcabta , East Basement:nu€i ;fns ctu s ' ' Section ,E]Not observably : {FR2}t i i Location: Suffolk County,New York Orientation:Back Plaits Vei€fiaii Field Verified #. Pre#rrspuaCtia»fiTian Retr#evz. Comps#es? CnrrrmentsfAs^,umptiores CNot Applicable : ¢' i Exemption.Framin'cav Itted with insulatbn Vacuo Vafuw. ,- ,'_, Construction Type- Single-family P $ hYf , . &-R .1D •..,......,._,..».,,,....,, „_,....._..._..,,,s,.......__ :..::.:...::: ..::.:.....::.:;,:,.,,_6,:,:;:.,..,,,,.,,..,.. i I.2g „ 402.2.4 ,Candidonedbasementwali ft R L}Cbmpfies ;5setbsEnveRrpsAsterriblits - -- - r T Door.Glass 84 0 350 - _- P Project Pe Alteration - - �^- 303,1,3 `U-factorsnf tensstratton'p'mducts-: :,::,>_. ;-£_.,:% =s".w;;;::-' :,:: ":.::r =C1Co ties ?R irernsnf will be met.- C«tstructian drawing and C7Compt es Requiremynt wilt by met. F06 y rs v*lv� JAMES DEERKOWSKI P.E. J X 5HGC:0.27 103.1, i t j #nsu#atian dtPth of burial or CjDo@s Not Rd}t in actoTdarice documentation demonstrate' _ ' [7Daes Nat distant@ from to of wall: $ [F ar@ determined Orientation: Bldg.faces 125 deg.from North 103,2 _::;-;:..:<.,.,.,. p i C7Does Not. Odenutron,Back t t mM ire NERC testprocedure of ,i. de G nce for he a }fi+tot Observable ; P PR t a t 1 suer q tom • S ! Y P �.v g ,,',,',,, .:,;,, 260 DEER DRIVE of Obs b to Zone. erva let' Coma d ISM D "[�! 99 H D N Observable ' } of ! _ .,. afrom, f ._ � �'�[Et `keit n the defaulttable. t � South Wall,Woad Frame 26tH.o.c. Thermal.b '(din i Th - , , 'L3 t building crrrt Nat ab @ anus a A k $ • piA „1:111 , . , ��'-'�;�. --1111.. -,,:: , ::. : I ....--_.._....i_------------------------------------__. _ _-1111--.._-.-.---- ._.W------------------- � �....;...,,; i=1NotA t#cable Permit Dake. �, n. _,,,.,,.,.,........ :. C]Nat APiti,cable ,: ...,., ., _ PP MATTITUCK NY 11952 O entatro Lack side envelope represented qn ,::�,,;- : t a nn st l - p m R i 303 2,1 .A YateC suet ve is in a€ed ,. .:;,=,•- ::-:. ; C8 Ees u cement velli b@ lust, ' co '" Fr ! t insulation I, :,.1111;.:, r-,-.,, r::;x P $ , P eC{ 402,1.1, ,Sit , htU-factor, erth m mat Exemption: ami Cav fll ed wiM construction documents. ::,. "::.:, 1111, �:-1:111,:.:;111:-1: r yi$ � U-,,,,,,,_, :jU' �,-„ Corn Fias ,3 a R' ab eAs� hg ' Parma(Number.. n$cavity I'l [f011F to protea exposed exit@na ;-,'_ ," ;,;; ,s Does Not P 1 p TEL: 631 774-7355 Window:Wood frame,2 Pane�wl i-ow-E 52 0.350 18 rat drawl and :' : '.,' ::..:CJG U`es- tR uirement veli be met. 4023.3, ; } nes Not' !arra ues. 103 1. Construction an ngs ,. o eq insulation arM extends a I I "," ,='<:;.:;;-- ,,, '-- ;frah t'.;,,,';'::: : ,:c ONot Observable 02.3 8, Designer/Contractor. SHGC:0.27 103,2 .documentat,on demonstrate" :...: [� o minimum um of 6 In,below rade. "'+ F .Construction Site, Owner/Agent: , ,. :;:; ,;:, Does N t i mi m g 4025 : Not Observab @ ,.,,."", . . Orientation:Left side 403.7 -energy code compliance for '-."'"'`, "%%'" ' '" ,,z ONot Applicable , _ ___ 50 Knoll Grefs .- I _- _-,.-._-�. i t i ni 3 ;.;'. "::.;;"..':",',:,,,,, r „'>;;,::, `;:';;ONotQtSs@irvabte'� {FR51t jNACAppiiCabte r, York 11939 South Basement: --- --. -•- -- -.- IPR3} !lighting andmecha ca systems, ,;.,.,,,..,�. ... I 403.9. :Snow•'arufke•meid s tem �;.-;;-;.-::':.II",.,I,�;I;;;y:'=.'- "�:;.;'.F:��1Com-.-lies �..�ExCe An:Re uiremantis �€ East Marion,New Nat bly Orientation:Left side Systems serving rrxlltiple ;,::.,;;:'. ;,::, :. Applicable F012 controls instaEled.' : a i' ,.. -; - [ P �Da@s Not n t applkabia.q - - ------_ -._---_- ;`:. Exem tion:Framing cavi filled with lnsuiation !dwetting units must demonstrate -- . P ^9 ty. ';<; ' "" '; :,, ': :-; _,i 4021.1 :Mass wail exterior insulation R R- i R-- iClCb- !ie- s -- Seekne ErwehpeAbseMb%rs: icompliancewiththelEGG ^:'.; :C}NotObServabie : - 'tn' Consultant Window:Woad Frame.2 Pans vel Low-E. 4 4.35Q- 1 } ale lar s 1 -:;,-,.--:-,::,:a„>,,;>;:.,,,I,I",:.%;:, ;,;;;," [FRiat vaiue.Nmorethan45ofthe a a DvestJot, its value 11, Commercial Provisrons, .I]NotAPpikable i Address ra - .: i .,. ,s ,'s , , ,.,rr7,,.,.r<,.:',. Le , >,77 SHGC,0.27 , -- - - .- nSUFaLion is on the watt itr"rior. A eSS i Orientation:tett side 302.1, 'Heating and coating equipment is i Heating: t heating: 'OCompties 'Requitement will be met. the#nlettarinseifation a jNal Obseivabta' Additional CammerltslAssumptionu; i 3NatA cast@ Address North Wali;Wood Frnme,l6in:o c. «. 403,7 sized per AGGA Manual based i !' Phone 9tulhr I Stulht'_ 1L70aes Not Orientation.-Rights#de {PR21t ;on taadscakutabsd p$rACCA 1 Coo4ing: [Coaling: ;pNaL Observable; ;requirement may es and j PAf Exempt#vrn Framing cavity with insutattan .« Manual J or ether methods :q riinsuta bn Inspection. s Stu/hr Bttrlltr °CiNak A t table ,._......w. ;_m, -.�_._.__r w dato ccuk t _ _ _ approved by the code official, I --- PP " ,. .-«w.-w� _W r.... Fax Windawi Woad frame,2 Pane wl Low•E 26' 0:350 .9 E 303:2 Mass wan exkerlor insiriatian %,;;,;;,: ; '. "t,;;: ❑P❑oOTloftpo.,d o IU 65 Washington st 9d brooklyn,ny 11201 I I c 720.289.2672 t 646.395.1506 f JAMES DEERKOWSKI P.E. 260 DEER DRIVE MATTITUCK,NY 11952 TEL:(631)774-7355 Consultant Address Address Phone Fax \ e-mail \ SPRING POND \ \ o / EXISTING TREES TO REMAIN -AVOID ANY WORK AND DO NO PARK OR PLACE EQUIPTMENT WITHIN DRIP LINE TO PROTECT HEALTH THROUGHOUT CONSTRUCTION / EXISTIGN BULK HEAD AND DOCK TO REMAIN UNTOUCHED i N_ I � I � ti \ N SITE ANALYSIS AND STORM WATER MANAGEMENT: \ / - - NEW PERMIABLE SAND SET PAVERS PROPOERTY LOCATION: 50 KNOLL CIRCLE. 1 FAMILY DETATCHED RESIDENTIAL f _� 1_._._�._-._i -...! L._. _J. _ �__ _ .I (JOINTS TO REMAIN UNGROUTED)- EAST MARION, ._.�__--,_____. I I 1--_ _j___ ._i.._ NO CHANGE TO USE OR OCCUPANCY 30 -01/4 45'-4 3/4 [ 1 -0" SEE BASEMENT PLAN ----� — T --,- - - - SOUTHOLD, NY 11939 y 11 I C I- T- 1-_ (OUTDOOR SHOWER) ZONE: R-40(1 ACRE) = 40,000 SF MIN. LOT SIZE __-!_________.__.___ ___'___!____1 I ❑___❑ '___ _I REBUILD AND REPLACE(OUTDOOR \ -=- - - .._._.__. l._- i i_ _--L. ❑-�/ t ❑ i- T r 9'-1 - - 3 3/4' SHOWER SAME LOCATION LOT SIZE: SEE SURVEY = 10,057 SF EXISTING NON-COMPLIANT T F-1 (EXISTING HOUSE o - -- -- - ;- - - - REPLACE ROOF SHINGLES WITH YARDS: / \\ Eli - 1 -❑ ' ❑ STANDING SEAM METAL ROOFING- EXISTING PROPOSED INSTALL PER MANUFACT'URER'S NORTH (FRONT): 30'-4 1/4" NO CHANGE EXISTING NON-COMPLIANT \ SPECIFICATIONS WEST(FRONT): 25'-1 1/2" NO CHANGE EXISTING NON-COM'7LIANT • EAST(REAR): 26'-0 1/2" NO CHANGE EXISTING NON-COMPLIANT E �° ��-- - SOUTH (SIDE): 9'-7 3/4" NO CHANGE EXISTING NON-COMPLIANT LOT COVERAGE: EXISTING: PROPOSED Q / 20 19 NEW FIREPLACE AND BOILER BY BUILDING = 1,417 SF 1,417 SF CHIMNEY-PROVIDE WINID CAPING - (45'-5.25"x31'-2.25") NO CHANGE �l AND CODE REQUIRED DAMPERS ON 14% 14% COMPLIES / FLUES (1417/10,057) NO CHANGE EXISTING GRA L \ - - DRIVE TO REMAI \ NEW SKYLIGHTS-INSULATION BY ENTRY PATIO 28 SF 195 SF �o o VALUE PER ENERGY CODE (4'-9"x 5'-11") (17'-8.25"x 11'-0") 2'-0" T I ANALYSIS-INSTALL PER; 0.2% 2% COMPLIES M► , I MANUFACTURER'S SPECIFICATIONS (28/10,057) (195/10,057) / \ BUILDING HEIGHT: EXISTING: PROPOSED: \ 35' MAX = 15'-9 1/2" 18'-1" COMPLIES \ RIDGE CAP PER STANDI��G SEAM / ROOFING SYSTEM-INSTALL PER NO OF STORIES= 2 2 NO CHANGE \ MANUFACTURER'S SPECIFICATIONS \ � SANITARY SYSTEM: NO CHANGE TO NUMBER OF BEDROOMS-NO WORK TO SEPTIC SYSTEM PROPOSED \ / 21 STORM WATER MANAGEMENT: PROPOSED: TOTAL IMPERVIABLE AREA = 1,612 SF / \ NEW PARGED CEMENT PATIO AND (1,417+195) ENTRY STEPS CAPACITY REQUIRED: = 268.67 CF or 2,015 GAL (1,612 SF x 2" RAINFALL)/12"=CUBIC FEET or(CF x 7.5)=GALLONS No DESCRIPTION DATE \ r o BURIED/ R GAL. PROPAINE FUEL DRY WELLS: 6' DIAMETER DRY WELL HAS 167 GAL. CAPACITY PER VERTICAL FT.TANK PER STANDARDS 8' DIAMETER DRY WELL HAS 315 GAL. CAPACITY PER VERTICAL FT. \ 10'-31/2" AND FUEL AND ND GAASS COO DE REQUIREMENTS \ N PROPOSAL: ONE 6' DIAMTER DRY WELL x 5' DEEP =835 GAL. (5*167) / \ r' �\ - + ONE 8' DIAMETER DRY WELL x 4' DEEP = 1,260 GAL. (4*315) \ 17'-81/4" - 2095 GAL CAPACITY _ \ ti \ Cl) -- _ _+ CQ T.O.ROOF \ PROPOSED DRY WELL LOCATIONS — 17'-11" AVG.ROOF 50 KNOLL CIRCLE I 13'-61/2" \ o 100 LINE FROM EDGE OF BULKHEAD _ _ _ ELENTARIO-JARAMILLO RESIDENCE \ � ! I I i i ( I — B.O.SAVE 9' 2" Project number 1505 Date 08/17/16 _ - - CIRCLE KNO60 I i _ FIRST FLOOR FF OILSITE PLAN li I ; i 2 -0 GRADE _ _ 1 - A-001 . 00 777777 AVG. _ GRADE I ❑ i j ; -4'-61/2" Scale 1/8"= 1'-0" T.O.BASEMENT SLAB Seal and Signature - - - I-I 1 1-I I 1I I-I 1 1 -7'-61/2" 1 SITE PLAN PROPOSED SOUTH ELEVATION a 0 v v ti 0 N N REMOVE PORTIONS OF SUPPORTING EIT] vO �'P'u�vO� WALLS AND POST-PROVIDE BRACING AND 65 washington st 9d SHORING TO ENSURE STRUCTURAL brooklyn,ny 11201 d @ s ' g n STABILITY THROUGHOUT COURSE OF N 720.289.2672 k I l c C II WORK —� N 646.395.1506 f REMOVE AND REPLACE OUTDOOR SHOWER JAMES DEERKOWSKI P.E. PH SAME LOCATION- REPLACE AND RELOCATE PLUMBING AS REQURIED 260 DEER DRIVE MATTITLICK,NY 11952 TEL:(631)774-7355 EXISTING SLABS, FOUNDATIONS AND \ MASONRY WALLS TO REMAIN UNTOUCHED Consultant Address VESTIBULE r (/�, Phone Address Fp r r I/I PREPARE TO LIFT WOOD FRAME-DRAIN Fax AND DISSCONECT ALL SERVICES e-mail -- BETWEEN FLOORS Z 1_Z7 Z 11111r Z J1111�/�I REMOVE AND RELOCATE CONNECTIONS / I I� FOR HVAC AND WATER HEATING — — EQUIPTMENT IIIIf \ I SPECIAL NOTE: PREPARE TO LIFT WOOD FRAME 2 FEET ABOVE EXISTING GI I FOUNDATIONS: PROVIDE DETAILED I WORK PLAN INCLUDING SHOP DRAWINGS _ OF SUPPORT STRUCTURE AND LIFT II7 PLACEMENT TO ENGINEER FOR I AHU XI I I APPROVAL BEFORE COMMENCIING WORK III I I I STORAGE -7 II DIV - - - - - � f I 1 EQUIPTMENT NI ' WHII= 1 = FI ► I 1 BASEMENT DEMOLITION PLAN REMOVE ALL SIDING ——— ——— ——— ——— — — ——— ——— �- of ° ° I' U ° 0 REMOVE ALL FLOORING f I _ _ I BEDROOM U II KITCHEN REMOVE ALL CEILINGS(EXCEPT AS ® NNOTED)-SEE BEDROOM FOR ROOF FRAMING STRUCTURAL PLANS 1° (I \ REMOVE WINDOWS AND DOORS- l� REFRAME OPENINGS PER PROPOSED PLANS \ �1j Z Z z J---T--jam Z z z�-1— -« I No DESCRIPTION DATE \ I >< BATH �� I EXISTING CEILINGS TO REMAIN \ , BATH THESE AREAS-PATCH AND REPAIR AS REQUIRED, SAND / \ 15 / (�' Qu � 10 I I � AND PAINT PER SCHEDULE _ / -` 711 o _ \ REMOVEALL FIXTURES AND FINISHES M + I I 8'-01/4" 11'-8" / 12'-0 3/4" i 50 KNOLL CIRCLE LIVING / DINING T = D —� 3 ( ELENTARIO-JARAMILLO RESIDENCE BEDROOM IT BEDROOM CUT AND FRAME NEW STAIR OPEINIG- Project number 1505 i SEE PROPOSED STRUCTURAL PLAN 6 Date 08/17/16 1r II 11 AND VERIFY DIMENSIONS AND LOCATION ON SITE- PROVIDE SHOP II II DRAWINGS OF STAIR FOR APPROVAL DEMOLITION PLANS II II \ DISCONNECT ANDSAVE A-002 . 0 0 II II \\ II PLACE VESSEL FIRE Scale 1/4"= 1'-0" - -- - SPECIAL NOTE: PREPARE TO L.IFT WOOD FRAME Seal and Signature 2 FEET ABOVE EXISTING FOUNIDATIONS: PROVIDE DETAILED WORK PLAN INCLUDING SHOP DRAWINGS OF SUPPORT STRUCTURE AND LIFT PLACEMENT TO ENGIINEER FOR APPROVAL BEFORE COMMENCING WORK 2 1ST FLOOR DEMOLITION PLAN a v ti 0 N N i v v a v v �Doo� �Dao� 65 washington st 9d -- -- j----- -- - Brooklyn,ny 11201 � � �I� 15I-0"I I 720.289.2672 t -I---- - -----. _ _ 646.395.1506 f I - . 7 ....._ -N -�---- -� -- - 1 - --- - JAMES DEERKOWSKI P.E. 260 DEER DRIVE --�-- - I - -1 - -�. -r-� ---------1------- MATTITUCK,NY 11952 ._________-__.____..___.. T- - - i TEL:(631)774-7355 -1 EXISTING TREES TO REMAIN- PROTECT DURING --- CONSTRUCTION 1 Consultant Address Address cV N Phone SAND SIET PAVERS Fax ------ ----- -------- 0" - - - -- - e-mail OUTDOOR KITCHEN: STONE I COUNTER ON PARGED - -- I I CONCRETE BLOCK WALL- PROVIDE THERMAL ISOALTION 1 AND FIRE RESISTANT / -- ----- - ALL OUTLETS SHOWN ARE CONSTRUCTION BETWEEN BUILT I_._..__-._.___ _...... .........____ .._...__. ._......, ._....._.._...-! _ . ........_...___ .._...� .._._ .__. ..1.. _._._,____�.... . .._.. IN GRILL AND HOUSE 10'-7 3/4" 2'-10" - �- - CONVENIENCE OUTLETS AND r 1 1 o _ _______.�_________ ___._-� __-�-- - 1__-__-_--1-----------------_1_._--__ -.._... ..___._;__.._... ..._.__... OUTDOOR SHOWER WITH FENCE SHOULD BE CONSIDERED IN �____;_., _ ADDITION TO THOSE REQUIRED 3 -0' 4 4 2 -2 4 r A-011 ATI 2'-8" 4'-5" ENCLOSURE-NO ROOF BY CODE AND APPLICANES -- .!- SHOWN 411 2'-0" 4.. -3-- CABLE SUPPORTED TRELLIS-AWNING I ABOVE (PROJECTS FROM BUILDING -- -- T -- -- -- 24" 3'-8" FACE MAX)) 2x6 UNTREATED CEDAR'W/STAINLESS STEEL SCREWS, i - _ _ _ _ _ _ SS CORNER BRACKETS AND S CABLE S — v i i - - cif� �- . � ,_.... _-` -1�f ------ -1 - -'--�1�---1 -- � -1�-- `� ---�1�.;, _ __ � _ I� -I - I I� I I l I I III I I f III l ( I I III ! I 1 I 2 1 I _ II I I I I _....__......_ 4 L _ 1 l 1 _I _ l_-_-- PLANTING BOX ALIGNED WITH `�...;... IL �_ _ L - - - I .._. JL[ _ _ _i�'L = _ � �- _ --_ -_ - - - �L _- JL _ JIWINDOVNABOVE HUNG FROM- - - - - - - - - - r _ �I T O o --JI TRELLIS AWNING W/ CONSTRUCTION TO MATCH - -------- ------- --------`------ -- ---------- - ----- II .......... ... . / EQ 6 -0 - - - c� NEW HV AC CONDENSERS AND 6 0 6 0 6 0 EQ O OO I PLATFORM-VERIFY I - - -....—--- ----- -- - --- - --------- ----- ---- ----`- -- --..-.._.... ._._.... ----- .._.._.. - -- ..... ` - -....- -...- --- -------_. -J EQ U I PMI ENT REQ U I REM E NTS I o i Lu -. - - - ---- AND INSTALLATION CODES -----------------------STUDY- ---------------------- --- - --- -- ------ -- - --------------------------------------------- --------------- -------------- STUDY--------------------------------- ----------..------------------ ------- - — --- -------- `— - - --------------------------------------------------------- --------------------------------------------- ---- --- I o r1 p M _... _ . _ .._..._._ _............_. ..._ .............................-................. _ - - i 5 4-- - -------�- o --------- ----- - -...` -- -- - - ._.... -- - - --------------------------...-------------------------------------------- -- -- --- --- -- 3'-0" 4'-4 3/4.. 3'-0" .......... ... ...-.-._.......__.._._-..______...._._..._._____..__.__......._..._.._..__.__..._.......-N__ __.____ - __._ II NEW BUILT UP FLOOR _.._..__..__.___....._.._.._.......-.---------------------._.._...._.._______._. _.......__. . ............. . .._.. ._ .... SYSTENA PRE-CAST CONCRA-003 - --- -A-004... \ STE P I N G STONES -- -------------------------------ETE -- ----------------------------------------------r--------------- - - -- - -` - ` - -- --` -- -- --- ----- --------- ------ - ----- -- - -- ----- -- - -- - ----." `- -----...-- - - - - O BETWEEN SAND SET -- - -- - - -------- ---------- - -- - ------------ -__...---- ----- — - -- --- - - ------ - - J 275 GALLON MAX DOMESTIC FUEL W o - - PAVERS ..........._.. _... . ....-. .__. _.._....._..... _.. ... __ .. . F_ _ � TANK AND NON COMBUSTABLE1 ----- --------- ----- ------- ------ -- ---- --------------------------- - I I PLATFORM-TANK AND INSTALLATION TYPICAL BASEMENT WALL- REC-R II PER NFIPA 30 2015 EDITION - o ... _.._._.__... -- _...-__.... _----- ----- _.._-....._ ...-- ._......_._..._. SEE DETAIL - - -- _ ---- ----- ___--=- - - ©8 -------------------- ----------------- - - - ._... --`._........__.._....- - - --------------------- ----- -j- _�I - - I -- --- - I " _ 17 ----- -- -- ----- - ---------- - -- II I 4 A-011 - ---------, 1-- A-021 1 II 5'-0" 0 14 BAT j Co _L. I 17 tt Lu A 011 2 ------ _...-` --4 - - -----` ` -- -- - - --- -- =-I� _ EQ Q 9 r - - --- ----- -`` - - " -- ----- - O. PLANTING BOX ALIGNED WITH � O WV ABOVE HUNG FROM r j ~ r - - ------------ -------------------- --- - - -- ---------- L LIS AWNING W/ - - ..... - BUILD OUT SUMP PUMP I i _ I I H_ H n u u II _....__..._...___.-- --_-.... TRE _ . __ ! I o! I ___ii" a 1i Ii-. ii - !! - -11 ii t- CONSTRUCTION TO MATCH _ 1 .. _---- _ 21 - CLOSET AS REQUIRED - - tr tr-rr rr- rr-n--rr �r - - ----------- --- - - - - - - CL- PER CODE ! ..i1.......f1 —1! H It n it It M _ - - - - �- -- I tt_ u__�I_-u _t�-�- -- ---- �2 U P c 2' 6" 6' 51/4"+/ 2 6'r f -- ---- --- --- 7 -- - I t - - -- - -- - -----------------------`-- - -- CHIMNEY N _ NEW R FLUE LEADS TO ibl - - - -- -- - -- -_ _... � NEW HMA EY LOCATION ( Er so _._.._._...._.-..__..... _. .. .. ___... .. .. _ VERIFY MAXIMUM CUT OUTS ! --- ------------ ----- ---- ----- NEW FROSTED GLASS _-_- ._-- __-- __ ALLOWED IN FLOOR SYSTEM �- GARAGE DOOR PER r •� �• WH -_ - - _ - - I SCHEDULE T ---- -- ------- --- --- NEW RAIN SCREEN ` l + - r - SIDING!SYSTEM SLOPED i �* — - WITH TERRAIN SEE I � �� - � �� � �� � �� � �� � �� -._..---- 13 T - _ - 4 -0 0 6 -21/4 6 -2 4 -0 3 -0 4 -8 , 31-01, r 0_ _......._._................-STORAGE- .... ...r_.__-_..._..._._.............._... I R7 GARAGE DETAILS MECHANICAL T 1 NEW STAIR PER IRC 2015 I 13 15 --- - I I I — SECTION R311.7 --- - ----- ----- -- - --------------- - - - - _ _ 12 r ----- - ---- - - - REQUIREMENTS I PROVIDE FIRE RATED �' -- ------- -- 11'-7" ---- ---- - _.--..-- ( - - SEPARATION PER CODE FOR 10'-8" ALL WALLS DEMISING - --- -- - --------------- GARAGEAND RESIDENTIAL - - 22 ` - -- - - 23 - - o N =1 I I—I 111 11= -_- �- -- SPACES - ........�......_._. ___ W D - O - _ r— IIII I III I I P1 =1 — I (=MECHANICAL ROOM PER CODE-PROVIDE IIII I I III 511 III—III III—III III—III IIIIII—III FIRE RATED DEMISING WALLS FRESH AIR-IIIil II I ISI I I IIII I III III III III—III III IIIIIIIIIIIII I II 1 F "J. INTAKE, FIRE PROOFED SELF CLOSIGN DOOR, FLOOR DRAIN ETC PER CODE 1 BASEMENT PROPOSED PLAN � BASEMENT CEILING PLAN 1/4"= 1'-0" No DESCRIPTION DATE RAIN SCREEN SIDING MATERIAL: 1x6 CEDAR SIDING STAINED AND SEALED WITH BEHR PREMIUM 100%ACRYLIC LEGEND SEMI-TRANSPARENT WEATHERPROOFING ALL-IN-ONE(OR EQUAL) IN SLATE COLOR(PROVIDE FINISH SAMPLE) VERTICAL AIR GAP ® NEW PARTITIONS ISH FLOOR DROPPED CEILING OR SOFFIT PER SC TILE FIN MINEARL WOOL BOARD(R12) BY ROXUL OR EQUAL M+ - _ PER SCHEDULE so HARD WIRED INTERLINKED SMOKE AND CO2 DETECTOR PER CODE PLYWOOD SUB FLOOR CONTINUOUS CLASS 1 AIR-VAPOR BARRIER PROTECTED BELOW INSUALTION MECHANICAL VENTILATION FAN WITH GRAVITY DAMPERS PER CODE T.O.BASEMENT SLAB Agh 9 ° A. -T-61/2 EXTERIOR GRADE PLYWOOD SHEATHING O LF-01 RECESSED LIGHT OPEN CELL RIGID FOAM A. 50 KNOLL CIRCLE INSULATION CASCADIA CLIP FASTENED TO STUDS, INSTALLED PER O LF-02 RECESSED TASK LIGHT ^4 MANUFACTURER SPECS ° °� EXISTING SLAB TO REMAIN ® LF-03 RECESSED LIGHT-WET LOCATION - VENTED HAT CHANNEL BY IMETCO OR EQUAL FASTENED TO CLIPS PER MANUFACTURER SPECS(ALLOWS AIR TO LF-04 SURFACE MOUNTED CEILING LIGHT ELENTARIO-JARAMILLO RESIDENCE -- _ -- PASS) O Project number 1505 3 BASEMENT FLOOR BUILDUP DURAWALL TRUSS MESH REINFORCES EACH LAYER OF NEW 3 5/8" 3 5/8" Date 08/17/16 1 1/2"= 1'-0" m _ - UL DESIGN NO. U419 O LF-05 DECORATIEV PENDANT LIGHT FOUNDATION WALL MIN 25 MSG CORROSION-PROTECTED - NEW EXTENSION FOUNDATION WALL-FILLED TOP TO STEEL CHANNELS, MIN DEPTH AS LF-06 UNDER CABINET OR CLOSET LIGHT BASEMENT PLANS AND DETAILS - BOTTOM WITH EXISTING WALL PER STRUCTURAL PLANS LONE LAYER EACH SIDE 5/8 GYPSUM INDICATED "WALL BOARD PAINTED PER LF-07 JAMB SWITCHED CLOSET LIGHT 0 _ ;SCHEDULE ANY GLASS FIBER INSULATION BEARING THE UL � =. ,- CLASSIFICATION MARKING AS TO SURFACE g LF-08 WALL SCONCE-INTERIOR A-003 . 0 0 w DURAWALL TRUSS MESH REINFORCES EACH LAYER OF CONCRETE STEPPING STONES-IN F ;; a tCAVITY FILLED WITH SOUND BURNING CHARACTERISTICS AND/OR FIRE NEW WALL AND CONNECTION WITH OLD LF-09 WALL SCONCE-EXTERIOR-WET RATED EXISTING GRADE-BETWEEN w (BATT INSULATION RESISTANCE PLACED IN STUD CAVITIES. 3-1/2" [�] Scale As indicated PAVING AREAS MIN NOM THICKNESS AS INDICATED ---- - - - ----- _ ® LF-10 RECESSED WALL SCONCE AT STAIR TREADS(ELEVATION VIEW) Seal and Signature STAINLESS STEEL ANGLE EDGING 4" CAST INTO CONCRETE EDGE BAND EXISTING CMU WALL-FILLED TOP TO BOTTOM WITH ONE LAYER EACH SIDE 5/8 IN. THICK,4 FT �`- -IN EXISTING GRADE CONCRETE AND REBARS PER STCUTRUAL PLANS WIDE,ATTACHED TO STEEL STUDS AND WALL MOUNTED DUPLEX OUTLET-LUTRON DIVA <' FLOOR AND CEILING RUNNERS WITH 1 IN. III - LONG, TYPE S STEEL SCREWS SPACED 8 IN. GFI EXTERIOR GRADE PAVING STONE INTERIOR FURRING CHANNELS O.C.ALONG EDGES OF BOARD AND 12 IN. WALL MOUNTED GFI OUTLET-LUTRON DIVA PER SCHEDULE-JOINTS FILED WITH SAND-IN GRADE O.C. IN THE FIELD OF THE BOARD. JOINTS INTERIOR GWB PAINTED PER SCHEDULE ORIENTED VERTICALLY AND STAGGERED ON _ OPPOSITE SIDES OF THE ASSEMBLY DIMMER SWITCH-LUTRON DIVA lEi - AND SAND BED-AGGREGATE ADEBASE ;Q SELECT WALLS TO HAVE METAL LATH AND CONCRETE III=III=III=IIIIII—III—I I I=I STUCCO FINISH PER SCHEDULE 3/4"t�1"� 3" 3/4" 75/811 �1"��5/811 = TOGGLE SWITCH-LUTRON DIVA coN Ln 4 PAVER DETAIL 5 BASEMENT WALL BUILDUPK,-\ TYPICAL NON RATED INTERIIOR PARTITION 7 TYPICAL ONE HOUR RATED PARTITION clj THREE WAY SWITCH-LUTRON DIVA 1 1/2" = 1'-0" 1 1/2"= 1'-0" 11/2"- 1'-0" 1 1/2" = 1'-0" N 65 washington st 9d brooklyn,ny 11201 S 1 I c 720.289.2672 t 646.395.1506 f JAMES DEERKOWSKI P.E. REMOVE EXISTING CHIMNEY 260 DEER DRIVE MATTITUCK,NY 11952 TEL:(631)774-7355 REMOVE EXISTING ROOFING AND CUT BACK EVES TO WALL Consultant Address :_ 1_. _ Address T.O.ROOF — Phone -1 — — T.O.ROOF — — — — — — �-- , 1-� --.-r.-:..'.:_,::-::r — — 15'-31/2:, _.,.r._ _r 15'-31/2" , FFax - T - - - - - -mail _ AVG.ROOF i 1 1 T " r AVG.ROOF i — — — — 11' 3" I i I , j..J:: ._L........._i.:_I:.:i..: i 1 1 I...I:..:.1.- . I. :.1.:I:..I....i.::Cj:.I L, i. I. i. I ! i I ! I B.O.EAVE ; ! r I. l I — — I ; — EAVE i I i i I I I ! i B.O. i I I r -- - -�- - I :I_: ;::„-- _- - � -..t- -� _ , .f ..... 7 2 � L._IT.❑_:.I:-,--i 1=�,...�_..-I--3 - ------ - -- - -------- --- -- ------ --- - - - -___.�_._,_-�-„,�_-:;-J,-�=.___�_-__.:�:,_;T_E, ,...,, ,..,. .. t., - ] - - - -_- -_- _ - --- --,.�_-❑I�l :,. -T--_-- 7 -2 ! ._...,. - . i ' I� I � � T ' -'-: I I I I i i - I r i : I ! ! i I I i , i _� _ 1. I _ i:Ii-_ 1_ _=L=L: _ - ' � I I I , i r I I I I I I , I 7 - -�- �=i-- REMOVE EXISTIGN SIDING AND � I ; - � i i'-- i-� �= REFINISH EXISTING RETAINING WALL : i I I --- - - - - - _ _ ANY DAMMAGED SHEATHING ( I I T I _ I —I I I I I I I I I I I I : • 1 I I r I I I ] i i I_ i ! , : �.T.1 TT r., I� ] i 1 L. 1 -. - - -- -'- - FIRST FLOOR FF _ R F I II' I :_ 0 0 TI- --! - --'-- 01-01, - - r T T - -- - - - - I T GRADE -1 -7 I I R E • GAD : -�---1-�-1- 1- -j- T -- REMOVE CONCRETE PATIO AND STEP AVG.GRADE - — — , — — —III— ❑ -4 61/2 ...............i.................1.......... ............... ....... ..._...i.............i...r....i..._....._i...__......_ — I I i I ---1-- \ T.O.BI SEMENT SLAB gL I i —III— -7'-61/2: - — — — — — — — — — 1=1 I — — — — — — — REMOVE AND REPLACE OUTDOOR SHOWER SAME LOCATION 1 EXISTING WEST ELEVATION EXISTING NORTH ELEVATION _ T.O.ROOF — — - . — — — — — — _ T.O.ROOF 15'-31/2” — k . . . AVG.ROOF I..J_ _ — — — — — — — — — — — — — — — — — — — — ROOF 11: 3.. 11��: - I . _ ; I � AVG. -- I I ------ J i-❑-- I I _ B.O.EAVE I I-I I I 1 (-L-I 1-------- ---I � -) =-I-}❑ - _Y_❑ j - f i I_�-I_❑ -.�- --�-C 1.4-I.- � ) OIL _ :: { DAZE I I I I I , I I I I i I I I I I } — i I I r , FT TTs� - i jfl I c� �� 7 i ! i I I : I I N I I j _. T I j I EXISTING FOUNDATION - - -- -- -- - - - - - - -- -- - - - - r m li r i j �---}---�---1---�--i---�--1---I ---1 I.-i--l---�------�---.--a---�----1----T---. --- --I---I---I---I--�--=---i-�--I--a-I--�--' �--!---�-->-- ,f -::h-��--�-I-1--r--I-❑--1---�-------.--�- - -�- WALLS TO REMAIN _ - - - TIONW iI i -- - - - - - - ' I I I ALLS TO REMAIN i i I ! i i I I I I i ( � i ] I 1 1 I J , � ---I--- ---- --.II_.- - --�- s -..� -1-- -1_l I_ : -L--1- i- �-s l '--- '-,1. .. ,....._ _. �.... L,L t�I � __�_�_a_�.�__� _`_ _� a �_ .. , - - - - - i . -:: .. I I_ i i � � � : .i I ! ❑.I ! j. IT, ; , I I I I : i : i I ! I 0 -0" - - _ - „ -I - k- —1-= - o 0 i I i j _,- ;❑I: ;:I-I �L1:❑ 1 ❑_ice-l.i I..1 .: �. 1 i .C..j,I I-a--1 I ❑wI �I i.� "❑ ! I I i GRADE I 77 GRADE i I - : i -7 I - - i 1 I i � 1 7 r r T I i I I - -.-1--,- -- r -1---.-_-1-T-1 - ] 1-- - --1--1❑-� T - T i ! i I i _ I i i I I I I i I ! I I ---- --r----- --- , � - I I � —l ='--i---�----- -I--- —AVG.GRADE — —I- — L � —I I i ! AVG.GRADE At — ❑ — I : � I ---- :-- i =!-- ?.. - i -I- -4 -61/2" -4 -61/2 50 KNOLL CIRCLE -�-❑ 1__-1_- 1 - T -- =- - -IIL----- ----1-.- I - - ---1- ---1- -�---T- - I --1--❑ -� i- -' I r r I I I - i _ _ ENT SLAB ENT SLB ELENTARIO-JARAMILLO RESIDENCE -I T.O.BASEM7'-61/2" —II IIS—I}I I{I T.O.BASEMENT -61/2" -- - ---- ----— - '- ❑ ❑ ❑ I I I— ❑ I I ❑ I❑ - - ----------- ---` - - -IIIIII—III III—III III III IIIIII—III III—III III III IIIIII—III—III III I I I Project number 1505 Date 08/17/16 REMOVE AND REPLACE OUTDOOR SHOWER SAME EXTERIOR ELEVATIONS LOCATION 2 EXISTING EAST ELEVATION EXISTING SOUTH ELEVATION A-01 O . 0 O 1/4 1 0 1/4"= 1'-0" Scale 1/4"= 1'-0" Seal and Signature N C' tb LR co to O N N O NEW CONCRETE PARGED CHIMNEY WITH METAL CHIMNEY CAP PAINTED TO MATCH ��aoo� o a�OPa� LIGHTING FIXTURE PROVIDED BY OWNER ROOF NEW RAIN SCREEN FACADE-SEE WALL 65 washington st 9d e S j g n SECTION AND DETAILS Brooklyn,ny 11201 -030 STANDIGN SEAM ROOF 720.289.2672 t I I c 646.395.1506 f 0 0 N _ _ T.O.ROOF N r — 17'-11" — — — -- - , ;— � - m — — — — — — — — T.O.ROOF 17'-11" JAMES DEERKOWSKI P.E. 260 DEER DRIVE MATTITUCK,NY 11952 I TEL:(631)774-7355 I — AVG.ROOF AVG.ROOF 13'-61/2 13'-61/2'1 Consultant NEW HALF ROUND GUTTER i i l I i I I Address DOORS WINDOWS AND SKYLIGHTS PER SCHEDULE Address Phone Fax I l l i l i i e-mail VERTICAL STEEL HANDRAIL PAINTED BLACK WITH i I ! I I I I /• ! j I I ! RAIN SCREEN SIDING MATERIAL(1/4 VERTICAL i I i i EXTERIOR GRADE PAINT WITH IPE HAND RAIL GAPS): 1x6 CEDAR SIDING FINISHED WITH BEHR STAINED TO MATCH SIDING PREMIUM 100%ACRYLIC SEMI-TRANSPARENT WEATHERPROOFING ALL-IN-ONE(OR EQUAL) IN ! I PARGED STAGGERED CMU WALLS WITH ; li I j II ! I ! I I ! II ! SLATE COLOR(PROVIDE FINISH SAMPLE) j I I ! I OPEN TOPS FILLED WTIH TOP SOIL FOR PLANTING ! I i NEW DOORS AND WINDOWS PER ! I ! I I i l SCHEDULES-SEE PAGE EN-001 FOR I II I I ENERGY CODE COMPLIANCE FIRST FLOOR FF 1 • I T' ,I I I , II , �- . — I -p ` FIRST FLOOR FF 2I _ i i i I ! i ! 2'-0" Y - I - ! - I - I i � I i I I ! i I i I - - - • ' - ' I ! I I I ! I i ! I - - - - , SO KfVQLL�, - _ ! j ! i i I I ( � - - -� •- - I ! ! i ! I ! GRADE _ I I - — — - I I I _GRADE � I ! AVG. GRADE ADDRESS MOUNTED TO STAIR I Q I ! I ! �I 4-61/2" PATIO RISER ! NEW PARGED MASONRY ENTRY PATIO I i AND STEPSEMEN'T BASSLAB - 61/21 d i i I I I I I I I i I I I I I I I I I I I I i I I I I I i I I I I I I I I i I I I I I I I I I I DECORATIVE FIXTURE SUPPLIED BY OWNER BUILT IN GRILL-FIRE BREAK FROM HOUSE OUTDOOR SHOWER TO MATCH SIDING 1 PROPOSED WEST ELEVATION PROPOSED NORTH ELEVATION L 1/4"= 1'-0" 1 -030 — T.O.ROOF — — — — — — — — — — — - - T.O.ROOF 17'-11" LJAVG.ROOF — - — — — — — 13-61/2" I I i I i I B.O.EAVE No DESCRIPTION DATE CABLE SUPPORTED TRELLIS AWNING I i it l PER PLANS - _ FIRST FLOOR FF I II I I II I I - 2 FIRST FLOOR FF OJL ( ! - I � 2 0 i I i I I ! I I I I I I I ! I I TRELLIS AWNING AND PLANTING i I i i i I I I I I ! I BOXES PER PLANS INSTALL EXTERIOR LIGHTS PER OWNER -1 OIL GRADE I ! I I I I ! ! i I GRADE SLOPING ENCLOSURE AND AVG. ! GRADE j i ; DOORS TO MATCH SIDING 50 KNOLL CIRCLE -4'-612° 00000 ELENTARIO — -JARAMILLO RESIDENCE —I — — I I— I I— I— III—II II 2" Project number 1505 -7 -61/2" I � I—� I —T.O.BASEMENT SLAB T.O.BASEMENT SLAB I _HE -7'-6 Date 08/17/16 FINISH EXISTING RETAINING WALL WITH CONCRETE PARGING TO MATCH CONCRETE PARGED BLOCK WALL- EXTERIOR ELEVATIONS CONFIRM WITH OWNER IF ANY EXTERIOR CABINETS SHALL BE A-01 1 . 0 0 INCLUDED-PROVIDE STAINLESS STEEL ACCESS PANEL AS REQUIRED 3 PROPOSED EAST ELEVATION PROPOSED SOUTH ELEVATION Scale 1/4"= 1'-0" Seal and Signature Lo 0 N N 65 washington st 9d ' n brooklyn,ny 11201 I y 1 I c 720.289.2672 t 646.395.1506 f WIND FRAMING .NOTES NAILING, SCHEDULE PLAN' CONTENTS: ROOF FRAMING' OCCUPANCY CLASSIFICATION' GENERAL ' OTES 1),pRIDGE TO=RAFTER ASSEMBLY: R3 "RESIDi-1�l`x"IAL JAMES DEERKOWSKI P.E. 1-1/4"x 20 gauge Arap.shall be attached to each pair of rafters in accordance to"tabte'3.4. NAIL NAIL BUILDING USE" RESIDENTIAL DWELLING 260 DEER DRIVE JOINT DESCRIPTION NOTES MATTITUCK,NY 11952 When a'collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated-number of 8d nails in the"strap. RAFTER TO .8'WALL: 3-8d COMMON EACH BUILDING HEIGHTSEEPLANS} TEL:(631)774-7355 TOP PLACE 10"WALL:-4.8d COMMONRAFTER TOE-NAIL 1j.The Information within"this set of construction documents Is related to basic design 2). RAl`TER TO-'WALL ASSEMBLY: 8'WALL AL SQ. ET.OF CONSTRUCTION " n TOT" CEILING JOIST ALL:.3-'8d COMMON EACH TOE-NAIL intent and framing details.They are intended as a construction aid 'not a substitute Lateral framing and shear wall connections for'rafter, ceiling or truss"to top plate shall be inConsultant far""enerall accepted good building ra"ctice:and com Bance with current New York" accordance to labia 3.3.When a rafteror truss do rot fall inline with studs below, rafters TO TOP PLATE lt3''WALL: �}»8d C01V1iv10 JOIST' COD 5 g y , P g g p p Address State building codes.The General Contractor is responsible for providing-standard or trusses shall,be attached to the wall top plate and the wait top plate shall be attached to CEILING JOIST TO AS pERTABLE 3.7 EACH" FACE RC* 2 res DESIGN CRITERIA 16 NYS'UNIFORM SUPPLE Address '" E-241 �I construction details and procedures to ensure a"professionally finished, structurally theto.the wall stud with uplift connections. Roofs overhanging.the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL PER LOO Phone FRAMING ELEMENTS ,AS R"FLOOR PLANS; CROSS SECTION AND.GENERAL NOTES" ;sound and a weatherproof completed product. shall be connected with uplift cannectionx in atcardance with table 3,3c. CEILING JOIST LAPS AS PER TABU:8.7 EACH FACE e-mail OVER PARTITION" WFCM__ SBC LAP NAIL EXT,;BALCONIES 60 ,2).The"General'Contractor is responsible for ensuring that all work and construction 3).VVALGTO-WALL ASSEMBLY:' meets current federal, state, county and local codes,ordinances and regulations, etc. Wali studs above and studs below a floor level:shall be attached with uplift connections"in COLLAR TIE AS PER TABLE"3.4 EACH PACE DECKS" 4q These codes are to be considered as part of the specifications for"this building and accordance with.table 3.3b.When wall studs above do not fall in'llne with studs below;the �© RAFTER WFCM SBC END 'NAIL ATTICS rtr/a 't`ORAGE TO ,should be adhered to even if In variance with the pian. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE A*TTIC5'W/:STORAGE 20 2 - 8d COMMON accordance with table 3.3, TO RAFTER END NAIL DESIGN°'LOAM"CALCULATIOl�lS. 'RppP' GR017ND SNOW"LOAD) :1�ERNYS `ti,6 3). Dimensions shall take precedent over scaled drawings, RIM BOARD EACH ENI (LIVE,,LOAD PSF) O NOT SCALE DRAWINGS : 4).WALL ASSEMBLY TO FOUNDATION: 2 . 16d COMMON E StCfCaNIS (OTHER't I-IAI�I SLEEPING} 40 CD ) TO RAFTER .END` NAIL; First wail studs shall'be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS X40' .responsibility for construction-coordinating with these plans,nor responsibility"for foundation and slab-on-grade, 15 Inches in masonry block foundations,or lapped under "NAIL NAIL construction means,methods."techniques,"sequences,or procedures,""or for safety "the-plate"and nailed in accordance with"table 3.3b. When steel straps are lapped under"the JOiNT DESCRIPTION ',NOTES CiAURDRAIIS: ANY:l7fiRECT1C71V"" '2 00 precautions and progratns in connettioin with the work. There are no warranties for a bottom plate, q QTY: SPACING (DEstGNED FOR,CAT.t) 3 inch square washes shad be used with the anchor,bolts. Anchor halt EXPOSURE CATAGORY specific use expressed or itnpliied In the use of'these plans. spacingInto be spaced and sized in accordance to table 3.2a. In addition to Spacing' TOP PLATE TO PER :FACE NAIL P 2 -16d COMMON C ND'PAT ;anchor boltsare to-be spaced between 6-12 inches from the end cf"a'sill plate and all TOP PLATE 'FOOT SEE MOTE:I t i=OIVNECTiQN LOAD PAT CONSTRUCTION ANDWI . ?ROOF'-OF -FOIINDATION O DETAIL PACE& GENERAL NOTE AGE 5). Refer to the Window and boor'schedule for exterior openings, corners. TOP PLATES AT JOINTS 'FACE :INTERSECTIONS 4-t6d COMMON EA. SIDE 'NAIL, NACLtMG SCHEDULE SEE 6ENERAL'NOTE CAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE l EXTERIOR SHEARWALL°CONN ECTIONS: STUD TO 24" FACE or exceeds manufacture'sipecifications"and applicable codes. Type I exterior shear walls with a minimum of 7/16 Cnch"wood structural panel on the exterior 2-16d COMMONEGRESS SEE"FLOOR'PIANS"ANDVINDOW SCHEDULE STUD O.C: NAIL Sym,: attached with 8d common nails at 6"os. at the panel edges and 12" o.c. in the field, and " " FIRIE'PROTECTION SMOO-ALARMS TO COMPLY WTWNFPA.`72 AND;NYS R314"IRC: HEADER TO 16 O.C. FACE 7).The General Contractor Is to'consult with the owner for all built-in items 1/2 Inch gypsum wallboard on the interior attached with 5d cooler halls at"7 o.c. at panel 16d COMMON SMOKE:&CO2 DETECTORS such as bookcases, shelving,.pantry, closets, trims,etc. edges and IO .o.c:in the field shall be in accordance with the length requirements"specified HEADER ALONG. EDGES NAIL, CARRC>N�MONIXIDE ALARMS T0,COMPLY WITI-#�R3.15"IRC instable 3.15a-b. TOP OR BOTTOM 2.-',16d COMMONPER 2x4 STUD END 'TRUSS DESIGN N/A.-'STANDARD STICK FRAME:CONSTRUCTlOh1 8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL, ENERGY CALCULATIONS 6)..TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: , ... 'BOTTOM PLATE TO: 2d � lE 'FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate N1 PER FACE NAIL CLIMATIC &.,GEOGRAPHIC DESIGN' CRITERIA FLOOR JOIST, BAND JOIST, 2-16d COMMO length adjustment factors in table 3.16. FOOT SEENOTE: 1,2 END JOIST OR BLOCKINIC, 1}.The General Contractor and Mason#a'review plans, elevations, details and notes to GROUND VViND SEISMIC FROST WINTER ICESHtELD ,FLOOD determine intended heights of finished floor(s) above typical grade, =S'NO'W SPEED DESIGN WEXTHERING LINE `TERMITE DECAY DESIGN UNDERLAYMENT °7).:INT'ERIORSHEARWALLCONNECTIONS.- FLOOR FRAMING. HAZARDS Allor,+vable sidewall lengths provided in table 3.14 shall be permitted to be increased when 'NAIL NAIL LOAD (MPH) CATEGORY` DEPTH TEMP, REQUIREL? 2).All footings to rest on undisturbed (virgin) still., interior shearwalis are used. Sheathing`and connections shall be in accordance with JOINT DESCRIPTION "MOTES" :2.4:4.2 and 2.2.4 respectively. QTY- SPACING MODERATE -LiGHT 0 3). Provide 1/2"expansion joint material between concrete dabs and abutting 401ST TO: 4 O :PER TOE S 20"P E 130 $ SEVERE 3 FT 11 NC►NE TO HEAVY MODERATE 8).CC>NNl:CTIONS ARC?UNb"EXTERIOR Ut/ALL OPENINGS: -8d COMMON "concrete or masonry walls oucLiring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER ".)01ST" NAIL Header and/or girder connections shall be attached with uplift connections in accordance ROOD SHEATHING, REQUIREMENTS FOR WIND LOADS g p BRIDGING EACH TOE 2 -8d EACH 4}. Any new concrete walls being attached to existing concrete structure shall with"table 3:5,Window sill plates shalt be"have steel connectors in accordance with table TO,)01ST END NAIL � :NAIL SPACING NAIL SPACING AT INTERMEDIATE be Installed with#5 re-bar, 18" long at 12"o.c.. Use approved epoxy"for Installation. 3.5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS'IN THE PANEL;FIELD NOTES BLOCKING EACH TOE 2 �'8d'COMMON S}. Unless otherwise noted,"all slabs on grade to be 2500 p.s:i.. Concrete to be 4 PERIMETER EDGE ZONE 8d,"COMiNON 6 6 O.' lad COMMON �;6 Lfl.C.� �S1E£"Nt7TES: 13 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END "NAIL poured on 4 Inch thick sand or gravel rill with 6x6 wire mesh reinforcing. Interior slabs " • o 'Where'a ride Is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE ,INTERIOR LONE 8d C6MIMON' " 6""O,C 8d COMMON ' 12".O.C: SEE j`JCiTES; �;�t3b�"H:FIELDS) to be minimum 3-1/2 Inch thick. All fill to be compacted to 95 /o relative density with g SILL OR TOP PLATE 3 - 16d COMMONFLOCK NAIL, NOTE.,2 F(31t-PANEL FIELD 6"maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6). Crawfi,z aces'to be provided with a minimum 1$ x24 access opening. Install one l ng the open cell part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH .FACE GABLE"ENDVIlALL RAKE AND RAKE TRUSS 8d'CO1viMtON'� 4""O.'` ad COMMON,@ 4"O.C.' :SEE;NO`C1rS. �;3 along 3 -"16d COMMON P P " " att�.ched with the shave requi"cements. TO BEAM .JOIST NAIL 8x16 cast iron foundation yarns for every 150 sq. ft. of area: DECK AND COVERED PORCH NOTES; JOiST ON LEDGER 3 -:8d COMMON .PER TOE ,NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAiL HSE NOTE ARE ONLY T E REFERRED TO 1F M NTIONED lM S EDULE NO E NL Y. N.Y.S. Residential Construction Code. A,6-milpolyethylene film"shall be a fled over 1).Unless otherwise noted all framing material to be#1 ACO �pressure'treated lumber. T E'. s O B l'1 t :... w.......NOTES S O" _.Y PP � g BAND JOIST PER .END the below grade portion of.exterior walls prior.to backfilling. Allfasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 ;06d COMMON101ST NAIL 1): For roof sheathing within 4 feet of the-pertmeter edge of the"roof,including 4 feef�on each side of the roof peak; BAND:IOtST TO: PER TOTE NAIL the 4 foot perimeter-edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S."Residential Construction Code. 2),Girders for deck joists to be bolted to each post with washers.and nuts. 2 -.16d COMMO Girders on concrete piers,shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE.NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7" tong anchor bolt'with washers and nuts. F 2),"Tabulated llnch o:c: rlail spacing assumes sheathing attached to rafter#trti3s frarrttng rrierr►bers with G}(1.?t9,. " For frarriing'rnernbers"with <0.42<G<0.45,the-,nail spacing shati-be reduced fo 6,inches-.o:c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind '3)_posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing: JOiNT DESCRIPTION NAiL. NAiL .Edition Wood Framing Construction Manual. ++ " - 3}."Tabulated 4 Inch o.c, nall spacing assumes"sheathing to"rafter/truss framing members with G>D:49. For Use a minimum 1/2 dia x $ long anchor bolt with washers and nuts."Footings Shall be 3�ft.. QTY, SPACING below" rade. Porches with covered roofs "shall"have 12^dia. concrete piers for the irders. AS PER TABLE 3.8 framing-Members with":0.42<G<0,49 .the nail spacing shlill be.reduced to 3 inches b.c. g p � STRUCTURAL PANEL $d 2).Unless otherwise noted, all framing and structural wood'material to be#2+ BTR. WFCM-SBC 'WALL SHEATHING REQUIREMENTS 1=0R WIND WADS, Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. ' CEILING SHEATHING: SHEATHING I NAIL SPACING -NAIL SPACING AT INTERMEDIATE 3)."Floors,'walls, ceilings and rafters to be"spaced at 16 inches"o.c. unless-noted 5). A"minlmum of,10 inch flashing shall be installed between the bu`Ifiding and ledger. SHEATHING LOCATION Nt7TES JOINT DESCRIPTION ;NAIL .NAIL AT:PANEL"EDGES SUPPORTS IN`THE PANEL FiELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY: SPACINGITE NOTES: 1; a,(BOTH"FIELDS) 4'EDGE ZONE ltd COMMON,@ b" O.C. $d COMM- N �"`I2w O.C. where needed. " NOTE-2 FOR PANEL`FIELD 4).;Unless otherwise noted, ,all bearing wall headers to be (2) '2x!0# + $TR. Doug. Fir.- GYPSUM 7 O.C. EDGE 5d COOLERS Bearingwail headers to have (2)jack studs and (2) full length studs on each side of all WALLBOARD 10"C).0 . FIELD INTERIOR ZONE 8d COMMON .@ 6" O.0 ;8d COMMON°@,12++ ORI: SEE NOTE: 3 � 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have, (3)jack studs and (2) full length studs on each side of WALL SHEATHING: �rc openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall `y). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL. NAIL E5 No DESCRIPTION DATE openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED T'tJ IF MENTI Nib IN SCHEDULE NOTES"ONLY: and blocking where applicable. QTY. SPACING $), Covered Roofs shall be assembled and anchored the same mariner as a typical building. STRUCTURAL AS PERTABLE 3.9 :"the.4 foot ed a zone attachment re uirernents shall 5). All flush bearn0eaders to be installed withheavy du alvinized hangers aid �'� g 8d COMMO 1), For wall sheathing within�F feet of the.corners; g q } vY tY l; � g PANELS WFCM -SBC be used. anchors where applicable to all) connecting"Joists. PLUMBING NOTES 7/16"OSB 3" O.C. EDGE . 6d�COMMO , :6 . Double u floor joists under walls that run parallel to the floor joist and under.bathtula . 1). Alt water supply,"drainage and venting to be installed as per N.Y.S.""Residential PLYWOOD 6" O.C. FIELD 2},'Tabulated 12 inch o.e.mail spacing assumes ilieathirlgattaclied to;sEiid framing members with P j p ! Floors to have ceramic the Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members.with"0,42rcG�c�the nail;spacings,shall be reduced.to+6;inches a.c on plans. 10^ p • • Verify" e tic tem with he Engineer for Suffolk Coun Health De artment a royal. 3) Fa for panel"siding,"galvinized box"naits shall be permitted to be-substituted tvr":cammon:Waits. WALLBOARD 5 'COOLERS' .0 . FIELD 7). Provide 2 1=3/4"thick"microlarns (height to match floor joists) around stairwell An 2)• s p sys h t E g ty p pp r-exterior other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are crit out during installation for'any plumbing related work, JOINT DESCRIPTION NAIL NAIL provide adequate bracing and platesto rotect"and secure the structure.Vert with the t}.PiiovlDE 516"TYPE-xiHEETROCK FIRE iTOPPINGAT TO'0'MAXIIJIiJM D13 LANCES FOR NCiT1:ACCESS[BLE ARi AS 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g p P fY QTY. SPACING r 2}:USE SIMP5ON HANGERS AND ANCi tL7RS WITH Z�MA3C TR[PPI E PitO�ECTiVE COATING FOR CONTACT WITH AtO. state code and manufacture's recommendation for maximum hole size and spacing permitted. 6"O.C. EDGE 3),INSTALL..1 C62 DETECTOR IN ADDmoNTO SMOKE ALARMS PER FLOOR. 50 KNOLL CIRCLE where applicable unless�otherwise noted. STRUCTURAL PANELS ad COidlMO " 9), provide blocking/bridgin,g In floor folsts'at 8'0 o.c.. Use soliciblocking in floor joists HVAC :SYSTEM NOTES i"OR LESS 12 O.C. FIELD as'required"by ccsrrtint NYS:Residential:Code=FIREBLOCIUNG"REQL11REb under all bearing walls. '1). Mechanical subcontractor Is'responsible for"adhearing to all applicable codes and safety NOTES: fireblodeing shall be provided tdrut off all conce'ated draft-openings(both vertical m4hortzontalj ELENTARIO-JARAMILLO RESIDENCE requirements, NOTE: And to form an effective ftre'Eidrner between stories,and b6N)Ieen a top stoiy and the cool space. 10).Provide insulation baffles at eave.vents between"rafters: Install draft blocking as THESE NOTES ARE ONLY'TO,BE REFERRED TO IF' CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY FirebloWng shall be provided in wood-frame"corutruttian-in the 11 i1160ng locations. Project number 1505 needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDU1LE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 11'.�"In toncealerl spaces of stud walls and partition,including f"Urrej spaw,,et the cesiing-and"floor Date 12/19/15 Equipment supplier, revels:Concealed horizontal furred spacefshatl also be`ttreblocked at intervals rioteiiceedirig t0 . 11). Unless otherwise'noted, alll roofs and Wall!to haVe a'minimum"112"'thick, 47ply Fir 1). N ailing requirements are based on wall sheathing Meet:Batts ar blankets"of rriinerat ar giasf liber Yhail be allowed as fireblocking'in W�its consEructed CDX exterior sheathing grade plywood. Plywood to cover over plates,and headers:. " _ SOIL'C01v1PACTION: "using parallel rows of studs or staggered studs" STRUCTURAL NOTES 3). HVAC"subcontractor to provide final,system layout drawing and submit it to the General nailed 6 on center at the plane) edge. If wall sheathing Contractor and owner for final review and approval. is'naiied 3"on-center at the oriel edge obtain higher 1).NEW FILLTO BE CLEAN OF ORGANIC MATERIALCONTRACTOR '2):At all Iritercarinettlon°s"-lietiaeert tor+cealed iiertkil and horizcintal sp'a'tes tuc"h ii'6 OF at";s`i'ifflts," .12). Unless otherwise noted use,3M'thick T&G PTS Fir or Advantech plywood subfloor PP P g g TO VERIFY EXISTING Boll coNDmolvs PRIOR TO FiLL, drop2etting3 and cove ceilings. C shear capacities, nailing requirements for;structural REMOVE AND ADD ADDITIONAL FILL>AS NEEDED. S-001 - 00 adhered with PL4CO adhesive and screwed to floor joists. Finished floor to be Installed, ELECTRICAL NOTES: members shall be doubled,;or alternate connectors, jl.In concealed spates"between stili stringers'ai&'top tarxl bottom of the run.b,ctosed'space: over subflocor as per manufacture's instructions. 2).COMPACTION'OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential'Code:. 1). All electrical to be installed as per N.Y.S,Residential Construction Code. ;such'as Shear plates, shall be used to maintain Toad path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE " : - T 12"LIFTS(TYPI AL):CONTRACTOR TO HAVE FILL -4);At openings around"vents,pipes and ducts at'ceiling and floor level,to✓tesist the free passage of 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and TESTS BY PROFFESSt AL EN R OMPACTt N. Scale 2 .When"wall sheathing is continuous over`connected D A ON AGENCY FOR C O ame and products of combustion. ILA C ceilings and over furnace to have"5/8"thick type-x sheetrock:All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. ) g Seal and Signature membemthe tabulated nuimber of nails:shall be permitted 3 DO NOT BACKFILL UNTtLLT1RST FLOOR DEdIk'CONSTRUCTION, 5):For the firebiocking of chin s and6 laces,w required by"current N:Y.S.kes clenttal Code. to have 'regular 1/2"Sheetrock. All walls to be taped and finished. 'to be reduced tot - 16d nail) per foot. } :tNCLUDINGSUBFLOOR;IS COMPLETE. � � 3).All electrical work to comply with 20I4 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water.barrier or .approved equal. Flat roofs shall be.applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R3`15 of IRC. 16). All sill plates and wood In contact with concrete to be pressure treated. Sill plates to, be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. M lf'J �t O N N 7PO'DT0E NC)'dL�0 0Dy01 65 washington st 9d brooklyn,ny 11201 d e s i g n I I c 720.289.2672 t 646.395.1506 f (3x)9-1/2" LVLs WITH (2x)5/8" CONTINUOUS STEEL FLITCH PLATES (ONE BETWEEN EACH LVL) BOLTED JAMES DEERKOWSKI P.E. LINTELS OVER LARGE THROUGH 12"O.C.ALTERNATING TOP 260 DEER DRIVE WINDOW OPENINGS AND BOTTOM MATTITUCK,NY 11952 WITH (2x)2x4 POSTS FRAME IN EXISTING TEL:(631)774-7355 BETWEEN EACH STAIR OPENING WITH 31.01 6'-0" 6'-0" 6'-0" /L TYPICAL FRAMING VAULTED CEILING ABOVE LIVING 12'-0° (2x) 9-1/2" LVL LINTEL (2x)9-1/2" LVL LINTEL (2x)9-1/2" LVL LINTEL (2x) 9-1/2"LVL LINTEL SPACES Consultant . ..,.....-------------_-_.-..-.......-----.__._-_----_....._--__---_......__........................_..---...__.......__.._...................-......... _----------_ - -------_-.._-..---------------- ---------------_---,.._--_-- ----------- w Address _ __------ ----------- Address \ Phone J _ Fax > o J I e-mail N co 6"x6"x3/8"STEEL ANGLE LINTEL Qo J F_ N J I ii o JI(D i II FRAME AROUND d� 2X10 RAFTERS AT 16"O.C. MAX j CHIMNEY OPENING N SISTERED TO EXISTING (2x)2X10s 11-7/8"TJI 360s AT 16"O.C.TYP. I I E FRAME AROUND T SKYLIGHT OPENINGS TOILET PLUMBING- 4"x4"x1/4"HSS EXISTING CEILING °``�' � (2x)2X10s VERIFY PLUMBING LAY AND ROOF FRAMING w OUT ABOVE BEFORE ( STEEL POST ON z FOUNDATION- TO REMAIN w � —•—� FRAMING '\"" "-""-"--" --"-"-"-- ""--�"�" SEE TYPICAL Z - J > o GIRDER AS NOTED- \ DET ONE STEEL PLATE 15'-10" 14'-01/2" 14'-0" FILL BLOCK CAVITY @ 3' N `' BETWEEN EACH O.C. AND UNDER POST W1 4x74 �, MEMBER BOLTED (3x) 11-7/8" LVLs WITH (2x)5/8"CONT. STEEL PLATES r WITH CONCRETE AND#4 N THROUGH 12"O.C. N REBARS @ 12"O.C. N 32'-0" ALTERNATING TING TOP AIND m VERTICAL AND v ; ` o HORIZONTAL 4"x4"x1/4" HSS — 4"x4"x1/4" HSS POST TO i I POST DOWN TO FOUNDATION STEEL POST r i 6"x6"x3/8"STEEL ANGLE GIRDER I i `D LIN TIEL I ABOVE BEARING II STRUCTURAL STEEL RIDGE ON GIRDER I INSTALLED UNDER O ir EXISTING RIDGE 4"x1/4" ROUND HSS I POSTS WITH NEW SISTER NEW PAD FOOTING FILL BLOCK CAVITY @ 3' 2X10 RAFTERS AT 16"O.C. MAX J RAFTERS FLUSH 11-7/8"TJI 360s AT 16"O.C. TYP. _ J SISTERED TO EXISTING w r O.C. WITH CONCRETE w z TO EXISTING7 z J SHEATHING T € f AND#4 REBARS @ 12" J J HORIZONTAL VERTICAL AND J o (3x)9-1/2" LVLs WITH i(2x) 5/8"CONTINUOUS STEEL -PROVIDE ADDITIONAL N FLITCH PLATES(ONE: FILL NEAR WINDOW 04 BETWEEN EACH LVL)I OPENINGS AND X BOLTED THROUGH 12"O.C. CORNERS X V ALTERNATING TOP AND BOTTOM i f: : , (2x) 9-1/2" LVL LINTEL 2x)9-1/2" LVL LINTEL':" i " ! _ ( - /2" LVL PIPING-VERIFY BEFORE 2x)9 1 LINTEL 3' 0 1/2" 4'-7" ' \3'-01/2" TOILET FRAMING j.' i - I NEW STAIR STRINGERS TO BE(2X) VAULTED CEILING 2X12 EACH SIDE AND CENTER IN ENTRY SPACE I' t — a VAULTED CEILING TRENCH DRAIN ABOVE FLUSH WITH FINISH BED AND BATH FLOOR POCKETED BETWEEN JOISTS- .. :. PACES BELOW VERIFY BEFORE FRAMING SPECIAL NOTE: SISTER FLOOR FRAMING AND RAISE 1ST FLOOR 2 FT. ABOVE EXISTING HEIGHT -ADD CMU BLOCK TO EXISTING FOUNDATION WALL-FILLING CMU CAVITY EVERY 3 FT O.C.TOP TO BOTTOM WITH CONCRETE AND#4 REBARS AT 12" O.C.VERTICALLY AND HORIZONTALLY -FLOOR FRAMING SHALL BE BOLTED AND STRAPPED TO FOUNDATION-SEE DETAILS -CONTRACTOR SHALL PROVIDE TEMPORARY FRAMING AND BRACING REQUIRED TO ENSURE STRUCTURAL STABILTY AND SAFETY THROUGHOUT CONSTRUCTION 1 ROOF STRUCTURAL as MASTER BATH ENLARGED PLAN 1/4"= -011 No DESCRIPTION DATE 50 KNOLL CIRCLE ELENTARIO-JARAMILLO RESIDENCE Project number 1505 Date 09/20/16 STRUCTURAL FRAMING PLANS S-100 . 00 Scale 1/4"=1'-0" Seal and Signature a N IR V O N N 65 washington st 9d NJ brookiyn,ny 11201 ! I c 720.289.2672 t 646.395.1506 P JAMES DEERKOWSKI P.E. 260 DEER DRIVE MATTITUCK,NY 11952 TEL:(631)774-7355 Consultant Address Address Phone Fax \ e-mail \ SPRING POND \ \ O / / EXISTING TREES TO REMAIN-AVOID ANY WORK AND DO NO PARK OR PLACE EQUIPTMENT WITHIN / DRIP LINE TO PROTECT HEALTH THROUGHOUT CONSTRUCTION / EXISTIGN BULK HEAD AND DOCK TO REMAIN UNTOUCHED F! — T--- 'Ar cli ' r \ l _ _' �_. FRENCH DRAIN (2'x 2') DOWN SLOPE / OF NEW PAVERS / N SITE ANALYSIS AND STORM WATER MANAGEMENT: ooa000a _ \ / N f ' _.C. ' - -' NEW PERMIABLE SAND SET PAVERS / 1 ? _�-_- L_ . L.7PROPOERTY LOCATION: 50 KNOLL CIRCLE. 1 FAMILY DETATCHED RESIDENTIAL I I !.__ ----- (JOINTS TO REMAIN UNGROUTED)- EAST MARION, NO CHANGE TO USE OR OCCUPANCY 30'-01/4" 1 -- L 45' 4.3/4°i_:_..:: ---- -- -----� --� ,—I-- -' -o SEE BASEMENT PLAN SOUTHOLD,NY 11939 / \ _...._.I ...,...;_.. .1_..... ._...i L.. _.._ .... ..C _ .I . ..._�.._. . !.__ (OUTDOOR SHOWER) REBUILD AND REPLACE OUTDOOR ZONE: R-40(1 ACRE) 40,000 SF MIN. LOT SIZE ..__-. ---- _..._ - - 1- _ .- __1--r---t-----1------ --- ----------- -- -.----- 9'-3 3/4" SHOWER SAME LOCATION j � i — O LOT SIZE: SEE SURVEY 10.057 SF EXISTING NON-COMPLIANT ZT (EXISTING HOUSE) / \ o - — I ❑ REPLACE ROOF SHINGLES WITH YARDS: — - - --1-I- i -- 1 — --- STANDING SEAM METAL ROOFING- EXISTING PROPOSED \ N - INSTALL PER MANUFACTURER'S NORTH (FRONT): 30'-4 1/4" NO CHANGE EXISTING NON-COMPLIANT \ I SPECIFICATIONS WEST(FRONT): 25'-1 1/2" NO CHANGE EXISTING NON-COMPLIANT 6', EAST(REAR): 26'-0 1/2" NO CHANGE EXISTING NON-COMPLIANT �� �° SOUTH (SIDE): 9'-7 3/4" NO CHANGE EXISTING NON-COMPLIANT \ \ \ LOT COVERAGE: EXISTING: PROPOSED Q 20 19 NEW FIREPLACE AND BOILER BY BUILDING = 1,417 SF 1,417 SF \ CHIMNEY-PROVIDE WIND CAPING (45-5.25"x31'-2.25") NO CHANGE _ \ AND CODE REQUIRED DAMPERS ON 14% 14% COMPLIES / FLUES (1417/10,057) NO CHANGE EXISTING GRA L \ / DRIVE TO REMAI \ NEW SKYLIGHTS- INSULATION BY ENTRY PATIO = 28 SF = 195 SF `o o VALUE PER ENERGY CODE (4'-9"x 5'-11") (17'-8.25"x 11'-0") MI ANALYSIS-INSTALL PER 0.2% 2% COMPLIES 2'-0.. MANUFACTURER'S SPECIFICATIONS (28/10,057) (195/10,057) / \ BUILDING HEIGHT: EXISTING: PROPOSED: \ 35MAX = 15'-9 1/2" 1814" COMPLIES \ RIDGE CAP PER STANDING SEAM / ROOFING SYSTEM-INSTALL PER NO OF STORIES= 2 2 NO CHANGE \ MANUFACTURER'S SPECIFICATIONS \ I SANITARY SYSTEM: NO CHANGE TO NUMBER OF BEDROOMS-NO WORK TO SEPTIC SYSTEM PROPOSED \ APPROVED BY STORM WATER MANAGEMENT: PROPOSED: BOARD _ OF '(RUSTEE5 TOTAL IMPERVIABLE AREA - 1,612 SF / (1'417+195) TOWN OF SOUTHOLD \ NEW PARGED CEMENT PATIO AND / \ - ENTRY STEPS CAPACITY REQUIRED: = 268.67 CF or 2,015 GAL �►T \ o r I (1,612 SF x 2" RAINFALL)/12"=CUBIC FEET or(CF x 7.5)=GALLONS DATE - fktL 4, 201.7 No DESCRIPTION DATE BURIED 500 GAL. PROPANE FUEL \ T o I TANK PER 2015 NFPA 30 STANDARDS DRY WELLS: 6' DIAMETER DRY WELL HAS 167 GAL. CAPACITY PER VERTICAL FT. / \ 10'-31/2" AND FUEL AND GAS CODE 8' DIAMETER DRY WELL HAS 315 GAL. CAPACITY PER VERTICAL FT. \ -- N REQUIREMENTS PROPOSAL: ONE U DIAMTER DRY WELL x 5' DEEP =835 GAL. (5*167) / \ �� m + ONE 8' DIAMETER DRY WELL x 4' DEEP = 1,260 GAL. (4*315) 17'-81/4" i = 2095 GAL CAPACITY f \ti I M - \ cV O T.O.ROOF OL ow PROPOSED DRY WELL LOCATIONS 50 KNOLL CIRCLEAVG.ROOF 13 -61/2" 2 9 201 ELENTARIO-JARAMILLO RESIDENCE 100 LINE FROM EDGE OF BULKHEAD _ _ ! ; IL j I ; ( ! _ — B.O.EAVE 91 2" Bar' f frac+^e Project number 1505 E -- \ ! I ' I l l i ' ! - Date 08/17/16 - - - KNO�� CIRC , i i , ; ; - - _ I FIRST FLOOR FF SITE PLAN 1 _ I 21 OII GRADE ! - -1'-711 A-001 . 00 ..........7=777-ti I AVG.GRADE 4-61/2" Scale 1/8"= 1'-01' III I I I I ( I I I I i I T.O.BASEMENT SLAB Seal and Signature -7'-61/2' I-I I I-I I II 1 1-I I I-I I 1I I II 1 11 I II I II I II I I 1 SITE PLAN PROPOSED SOUTH ELEVATION of NEW YD 1/8" = 1'-0" U 1/8"= 1'-011 �� `� DEP Off, n c" �. „ fit' w rf1 , W Z(P S � FQ 'I p 7 y4'� �� a AR o M co ti O N M N M c *®f SU(/jy Michael J.Domino,President Town Hall Annex® John M.Bredemeyer III,Vice-President - 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold, New York 11971 Glenn Goldsmith �l ® y@ Telephone(631) 765-1892 A.Nicholas Krupski `+®Uo Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLDU-OkW OL OWT67c D 6 TOW TARAM U-0 0 TOA-Al Ot"eFkS TO: Please be advised that your application dated 606 $' 2-0!' has been reviewed by this Board at the regular meeting of Z, 1 and your application has/been approved pending the completion of the following items checked off below. V Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1 st Day of Construction ($50.00) ,Y2 Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement(complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE. $ BY: . Michael J. Domino, President Board of Trustees ¢fr~S�1�FOC� � � Michael J. Domino, Presu i �O CO Town Hall Annex John M. Bredemeyer III, Vice-President ��� g., Gym 54375 Route 25 -Charles J. Sanders P.O. Box 1179 Glenn Goldsmith rr?� Southold,NY 11971 A.Nicholas Krupski Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: C Completed in field by. Joan Chambers on behalf of JOHN ELENTERIO & JUAN JARAMILLO request a Wetland Permit to raise foundation of the existing one-story, 31.2'x45.3' single family dwelling approximately 2' higher --than existing elevation; install a parged cement front entry with an in-grade patio (17'8"x11'0" overall dimensions); install a 290sq.ft. paver patio and a 122.5sq.ft. paver patio on the seaward side of dwelling; install two in-grade walkways between the two patios and around the northeast corner of the dwelling using concrete pre-cast stepping stones; replace existing outdoor shower with a 3'10"x4'5" fenced, un-roofed outdoor shower in-place; and install gutters to leaders to drywells to contain roof runoff, and in accordance with Chapter 236 of the Town Code. Located: 50 Knoll Circle, East Marion. SCTM# 1000-37-5-21 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1-.- Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment 'Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey _< 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: Present were: �JBredemeyer M. Domino G. Goldsmith / N. Krupski C. Sanders Other Page 1 of 2 Michael J. Domino, Presie �fFall(eo Town Hall Annex John M. Bredemeyer III,Vice-President Gam '� 54375 Route 25 Charles J. Sanders P.O.Box 1179 Cn Glenn Goldsmith Southold,NY 11971 A.Nicholas Krupski Telephone(631)765-1892 Fax(631)765-6641 �zzrerr't"` BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed in Work Session by: Joan Chambers on behalf of JOHN ELENTERIO & JUAN JARAMILLO request a Wetland Permit to raise foundation of the existing one-story, 31.2'x45.3' single family dwelling approximately 2' higher than existing elevation; install a parged cement front entry with an in-grade patio (17'8"x11'0" overall dimensions); install a 290sq.ft. paver patio and a 122.5sq.ft. paver patio on the seaward side of dwelling; install two in-grade walkways between the two patios and around the northeast corner of the dwelling using concrete pre-cast stepping stones; replace existing outdoor shower with a 3'10"x4'5" fenced, un-roofed outdoor shower in-place; and install gutters to leaders to drywells to contain roof runoff, and in accordance with Chapter 236 of the Town Code, Located: 50 Knoll Circle, East Marion. SCTM# 1000-37-5-21 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of.the Town: G. Change the course of any channel or the natural movement or flow of any waters:, H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety, and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, ,existing erosion protection structures and natural resources: D. :525% Expansion/Calculation Work Session_ Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: Date; Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders E. Cantrell D. Di Salvo Other Page 2 of 2 j John Elentario&Juan Jacamillo 50 Knoll Circle,East Marion SCTMfi: 1000-37-5-21 3/14/17 - %POW t Taken 1/25/2017 Taken 1/25/2017 from e east from th' west H�r '4 s�pw.µK, fla Y-: Taken 1 25/2017 n 25/2017 ontrre north ��r���■ smogs iz ft i �U 1r tluti E - Lyle�n6ery,RPHe ,y`9 605 LAAp Cni_k Dd" $ *. - 4 safety Quest 10 ;� ,o?'€tees:) - �r •' '+ f7��� jr lr on or j d >E Google a .e C*` b �h ell 21 m ORIEM 18 ✓ Sp-9 Pontl �q k'�(q Y I HARBOR , fi8A(c) J i ` ' Ir � rvo r COUNTY OF SUFFOLK © K m1 1m +� SOUiHOLD SECTIONNO E Real r x � 037 - '�+. ,� Gunty Centere_�verM1ead NY 1tYd1 NI °� an&a. `..�u ..�..?,. 't,1 "i`i•`.;%;,m"a� m.;;a.` —? _ �v� q taz troo m. I� t OFFICE LOCATION: SO(/r�®� MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® �®� Telephone: 631 765-1938 ® Fax: 631 765-3136 COUPM LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: March 22, 2017 Re: LWRP Coastal Consistency Review for JOHN ELENTERIO & JUAN JARAMILLO SCTM# 1000-37-5-21 Joan Chambers on behalf of JOHN ELENTERIO &JUAN JARAMILLO request a Wetland Permit to raise foundation of the existing one-story, 31.2'x45.3' single family dwelling approximately 2' higher than existing elevation; install a parged cement front entry with an in-grade patio (17'8"x11'0" overall dimensions); install a 290sq.ft. paver patio and a 122.5sq.ft. paver patio on the seaward side of dwelling; install two in-grade walkways between the two patios and around the northeast corner of the dwelling using concrete pre-cast stepping stones; replace existing outdoor shower with a 3'10"x4'5" fenced, un-roofed outdoor shower in-place; and install gutters to leaders to drywells to contain roof runoff, and in accordance with Chapter 236 of the Town Code. Located: 50 Knoll Circle, East Marion. SCTM# 1000-37-5-21 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the below listed Policy Standards and therefore is 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. Peter Young,Chairmany Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 `F Southold,NY 11971 ����' Telephone(631)765-1889 jFFFax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., March 15, 2017 the following recommendation was made: Moved by John Stein, seconded by Keith McCamy, it was RESOLVED to SUPPORT the application of JOHN ELENTERIO & JUAN JARAMILLO for the existing one-story single-family dwelling with an overall roof height of 15'. The house is being lifted off the foundation and foundation to be raised 2'. The interior of both the basement and first floor are being renovated. The footprint of the dwelling will not change and the new roof height will be 17'. Located: 50 Knoll Circle, East Marion. SCTM#37-5-21 Inspected by: John Stein, Peter Meeker, Keith McCamy The CAC Supports the application with gutters, leaders and drywells annotated on the site plan and a 10' non-turf buffer. Vote of Council: Ayes: All Motion Carried 54375 Main Road Michael J Domino, vice-Presider-` P.O. Box 1179 James F Feng, Trustee t� -uthold, New York 11971-0959 Dave Bergen.Trustee Gr p 2 � Telephone(631)765-1892 Cliarles J. Sanders, `rruswe Fax (631) 765-6641 IyC�UNTY � BOAnJD OF TOWN TRUSTEES TOWN OF SOUTHOLD � V To- Southold.Towri Building Department FEB 6 ZQ71 - - i - r Re-- Verification of Building Department Permit Requirements. RUMM% 7". TOWN OF SOU aje Lj) SCTM#: FL6-�r�[o 7�NW e THA-411UD 7VkAl Property Owner Name: Date Sent to Bldg- Dept.: The Office of the Board of Trustees is forwarding the above referenced applicafion for verification of the Building Departfnent's permitting requirements stated below: YES NO i![ the proposed project require a Building Pen-nit? Will the proposed project require a variance determination from /the Zoning Board of Appeals? Wil[ any part of this application be considered as Demolition as described under Town Code? COMMENTS: --- - ----- - -- - ----------- ------------- - -- ------ -- -- ------ ---- ------- -- --------- - ------------- - S gnature of Reviewer Date Cantrell, Elizabeth From: Press Start <pressstartpermits@gmail.com> Sent: Monday, March 06, 2017 10:58 AM To: Cantrell, Elizabeth Subject: Elenterio Trustees Permit Application Attachments: Untitleddocument(1).pdf Good Morning Elizabeth Sorry for the delay,but here's the description of the walkways and patios on the 50 Knoll circle house. I think I've got all the information you might need in there, but if you do need anything else please just let me know. Thanks Robert i The permit application for the property at 50 Knoll circle includes two patios on the East side of a stone walkway between them, and a stone walkway around the North-East corner of the house. The larger of the patios is 290 square feet. The smaller is 122.5 square feet. Both patios are composed of new permeable, sand-set, pavers Qoints to remain ungrouted). The walkways are composed of pre-cast concrete stepping stones set in grade. The existing outdoor shower will also be replaced with a 3'-10" x 4'-5"fenced, un-roofed outdoor shower. A new parged cement, front entry, in-grade patio will also be added. Overall dimensions of this patio are 17'- 8-'/4" x 11'-0". There are two proposed locations for drywells. •4 John M. Bredemeyer III, President q� "\ �� ' `a Town Hall Annex - �. `�, 54375 Main Road Michael J.Domino,Vice-President IN P.O. Bax 1179 it* 1 James F. King,Trustee s s Southold, New York 11971-0959 �-- �t� Dave Bergen,Trustee � +tt� ca at f�, ��q�� Telephone(631)765-1892 Charles J.Sanders,Trustee ,w r� G Fax(631)765-6641 Fry, , ou�� �tf�' BOARD OF TOM TRUSTEES TOWN OF SOUTHOLD Office Use Only oastal Erosion Permit Application Wetland)Permit Application D � � �� Administrative Permit ///-Received Amendment/Transfer/Extension Applicati n: 2- rv —C'–' � FEB - 8 2017 I/Reseed I•ee:$ S0�L1 i� ` Completed Application: lw_ Incomplete: _ Southold Tawn SEQRA Classificati . a f Tr e Type I Type II Unlisted Coordination:(date sent):._______ _7LWRP Consistency Assessment Form: _ CAC Referral Sent: Date of Inspection: .� �� _Receipt of CAC Report: _Lead Agency Detennination: _Technical Review: V Public Hearing,Held: ,ZZ• Resolution: Name of Applicant: John Elentedo and Juan Jaramillo Mailing Address: 50 E. 28th St. #10 New York NY, 10016 Phone Number: (631)294-4241 Suffolk County Tax Map Number: 1000- 37-5-21. Property Location: 50 Knoll Circle East Marion NY, 11939 175ft SE of Bayview Dr. 100 ft SW of Old Orchard Lane (provide LILCO Pole#, distance to cross streets, and location) AGENT: _Joan Chambers (If applicable) Address: PO Box 49 Southold NY 11971 Phone: (631)294-4241 �� C l �1 and of Truotees Applicati GENERAL DATA Land Area(in square feet): 8712 Area Zoning: R-140 High density residential Previous use of property: Single family residence.------- Intended use of property: Same Covenants and Restrictions on property? Yes __V No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? __N/_ Yes No If"Yee',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? Yes No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? .-Yes --v--340 Does the structure(s)on property have a valid Certificate of Occupancy?__V Yes No Prior permits/approvals for site improvements: Agency Date Southold town building department August 9th, 1963 Suffolk County Department of Health June 11th, 1964 No prior permits/approvals for site improvements. lies any permitlapproval ever been revoked or suspended by_a governmental agency?_.,/ No Yes If yes, provide explanation: ................ Project Description(use attachments if necessary): Existing one story, 31 2'x 45.3, single family residence with an overall roof height of 15-3-1/2" The house is being lifted off the foundation. The foundation is being raised 2'. The interior of both the basement and first floor are being renovated. The foot print of the house isn't changing. The new roof height will be 17'-11 and of Trustees Appl cat i, WETLAND/TRUSTEE LANDS NDS APPLICNTION DATA Purpose of the proposed operations: Renovate the interior living space, and raise the basement ceiling height 2'. 0 *see note Area of wetlands an lot: ) square feet *note: Approximately 67' of the property line isa bulkhead between the land and Spring Pond. Percent coverage of lot:-_ 0 ___% Closest distance between nearest existing;structure and upland *Note:There aren't any real wetlands on or adjacent edge of wetlands: N/A(*see Note) feet to the property. The closest comer of the house is 45' away from the bulkhead. Closest distance between nearest proposed structure and upland edge of wetlands:— Same — feet Dees the project involve excavation or filling? V/ No Yes If yes,haw much material will be excavated?_ o � cubic yards How much material will be filled? 0 � tl� Fmm cubic yards Depth of which material will be removed or deposited* 0 feet Proposed slope throughout the area of operations: 6-11.5" drop over 31.2' *Note:All construction will take place on top of existing foundation. Manner in which material will be removed or deposited: N/A No fill or soil will be deposited or removed. The contours of,the property will not be chan ed. Statement of the effect,if any,,on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use-attachments if appropriate). Any effect on tidal waters will be minimal. The proposed addition falls entirely within the foot- print of the existing house. Nothing is being constructed closer to the bulkhead. Storm-water runnoff from the new roof will be diverted by gutters and leaders into dry-wells. 617.20 Al;pendix.t Short F'itr1ronmetital Assessmetit Form Instructions-for,CoLuplefing Part I -Project,information. The applicant or project'sponsor 6 responsible for the 6inpletion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation wouldbe needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplemeat'any!tern. Part 1 -Projectand Sponsor information Ns _eof Action or Project: Elenterio/Jaramillo Addition Project Location{describe,and attach a location map): 50 Knoll Circle East Marion NY, 11939 Brief Description of ProposeAtion- Interior renovation of existing house and basement. Also the house and basement walls will be raisei I 21. Name of Applicant or Sponsor., Telephone:,(631)294-4241 gmail.com oanchambersl 06 Joan Chambers Address. PO Box 49 city/M. State: Zip C'6& Southold NY 11971 1.Doesoposed actiononbi invoWe the legislative adoption of a Flan,local Gw—,�,�r_d_inanW,_ NO IRB administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resourecs that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require,a permit,approval or funding from any other governmental Agency? NO. VES' if Yes,list agency($)name and permit or approval: Southold town,building department 3.a.Total acreage of the site df the proposed action? 23 -acres, b."Total acreage to-be physicWly disturbed? - 0 acres c.Total'acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.23 acres 4. Check all land uses that accuron,adjotaaiia 'aand near'the proposed action. C3Urban Mural(nonlaffiotilture) 0 Industrial O'Conimer cial Mesidential(suburban) OForest IMIAgriculture 0Aquatic []Other(specify): OParkland Pagel of 4 5. is the proposed action. IPU SES N/A a.A permitted use under the zoning-regulations? b,Consistent with the adopted comprehensive plan? Taa tJ ! 6. ,Is the proposed action consistent with the predominant character ofthe existing,built or,natural N4 YES landscape? ' �7. is the site of the proposed action located in,or does it adjoin,a state listed critical Environmental Area?� NO t t E If Yes,identi : D El $. a3 W iitutla prt3parsetl actican iesult in sttl3staritial increase in traffic above;presentlevels?� NO Y � PI .0. 1 b,.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action-meet or exceed the'siate energy code r�quirctrxents? NO YE If the proposed action will exceed requirements,describe design features and'technotogies: 10. Will the propos6d'action connect to•an existing publictprivato water supply? NO V If No,describe method for providing potable water: I I,Will the proposedaction connect to,existing wastewater utilities?. N(D YDS If No,describe method for-providing wastewater trr atrraent: �Lm t 12. a.Braes the site contain a structure that is listed on either the State or National Register of Historic NO YF� places? b.Is the proposed action located in, archeological sensitive areaa`? LVJ LA 13.a.Does any portion of the.site of the proposed action,or lands adjoining thea proposed action,t ontain NO YES wetlands or other waaterbodies regulated by a federal,state or local ag►ency? h.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody'and extant of alterations in squartr feet or acres: 14. Identio the typical.habitat types that occur on,or are likely to be found can the project site. Check all that apply, Cl Shoreline ❑Forest ElAgriculturallgrasslands- 0Early,mid-successional 0 Wetland Q Urban VSuburbaat - 15.Does the site of the proposed action,contai n any species of animal,or associated habitats,listed NO —TE-ST" 'lay the'State or Federal government as threatened or endangered? � 16.Is the project site located in the 100 your flood platin? NSA YES 17.Will the proposed action create storm water discharge,either from paint or colt-point sources? NOVVIS . If'Yes, a.Will storm-water discharges flow to adjacent piroperties? Q NCS OYFS b.Will storm water discharges be directed to established conveyance systemstNO offf`and storm drains)? If Yes,briefly describe: YES Storm water from the new roof will be diverted into utters then conve ed b leaders intoes-wells Page 2 of 4 I S.Does the proposed,action include construction or other activities that result in the impoundment of No yus water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size; 19.Flas the site of the proposed action or ars adjoining propertjr been the location ofan ac_tivoor_,v1ose_d ]'-7R0__ YES solid waste management facility? If Yes,describe- 20.Has the site of the proposed action or an adjoining piope4 been the subject of mediation(ongoing or NO YES' completed)for hazardous waste? )fYes,describp,__— I AFFIRM THAT THE INFORMATION PROVIDED-AD-O-VE­_1_S_T—R-V, E AND ACCURATE TO-THE BEST OF MY KNOWLEDGE Appl icant/sponsor name: Date.-. Fz_ 4E2 3 W17 Signatum Part 2-Impact Assessment. The Lead Agencyisresponsible for the completion'of Part 1. Answer all of the,following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or, otherwise,available to the reviewer, When answering the questions the reviewer should be guided by the concept"Have any responses been reasonable considering the scale and context of the proposed action?' No,or Moderate small to large Impact impact may may occur- occur 46pted land 119 1. Will th6 prpposed'action create s material conflict with d use plan or zoning regulations?' 2. Will the proposed action result iA a change in the use or intensity of use of land? 3. Will the proposed action impair the character oT quality of the existing community? 4. Will the proposed action have an impact on the environmental'characteristics-that the caused;the establishment of-a Critical Environmental-Area(CEA)? 5. WhI the proposed action'result in an adverse change in the existing level of traffic or WillEl , affect existing infrastructure for mass transit,biking or walkway?- G. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonaabl available energy conservation orrenewallo onergy-o ort ics? 7. Will the proposed action impact existing: a.public,/Ovate water supplies? b.public I private wastewater treatment utilities? 8. Will the proposed action impair the character,or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, 8-4" waterbodies,groundwater,air quality,flora and fauna)? El Page 3 of 4 No,or Moderate small to tare impact- impact ntay may occttr� occur- 10. ccur1A. Will the proposed action result in art increase in the potential for erosion,flooding or drainage y�� problerns 11. Wilt the proposed action create a ha rd to enviro atztontaf resources or fnuttan health? Part 3-Determination ofsignificance. The Lead Agency is responsible for the completion of Part 3, For every question,in Part 2 that was answered"moderate to large impact may occur`;or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should,in sufficient-detail,identify the impact,including any measures or design elements that have`been included by the project sponsor to.avoid or reduce impacts. fart 3 should also explain how the,lead agency determintd that the inapwet may or will not be significant.Each potential impact should be assessed considering its seating,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Cheek this box if'you have determined,based on the information and analysis above,and any suppbet Ing-docutttentation, that the proposed action may result in one or more potentially large:or significant adverse=impacts and art envimmuental impact statement is required. Check this box ifyou have determined,based on the information and analysis above,and any supporting documentation, that the proposed acts°cart will not result in any significant adverse environmental i pacts. Towyn of Southold-Board of Trustoos (� N'me of l e;ad Agency a � Dat--JL�C'�keL President , Print o4Ty aNaof Re o sibl macer in Lead agency '1 itie of'it Responsible Officer Signature of Respons lef�fficer in Lead Agency Signature eafPreparer(if different from Responsible icer PRINTPage 4 of 4 Board of Trustees Application AFFIDAVIT John Elenterio, Juan Jaramillo BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE.MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY-VIRTUE'OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION:WITH THIS APPLICATION, INCLUDING A FINAL,INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSIONPERMITISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property O her SWORN TO BEFORE ME THIS 30 DAY OF _�SGn�c,,T ,20 1-4- Notary Public cLoRisE BEast�Y Notary public - State of Almy (ork 3' N10. 018E61,25044 Qua(itied in Bronx County r My Commission Expires_03i y_m"�'-�Ci".^sa.:Srt; .i�':.^�(eY 3i v'•.Zn,r: Board of Trustees Applica�tion AUTHORIZATION (where the applicant is not the owner) I, John Elenterio and Juan Jaramillo residing at (print name of owner of property) (mailing address) 50 Knoll Circle East Marion NY, 11939 do hereby authorize (Agent) Joan Chambers to apply for permit(&)from the Southold Board of Town Trustees on my behalf. 7neris signature) ti TRANSACTIONAL DISCLOSURE, ��RWTAW � a o 'ta" d' C .,. 1 "e . . , i ;n " tr t"� " i ci d n t f a tr'c i 1 A-atibn vhieh eaah srlrrt tie t ! e i n,�vgsj:A g it to �e lA' " YOUR NAMM- Chambers,Joan M. (Last name,first name-,ipiddle initial;uhtess you are applying in the name of someohe e9se or otherentity,such as a Company.Ifso,indicate the other person's or company's name.) NAME OF APPLICATION; (Chea all that apply.) Tax grievances Building .,. .. V;aria nce, � Trustee �, Change of Zone Coastal Erosion Approval of plat mooring Exctatption from plot or official map �„.�-mom � .. Planning Other (If"Other'*,name the Do you personalty(or through you company,spouse,sibiing,,parcnt,or child)hux ;:t,rel tion I I vvitla any afticer car'eniptoyce ofihe°l'own of Southold? "IRclationship"locludes by blood,marriage,or business interest."Wusiness interest' means a business, including a partnership,in which the torn officer or employee has even a Martial,cativatepliip of(OF employment by)a corporation in which the lawn officer or employee owns more than 5%of the shares. YES NO 'if you ans-v er "YES",complete the balaucc:ufthis form and date and sign where indicated. Name of person employed by the Town o(Southold Tide-ar position of Haat person bribe the riladonship between yourself(the applic antlaagcnt9represeittaitive)and the town officer or"employce.'Either cheep the appropriate line Aythrough T))atadter describe in the space proided. _ The tta>~rn a fficcroremployeo or his,or her spouse,sibling;,parc;nt,or child is(check all'that apply): fl)the owner ofgreater than 5%of the shares of the corporate stock ref the applic, (wheaa the applicant is is corporation); E}the legal or benugcial owner of any interest in a non-corWrata entity*(whet,the applicant is not a corporation),. 4')fiat officer,director,partner,or employee of the applicant;or l�)the actual applicant, DESCRIPTION OF RELATIONSHIP a Submftted this d sof 20J7 Signature, Print 0 �4 Paan TS I l APPLICANT/AGENT/REPRESENTATI'a TRANSACTIONAL DISCLOSURE FORM e rif o ' Cod fl'cs hib'ts ccr fl"ct i e o the ei t Q"ce and lov s e i ose of f� t v de` Formatio 'ich al the to f o.sibl eo fl o int a 10� 't to c fever action is nece to avoid same. YOURNAME. Juan Jaramillo (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICA'T'ION: (Check all that apply.) Tax grievance _ Building Variance _ Trustee Change of Zone _ Coastal Erosion Approval of plat �. Mooring Exemption from plat or official map Planning r _ Other (if"Other,name the activity.) Do you personally(orthroitgh your corgtpany,spouse,sibling,parent,or child)have a relationship with any officer or employee of the`town of Southold'?�*Rtlationshtp"includes by blood'marriage,or business interest."Business interest"means a business, including a partnership,in which the town officcror employee llAs evert a partial ownership of(or employment by)a corporation in which Elie town aflic r'oremployee owns more than 5%of flit shares. YES NO --�V If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A}the ower of,gri:ater than 5h',.of the.shares of the corporate stock of the applicant .(when the applicant is a corporation); the legal or ben$licial otpner of any interest in a non-coipbmte entity(wh0n the applicant is not a corporation), �_ C)an officer,director.partner,or etnployec of tl►e applicant;tri D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thi OU day of—�`" '/o 7- 200�� Signature Print 14 e �� -�0'112 ; a Form TS 1 APPLICANUAGENUREPRESENTAT" TRANSACTIONAL DISCLOSURE FORM . The Town of Southold'&Code of Ethics prohibits-conflicts of interest on the pert of town officers and-employees The purpose of this form t to piovide inforination which can alert the town of possible conflicts of ntterest and allow it to take whatever action is nee ssga to avoid same. YOUR NAME: John Elenterio (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring i Exemption from plat or official map Planning Other (if"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5610 of the shares. YES NO V � If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person — Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A}the owner of greater than 5%of the shares of the corporate stock of the appticont (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director.partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 3� da pj 200 Signatur Print Name Form TS 1 ■ ■ Se ■ , MAIL Q ■ ■ Q ■ El T rl.l Domiti,Mail Only m a ElfGLTIF �r.. Y 1 7g' , , a MA $$ ',; Y; 1 vA /{'• � � 0 Certified Mad Fee, e 71 O Certified Mail Fee, �cr r 11971 .35 77 $ 7 �' 77 $ Extra Sernces&Fees(checkbox,add fee apppp ) - �� Ext Services&Fees(check box,edd fee a approP ate) I ❑Return Receipt(hardcopy) $ A�_t•- A1►p Q n „�„ ❑Retum Receipt(hardcopy) $ �It'yl It�t ff Postmark ❑ Return Receipt(electmnlc) $ ( 1 pit\—`• Q rk ❑Return Receipt(electronic) $ w+�+— C3 ❑Certified Mad Restricted Delivery $ _.=_H 9 0 ❑Certified Mail Restricted Delivery $ — Here Q E]Adult Signature Required $ - C7 ❑Adult Signature Required $ 0' 0 ❑Adult Signature Restricted Delivery$ ■ � ❑Adult Signature Restricted Delivery$ Postage )a.49 S?5 Postage $1],49 (' r%- $ 03/09/2017 r... $ [13/�?9 til 7 Total Postage and Fees Total Postage and Fees -w 9 m C3 $ $6.59 ru $ . $6'.59, 1 �'D �! 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USPS.com®-USPS Tracking® https://tools.usps.com/go/TrackConfinnAction.action?tRef--fullpage&... 1ILA \d USPS Tracking® Br'o', Tracking Number: 70162070000040701458 Expected Delivery Day: Saturday, March 11, 2017 Product & Tracking Information Avail-C Postal Product: Features: First-Class Mail® Certified MailTM Return Receipt Text Updal See tracking for related item: 9590940226626336615462 Email Upd DATE&TIME STATUS OF ITEM LOCATION March 11,2017, 10:15 am Available for Pickup EAST MARION, NY 11939 Your item arrived at the EAST MARION, NY 11939 post office at 10:15 am on March 11,2017 and is ready for pickup. March 11,2017, 10:15 am Arrived at Unit EAST MARION, NY 11939 March 11,2017,3:15 am Departed USPS Facility MID PROCESSING AND DISTRIBUTION CENTER March 9,2017, 9:49 pm Arrived at USPS Facility MID PROCESSING AND DISTRIBUTION CENTER March 9,2017,5:04 pm Departed Post Office SOUTHOLD, NY 11971 March 9,2017,2:31 pm Acceptance SOUTHOLD, NY 11971 1 of 2 3/22/2017 11.15 AM -No work to existing foundation below grade. -Overall height raised 1-'-7-%"from 15'-3-'/Z"to 17'-11". To top of ridge. -Raised first floor 2' by lifting wood frame 2' above existing foundation. -New.front entry to match new floor height -Replace asphalt shingle roof with standing seam roof -No significant change in area of roof for storm water run off -Two in grade patios at rear of house -Sand set pavers -Pre-cast concrete stepping stone walkways between them o J] r . MOU�I 8 A Y�1 1�66t ' EAU ( �* Vyee V9A' €U= U B ' 0 Certified Mad Fee $3.35 C1971 N Certified Mail Fee ����c X1971 OExtra Services&Fees(checkbox add fee fig�epprp te) 77 Extra Services&Fees(check box,edd fee a prp9C te) 77 ❑Return Receipt(hardcopy) $ YIJ=L ) ❑Return Receipt(hardcopy) $ '1 1� SOU k ❑Retum Receipt(electronic) $ $11„1JLI 0 ❑Retum Receipt(electronic) $ C3 []Certified Mail Restricted Delivery $ $0�I,Ift J�� Here '7� O ❑Certified Mall Restricted Delivery $ � a O ❑Adult Signature Required $ $1.4 Ae; � "� C7 ❑Adult Signature Required $ � []Adult Signature Restricted Delivery$ Q ���: ���� E]Adult Signature Restricted Delivery$ O $1.1.44 Postage tQ N $ r'/l'19.� /2f117� C3 $ Xes CIA I N9 p Total Postage and Fees ``-�' p Total Postage and Fees ` ,S ru $ $6.59 ru $ $6.59 4. Sent To (, FSentr-qFr C� Pi r a 1------------------------------------- r�iQ, Q,S� `a� ------------------------------------------ Streefand ApL No.,or PO Box No. � d Ap.IVo,or PO Box No. -- CI 5----------------------------------------------------------- Crty,State,ZIP+4® l � Crty,�S,tafe,ZIP+4�� ` v :10 1 11 11e - l e' D ® A CD Ln ®. B• 9 �. • fi!Y A19r3 . a r-IEATT �I'IARQ Ms gL LOGfST �IAIL�EYEs I�;15i1 3 11971 0 Certfed Mad Fee rI— � certified Mall Fee $3.35 ,`� �/� 77 x1971 C3 Extra Services&Fees(check box,add tee ate) '7j �- Extra Services&Fees(check box,add fee a e 77 ❑Retum Receipt(hardcoPY) $ P rk ❑Return Receipt(hardcopy) $ I. I�Pte) ❑Retum Receipt(electronic) $ r 9°} O ❑Retum Receipt(electronic) $ H�� r. Y ❑Certifiled MaII Restricted Delivery $ /-- � OStrre ark C3 ❑Certified Mail Restricted Delivery $ O re 1] ❑Adult signature Required - ❑Adult Signature Required $ (i C3 [I Adult Signature Restricted Delivery$ r-3 E]Adult Signature Restricted Delivery$ Postage $ll.4 r9 Postage 9 a o $0.49 � ��r3/09/2017 r� $ QTotal Postage and Fees To Total Postage and Fees Tal/' 1117 ru $6.59 ti $ $6.59 c v $ Sent To Sent T 'I v ----------------------------------------------- - U - o.,or PO Box No. O Street an ApL�o.,or O Box No. 0 Street and APt�I --------------------_-_- �j --------- r'' _-Irj� �'t P ux i�t /� �{ p Cary,-1,ate, 1 + ---------------------------------- CrryStafe -------------------- 40 �1`� q CL r eee• f I I - i PROOF OF MAILING OF NOTICE - ATTACH CERTIFIED MAIL RECEIPTS i i Name: - 3 -3 7--5-- 1 -3 ter l 7 / 37-'�J STATE OF NEW YOR& COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20_, deponent mailed a-true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by f CERTIFIED MAEURETURN RECEIPT. Sworn to before me this Day of , 20 Notary Public 4 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: TOhn ElCntario end Address: kn0H Circle ''uan 101ra rni Ito East n1Y STATE OF NEW YORK COUNTY OF SUFFOLK Ro bo,rT Wilson , residing at j l P ri s c;l l a Ave _ iVar LaA N Y , being duly sworn, deposes and says that on the ___Aday of /h,arch , 20j_?�, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at- rz(Ath a Id /V Y ,that said Notices were mailed to each of said persons by CERTIFIED MAEURETURN RECEIPT. i Sworn to before me this 24At" Day of 1201-7 #di DIANE DISALVO Notary Public ROTARY PUBLIC-STATE of NEW YAR NO, OID1475593 4111011 load 111 Suffolk County -My CbrhtnISftn Expires AP-01 30, 20 0 ySUFFO `� Town Hall Annex Michael J.Domino,President r�tiQ CO�� John M.Bredemeyer I11,Vice-President j,�� G2,�, 54375 Route 25 Charles J. Sanders y P.O.Box 1179 Glenn Goldsmith Southold,NY 11971 A.Nicholas Krupski Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of JOHN ELENTERIO & JUAN JARAMILLO COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE I, Robert Wi [Sdq , residing at/dba 115" Prsc; I4 Ave, R;Ver head lel Y 11901 being duly sworn, depose and say: That on the q* day of Marck , 201 T, I personally posted the property known as 50 Kroll Circle 1:asT Mc&q(j-% OVY by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, March 22, 2017. Dated: ( gnature) Sworn to before me this Z(n1�7 day of W& 2011 Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK Na. O1 D1475593 UT10110d In Suffolk County p► y tWWOW l:splres April 3Q, ;gQ 16 J 1000-37-5-20 Michael DiLeo 28 Seventh St. Locust Valley NY 11560 1000-37-5-22 James Cope 1390 Bayview Dr. PO Box 68 East Marion NY 11939 1000-37-5-17 Nancy Chin 16 Middle Dr. Plandome NY 11030 1000-37-2-17 Kenneth Korsh 6 Vine La. East Northport NY 11731 1000-37-2-14.1 Brian T. Connors PO Box 501 East Marion NY 11939 1000-37-5-9 Frank Pirozzi 2 William La. Mt. Sinai NY 11766 1000-37-5-10 480 Knoll Circle LLC 46 Sea Cliff Ave. Sea Cliff NY 11579 NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: JOHN ELENTERIO & JUAN JARAMILLO SUBJECT OF PUBLIC HEARING : For a Wetland Permit to raise foundation of the existing one-story, 31.2'x45.3' single family dwelling approximately 2' higher than existing elevation; install a parged cement front entry with an in-grade patio (17'8"x11'0" overall dimensions); install a 290sq.ft. paver patio and a 122.5sq.ft. paver patio on the seaward side of dwelling; install two in-grade walkways between the two patios and around the northeast corner of the dwelling using concrete pre-cast stepping stones; replace existing outdoor shower with a 3'10"x4'5" fenced, un-roofed outdoor shower in-place; and install gutters to leaders to drywells to contain roof runoff, and in accordance with Chapter 236 of the Town Code. Located: 50 Knoll Circle, East Marion. SCTM# 1000- 37-5-21 TIME & DATE OF PUBLIC HEARING : Wednesday, March 22, 2017 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP-CONSIS'T'ENCY ASSESSMENT FORM A. INSTRUCTIONS 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. *Fxcept minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion.h'azar'd,area. 2, Before answering the questions in Section C, the preparer of this forin should review the exempt .minor action Est, 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 To 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 eiColained in detall, listing,lyoth sul)poriing and-non- supportina facts. If an action cannot be certified as consistent with the LVv`RP policy standards and conditions,it shall not bLapdertaken. A copy of the LVPW 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 SCTIM# 37 5 - 21. PROJECT NAIVIE Elenterio-Jaramillo Addition The Application has been submitted to(check appropriate response): Town Board El Planning BoardE] Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g, grant,loan,subsidy) (c) Permit,approval, license,certification: Nature and extent of action: Lift house, and raise foundation walls 2'. Renovate interiors of fist floor, and basement. Location of action: 50 Knoll Circle East Marion NY, 11939 Site acreage: 0.2 acres Present land use: Single family residential Present zoning classification:� R-40 High density-residential 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: Joan Chambers (b) Mailing address:_ PO Box 49 Southold NY 11971 (c) Telephone number:Area Code( )_.,j631)2944241 (d) .Application number,if any: Will the action be e directly undertaken,require funding,or approval by a state or federal agency Yes Q No 2 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. DEVELOPEII COAST POLICY Policy 1. Poster a pattern of development in the Town of Southold that enhances community character, preserves open space, snakes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section TYI—Policies; Page 2 for evaluation criteria. BYes No Not Applicable The PGQ-s—%c Qrtstf ioa-wHJJWe amhit��141[ llYJL1.fSeep111a_with the cha Iter aerie c�mco�ta X�lt fall ottrel�C-�ritbia. the footprint of the existing house,so it will have no effect on open space. The existing contours and vegetation of the property will not be disturbed. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III--Policies Pages 3 through 6 for evaluation criteria. El Yes leo 12 Not Applicable There are no sites of historic or archaeological significance on the property. Attach additional sheets ifnecessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See L"P Section Ili—Policies rages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable The proposed addition is in keeping wth the architectural style of the neighborhood,and the surrounding waterfront. It does not move the house further toward the bulkhead. Aiiach additional sheets if"necessary NATURAL COAST POLICIES Policy 4. Minimize toss of life, structures, and natural resources from flooding and erosion. See LWRP Section IIx--Policies Pages 8 through 16 for evaluation criteria F2 'Yes ❑ No 1:1 Not Applicable The propsed construction will not encroach on the existing bulkhead as it falls entirely within the footprint of the existing house. There will therefore be no increased risk of loss of life, property or natural reasources due to flooding. Storm water run-off from the new roof will be diverted into dry wells by gutters and leaders. 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 ❑ Yes ❑ No ❑Not Applicable The proposed addtion will have no effect on the water quality and supply in the Town of Southold. Run-off from storm water will be diverted into dry-wells by gutters and leaders. 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; Page 22 through 32 for evaluation criteria, 12 L___I ❑ WORKING COAST POLICIu., Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locutions. See F,WR P Section M—Policies; Pages 47 through 56 for evaluation criteria. 12 Yes ❑ No ❑ Not Applicable The proposed addition will not effect existing water-dependent uses, nor will it impact the siting of new water- dependant uses. Attach,additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in (long Island Sound, the Peconie Estuary and 'Town waters. See LW.P Section III—Policies; Pages 57 through 62 for evaluation criteria. OV Yes 11 No o Not Applicable The proposed construction will not have any measurable effect on the susataina_ble use of the adjacent marine resources. The proposed addition move no closer to the bulkhead, nor does it obstruct access to the water in any way. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the-Town of Southold. See LWRP Section 1H --Policies; Pages 62 through 65 for evaluation criteria. 12 Yes E` No 0 Not Applicable The proposed construction does not take place on a property that is actively farmed, adjacent to, or within 500ft of agricultural land. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. Sec LWRP Section III--Policies; Pages 65 through 68 for evaluation criteria. Yes [-2 No R Not,Applicable Proposed construction is not related to the development of energy or mineral resources.--------.— PREPARE, esources. P PARE,D BY GkVdAOaLf TITLE DATA 7