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Home My WebLink AboutTR-8356 Glenn Goldsmith,President QF S0(/TTown Hall Annex Michael J.Domino ,`O� �� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III l Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 COUM`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1787C Date: Jpual± 11, 202-1 THIS CERTIFIES that the raising of existing dwelling and removal and reconstruction of foundation to raise finished floor height to elevation 14 0• reconstruct existing,16'x16' deck with'3 6'x4' steps and 6' wide x deep step to the ground; and reconstruct existing front stoop; remove existing and install new septic system; At 2575 Old Orchard Road, East Marion Suffolk County Tax Map #1000'-37-6-7.1 Conforms to'tbe'application'for a Trustees Permit heretofore filed in'this office Dated November 15: 2013 pursuant to which Trustees Wetland Permit#8356 Dated December 11, 2013,was issued and Amended on August 20, 2014 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 existini dwelling and removal and reconstruction of foundation to raise finished floor height to.elevation 14.0; reconstruct exisfip� 16'x16' deck with 3.6'x4' steps and 6' wide xF deep step-to the ground; and reconstruct existing front stoop,• remove existing and install new septic system. The certificate is issued to Richard&Joan Savarese owners of the aforesaid property. Authorized Signature f � Glenn Goldsmith,President, *QF SO!/lTown Hall Annex Michael J.Domino,Vice-President ,`QOl0 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 �yOUM` $ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: INS'PEC-Tf'D'f3Y:' e� rev-c, ,Ch ,27.5-. _ , !;= Ch. 111 '•,;' ...,�. . INSPECTION SCHEDULE Pre-cor bt-totionrvha balerlihe/siU- oom/silt curtain 1St day of construction r '/ constructed Project complete, compliance inspection COMMENTS: / J CERTIFICATE OF COMPLIANCE �!/ 0 • John M.Bredemeyer III,President O'�QF so�ryol Town Hall Annex Michael J. Domino,Vice-President O 54375 Main Road P.O.Box 1179 James F.King, Trustee Southold, New York 11971-0959 Dave Bergen,Trustee G Q Charles J.Sanders,Trustee Telephone(631) 765-1892 OlycoU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 20, 2014 Mr. Mark Schwartz, Architect PO Box 933 Cutchogue, NY 11935 RE: RICHARD & JOANN SAVARESE 2575 OLD ORCHARD ROAD, EAST MARION SCTM# 37-6-7.1 Dear Mr. Schwartz: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 20, 2014: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8356 to remove existing and install new septic system; and as depicted on the revised site plan prepared by Mark K. Schwartz, AIA, last dated April 21, 2014 and stamped approved on August 20, 2014. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, +-e John M. Bredemeyer III President, Board of Trustees JMB:amn s w t fA��Ri &Joann Savarese' .,- a .. ..i: . /13/14 . - ti.''C $• �1-• `-'w� r � � sir- �.�. �i • C tar lop ., �'� � ♦ �+ ' � :1 `-lid, _ rrr��'��jjj___ t. -1.i ,�' n � v •'_ n `.i= \ r fir, �. �� }�`• �,,,,s.y_ ,j s�� ' y � "�`•; Vin..`� -�,• , � �� s- r _ n s � f • • V N. +.fid► 6 r y 0 1.it John Bredemeyer, President �oOFF94 Town Hall Annex Michael J. Domino, Vice-President °° °<ry 54375 Route 25 James F. King P.O. Box 1179 Charles J. SandersSouthold, NY 11971 Dave Bergen ol ,� �a°! Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: a / Mark Schwartz, Architect on behalf of RICHARD AND JOANN SAVARESE requests an Administrative Amendment to Wetland Permit#8356 to remove existing and install new septic system. Located: 2575 Old Orchard Road, East Marion. SCTM# 37-6-7.1 Type of area to be impacted: V-" Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No ,,,"Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: a - 7 Conditions: Gam^- Cly y Present Were: J. Bredemeyer--L/lA. Domino ✓J. King `:� . Sanders 4,/D. Bergen Bay Constable Other Form filled out in the field by Mailed/Faxed to: Date: OFFICE LOCATION: ti0��0f SU(/ryplG MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 l Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Q Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM r m... .. M To: John Bredemeyer, President AUG 1 8 2014 Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: August 18, 2014 Re: Proposed Wetland Permit for RICHARD AND JOANN SAVARESE SCTM# 1000-37-6-7.1 Mark Schwartz, Architect on behalf of RICHARD AND JOANN SAVARESE requests an Administrative Amendment to Wetland Permit#8356 to remove existing and install new septic system. Located: 2575 Old Orchard Road, East Marion. SCTM# 37-6-7.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed actions are CONSISTENT with the Policy Standards and therefore are 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. Cc: Lori Hulse, Assistant Town Attorney • James F.King,President \Xof S01/ry Town Hall Annex Bob Ghosio,Jr.,Vice-President �O� 0� 54375 Main Road P.O.Box 1179 Dave Bergen . 4 Southold,New York 11971-0959 John Bredemeyer C N Michael J.Domino Telephone(631)765-1892 Fax(631)765641 Utdt't, BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD JUL 2 5 20114 J APPLICATION FOR AN AMENDMENT TO A WET ,- DATE 07/17/2014 OWNER Richard and Joann Savarese PHONE 631-334-2736 ADDRESS 2575 Old Orchard Road, Southold AGENT Mark Schwartz, Architect PHONE 631-734-4185 ADDRESS PO 933, Cutchogue, NY PROPERTY LOCATION 2575 Old Orchard Road,5eW*,eld &xs-� n TAX MAP NO. 1000-37-06-7.1 I/We � _(� z request an Amendment to Permit#� to 97/ti dv Signed By. �rd of Trustees Applicati• County of Suffolk State of New York ,Y*4 BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)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 TOWN 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(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH RE IEW OF IS APPLICATION. ignature SWORN TO BEFORE ME THIS DAY OF J UC, ,20-4— M-P L Notary Public CONNIE D. BUNCH Notary Public,state of New York No.01 BU6185060 Qualified in Suffolk County /J)) Commission Expires April 14, ``D �ard of Trustees Applicati� AUTHORIZATION (where the applicant is not the owner) 2575 Old Orchard Road I� Richard and Joann Savarese residing at Southold, NY 11971 (print owner of property) (mailing address) do hereby authorize (Agent) Mark Schwartz,Architect to apply for permit(s)from the Southold Board of Town Trustees on my behalf. exr, ( ner's signature) Town of Southold LWRP CONSISTENCY 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. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. 4+ A n B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 37 _06 _7.1 AUG — 1 2014 j The Application has been submitted to(check appropriate response): ` Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees If"ill 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: Replace existing septic system per SCHDS. Location of action:2575 Old Orchard Road,'S'559;Rd, NY Site acreage:0.17 Present land use:single family residential Present zoning classification: R40 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:Richard and Joann Savarese (b) Mailing address:2575 Old Orchard Road, Southold, NY (c) Telephone number: Area Code( )334-2736 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑ If yes, which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ❑✓ (Not Applicable- please explain) Replace existing septic system per SCHDS. 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 ❑ Yes❑ No R] (Not Applicable—please explain) The subject property does not contain nor does the project affect historic or archeological resources; nor is the project located in a historic maritime area. Policy 2 is not applicable to the project. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑ (Not Applicable—please explain) To the extent that this policy is applicable to the proposed project,visual quality and scenic resources will be protected at the site through the protection and maintenace of the well vegetated area buffering the developed portion of the site from the tidal wetlands of Orient Bay. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ❑ (Not Applicable—please explain) The project does not address nor affect erosion control structures or other erosion/flooding control initiatives. Policy 4 is not applicable to the project. 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—please explain) Replace existing septic system per SCHDS. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No❑ (Not Applicable—please explain) This project will be consistent with Policy 6 for the same reasons described for Policy 5; because there will be no loss of wetlands and because the statutory and regulatory requirements of both the Southold Town Trustees and the New York State Department of Conservation will be complied with. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. See Section III—Policies Pages; 34 through 38 for evaluation criteria. ❑ Yes ❑No❑ (Not Applicable—please explain) The project will neither affect nor have an impact on air quality in the Town of Southold, Policy 7 is not applicable to the project. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No a (Not Applicable—please explain) The project will neither create nor rrequire the handling of solid waste or hazardous substances. Policy 8 is not applicable to the project. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yen No❑� (Not Applicable—please explain) The project is limited to the upland portion of the property, public access and recreational use of the adjacent coastal waters and public lands and resources will not be affected by the project. Policy 9 is not applicable to the project. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No E] (Not Applicable—please explain) The project neither proposes nor affects water-dependent uses. Policy 10 is not applicable to the project. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑ Not Applicable—please explain The project neither proposes nor affects commercial or recreational fisheries or other uses associated with the living marine resources of Long Island Sound. Policy 11 is not applicable to the project. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑ Not Applicable—please explain The project site is neither situated on nor adjacent to agricultural lands. Policy 12 is not applicable to the project. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No❑ Not Applicable—please explain The project affects neither the use nor development of energy and mineral resources. Policy 13 is not applicable to the project. REVISIONS: HEALTH 06/04/2010 DEPT. ( E� w/SEi 150'LS �! 1 t (i OF PTIC JUL 2 5 2014 ►� F E�6292 \-1 <0 �' fr DEVELOPED \` �, A S E M E N T PUBLIC WATER o \ F a EXISTING SEPTIC TO BE REMOVED i \ HAY BAY wl SILT F 2v AND FILLED PER SCHDS REQUIREMENTS o II UOQ �� U m a� �. S 31°1'30" E 164.6' , N Quo 'S� .•c m z \ m ti02� �tio�z� D.W -----------j1g--- -- tia F u \ ---- 1 STY,HOUSE DECK Cn c EXISFING F.F. ,\ �.°' EL 9 B' �(� NO GRADIN \ �T PROPOSED ST HO[E ANYCONSTR ON ,OV' O.0 sm foR RuaAnoN '/ WORKBEYO D CONSTRUCTION Dff11MPSTE �� F.F.EL 14.0' EL.9.0 �L ZONE LI TO REMAIN ON SRE FOR ® ® 02�� O DURATION OF CON STRUCTKJN CLEAN FILL 05%SLOPE l� : N � 47'4 p"W 151 121 ,\0'PAST SEPTIC SYSTEM ® ® EP \ � 0 oOF �C -.. L D TP 0FINI QW", EP 0 /� .D N 0 . ` IO ///�' •'�` � \ �/� ' FOF'SF7M'.y't� V 1 BULK W /� T /� (� D \fib �� .� j 1 NO WELLS HEAD OOD WA I C • ` FSEPTI O L K hh. R p A D L A RT OF SEPTIC x / INSTALL FIAT BALES WITH SILT FENCING YPRIORBALES TO MT FENCING OF ANY WORK `V/ C ON PROTECT SITE.ADD ADDITIONAL HAV BALES AND SILT TY AND IMMEDIATLY C AFTER BACK FILL IN CONSTRUCTION MPO NEAR MCIP LT AND CONE LINES.HAY _ \ \ \ BALES AND SILT FENCE REQUIRING TEMPORARY REMOVAL FOR ACCESS i VEHICLES W \ AREAS TO WORK SITE MUTT BE INSTALLED IMLES AN S AFTER WORK UST BE HAVE ENTERED TITS.PROTECTION ER L CC)NlR AND SILT FENCING MUST BE MAINTAINEDATALL TIMES ALL GENERALCONTRACTOR. F ON ON PROPERTY O MUST BE AGE ON CONTROLLED AT ALL TIMES DURING LIFETIME RE CONSTRUCTION WORK. \ ANY DAMAGE ON(INCLUDING HAYPROPERYBALES S A STREET DUEFEN RELATED TO WORK FROM W CONSTRUCTION(INCLUDING HAV BALES AND SILT FENCING.CONSTRUCTION /1 C \ \ VEHICLES.REQUITERS ETC.)IS THE RESPONSIBIIRY OF GENERAL CONTRACTOR TO SITE PLAN. O A REPAIR AS REQUIRED. � /\J ` NO/i150, SCALE. I" = 20'-0' a( �/ � \ w/i 150' OF SEPTIC GRADE:EL.9.0' ` 4e, �O o let SCTM# 1000-37-6-7. 1 PALE BROWN FINE SAND SP \ Z APPR""0vFJ B o _____._.__. 7.5'(EL 1.5') aG...__... :_ BOARD OF IRUSTEES ; o TOWN OF SOUTHOLD WATER IN PALE BROWN FINE SAND DATESP WATER ENCOUNTERED 7.5'BELOW SURFACE DRAWN: MHMS JOB TEST HOLE DATA SCALE: 1"=20' April 21,2014 DATA SUPPLIED BY:McDONALD GEOSCIENCE c - SHEET NUMBER: BOX 1000.SOUTHOLD,NY 11791(631)765-3677 S- 1 REVISIONS: HEALTH 06/04/2010DEPT. FIN.FLOOR EL.14.0' FINISHED GRADE: MIN.GRADE: MIN.GRADE: EL.9.0'-10.0' EL.9.5' 1-3 BEDROOM HOUSE(ALTERNATE DESIGN) EL.8.6' HOUSE o.. 6" R E � INV.EL.:8.5' _ � E INV EL.:7.6' 10.0' o 0 0 0 0 o i•. INV.EL.: APPROVED PIPE INV.EL.: _ -_ - _ ' •��• B.O. MIN.PITCH: 7.5' INV.EL.: APPROVED PIPE INV.EL: o 0 0 0 � 1/4"/1'-0" 7.0' MIN.PITCH: 6.8' ' 1/8./1'-0" o o LEACHING POOL LEACHING POOL INV.EL.: ° SEPTICTANK 5.1' gn TMIN.CLEAN L8'-0" I MIN.2'TO HIGH 8'-0" 8°_0" SAND COLLAR GROUNDWATER ¢ U rn 7 GROUND WATER w _.j M^ or ^ EL.1.5 r w O44 C C G PROPOSED SEPTIC SYSTEM DETAIL N.T.S. SEPTIC TANK SEWER LINE REQUIREMENTS NOTES: NOTES: O 1).MINIMUM SEPTIC TANK CAPACITIES IS 1000 GALLONS. 1).ALL SEWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. W z C7 2).CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 2).THERE SHALL BE A LENGTH OF CAST-IRON SEWER LINE EXTENDING THROUGH THE on 28 DAYS. FOUNDATION TO A POINT A MINIMUM OF TWO FEET BEYOND THE FOUNDATION WALL. A W U 3).WALL THICKNESS SHALL BE A MINIMUM OF 3",A TOP THICKNESS OF 6"AND A 3).THE SEWER LINE FROM THE BUILDING CAST-IRON PIPE TO THE SEPTIC TANK AND V� y BOTTOM THICKNESS OF 4".ALL WALLS,BOTTOM AND TOP SHALL CONTAIN TO THE LEACHING POOL(S)SHALL MEET OR EXCEED COMMERCIAL STANDARDS O cn REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. CLASS 2400 SEWER PIPE,OR ASTM STANDARDS FOR PLASTIC SEWER PIPE WITH A QI MINIMUM SDR 35 RATING. O 4).ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 4).SLIP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON F.cj 5).THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A JOINT. A•I MAX.TOLERANCE OF+/-1/4")ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5).THE SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE A MINIMUM PITCH OF ONE-QUARTER INCH PER FOOT AND A CLEAN-OUT OR MANHOLE EVERY 6).A 10'MIN.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. FIFTY(50)FEET. 6).THE SEWER LINE FROM THE SEPTIC TANK TO THE LEACHING POOL(S)SHALL HAVE A SCTM# 1 MINIMUM PITCH OF ONE-EIGHT INCH PER FOOT. LEACHING POOLS 7).SEWER LINE TRENCH(ES)SHALL BE FIRMLY TAMPERED.ALL BACKFILL SHALL BE FIRMLY Q) w TAMPERED BY HAND ABOUT THE PIPE.THE PIPE(S)SHALL BE SECURELY CEMENTED AT z NOTES: THE POINT OF ENTRY INTO THE SEPTIC TANK AND LEACHING POOL(S). O 1).MINIMUM LEACHING SYSTEM IS 5 POOLS:2'DEEP,8'DIA. 8).THERE SHALL BE NO BENDS IN THE SEWER LINES TO THE SEPTIC TANK.IF BENDS ARE p 2).LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE UNAVOIDABLE,THEN,FOR BENDS WITHIN THE FIRST TEN FEET FROM THE HOUSEx (OR EQUAL). FOUNDATION,THE SEWER LINE SHALL BE CONSTRUCTED OF CAST-IRON FROM THE C�/� O HOUSE FOUNDATION UP TO AND INCLUDING THE BEND.LONG SWEEP ELBOWS SHALL 3).ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). BE USED AND BENDS SHALL NOT EXCEED FOURTY-FIVE(45)DEGREES AS MEASURED O cn ALONG THE AXIS OF THE STARTING PIPE.FOR BENDS FURTHER THAN TEN FEET FROM , O W 4).A MINIMUM DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE THE HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEAN-OUT SHALL MAINTAINED. BE INSTALLED. c^v 5).AN 8'MIN.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL 9).ALL SEWER LINES SHALL BE STRAIGHT.WHEN SECTIONS OF PIPES ARE USED,THEY BE MAINTAINED. SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME MATERIAL.THE COUPLINGS SHALL BE SECURELY INSTALLED AND WATERTIGHT. 6).A 10'MIN.DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED MAINTAINED. IF ABSOLUTELY NECESSARY. DRAWN: MH MS SCALE: 1-20' 20' 10).WHEN USING MORE THAN ONE TYPICAL LEACHING POOL,ALL SEWER LINES FROM JOB#' 21. THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THE DISTRIBUTION BOX ApUME 2014 S AT THE SAME ELEVATION. [�ETtat NUMBER: S-2 James F.King,Presidento��gUFEO(,{co Town Hall,53095 Main Rd_ Bob Ghosio,Jr.,Vice-President �� iy� P.O.Box 1179 Dave Bergen W Southold,NY 11971 John Bredemeyer oy ~ Telephone(631)765-1892 Michael J.Domino Q� 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 Ist day of construction %i constructed: .Project complete, compliance inspection i i BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK f. PERMIT N0. 8356 DATE: DECEMBER 11, 2013 ISSUED TO: RICHARD & JOANN SAVARESE PROPERTY ADDRESS: 2575 OLD ORCHARD ROAD, EAST MARION i SCTM#37-6-7.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on December 11,2013, and in consideration of application fee in the sum of$250.00 paid by Richard&Joann Savarese and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to raise the existing dwelling,and remove and re-construct the foundation to raise finished floor height to elevation 14.0; re-construct existing 16'x16' deck with 3.6'x4' steps and 6' wide x 1' deep step to the ground; and re-construct existing front stoop; and as depicted on the site plan prepared by Mark'K. Schwartz, Architect, last dated November 15,2013 and stamped approved on December 11,2013. 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. 5 ob Ghosio, Jr. i i I 0 • TERMS AND CONDITIONS The Permittee, Richard &Joann Savarese residing at 2575 Old Orchard Road 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 performed pursuant to this permit,and the said Permitteewill,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 Permit 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 retained 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. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 0 • James F.King,President O��QF SO(/JyOI Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road P.O. Box 1179 Dave Bergen Southold, New York 11971-0959 John Bredemeyer G • �O Telephone(631) 765-1892 Michael J. Domino O Fax(631) 765-6641 CO U NON I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 11, 2013 Mr. Mark Schwartz, Architect PO Box 933 Cutchogue, NY 11935 RE: RICHARD & JOANN SAVARESE 2575 OLD ORCHARD ROAD, EAST MARION SCTM# 37-6-7.1 Dear Mr. Schwartz: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, December 11, 2013 regarding the above matter: WHEREAS, Mark Schwartz, Architect on behalf of RICHARD & JOANN SAVARESE 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 November 15, 2013, 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 December 11, 2013, 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, 2 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 RICHARD & JOANN SAVARESE to raise the existing dwelling, and remove and re-construct the foundation to raise finished floor height to elevation 14.0; re-construct existing 16'x16' deck with 3.6'x4' steps and 6' wide x 1' deep step to the ground; and re-construct existing front stoop; and as depicted on the site plan prepared by Mark K. Schwartz, Architect, last dated November 15, 2013 and stamped approved on December 11, 2013. 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: $100.00 Very truly yours, /P��" C;,e-�5r James F. King President, Board of Trustees JFK/amn James F.King,President y Town Hall Annex Bob.Ghosio,Jr.,Vice-President S 54375 Route 25,P.O.Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer ,j �`aQ Telephone(631)765-1892 Michael J.Domino Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Mlyk Sc kwa41- Ir ECbjQr-4 f Toann Sava reSe- Please be advised that your application dated S 3i has been reviewed by this Board at the regular meeting of 113 . and your application has been approved pending the completion of thdfollowing items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) , 1St Day of Construction ($50.00) %z Constructed ($50.00) Final Inspection Fee ($50.00). Dock Fees($3.00 per sq. ft.). 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 pen,nit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: BY: James F. King, President Board of Trustees Richardoann Savarese 575 Old Orchard Road, East Marion -•- CTM#37-6-7.1 "' .' A ; 12/4/13 n • r l a *, w ; „rY� �S4 James F.King,President �OF S0 Town Hall Annex Bob Ghosio,Jr.,Vice-President �� y�l 54375 Main Road P.O. Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer ua --,U- Michael Michael J.Domino G � Telephone(631) 765-1892 '�OIyC� ^� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES D E u E U E TOWN OF SOUTHOLD NOV 1 9 2013 To: Southold Town Building Department Re: Verification of Building Department Permit Requirements BLDG.DEPT. TOWN Of SOUTHOLD SCTM#: Property Owner Name: Scc,,-,n SG-"Vc�-rP S e Date Sent to Bldg. Dept.: The Office of the Board of Trustees is forwarding the above referenced appli on or..." verification of the Building Department's permitting requirements stated belo I YES NO DFC - 9 Will the proposed project require a Building Permit? yWill the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: a U (Nv an) r Signature of Reviewer Date Form 1090 11001C)50 ahppta to Pad 7!0 • Slrpot No 9ubNcl�`� rApproprlatltlh NO Job No Computed___`_ _—Date_ -_—,__,Chmeksd__—_ DataDr1�f—_—__Office_ I II - �_ --1 IY { , �_ __ _ 11 - - _� _ I - �- _ 1_-_I I _i _ I 1- _ I I f I I I__► _ I _ `` - -�LS1_ IA - - I 1 I I I I -- - -- 1_ LJ - '_�_ — �- �-r- - -- �- I _I 1= - � � _1 _f __ ► I _ I _ I _ I i I I_ I i I I - - 1- - ` _ _ _ - _ ` 1 _ ► i _ I__ _ - I _ ' I I I I 71 �—�— I E - - L1 i I i � _ 'gLJ J ! -1T7 I I I I i �5I -t' - -- - - I L_ k.ICA- I- II-n_ ca� _ _I_ - - ---- I, JJ - 1 _ -F T] I I I l i i 1 1 WIMP Adak i . YAP OF P ,.-.�DEF2TY ` I f _ `UWVVYED F',)tZ i ti,�� T �' CSA. + �/ JOSEPHINE K112 !r E 4:'7 5�''JTHi)!-- . N.Y. ,0 2 1 ' K cr Fit.Houpt? IL IIYI � r x v .P �,py*��;� � � �,J.�.� , -�,, Y JiRTC J �e�?'► �rL E;.`�Ml�..s�..�cc��Y 2_rLJVF lw "49 "ViAF+FVFG rQ7U_D37•s; 7. i ,, _ ,r..�-aer�ad dlwWw,aroMNn M� 4e:'vm7ldfdMNw/�aR[Araso ' ,/\ canon la►. fooNo d,hN vM•i+b w.an 1 np 1 r ¢`-.- an+0000w 1•!l/,W not M moa ( ��- b bx�Yolld InN•tw• �,g hn•w dap rw: Nr rwwn the sew" k r>.avo,K end w hN hehW W tM 1} ;d` �/ .J,�-' tra emm�tm.°k't'nmmodwa oK i ,.� !•. ;ny,q,inctitanmi llRW nxnM inAMa; nPnwo d iM NnaM• TX ♦r��'�/.'- G..re t nr.nenclx�hlnF F NErU o� 9� �1"I 1✓ g��GK Vgry yp9 I WA.2-4,198 726 l o e a Df.AND SJ OpNEWy / 1 i Q_ <. z cFy�O• -- SED LAND' g11FFQ�,� James F.King,President P.O.Box 1179 Bob Ghosio,Jr.,Vice-President S Southold,NY 11971 Dave Bergen Q Telephone(631 765-1892 John Bredemeyer ,+, Fax(631)765-6641 Michael J.Domino `F y�al � Baa Southold Town Board of Trustees Field InspectionMork Session Report Date/Time: /�/0/�3 Mark Schwartz, Architect on behalf of RICHARD & JOANN SAVARESE requests a Wetland Permit to raise the existing dwelling, and remove and re- construct the foundation to raise finished floor height to elevation 14.0; re- construct existing 16'x16' deck with 3.6'x4' steps and 6' wide x 1' deep step to the ground; and re-construct existing front stoop. Located: 2575 Old Orchard Road, East Marion. SCTM# 37-6-7.1 Type of area to be impacted: _Saltwater Wetland Freshwater Wetland Sound Bay Distance f proposed work to edge of wetland Part o own Codi proposed work falls under: apt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion _Amendment _Administrative_Emergency Pre-Submission Violation Info needed: v�Y JJA I Modifications: Conditions: i��., ¢ 11✓�w Pres ere: J. KIM B. Ghosio Bergen, J. edemeyer .Michael Domino D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: BOARD OF SOUTHOLD TOWN TRUSTEES. SOUTHOLD,NEW YORK PERMIT NO.7146 DATE:JULY 22,2009 ISSUED TO: RI.CHARD&JOANN SAVERESE PROPERTY ADDRESS: Z575 OLD ORCHARD LANE,EAST MARION SCTM#37-6-7.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustdes adopted at the meeting held on July 22,2009 in consideration of application fee in the sum of$250.Kpaid by Richard&Joann Savermand subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish and reconstruct a new two-story dwelling with deck, install drywells for stormwater run-off and a new sanitary system with retaining wall, with the condition the area seaward of the AE Zone line remains as a natural vegetated buffer,and as depicted on the site plan prepared by Mark K.Schwartz,AIA dated June 5,20M and stamped approved on July 22,2009. 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. Fkjtc i TERMS AND CONDITIONS The Permittee,Richard&Joann Saverese residing at 2575 Old Orchard LMS,East Marion. NY 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 performed 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 Permit 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 retained 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 requite 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 Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Office of the Clerk of the County of Suffolk 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 the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 1 ---- --- --- IEVV 1 TFYD�3Bi DYE„>fl99 IBX O ✓yF.� I ;J- _` ! rrnFvaanbw L=ei , Y IDAT J 'EA S.E MENT %t\ �„F.. d a " Z 5311'30'E1646 3aY \ O '� \ O R yy a r OL N FY �4s A F ,wA R O R °a°• � ��l�f ZD�E � � fPR��q R N •�,\ .00\ E yy.R D App LAN SITE PLAN MAP LEGEND SCALE: 1N=20'-0' qC •Ve� BTE FR9BIATIDN w C\ n FxuvAT oN Aax Nor eFcw umL F n[wrkw a r daGwuvo a9PEx '1 u9Le Arn wEs NME EFeI kua1LD ak UIVf9.veuflCArroN Fkau vnLm YD, C(YUANIB TNAT THE ARfA D CLGA CQlU MAV AV0 El,X".R.U INSPECT P301BITY fdL D1ATING-W \ 9f0 ERCAYATIpY 9KAFS.AN"dcd"c WTNRI 39 qQS Oi VFVSY MUFF rTl 3E DONE FY IUHD W'^ 31 A)MTUP AT Wn303S WNEF APND MU�fliOM THE fDU10TTION V, O A).CLTUPT9B•3IL91FY VAM OWNFq AND INULT®A AWAY. 31.CMP e0.URl O FG• ' CJ•gBAOVF Si11NAT AND HACLt:iEM AWAY. (F��P� p 919EFADr KAn1CMTM fG KPpfB9lfrolRBpVFMElMROMCVTAI fl9 z STORMWATFR MAWMETIT REWIRUE Wri IA:KmaTHF AOIECT RIF O.� w. E).—,N- t-& NEN iNf TOPfdL0 PRF5ERV®.TILL TNF SOIL F1kfT.M01HFN 0.FM04E _ OQ -� ' * - TOAfASE IOCATlpl W01SAFRONt WOLOADEA w/� ,� i • ��.d_ti.... __�.�..._�-+�- 61 FOLIAATON E]41.vATlp6 kQILO ec K Ifl4l K iD94191f.fEF EIFIATIDN A/J SLS�..e�.... �� + •--•• FENCX MAAk PiIdITO F%GYAIgN O �z F i -.�'r'S�� a1.aMB DIG FOUNDATkTN IldsroclYE F1fNIY Of ROOM FW AWELL- � J z l ti Y - - ORADOS RA[A BU ANOro PRwnF RDD9L Faa AuvoRlL O p, Y e_- - -•i.��_�• N IF THF DEPSN Oi EXUYKION DY*T:T OR IEFS.ODEA dG EYI-4FEET. �/ [sl UMAMATASDFGEEANFIFAEWF- Ok Da TALLERiOEWG W, Y Y Y Y ►'9 y q.HIL9OE pUVAT E FIK UV THE HRLEAU TO AN A OF REPOSE THF vvt m.�wewau w+a ANOIF AT WMCH TIIE ROPE 6 frABLF.IABIALLY BACk TO A A IIOPF OF 21 _ "FY SOM1 CONDn10NS7 �. -. .-- - s—.w.s+-....r-� A:..W UNSHOkEOVFkIKIF CVF SHOULD NOT EMCEE 5 fEFf ON A YOPFO SDF Y YY YYY `K>`Y -�.r��..._ 91.PIIOTER CMASS.T9EB AND ofHE4NA\n W11B1EVfR M991f Y M9� � Y �� -- IDI.DO NOr CLFAk O0.pGYATF WIDE NIFASTO FAR IN AWANCE OFCONfIRULTION: "I �� __ dS1VRi�ETATIDN ONLYKNFE[IfD..THFV kF3ID OIlE9U"F KSOd3K Y 19AC'ICAL. ue Am.em '^- � �� 11).UARf EOt.IM1ENFTRARKdAND OVT OFTHFIp fISFDO NOF IRNF 0.91E PR&Acv.TRDIPB SILT FENCE +- Y Uf![lpRfD ARFK PROfEC'FIMLLEA9ED IAFASWRH fVOLY FENCING QIOTNER RARRIFAk PLACE EMRBIEAROUNO TME d ECA NW.EST0111EV9T1'WAIRY .. TOTI,FEOOTFVVANIA1ERAMNE1R VEL AN NOF9E:NSTAL•®9IFWE [OVFSWRION BBANk ATFRMOARY CJUVEIOWEWAYSL101AD EEPISTAL4D O O �/ '•••• -_ -- - WFiE11E VEHKIB tNTp T1E I]B 9rF. FTI a2 STRAW BALE DIKE DETAILS ALT FENCE DETARS _-- LwFE PROP9m:ans9so Fr C� .. _ .— ccroA00 ADdro13AL GRA1reaN Og — �- owomEBor of kfrAwmG wAu ERKTING SFRIscTLxa TO 9EALrn9: O� - ...nar Aoa LALL PAQFtT' 0.EfNNING YH/OOD DeaL6 us osC6 fr I JE� FFTLC' -a B3KKWKK 91.4 S0.PT, 1 IMTEDdGVATION]S EU.YDi I� -�'�!+�1I�J r/i- --'-��=31y��" rygppf®1%IUSE-dUTNGI E)RFTING iDFCOVERAGE: R rs L �.._ ��lf�� /A��DV4/ ESFWKED FIu asO-M • ,- 9dHn"c NOIAE«RETADli4Wfq PPOPOSEDSIRLATLIRB: n1.9 SQ FF �"L. �'- •_ raR�� RPgUROD DRYDIEILR PRPm 356A SOIT. �1`C Jy EI ROOF AR5t 1933 LRR OIOfFn TOTK S6 9iF.9 Sp Ff jw iRr' n9��I`}��'�~EI- �IDpk WAiIR RIHLIfF:lAa6N.FT. PR0906®LOTCOVE9ACE IEI% SCALE-'EIA I MS PRONOE: '=IIY 5 �l OTIOEfKC kiV 169CU rt NOTE JOB _ _....� ALL I..DS 2m -A mWffH SRT Samm TO EE MFIBDWTSAIRVFTO.MTO INSTALLED 1R TO CONSSAUCTgNK tACAVATRTN ANDCONSTRUCIION SEEEFNV3®ER: ...- .G AERP OBW!CONFROLR KLALL EE WLYfADiW dACK FAMATION (�—1 OFCWSTRLSCTIONIREIILFROILcia SCTMYl000-37-6-7.1 J COAiLF1D(F WMT CIOSEO OUr7 =: NO s F .mF-.. :wn i CASEMENT • -` � — _ �Off\ N b a S 31'1'30"E 164-16v O \ 1 / ( .o 3 + o r _"' o.ar 2IIxtnYlE Y®l j ON144p�, _ 4 L /1 I'Do VA 0A D) L A N SITE PLAN CcP SCALE: I" = 20'-0' \ � � SITE q ( �a ( 4).1 STORMWATER MANAGEMENT REQUIREMENTS r sp FIRMIX , • f _ ......... .wiwe ...........«... . a w..e ............. 6).i VY __ osul:>:oc� Albert J.Krupski, President �OCOG Town Hall 53095 Main Road James King,Vice-President C y�c +, P.O.Box 1179 Henry Smith 4 uy Southold,New York 11971 Artie Foster Ken Poliwoda �+� �\� Telephone(516)765-1882 Fax(516)765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DETERMINATION OF NON-JURISDICTION DATE: March 19, 1999 AGENT: APPLICANT: Joseph Tavano ADDRESS: ADDRESS: 32 7th Street Patchogue, NY 11772 PHONE: PHONE: 289-1214 RE: SCTM# 1000-37-6-7.1 1. Oftfed: Oki Orchard LA. Or►w* The Southold Town Board of Trustees reviewed the survey dated and received in our office on 3/19/99 and determined that your proposal to Add addition to existing residence. to be out of the Trustee Wetland Jurisdiction under Chapter 97. However, any activity within 75' of the Wetland line requires a permit from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, ai 'at'. Albert J. Krupski, Jr. President, Board of Trustees AJKAms Ah WWI SURVEY OF PROPERTY AT EAST MARION TOWN OF SO UTHOLD SUFFOLK COUNTY , N. Y. r1000-37-06-7.1 d SCALE: 1" = 20' y s JANUARY 4, 1999 r, JAN. 11, 1999 1 prop. resldsnco 1 tong v7� 'C 0 x ` d LOT 6 n ; v jr 30 gyp. L o _ N Pes'jD` ' •� f`� MR °- "° s 0 31 ti g LOTI F AREA = 7,316 ptt. �'' w°�ey TO TIE UNE p b Q 41 e\ LOT COVERAGE B EXIS rING = !2X PROPOSED - ox PROPOSED FINISHEO FLOOR = el. 9• p� LOT NUMBER �Jj 4 �1 "MAP OF GARDINERES BAY '�o�• fi�'ry ESTATES" FILED IN THE SUFFOLK COUNTY CLERX'S y �� OFFICE ON SEPT. 23, f 927 G. AS FILE NO. 275. CIS FLOOD ZONE LI'YES FROM FIRM MAP NO. 3610 30 01 7 7 G MAY 4,1998 Of N A. at Y ALTERATIONION 7209 OF THE NEW YOW STATE EOUCATOV LAW.ALTERATIONOR AOp11pv TO TNIS SURVEY ISA VICLAANY.S LIC NO 49618 LN IC U VOR$, P C SECT —PT AS PER SECTION 7209-SU9pNSM 2. ALL CERTWXATTONS i 7 5020 REDN ARE VALID FOR ANS MAP AND COPIES TNEAEOF DNLY IF 9 MAP OR COPIES BEAR THE MIPRESSED SEAL OF THE SLNTYEYOR SIOHATURE APPEARS HEREON. VELER 57REET F98-389 OLD. N.Y 17971 o„ P7 nnm�oma. ` roa,a. f tc oT,r 12 am.,z �s f f 2e .p0 � f �e • r. ne 21 ,� p^ Spxq Porq � z.ayl � � NARaoR e.Wq � • f �-f f es! C, �•fr � f < ;{F •� �4• f f a , F f.� E"r "� ' '"'" _ �"� __v'__ "__ NOTICE COUNTY OF SUFFOLK © E v py,Npp SECTION NO G ..` _ 12-11 Q =___ _ _ Reel Properly Tax Service Agency r E yr '— _ ry r —.-- c.wyc.xwaMTra.xr„st M 37 A w tM ltge P PROPERTY MM Nunemaker, Amanda From: Mark K. Schwartz <mksarchitect@optonline.net> Sent: Tuesday,June 03, 2014 9:01 AM To: Nunemaker, Amanda Subject: FW: R10-14-0009 Savarese Here is the response from Health Dept: From: Helgans, Laurie [mailto:laurie.helgans@suffolkcountyny.aov] Sent: Friday, May 30, 2014 11:28 AM To: Mark K. Schwartz Subject: RE: R10-14-0009 Hi Mark, I approved surveys on 5/16/14. I'm waiting to hear from you if you need a Town Wetlands permit because you checked "Yes "on the application. Laurie From: Mark K. Schwartz [mailto:mksarchitectnoptonline.net] Sent: Thursday, May 29, 2014 2:03 PM To: Helgans, Laurie Subject: R10-14-0009 Importance: High Hi Laurie, Did you receive the updated Site Plan for this project? Mark Mark K.Schwartz,AIA-Architect P.O.Box 933 28495 Main Road Cutchogue,New York 11935 631-734-4185 mksarchited4!jopton1ine.net N14war-l-z.- ,� � e ava1 0C OFFICE LOCATION: o��OF SDU�yOI MAILING ADDRESS: Town Hall Annex O P.O. Box 1179 54375 State Route 25 l Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) N �r Southold, NY 11971@ Telephone: 631 765-1938 �� olFax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM DEC - 92013 To: Jim King, President Town of Southold Board of Trustees Suunio a carr fT From: Mark Terry, Principal Planner LWRP Coordinator Date: December 9, 2013 Re: Proposed Wetland Permit for RICHARD &JOANN SAVARESE SCTM#1000-37-6-7.1 Mark Schwartz, Architect on behalf of RICHARD &JOANN SAVARESE requests a Wetland Permit to raise the existing dwelling, and remove and re-construct the foundation to raise finished floor height to elevation 14.0; re-construct existing 16'x16' deck with 3.6'x4' steps and 6' wide x 1' deep step to the ground; and re-construct existing front stoop. Located: 2575 Old Orchard Road, East Marion. SCTM# 37-6-7.1 It is my recommendation that the proposed action is CONSISTENT with LWRP policy standards to the greatest extent practicable, and therefore is CONSISTENT with the LWRP. Due to parcel size and configuration, there is no ability to relocate the structure outside of Flood Zone AE EI 7 (see figure 1.). 100 AF- Figure 1. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney %oFFO�► Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary Zb P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1892 Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., December 4, 2013 the following recommendation was made: Moved by William McDermott, seconded by John Stein, it was RESOLVED to SUPPORT the application of RICHARD AND JOANN SAVARESE to raise existing house, remove and reconstruct foundation, and rebuild the existing deck and stoop. Finished floor height to be raised from elevation 9.8' to elevation 14'. Located: 2575 Old Orchard Rd., East Marion. SCTM#37-6-7.1 Inspected by: John Stein, Peter Young, William McDermott Vote of Council: Ayes: All Motion Carried LNOV1 5 2013 Office Use Only oastal Erosion Permit Application Wetland Permit Application Administrative Permit _Amendment/Transfe/Ex nsion Received Application: j 3 Received Fee:$ Completed Application S 3 _Incomplete _SEQRA Classification: Type I Type II Unlisted oordination:(date sent) 3 VLc- WRP Consistency Asse me Form C Referral Sent: ate of Inspection: 1 _Receipt of CAC Report: _Lead Agency Determination: _Technical Review: Public Hearing Held:_ Resolution: Name of Applicant Richard and Joann Savarese 6,5�V\C4,v'\ Address 2575 Old Orchard Road, Souftmki Phone Number:( ) Suffolk County Tax Map Number: 1000 - 37-06-7.1 Property Location:2575 Old Orchard Road, Soutbold (provide LILCO Pole #, distance to cross streets,and location) AGENT:Mark Schwartz,Architect (If applicable) Address:PO 933, Cutchogue, NY Phone:734-4185 Of 1 Ord of Trustees Applicati� GENERAL DATA Land Area(in square feet):7316 square feet Area Zoning:R40 Previous use of property:single family residence Intended use of property:single family residence Covenants and Restrictions: F� Yes No If"Yes",please provide copy. Does this project require a variance from the Zoning Board of Appeals Yes __2]_No If"Yes",please provide copy of decision. Will thi ject require aux lemolition as per Town Code or as determined by the Building Dept. Yes No Does the structure (s)on property have a valid Certificate of Occupancy Yes_nNo Prior permits/approvals for site improvements: Agency Date Southold Trustees #7146 #1-4738-02237/00003 ed deck - No prior permits/approvals for site improvements. ( � (L- / deer Has any permit/approval ever been revoked or su d b mi 3, l� k LJ Y ✓ NovernYes d /� X (De C If yes,provide explanation: Project Description(use attachments if necessary): y- May Raise Existing house, remove and reconstruct foundation. Finished floor height to be raised from elevation 9.8'to elevation 14.0. Existing deck to and stoop to be re-built. Ord of Trustees Applicati* WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations:Existing house to be raised and foundation to be re-built,finished floor to be raised from elevation 9.8'to elevation 14.0'. Existing deck and stoop to be re-built. Area of wetlands on lot: square feet Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands: 106 feet Closest distance between nearest proposed structure and upland edge of wetlands:(no addition) feet Does the project involve excavation or filling? n-NoYes If yes, how much material will be excavated?32 cubic yards How much material will be filled?21 cubic yards Depth of which material will be removed or deposited:+/-6' feet Proposed slope throughout the area of operations:+/-5% Manner in which material will be removed or deposited: Excess fill to be used shipped off site 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): The proposed work shall have a positive impact on the wetlands and tidal water through the installation of drywells to control water runoff • 617.20 • Appendix B Short Environmental Assessment Form Instructions for Comnletin� Part 1 -Project Information. The applicant or project sponsor is responsible for the completion 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 1 based on information currently available. If additional research or investigation would be 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 supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Savarese House Project Location(describe,and attach a location map): 2575 Old Orchard Road,Southold,NY Brief Description of Proposed Action: Existing house to be raised.Existing foundation to be re-built,finished floor to be raised from elevation 9.8'to 14.0'.Rebuild existing deck and stoop. Name of Applicant or Sponsor: Telephone: 631-334-2736 Richard and Joann Savarese E-Mail: Address: 2575 Old Orchard Road City/PO: State: Zip Code: Southold NY 11971 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that a 1:1may 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 YES If Yes,list agency(s)name and permit or approval: ❑ ❑ DEC,BUILDING DEPT. 3.a.Total acreage of the site of the proposed action? .17 acres b.Total acreage to be physically disturbed? .04 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? -acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial m Residential(suburban) ❑Forest ❑Agriculture El Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ❑✓ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ✓❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑✓ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? a ❑✓❑ ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? Z 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 7 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: F-1 7 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? Q ❑ b.Is the proposed action located in an archeological sensitive area? ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: El IZI 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: m Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑✓ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ ❑ F]a. Will storm water discharges flow to adjacent properties? m NO YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)?m If Yes,briefly describe: NO YES Qntwelis to be installed for roof runoff and driveway as required/ Page 2 of 4 18.Does the proposed action includ8construction or other activities that result in the poundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 21 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: a ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. 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 my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning 1:1regulations? 21 2. Will the proposed action result in a change in the use or intensity of use of land? Q 3. Will the proposed action impair the character or quality of the existing community? n ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the F]establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or 1:1affect existing infrastructure for mass transit,biking or walkway? 21 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate o ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a Ela.public/private water supplies? b.public/private wastewater treatment utilities? a 0 8. Will the proposed action impair the character or quality of important historic,archaeological, E]architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, F]waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? r7i 1:1 11. Will the proposed action create a hazard to environmental resources or human health? ❑✓ Part 3-Determination of significance. 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 3. 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. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. F] Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. gohl e p o (= 7_d;0 t 5 i E,-IN ZIj 3 Name of Lead Agency - Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer gnature of Responsible Officer IVLead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 S V-4 /CIE .rr- � � Town of Southold Erosion, Sedimentation & Storni-Water Run-off ASSESSMENT FORM LOPROPEM CATION: s.c T. it THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q(� _- __A _ R,GRADING.D E AND ION PLAN '1 s MFEWIO i THE STA O WE OM SCOPE OF WORE - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yea No a. What is the Total Area of the Project Parcels? 1 Will this Project Retain AN Stam-Water Run-Off (Include Total Area of all Parcels located within j 7 Generated by a Two(2)Inch Rainfall on Site? the Scope of Work for Proposed Construction) 1.- (This Item will Include all run-off created by site It. ❑ . What is the Total Area of Land Clearing)Acres) clearing and/or construction activities as wall as all and/or Ground Disturbance for the proposedSite Improvements and the permanent creation of construction activity? . •(&F. a(s a,+ Impervious surfaces.) VIDE BRIEF PRO]=DESCRIPTION lP�•AdamhrPion aNa"m Z DoesgeStuIndicating SurveyShowc Proposed PRO Drainage Structures ndic�atirtg Size&Location?This Rem shag Include all Proposed Grade Changes and ]L RA(SP—* �c 1 ST7 N t�U�f F, Slopes Controlling Surface Water Flow. /� f 3 Does the Site Plan and/or Survey describe the erosion Z ❑ E ZI d V /f^,Lo /G� 415o f�a and sediment control practices that will be used to control alta erosion and storm water discharges. This I1/�jk/ F�t/��►T'7 �/�. item must be maintained throughout the Entire Construction Period. /N,r C t7/2 y uiCt�Olt 4 Will itnis Project Require any Land Filling,Grading or Excavation where there Is a change to the Natural Existing Grade Involving more than 200 Cubic Yards V ilii of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand 1 (5,000 S.F.)Square Feet of Ground Surface? ; 6 Is there a Natural Water Course Running through the Site? is this Project within the Trustees jurisdiction D V General DEC sWPPP itmdr"T ants: or within One Hundred(100')feet of a Weiland or i Submiesk a of a SWPPP is requird for of Construction adiNWs ivd*g sol Beach? dMurbences of ane(1)or more saes;Including disturbances of teas than one sore that7 Will there be Site preparation on Existing Grade Slopes are par of a larger common plan tet will un. My disturb we or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ f Including Construction actlNdes Involving sol disturbances of less then one(1)acre where One Hundred(100')of Horizontal Distance? I - the DEC has determined that a SPDES permit Is required for storm water disdmrges. (SWPPWs Shale meet the Mlnimusn Rmp*e rolls of the SPDES nonoral Permit 8 WIN Driveways. Dimas or other Run-ON Impervious ✓for Stoen Water Discharges from Construction activity-Permit No,G1Ra-l0-0et.) Surfaces be — t•The SWPPP sieN be prepay pffor to the snob MtW of the NOI.Tis Not shag beInto and/or in the direction of a Town right-ofjwayt suWrAUd to to Deperhnant prior to the commencement of constni ction acWigr. Z The SWPPP shall desaba the ercalon and sadina rd coatroi practices and where 9 NO this Project Require the Placement of Material, {{ required.pod-0onabuclon Stam water management pracices set will be used andfor Removal of Vegetation and/or the Cahshmilon of any / constructed to reduce the pollutants In storm water disdergas and to assure Item Within tine Town Right-ol-Way,or Road Shoulder N" compliance with tin lams mg and conditions of this pa .In addition.the SWshat PPP Area?Pw aura wn►sur, a- she inswissen oferrwway Aprons) Identify Potential source of pollution which may reasonably be expected to aRect the quaAly of Storm water disderges. NOTE: N Arty Answer to Question One through Nm is Answered with a Check fink 3.AN SWPPPs that require aur post-comeWdbrh storm water management practice in s Box and the construction aft disturbance is between 111,000 SF.i 1 Aar is area, component shag be prepared by a qualYed Design Professional Licensed in New York a Sturm Water.Grading,Drakmgs ii:Erosion Conevi Plan IS Re**W by aur Town of GO IS knowledgeable M the pehoiplm and practices of Stwn Water Management. Soulhoid and Must be Submitted for Review Prior to Issuance of Any Building Pared (NOTE: A O**Merk(.r)wvya Aro"rbr eachh Ouraaon is Po*i d fora Ca ego App keem) SPATE OF NEW YORK, COUNIT OF t.7 ..../^O LI4r�/ .........SS 77rat I,...........6 k ms � �F✓! : T being duly svvbm,deposes and says that he fiC is the applicat)t for pe I k I , And that h she is due ........................................... ................. .. ........ ................................................................ .. ...... Aganl.(bupo Owner and/or representative of the Owner Or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to be o me this; I. ...... day of. :...... ... ,20B Notary Public: ..ti. ' :�............�.... ?.�s'.. .............. ...................... ... .............................. t of ) FORM - 06110 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SON S6,47 46q;VVJ" CC, (ILLI (90 ble 94 titAi'Z ra,v Gu STATE OF NEW YORK COUNTY OF SUFFOLK residing at Z 0,M being duly sworn, deposes and says that on the day of - 20fj, 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 Noti!5P5 were mailed to ach of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn o beforea this Day of 20 � - I i Notary Public CONNIE D.9UNCH Notary Public,State of New Y.irk No.019w1w5t: OuAMW M Suffolk Cc,::: Commission Expires Ar; ;.. ��Qg�1FF01,�� .lames F. King, President � � Lown Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President u. P.O. Box 1 179 Dave Bergen Southold,NY 11971 .John Bredemeyer ,- �Q Telephone(631)765-1892 Michael J. Domino Fax(63 1)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of RICHARD & JOANN SAVARESE COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS I, m t C(�Z✓ ! residing at/dba CICITn being duly sworn, depose and s y: That on thel0day of DEC- , 201 I personally posted the property known as 2 5- 7 r oc,o an C 6t4lz�r2 YL-o� 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, December 11, 2013. Dated: W._ jy (signature) Sworn to before me this -�1 day of. 0 l�) CONNIE D.BUNCH Notary P'61c,State of Now York 61.1 No.o18U818M Notary PublicQWW*dCommies E&o*minty r"A001t4,20ll(, NO- TICE OF HEARI -NG, NOTICE IS HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD. 1?i dn"c( Jocuin &varcw- SUBJECT OF PUBLIC HEARING: Raise the existing dwelling, and remove and re-construct the foundation to raise finished floor height to elevation 14.0; re-construct ,+ existing 16'x16' deck with 3.6x4' steps and 6' wide x 1' deep step to the ground; and re-construct existing front stoop. TIME & DATE OF PUBLIC HEARING: a P-%A cieAn .1 .Nw 'Dere0%6er III If you have an ' terest in this project, you are invited to view the Town file(s) y p I which are available for ins ection rior to the day of the hearing during normal business days between the ours o 8 a.m and A p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631 ) 765- 1892 14rd of Trustees Applicaticf) County of Suffolk State of New York 11��qx/(- , Z- BEING DULY SWORN DEPOSES AND AFFIRM&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 TOWN 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(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. ignature SWORN TO BEFORE ME THIS J� DAY OF *V920_j Notary Public 0A. AUTHORIZATION (Where the Applicant is not the Owner) I S' V'/4fZ C-'�C- residing at (print property Owners name) PO 333 2-.5-75® OLD o2C.4 tArZ7> l tJ. �- iT �Q�l old (mailing address) do hereby authorize EA_VZK 5 •�' zT Z (Agent) to apply for v s) on my behalf from the Southold Zoning Board a . (O ignature) (Print Owners Name) • 0 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The jam of Southold's Code of EthjcspnWjb conflicts of interim on the=of town officers and=ftp The ouroose of this form is to Mm ide inforination which can alert the town of possible conflicts of interest and allow it to take whatever action ie V&g= v to avoid some. --- �/f YOUR NAME: S /"f 12 A-- (Last name,first name,jriddb initial,WIKS you we 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 too Change of Zone Coastal Erosion Approval of plat Mooring 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 5%of the shares. YES l_ _ I NO 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/mpresentative)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): n,A)the owner of greater than S%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the 4 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 day of AOVA 2000 Signature Print Name 2 Form TS I APPLICANT ORANSACTIONAL DISCLOSURE FORNO (FOR SUBMISSION BY OWNER and OWNER'S AGENT) The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information. which can alert the Town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company. If so,indicate the other person or company name.) NATURE OF APPLICATION: Check all that apply.) Tax Grievance Variance Special Exception If"Other", name the activity: Change of Zone Approval of Plat Exemption from Plat or Official Map Other 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 -orr;employee owns more than 5%of the shares. YES NO L!� Complete the balance of this form and date and sign below where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant) and the Town officer or employee. Either check the appropriate line A through D(below)and/or describe the relationship 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 applicant(when the applicant is a corporation); QB)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 o V! Zo 13 Signature - Print N Town of Southold • • LWRP CONSISTENCY 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. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: onl' website (southoldtown.northfork.net), the Board of Trustees ® g e e all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION NOV 1 5 2013 37 06 7.1 -� The Application has been submitted to(check appropriate response): Town Board ❑ Planning Dept. ❑ 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: existing house to be raised and foundation to be re-built,finished floor to be raised from el. 9.8' to el. 14.0'. Existing deck and stoop to be re-built. • • Location of action:2575 Old Orchard Road, Southold, NY Site acreage:0.17 Present land use:single family residential Present zoning classification: R40 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:Richard and Joann Savarese (b) Mailing address:2575 Old Orchard Road, Southold, NY (c) Telephone number: Area Code( )334-2736 (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No a If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No E (Not Applicable- please explain) This project entails raising the finished floor height of the existing single family home in a heavily developed neighborhood. Policy 1 is not applicable to the project. 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 ❑ Yes ❑ No ❑ (Not Applicable—please explain) The subject property does not contain nor does the project affect historic or archeological resources; nor is the project located in a historic maritime area. Policy 2 is not applicable to the project. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ (Not Applicable—please explain) To the extent that this policy is applicable to the proposed project, visual quality and scenic resources will be protected at the site through the protection and maintenace of the well vegetated area buffering the developed portion of the site from the tidal wetlands of Orient Bay. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ❑ (Not Applicable—please explain) The project does not address nor affect erosion control structures or other erosion/flooding control initiatives. Policy 4 is not applicable to the project. 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—please explain) The proposed project is consistent with Policy 5 via installation of a drainage system of drywells to control, manage and recharge stormwater runoff; and retention of the existing vegetation on the site disturbance portion of the site to be protected from site disturbance during construction by a project-limiting fence and staked haybales. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. RI/ Yes ❑No❑ (Not Applicable—please explain) This project will be consistent with Policy 6 for the same reasons described for Policy 5; because there will be no loss of wetlands and because the statutood regulatory requirements of both the Sold Town Trustees and the New York State Department of Conservation will be complied with. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. See Section III—Policies Pages; 34 through 38 for evaluation criteria. ❑ Yes ❑No❑✓ (Not Applicable—please explain) The project will neither affect nor have an impact on air quality in the Town of Southold, Policy 7 is not applicable to the project. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No 0 (Not Applicable—please explain) The project will neither create nor rrequire the handling of solid waste or hazardous substances. Policy 8 is not applicable to the project. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ NoFV] (Not Applicable—please explain) The project is limited to the upland portion of the property, public access and recreational use of the adjacent coastal waters and public lands and resources will not be affected by the project. Policy 9 is not applicable to the project. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's Mr-dependent uses and promote sitilpof new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ✓❑ (Not Applicable—please explain) The project neither proposes nor affects water-dependent uses. Policy 10 is not applicable to the project. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑ Not Applicable—please explain The project neither proposes nor affects commercial or recreational fisheries or other uses associated with the living marine resources of Long Island Sound. Policy 11 is not applicable to the project. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No a Not Applicable—please explain The project site is neither situated on nor adjacent to agricultural lands. Policy 12 is not applicable to the project. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No D Not Applicable—please explain The project affects neither the use nor development of energy and mineral resources. Policy 13 is not applicable to the project. SURVEY OF PROPERTY A T EAST MARION TOWN OF SOUTHOLD e SUFFOLK COUNTY N. Y. 1000-37-06-7. 1 SCALE: 1 " = 20' Z ;%' JANUARY 4, 1999 �''�• JAN. 11 1999 ( prop. residence ) �• O JAN. / , 1999 ( re vls/on 1 JAN. 15, 1999 (Revision) \ O, Mar. 25, 1999 (addltlons) allL Y 25, 2001 ( certification ) Oct. 22, 2010 (FLOOD ZONES) Nov. 19, 2013 (CEHL) �./ LOT 6, 170 lto4.1D 4 �o ��'ya NOV 1 9 %013 Q i � ! 1 p i Ir 9? \ AREA = 7,316 sq. f TO TIE LINE <x It pp- LOT NUMBERS REFER TO "MAP OF GARDINER'S BAY ESTATES" FILED IN THE CERTIFIED T0+ 07' SUFFOLK COUNTY CLERIC'S RICHARD ✓. SA VARESE ✓OANN SA VARESE / OFFICE ON SEPT. 23, 1927 THE CHASE MANHATTAN BANK, AS FILE N0. 275. Its successors and / or assigns FIDELITY NA TIONAL TITLE INSU COMPANY OF NEW YORK cO� - COASTAL EROSION HAZARD LINE FROM COASTAL PECONIC ABSTRACT INC. Y '� EROSION HAZARD AREA MAP (Photo 48-636-83 TITLE NO. FNP - 0629/ cl ME FLOOD ZONE LINES FROM FIRM MAP NO. 36103CO177 H Sepl. 25, 2009 REFERENCED TO NA VD 88 CONTOUR LINES & ELEVATIONS ARE REFERENCED TO N.G.V.D. �; � t � y—N.Y.S. LIC. N0. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION SURW YOBS, P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS 65 — 5020 FAX (631) 765 - 1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. 0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 98-389 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 �/8-38 9 1 t 41''�r�M1'y1..., �� NI Y,� .. a , ' }`, 1 •'� YY/ ,'-�� .) :,.,+�,�`.. .:st �. . _ +�'. a is ,�'. �E��,aa._° � � � r br► e,1• �,. - _ ViaAsp ' I 1.47,. i".w tsr Jl' // �:: .. s v;\4 �"f�Y � 1FY�.' �7 P /Y. ��• a. Y+ . "!''•::: -.. �. ti�w" r�P. mak► ^'C. �%� i' _ t&Y^A l ' 0 jf! Sir' ok Ile I no Or Aa I 1 1 11 1 I I , 1 — ' =.�: �ems,, •. �_�- ,, � o+��,�, �, 1 I I . i T f . A ! a y ,i \ REVISIONS SITEDATA. I TRUSTEES SET 01/23/2009 DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL: I OPROPERTY: 7316.0 SQ.Fr. \ PROPERTY WETLANDS: BUILDABLE PROPERTY: c 6'L?`. , ',. •� '� ESTIMATED AREA OF 2000 SQ.FT. GROUND DISTURBANCE: 5 A90 EXISTING HOUSE: 583.6 SQ.FT. 20 CU.YD. 15 CU.YD. ll, EXISTING PORCH/DECK 256.0 SQ.FT, 6 CU.YD. 4 CU.YD. =/ :v ( HAY SAY wl SILT F ING \ ';�, '� - �y •��\ EXISTING SHED: 91.4 SQ.FT. - - 40-71 t0 s 0=Q S 31°1'30" E 164.6' _ p 3 ••;� 1�,,` \ C1 �� '?Z^ �'\ PROPOSED DRYWELLS: (1) 6 CU.YD. 2 CU.VD. 01,4 s 1 M.EXISTiNGOF.F.E DECK �� -� '� �` EXISTING TOTAL: 942.0 SQ.FT. 12.9% 32 CU.YD. 21 CU. PORT-A-LAV TO REMAIN EL.9.8' �(� � -�y ON SITE FOR DURATION PROPOSED F, J / OF CONSTRUCTION F F.EL 14.0' \'fS P�•! - - - CONSTRUCTION?DW PST R --`` _ ��•I m 70 REMAIN ONSITE FOR --./- , I 6 d DURATION OF CONSTAULT]ON -`N 7°� - `� '4�47�40",>✓, y llMITSOF ARiNG -- flo APPROVED BY1000-37-6-7. 1a s1.,z, �R TM No. x BOARD 4F TRUSTEES0 R TOWN OF SOUTHOLD R E C9 E I !7'Y JA\ f h HEAD WOOD IYIgL LJ^ R �./ - fl (� - U m K h O i1!ATE I t ' IL A D A { ( NOV 7 5 2013 SI,u 1.;7:u �. Boar u Trp...;,., c �T = �O SITE PLAN NOTE: SCALE: 1" — 20'-0' ALL SETBACKS SHALL BE VERIFIED IN FIELD WITH SURVEYOR PRIOR TO EXCAVATION AND CONSTRUCTION 0 STRAW BALE DIKE DETAILS SEQUENCE OF PROJECT: Q 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF W BOUND BALES PLACED 2 RE-BARS.STEEL PICKETS OR 2"X2"STAKES PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS r IN CONTOUR, 2"X2"STAKE 1-I/2-TIN GROUND. 2'IN THE GROUND OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE �>�' I ( DRIVE STAKES FLUSH WITH BALES. WIRE TIE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE l I LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS O BALES BUTTED PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED ^ I( TIGHTLY TOGETHER AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT �+y DRAINAGE AREA NO MORE THAN 1/4 AC.PER SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE O ' I 100 FETT OF STRAW BALE DIKE FOR SLOPES INSTALLED WHERE VEHICLES ENTER THE JOB SITE. LESS THAN 25%. 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. ''e• 4"MIN. 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PIAN.RETAIN AS MUCH TOP SOI!AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR PROPERLY INSTALLED STRAW BALE SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT {Crass Section) ` END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. �}•/ EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. B).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR 1. Excavate the Trench 2. PLACE AND STAKE STRAW BALES. `, INSTALL SHORING. jYj �\t HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY BACK TO A SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. U z rn ANGLE FIRST STAKE TOWARD yj 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS < >_PREVIOUSLY LAID BALE TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. O � Z �� STRAW BALE AND SILT FENCE 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER Q (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH = — DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. q Q WEDGE LOOSE STRAW 0 2 411 BETWEEN BALES. Row TOTAL ROOF AREA: 913.0 SQ. FT. o Q SILT STOP \ @100% WATER RUNOFF @ 211 RAIN ct Ln N/. kw CONSTRUCTION SPECIFICATIONS: POST T .`• % PER HOUR'. 152.5 C U. FT. N BALES MUST BE TIGHTLY ABUTTING WITH NO GAPS. 77 / 1).BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE BACKFILL CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.ll �® 2).EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF Am ` (4)INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. 1 J® 1 � � DRAWN: MH/M5 3).BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO NATIVE SOIL SCALE: 1/4"=1'-0" \® STAKES OR RE-BARS DRIVEN THROUGH THE BALE.THE FIRST Y� \� JOB#(: STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER.STAKES RECOMMENDED ``� November 15,2013 SHALL BE DRIVEN FLUSH WITH THE BALE. TOE-IN SHEET NUMBER: 4).INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL DRY WELLS TO BE 10' MIN. BE MADE PROMPTLY AS NEEDED. PRE-ASSEMBLED SILT FENCE AWAY FROM HOUSE 5).BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR S. 1 3. BACKFILL AND COMPACT THE USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR s Oo EXCAVATED SOIL. DRAINAGE. e c REVISIONS TRUSTEES SET 01/23/2009 ��A r 0 N v LO c0 O n t4 Fill x I I I I L-----------A -_—_- EL-14.0' -_—_- EL.9.8' EL.9.0' EL.9,0' EXISTING SOUTH ELEVATION PROPOSED SOUTH ELEVATION SCALE: 1/4" = P SCALE: 1/4" = 1' �D z Qo o a � Q � W � o � Wo z J �— � � z z ,� ----- EL.9.8' EL.14.0' = 0 0 < > LO W Ct ti N EL.2.1' EXISTING NORTH ELEVATION EL.2.1' SCALE: 1/DRAWN: 1/ /MS 4"=1'-0" JOB It: SCALE: 1/4" = 1' p ROPOSED NORTH ELEVATIONNovember 15,2013 SHEET NUMBER: SCALE: 1/4" = 1' A- 1 REVISIONS TRUSTEES SET 01/23/2009 4W ,*I& r ♦ r O e-i t� N U I i -N a � � —_— EL.14.0' ti Z u v x L.6.6' PROPOSED EAST ELEVATION SCALE: 1/4" = 1' W Q O oz � o w � w a � w a H w o � � W a 0 oz � qa oZ> -j c/) ----- EL.9.8' 0 W ----- Lr) T�71 ti V 1 N N EL.6.6' EXISTING EAST ELEVATION. SCALE: 1/4" = 1' DRAWN: MH/MS SCALE: 1/4"=F-0" JOB 4: November 15,2013 SHEET NUMBER: A-2 REVISIONS TRUSTEES SET 01/23/2009 ., .Nw O N m � U EL.12.0' x y w Ln EL.14.0' j O u r .z w �W V 1 PROPOSED WEST ELEVATION o oz SCALE: 1/4" 0-4 H a � w O � con O � -�+ w N w � z J } �p Z Z 02 —j U) p LO w C� ~ ----- EL.9.8' N EL.9.0' DRAWN: MH/MS SCALE: 1/4"=I'-O" EXISTING WEST ELEVATION JOB ovembNovember 15,2013 SHEET NUMBER: LZ SCALE: 1/4" = 1' A-3 RE%IISIONS TRUSTEES SET 01/23/2009 47'-01/?" 16'-0" 1 20'-11/2" 01 5'-01/2" 5'-51/2" 5'-51/2" 2820 'N 1111 1-4 3 sl Ion g'-43/4" CIO 9 /4 � •1 a I I 1 �•�. .-S •'�, 1111 in _ 1111 •-- - ---------------------------- - -.-- - - - 111 EXISDTING HOUSE STRUCTURE TO , 1 nit BE RAISED PRIOR TO COMMENCEMENT "" o OF DEMOLITION AND CONSTRUCTION 00 1 1 1 \ 1111 7 I •-- --' `-- -- Ln 1111 0 ) D REMOVE EXISTING FOUNDATION w ws I 111 REBUILD(SAME FOOTPRINT)WITH 1111 ' o O 11'1 "' 8"THICK POURED CONCRETE ON 1111 - o 1 uRE-BUILD t7 rill ;^.; 16"X8"CONC.FTG.w/(2)#5 REBAR Of EX.DECK 0ct� ;;;; MIN.3'BELOW GRADE N 1111 X ■ r` N• lilt Z UNFINISHED BASEMENT 0 Zs2o U 1111 STORAGE ONLY rn y kL N 00 4"STEEL COLUMN w/" " N v q�j rq In 2XIO ACO DI a-16110C 36X36X12 "CONC.FTG. I N cn "' O N i ■ 1 1 ■ 1 1111 1 (3)#5 REBAR EACH WAY LL f� C4 c .y °---- •---- MASON AND GC TO VERIFY ■m 1 ce I ALL DIMENSIONS AND HEIGHTS. D j 1 0 0FINISHED FLOOR TO BE AT lilt i---�---, 10'-5" FV �Ct 25 1 ELEVATION 14.0'. gill 1 N O O N' ' u I 10"dia.CONC.PIER u — 4"STEEL COLUMN 1111 t7 I ¢ . ¢. 1111 .� w/30"X30"X12" 1 1 NEW(3)1-3/4X9-1/2 ML GIRDER O I co w/24"X24"X12"CONC.FTG. m '111� CONC.FTG. rxv MIN. 3'13ELOW GRADE(TYP.) IxvI - 1 "■ �--'� O 1111 X 4-- -- a-- -- 1 �t �ty 1 1 1 1111111 M d- 1 1 i 1111 apLL 1 � 1111 Q 1 i O 1 1111 v -----------------------------� -'--1-- 1111 1 111 [xy 1111 r', 1111 'Z 11111 1 W 1 - 14'-0" 1'-0" o NLi 1111 _I Cli Z Q zzQ 16'-0" 18'-11/2" 12'-11" a a j 10 a P4 El FLOOD VENT ( Z 47'-01/2" W S N PROJECT NORTH PROPOSED FOUNDATION PLAN AREA: 557.6 SQ. FT. PROVIDE (4) FLOOD VENTS E SCALE: 1/4" = V a ° w FLOOD ZOITE CONSTRUCTION � a AS FFR N.Y.S. RES, CODE 8321 FLOOD VENT BLOCK OR POURED INSTALLATION INSTRUCTIONS 31'-01/2" 16-1/4" ROUGH OPENING EXTERIOR INTERIOR ALTERNATE STRAP DOOR .. ° .• 20'-11/1" 10'-11" LOCATIONS ON SILES REMOVED UPPER STRAPS BEHIND WALL W ALTERNATE Z i5-1/4" OPEN •• SIDE STRAPS BEHIND WALL J 11 0 Z 11 11 •• PEN OPEN 2"r 15-1j 4" OPEN n =ry 9-1/4" ROUGH 8-1/4" HIGH X ^ O EXISTING LIVING ROOM cV OPENING L 16-1/4" WIDE 11 W ROUGH OPENING n, q „ p1 cV PEN OVEN FRAME 3% 15-1/4" OPEN `s/1v 0L Q 11 cV DOOR VJ–` 0 11 OPEN VA/l LL N 1 1 11 IN OR SH WN OPEN FR SM •. ° BOTTOM STRAPS J Q 11 ; BEHIND WALL STRAPS GO BEHIND WALL 12 I.lJ EXISTING DEC CNS! a ASID CAN BE BROKEN OFF MAX o" QQ AT SLGTS TO AVOID 00 OBSTRUCTIONS •• ° L0 ° N EX.BEDROOM 1 a EXTERIOR VIEW FINAL GRADE •• '� Na-1 EX.BEDROOM O SIDE SEC TION VIEW It L]iNo_2 0 I 1. Prepare a CLEAN 15-1/4" wide by S-1/4" high rough opening for each vent (1 blo=k wide x 1 block high) With the b'tt,m of the hula n� more then 12" cI finished grade. DRAWN: MH/MS 16'-0" 18 -11/2 12'-11" 2. Measure will thickness and bend (more than 90') 4 straps at nearest slot to the measurement frim pointed end. 3. Remove door from frame. (turn upside down, rotate bottom of door ouiword hnd slide out of slots) SCALE: 1/4"=11_011 4. Insert two strops into two top sets of slats in frame from rear. After pushing teeth through rear set slots, 31'-01/2" ONLY PUSH STRAPS ONE CLICK INTO FRONT SLOTS. Straps should hove bant legs pointing up. JOB#: 5. Caulk may be applied behind front frame flange. Tilt frame so top goes into wall opening first with strop legs going behind wall above opening. Push frame into opening so front flonge is tight to fare of wail. 6. Reach through frame opening and install two bent straps through two bottom sets of slots in frame, trapping wall November 15,2013 between front flange and bent strap. Squeeze oil straps tight. Frame should be flush to wall fare and secure. SHEET NUMBER: EXISTING FLOOR PLAN 7. Check that frame f is square and slots to Clair of debris, mortar and caulk. PROJECT NORTH Sl Ins toll door into frame b grasping bottom of char wish lactic ins' and front Ira ,millers nares' f. Ing up. Slide door into frime such that metal pins on each side slide into slots an sides of frame. Let the door slide dawn SCALE: 1/8"= 1' following the path of the slots, until they ore at the bottom of the slots in the dimples. 9. Let the bottom of the door go so that the door rotates down into the frame. Check that door is latched in both sides. A-4 REVISION,, TRUSTEES SET 01/23/2009 WIND LOAD PATIO CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ — • RAFTER WALLSTUD ENDWALL CRIPPLE STUD J • � I BOTTOM PLATE 0 RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST •' u�ui • SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ,4DS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION EDCATION JUSP NUMBER DESCRIPTION APPLICATION IRAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TDPJOIST DIRECTIO14 WTH 2 O JOISTS. UNDER WALL. � 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2xB LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N THE FLOORS TO EACH OTHER W/ THREADED ROD. .ALL OPENINGS RT3 OR R17 TrDOWN ANCHOR APPLY 70 EACH CRIPPLE STUD 2X30 LS270 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKIUG 524"OC f 1 WALL STUD U THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR _ METAL STRAP .•S' V Q PQ CRICKET AT TOP-SIDE OF VENTILATION CHANNEL U w v w CHIMNEY AS REQUIRED > + RIM BOARD � RAFTER SILL PLATE(S) RAFTERS WALL SHEATHING MAINTAIN VENTILATION WOOD JOIST SIDEW,ALL FLASHING U H FOUNDATION TOP PLATE m BLOCKING FINISH WALL ,AND MOISTURE 2x4 LEDGER BLOCKING ST,4PPING TO BE ATTACHED TO WALL STUDS 048'bD BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP 14UMBER DESCRIPTION APPLICATIO14 ROOFING TO AVOID SOAKING 'HALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'D" O.C. �i� THE SPACE VENTILATED. ALL OPENII-IGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 209a_ STRAP AND JACK STUDS RESISTANT METAL MESH WTH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF 'A INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" C.C. AND SO .4S TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga- STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / �. ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANC HDR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TD ROOF VEN71LA71ON / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� 8' - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL r—, ON ALL OPENINGS �� KEEP ROOFING NAILS OUT W OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE � FLASHING 4 INCHES RAFTER RIMATERIAL AS ROOFING IDGE CAP OF SAME 8Ll ,45E FLASHING WRAPS CORNERS, STENDS UNDER SND LAS AT NAILED TO SHEATHING rum ^ SIDES 4 INCHES AND .4P5 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST z O TDP PLATE GIRDER/HEADER r� U SIDE `HALL FLA5HII4G Y l 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION aG.i 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOG ATION USF NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2- O / ALL JOISTS CONfIEC TE❑ TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREETHE PROPER STEEL CONNECTOR. RAFTER/PLA RT15 TYDDWN ANCHOR OVER RIDGE TO IF .ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE / �• 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD a DBL, SILL PLATE TERMITE SHIELD SUBFLOOR SILL GASKET WOOD JOISTS ♦ r NEOPRENE TYP. CONC. FOUNDATIONCONC. SLAB GASKET - ,� i 2x6 /2x8 CONTINUOUS WOOD PLATE C A 6 MIL. POLY yy BOLTED TO STEEL BEAM WITH DAMPPROOEXTERIOR V GRANULAR FILL , , 6MIL POLY ONN EXTERIOR \•e � � i � 1/2 " DIA. BOLTS ® 4$" o.c. STAG. • y - STEEL COLUMN •e A �' d ' 8 • �• C ROOF JACK ♦ ♦ • ♦ GONG. SLAB •e �•e v ' ANCHOR BOLT EMBEDMENT: STEEL BEAM a'•• A !'e POURED CONCRETE: 7"' �� w 1 W C 4" x i/4" x 8" STEEL w V ! . 11 COMPACT FILL BLOCK WALL: 15"' TOP AND BOTTOM PLATE 'e • ROOFING LAPS Z y • . - d • e a FLASHING AT % WITH 1/2" x 6" .ANCHOR BOLT KEYWAY FOOTING e A �•e •, 7 C GONG. FTG. SIDES .AIID TOP e •4 /!•e • USE WITB 3x3 SQUARE WASHERS 1/2" GROUT J } • a •4 ANCHOR BOLT CONNECTION e (USP LBPS58 OR 13P583) � O C) z REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I S STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUMS ACING FLASHING LAPS ( 10 KIPS 1 Z SILL PLATE TO FOUNDATION ROOFING AT BOTTOM = O CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL Vy w TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC V1 of Q WHERE NEEDED FOR STRUCTURAL BRACING. AIIN- 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING O 2 WALL BOTTOM PLATE TO FOUNDATION -2 STORIES 57" OC Q "SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL �..1 �SUBFLOOR > 0> O W CONC. SLAB LC- DOOR FRAME ~ Lo 6X6 10/10 WwA GARAGE JOIST COMPACT FILL I DOOR V 1 1 USE 2X8 STEEL BEAM 1 .••` FOR BLOCKOUT 4" SLAB - ///...` W/ 6X6 WMM \ SLOPE • P.T. PLATE /' ♦ 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIRS ACE �� < ► • '7 1 2" - (WITH A NAILING PLATE IF NEEDED' • '••�'•�.' AT END AND a• -'° •.e ' e =• •' . TO BE APROX. 1/2" OR HIGHER THAN • K3•e ES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE •C�e'i—<I�t'•e o C. jl ,y�` tIe A• *• ��a •• �BEAMS � I �•DO ••O!tl 0'_ .•.�••• _ (PROVIDE STRAPPING TO KEEP JOISTS ALGNED) G ADE a a a 6X5 W.W.M. DRAWN: : VIM =111S 12 d NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUIM e _ SUBFILOOR SCALE: 1/41.=11-0" MIN. ,• NOTCH EQUALS 1/4 DEPTH OF BEAM REINFORCING BAR REINFORCING BAR •-• e — 01ST JAB e • DRAIN TILE 121, � SHEET METAL / 30# FELT UNDER BEAM AT POINT 1STEEL BEAM November 15,2013 OF CONTACT WITH CONCRETE OR CONC. BLOCK 's.. 3- PLATE (BOLTED TO BEAM) SHEET NUMBER: TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) 414 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . w SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT BEAM POCKET A-5 REVISIONS TRUSTEES SET 01/23/2009 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS. USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST GIRDER/HEADER o Z e POST/COLUMN Z 12"x12"x12" - CONCRETE FOOTING �o m DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION I USP NUMBER I DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN.(2)I/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST IPAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLY TO EACH FOOTING N 1-1/2"SPACE H Ln MINIMUM U HANDRAILS F; w GIRDER__ IRDER U Zvi Z POST r+ O z GIRDER/HEADER o n 0 •� U N POST/COLUMN BALUSTERS RIMIOECKJOIST G CONCRETE PIER "••! o OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION1 USP NUMBER I DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)112"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST 1 BEAM ANCHOR JAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POSTICOWMN CONNECTION (3)BEAMS IPAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER W FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL i 2-1/2"DIA.LAG BOLTS W/WASHERS LAI PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL(ORGANICS REMOVED) H LEVEL BASE � W1 STAIR TREADu u FIT CONSTRUCTION TUBE AND PLUMB Q POST/COLUMN BRACE TUBE �\ zRIM BOARD O ' FILL AS PER MANUFACTURES'INSTRUCTIONS 1( 11 O STRINGER FLOOR FRAMING W 2x JOISTS I all=V1° =1i1=..111-111=111�I11�i11-111-111-i11=11 V 1 BLOCKING FOR JOIST HANGER O POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p • LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. • 4x4 SOUD COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN fa DISTURBED/POOR SOIL O O STRINGER TO DECKIPORCH CONNECTION 6x6 SOLID COLUMN PB566!PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORC I LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS . =111 III=III=111 III=111=111=111 111=11 WOOD JOIST WOOD JOIST JOIST BLOCKING CONC.PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM w' w GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.71 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN (jJ Z WOOD JOIST WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT J >_PRESCRIBED IN THE CODE. O Q Z THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT of FLUSH JOISTS WITH HEADER/GIRDER � Z SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. Q ALL 101575 CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED OI OVER H ADE / IRDER V THE PROPER STEEL CONNECTOR_ PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION USE WITH RT70 TYDOWN ANCHORS v �, TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR ICONNECT TO EACH JOISTO G v _Ja DECK& PORCH NOTES- NAILING SCHEDULE O W 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION NAIL NAIL NOTES LO QTY. SPACING � � ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts JOIST TO: 4-8d COMMO PER TOE Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER !01ST NAIL into concrete with a minimum 112"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE 2-8d COMMO 3j.Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete Footing. GROUNC WIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAILFLOOD BLOCKING EACH TOE Use a minimum l/2"dia x 7"long anchor bolt with washers and nuts_Footings Shall SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMEN1 HAZARDS TO JOIST 2-8d COMMOI, END NAIL be 4 ft.below grade. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED BLOCKING TO: EACH TOE MODERATE SLIGHT TO 3-16d COMMO 4).Deck joists to have blocking at 8'0 c-c.. 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 5111 OR TOP PLATE BLOCK NAIL LEDGER STRIP 3-16d COMMO EACH FACE DRAWN: MH/MS 5)-A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER PER TOE SCALE: 1/4"=1'-0" at 16"o-c. TO BEAM 3-8d COMMOI, JOIST NAIL JOB#: 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST 3-76d COMMO PER END TO JOIST JOIST NAIL November 15,2013 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: 2-16dCOMMON PER TOE NAIL SHEET NUMBER: to girder(s). SILL OR TOP PLATE FOOT 8).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal for any contact with ACQ. A-6 REVISIONS TRUSTEES SET 01/23/2009 WIND FRAMING NOTES NAILING SCHEDULE a® PLAN CONTENTS: GENERAL NOTES 1 .RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL )1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO T WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER g 2 RAFTER-TO-WALL ASSEMBLY: TOTAL SQ-FT-OF CONSTRUCTION (SEE PLANS) 1)-The information within this set of construction documents is related to basic design )• CEILING JOIST 8'WALL:3-8d COMMON EACH 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 in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters DESIGN CRITERIA 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �!�� ,�f♦ EXT.BALCONIES 60 OVER PARTITION WFCM-SBC LAP NAIL DECKS `10 2)-The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE - meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 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 line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 TO RAFTER Z-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) accordance with table 3.3. 20 2-16d COMMON 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER I END NAIL ROOMS(SLEEPING) 30 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 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 40 foundation and slab-on-grade, inches in masonry black foundations,or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 responsibility for construction coordinating with these plans,nor responsibility for JOINT DESCRIPTION NOTES m 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 Q7y, SPACING (DESIGNED FOR CAT.Cj EXPOSURE CATAGORY precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts-Anchor bolt (� TOP PLATE TO PER FACE NAIL cn specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMONFOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION u a p p p P TOP PLATE anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all fROOF-FOUNDATION DETAIL PAGE&GENERA!NOTE PAGE C!., TOP PLATES AT JOINTS FACE corners. 5).Refer to the Window and Door schedule for exterior openings. 4-16d COMMONx v\ a INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6)-The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE t j fl450 or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON P STUD O.C. NAIL Sym-- '� o attached with 8d common nails at 6"o.c.at the panel edges and 12"o-c-in the field,andFIRE PROTECTION SEE FLOOR PLANS 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 nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS) j such as bookcases,shelving,pantry,closets,trims,etc- edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAI! in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END in DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION c3 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3,15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3-16- FOOT SEE NOTE 1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to 1 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER DERLAELD FLOOD determine intended heights of finished floors)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNRE REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be ermined to be increased when LOAD (MPH} CATEGORY DEPTH TEMP- REQUIRED g p P NAIL NAIL NOTES MODERATE SLIGHT TO 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY SPACING 11 YES 2,4.4.2 and 2.2.4 respectively. 20 LBS. 720 6 SEVERE 3 FT. TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE p j g 4.8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE p 2-Sd COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD T be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3-5. EACH TOE V 1 BLOCKING 2-Sd COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 5).Unless otherwise noted,all slabs on grade to be 2500 p-s.i..Concrete to be TO JOIST poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing-Interior slabs 9)-CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 (BOTHFIELD FIELDS) p $ $- BLOCKING TO: EACH 70E INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. � W to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Fad COMMON @ 4"O.0 $d COMMON @ 4"O.C. SEE NOTES:1,3 6)-Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMONJOIST NAIL Z 8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE TO BEAM NOTES Z DECK AND COVERED PORCH NOTES: 3-Sd COMMON JOIST NAIL 7)-Dampproof exterior of foundation with bituminous coating as per section R406 of THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END HT1 F- the -16d COMMON F.I..j the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 1;,,) BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. `D 8).Drainage as per section R405 of N.Y.S.Residential Construction Code- 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FRAMING NOTES P P p 2).Tabulated 12 inch a.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHE HING- For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c- rZ 1 .All framing techniques and methods asprescriptive desi n of 2006 SBC High Wind JOINT DESCRIPTION NAIL NAIL Q g q g g 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing- Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3)-Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter J truss framing members with G>0.49. or below grade.Porches with covered roofs shall have l2"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches O.C. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. P g STRUCTURAL PANEL Ed WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at ST o-c.- CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES a AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3)-Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL SEE NOTES:1,3 (BOTH FIELDS) otherwise. Ledger to be hastened to building with 1/2"dia.bolts with washers and nuts I QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C-EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR-Doug.Fir. WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE Sd COMMON @ 6"O.0 8d COMMON @ 12"O-C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 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: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9-Provide fire to girder(s)- JOINT DESCRIPTION NAIL NAIL ?HESE NOTES ARE ONLY TO BE REFERRED 70 IF MENTIONED IN SCHEDULE NOTES ONLY. QTY- SPACING and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C-EDGE W 6d COMMO 2)-Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with z ]).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 6j.Double up floor joists under walls that run parallel to the floor joist and under bathtub. )- PP Y. g g p G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE J �- on plans. WALLBOARD 10"O-C.FIELD3).For exterior panel siding,galvinized box nails shall be permitted to be substituted Z 2).Verify septic system with the Engineer for Suffolk County Health Department approval. for common nails. 7).Provide 2-1-314"thick microlams(height to match floor joists)around stairwell and/o FLOOR SHEATHING: NOTE: other access openings unless otherwise noted(typical). 3)-If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY = 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING where applicable unless otherwise Hated. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6'O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. � Q 1"OR LESS Bd COMMO 12"O.C.FIELD O 9),Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � � � under all bearing walls. l).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. O Q THESE NOTES ARE ONLY TO BE REFERRED 701E 10).Provide insulation baffles at cave vents between rafters.Install draft blocking as Section R602.8-FIREBLOCKING REQUIRED I,--- I.1- W needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Fireblacking shall be provided to cut off all concealed draft openings(both vertical and horizontal) U") equipment supplier. and to form an effective fire barrier between stories,and between a top story and the roof space. N 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction In the following locations. Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 1)-In concealed spaces of stud walls and partitions,including furred spaces,intervals not exceeding 10 at the ceiling and floor adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred Spaces shall also be f over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. feet. Bats or blankets of mineral or glass fiber shalt be allowed aas s at interyfireblocking in walls constructed 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs- 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 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. members,the tabulated number of nails shall be permitted 2)-At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, DRAWN: MII/drop ceilings and cove ceilings. 1' to have regular 1/2"sheetrock.All walls to be taped and finished. 3j.Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tol-16d nail per foot. JOB#: SCALE: 1 '_ - 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM under stairs shall comply with Section R314.8,N.Y.S.Residential Code. November 15,2013 torch down type material over. SHEET 4}-At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to flame and products of combustion. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 5)-For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y,S.Residential Code. A-7