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Home My WebLink About40126-Z � � ��r,uFFOl,�cpG Town of Southold 8/8/2016 � y� P.O.Box 1179 a v' � 53095 Main Rd d�.�o1 �ao�`� Southold,New York 11971 ��" � CERTIFICATE OF OCCUPANCY No: 38435 Date: 8/5/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3450 Deep Hole Dr, Mattituck SCTM#: 473889 SecBlocWLot: 115.-17-10.1 Subdivision: �led Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/1/2011 pursuant to which Building Permit No. 40126 dated 9/28/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one familv dwellin�with covered front porch and deck as applied for. The certificate is issued to Martorana,Frank&Mindy of the aforesaid building. SUFFOLK COLINTY DEPARTMENT OF HEALTH APPROVAL R10-10-0033 8/1/2016 ELECTRICAL CERTIFICATE NO. 40126 6/15/11 & 11/16/12 PLUNIBERS CERTIFICATION DATED 11/12/2015 Perfection Plumb' . Aut ed Signatu o�S�F�o��o TOWN OF SOUTHOLD �� y� BUILDING DEPARTMENT y � TOWN CLERK'S OFFICE o . � SOUTHOLD, NY y�p1 � �a°�4 � BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) . Permit#: 40126 Date: 9/28/2015 Permission is hereby granted to: Martorana, Frank 172 Baylawn Ave Copiague, NY 11726 - To: Demolish Dwelling & Deck and Construct a New Single Family Dwelling; Living Room, - Kitchen, 2 Bedrooms, 1 1/2 Baths, Loft, Attic & Covered Front Porch, as applied for. Replaces BP#36357 � � , -�,. At premises located at: 3450 Deep Hole Dr, Mattituck SCTNI # 473889 Sec/Block/Lot# 115.-17-10.1 Pursuant to application dated 9/28/2015 and approved by the Building Inspector. � To expire on 3/29/2017. , Fees: . � � � PERMIT RENEWAL $609.40 - � Total: $609.40 Buil ctor � ��,�F�� TOWN OF SOUTHOLD �o� '� "��'�'�� BlJILDING DEPAI�TMENl' �' '� ' TOWN CLE12K'S OFFICE , o�, .a q,�� -SOUTHOLD, tdY ' �jDl_�,•�y,�' , � �UILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREiVIISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORfS AUTHORIZED) . Permit#: 36357 Date: 5/5/2011 Permission is hereby granted to: Martorana, Frank & Mindy 172 Baylawn Ave � Copiague, NY 11726 To: Demolish Dwelling & Deck and Construct a New Single Family Dwelling; Living Room, Kitchen, 2 Bedrooms, 1 1/2 Baths, Loft, i4ttic & Coerered Front Porch, as applied for. At premises located at: 3450 Deep Wole Drive, IVlattituck, IdY SCTM # 4738�9 Sec/Block/Lot# 115.-17-10.1 Pursuant to application dated 3/1/201�I and approved by the Building Inspector. To expire on 11/3/2012. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,702.20 , Total: $1,752.20 . � uilding Inspector Form No.6 • TOWN OF SOUTHOLD BUILDING DEPAR7CMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ' This application must be filled in by typewriter or ink and subtnitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or . topographic features. " 2. Final Approval fror�Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architeet or engineer responsible€or the building. 6. Submit Planning Board Approval of completed site plan requirements. B. F'or existing buildings (�rior to April 9, 1957) non-conforming uses,or bnildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly eompleted application and consent to inspec�signed by the applicant. If a Certificate of Occupancy is denied, the B�ilding Inspector shall state ti�e reasons therefor in writing to the applicant. C. Fees 1_ Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming paol$50.00, Accessory building$50.00,Additions to accessory building$5�.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3_ Copy of Certificate of Occupancy-$.25 • 4. Updated Certifcate of Occupancy- $50.00 � 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. ��j' { 1 New Construction: Old or Pre-existing Building: (check one) � �r ,- Location of Property: �� House No. Street , Hamlet . a0wner or Owners of Property: �'� "``"� ' '��GL�G� Suffolk County Tax Map No 1000, Section �'� � Block �� Lot �'� , Subdivision Filed Map. Lot: ' Permit No. � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: �'lanning Board Approval: / / Request for: Temporary Certificate Final Certificate: �� check one) Fee Submitted: $ ��_ � ��_� � �� ant Signature _ ��OF SOUPy�Io Town Hall Annex � � Telephone(631)765-1802 54375 Main Road � � Fax(631)765-9502 P.O.Box 1179 G Q Southold,New York 11971-0959 �0 • a� roqer.richert(c�town.southold.nv.us lyCOUN�,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Frank Martorana Address: 3450 Deep Hole Drive City: Mattituck St: NY Zip: 11952 Building Permit#: �� a.�p Section: � � 5 Block• l '� Lot: i� . , WAS EXAMINED AND FOUND TO BE IfV COMPLIANCE WITH THE IdATIONAL ELECTRIC CODE contractor: �Ba: Tucker Electric Inc �icense No: 4926-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only X Commencal Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Sv�ntches Twist Lock Exit Fixtures TVSS Other Equipment: rg-COC1C1@Ct eXlStltlg OVet' heBCj Se1VIC@ aS COC1St1'UCt1011 S@IVIC@ 011��/ Notes: Inspector Signature: Date: June 15 2011 81-Cert Electrical Compliance Form . J � l ��pf SOUTyo �� ,`o !o Town Hall Annex � � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G � ' Southold,NY 11971-0959 �Q � �� y�'�U�T`(,�� ---_________ � ��; �n [� 11 �II� � BLJII.DING DEPARTMENT � TOWN OF SOUTHOLD �� QV 1 Z 2015 � ._- a��;; �`IEPT � TOl"Jf��OF Sr;l1THO�D CERTIFICATION Date: �j - /,7 �/5 BuildingPermitNo. �/2[� Owner:��i�'��;.r,�� (Please print) - --- - Plumber-. � - -_ .--�-' ---= --� - -�� - ------ e-Ie�_U_1 C�r�Ci._ _-_.- .---- - - -- -- " �.-..-:_.: __ - - --.-- - ______ .---------- - - --- - -_-- - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. � (Plumbers Signature) Sworn to before me this � day of � e , 20� , Notary Public, �LI-F-Fprl� County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK - NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20� � ' � - - - -- �� J�� oy�00F SO!/r,�,olo . , � � . � � �Q ,'- o�y�o�� - TOWN �OF' SOUTHOLD BUILDING DEPT. 765-1802 . - 1 NSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOW [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE � CHIMIdEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RAUGH) [ ] ELECTRICAL (FINAL) REMARKS: �� . ` � � . � c - DATE J �l INSPECTOR � � �� - - --- ____-----— - -- � �O��OF SO(/j�,o� . . , � � . � • �o , - ��y�4UNi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. - - 765-1802 . 1 NSPECTION [ ] F UNDATION 1 ST [ ] ROUGH"PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH [ ] ELECTRICAL (FINAL) REMARKS: �-` � � 2 � ( � , _ DATE iNSPECTOR � -�� o��P SO(/r�,�l -- _ � � o # � � • �o - ��'��OUNi'I,�c� TOWN.OF SOUTI�OLD �tJILDING DEPT. . . 765-1802 � IIo1SPECTION [ ] FOUNDATIAN 1 ST [ ] I�OUGFI PLBG. [ ] F UND�lTIO [ ] INSULATION [ � FRAIVIIN /STRAPPING [ ] F11�IAL [ ] FIREPLACE � Y [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTIOM [ ] FIRE RESISTAMT PENETRATION [ ] ELECTRICAL (ROUGW) [ ] ELECTRICAL (FINAl.) _ REMARKS: � �� /�-�� DATE � - � IIe1SPECTOR 1 � --� - . ______ __ �� o��pp SO(/Tyo �� 3 ��-�- � � - _ _._ � � � � � • �� . _ o��Co��, . 'POWN OF SOUTHOLD BUILDING DEPT. � . 765-1802 � � -� �� O � 1 �� [ ] FOUNDAYION 1 ST [ I;OUGH PLBG. � � [ ] FOUNDATION 2ND [ ] INSUL�►TION [ ] FI�AMIMG/STFiAPPING [ ] FINAL [ ] FIREPL�ICE & Cf�IMN�Y [ ] FIRE SAFETY INSPECTIONf � [ ] FIRE RESISTANT COPISTRUCTIAN [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL�CTRICAL (FI L) ; R=�, REMARKS: � ��'�'��- -� �� ' � � `J , � - < - > � DATE �( � f t IMSPECTOR �`� ` �/t � ' . " ._ . - ., - _- - - -- - - - - . a_�_-----:__,__---- --- ------ �o��OE SOpT�,olo , � � � � �3� 7 � . �Q -. - ' ��y��UN1Y,N� TOWN OF SOUTHOLD BUILDING DEPT. � 765-1802 1 NSPECTI�ON � [ ] FOUNDATION 1 ST �i�ROUGFI PLBG. [ ] FOUNDATION 2ND [ ] INSULATION �FRAMING S�RAPPING [ ] FINAL ` � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � r ♦ C y ' � 1 - � /� � /� ' . _ V� l'J� G' � �/ o s ` � ,�'��'�' r / DATE INSPECTOR . " �o��OF SOUTy�Io . ,- ' //� . � � � � �� , ��y�DUNi'i,N� .n �.,V' �.� ` _ TOWN OF SOUTHOLD BIJILDING DEPT.- . 765-1802 . - � 1 NSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUI�ID�4TION 2ND [ ] INSULATION [ ] FRAMING/STI;APPING [ ] FINAL [ ] FIREPLACE � CHIMNEIr [ ] FIRE SAFETY INSPECTION � [ ] FIRE RESISTANT CANSTRUCTION [ ] FIRE RESISTANT PENETRATION � ] ELECTRICAL (RAlJGH) [ ] ELECTRICAL (FINAL) I�EMARKS: _ �� , �� , , DATE � � � Z� INSPECTOR � % �� ! � ho��f SO(/ryolo ., � �� . . . � • �o ,- ��y�oUrm,��' � TOWN OF SOUTHOLD BUILDING DEPT. - - 765-1802 . 1 NSPECTION � � [ ] FOUNDATION 1 ST [ ] ROUC�H PL�G. [ ] FOUNDATION 2ND [ ] IMSULATION [ ] FRAMIMG/STRAPPING [ ] FINAL [ ] FIREPLACE � CHIIVINEY [ ] FIR ETY INSPECTION [ ] FIRE RESIST�INT CONSTRUCTION [ " IRE RESISTi4N4 PENETRATIOM [ ] ELECTRICAL (RO�1CH) [ .� ] ELECTRICAL (FINAL) REMAF�KS: - f �� G DATE � INSPECTOFi �� J� - _, _ . _ . _ . , - - .----.__ _, ��L� OF SOUT — �-� ,`o�� yolo � # _ . - � • �o - , o��Y��UMy,�+c� � TOWN OF SOUTHOLD BUILDING DEPT. .- 765-1802 . 1 NSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ � SULATIOIoI [ ] FRAMlNG/STRAPPING [ ] FINAL [ ] FIREPLACE � C111MNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEPIETRATION [ ] ELECTRICAL (ROUGI�1) [ ] ELECTRICAL (FINAL) FiEMARKS: � J �,.� �� ,- � DATE �� f y INSPECTOR ,_ .. . _ .. _ _ �o��OF SO�r�,o� '� '�C �� e �� y�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , � � . [ ] FOUNDATION 1 ST [ ] ROUGN PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOId [ ] FRAMING/STRAPPING [ ] FINAL � [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [� ELECTRICAL (FINAL) � REIVIARKS: �� - �� , DATE �j 1� �� INSPECTOR � � � � ��OF SOUTy� ----- - - �. � � s �� ' � `� _ . � , �Q . . . °�y�a��,� TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 1 NSPECTION . - [ ] FOUNDATION 1 ST [ ] ROUGH P G. [ ] FOUMDATION 2ND [ ] IN ATIOPf- [ ] FRAMING/STRAPPIl�IG [ FINAL� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ; � � C%� � � ' l�v o - , GJ��/ e _ � � � DATE �� INSPECTO � % ; � V �oy��F SOplyolo , � # # � . � • �o � ��y�oUMv,N�' TOWN OF SOUTHOLD BUILDING DEPT. � 765-1802 „ � � 1 NSPECTION . � � � � [ ] FOUNDATION 1 ST [ ] ROUGH-PL NG [ ] FOUNDATION 2ND [ ] IN TION � [ ] FRAMING / STRAPPING [ � INAL � [- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � �-��5' . � � . DATE � � INSPECTOR /� I `[-- "�, �O��,OfSOpr�,olo , �� 'F "� - , � • �o • �'��OUM`1,��' �. TOWN OF SOUTHOLD BUILDING. DEPT. � 765-1802 � = INSPECTI - -N� � [ ] FOUNDATION 1 ST [ ] R GH PLUMBING � [ ] FOUNDATION -2ND [ ] SUL ON � [ ] FRAMING / STRAPPING ;[ ] FI L [ ] FIREPLACE � CHIMNEY [ -] FI -INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � . [ ] CODE VIOLATION [ ] CAULKING REMARKS: r _ � �" �� l�� c- s; 4--- ��'.�� DATE � � � INSPECTOR �� • • • � • � �t�� a i --- -- -------- - ---- ��11.��!�'�-- � � , � � --- _ �.__.�r L � - - � � � � - +—,-'� _I. � � _ �� /' 1 / � � � - �-��,�r.�_� .� - � � - - -- � l/�1JI�J.w...��1.Ly-. .� \ ' • 1 • � 1 �– �� I UlLn�iJ��.�`1�.!'� � � ��►� , �� J� / �� '_��7�/�:s/I1�� .� 1.% j,, � i� � ,� � � , � . � . , i� .�� r � � � /�� y �J�� `��r�r�._►:r�� 1-� .�.J�fL�11/t1�� Y,�i�I//// _� µ� �1 _ � �� r�, _; -;-��i J � �_, � • � ,` ! � ;,..��ui;.�,�,c., / •�� _�I-��1—�,��1�il ./��'/'� ��, �:_ / �._ � , _ �i/ - i� % -- -- - ��:/ � � . �_ �' , . � . . _ � , . � �� "� ' � � , � � �' ,�.�J��' .�r' ' � � � � 3�..7��a ii-- r�_/�- - ��_ r �� - �` :i __L� . .� , ��. _ �� 1- _ � - � , , : � - ,, .�✓. . � � ��.,� _ _� ` - r i"E.. .L_ �1 �.r'� -.�..�.._,�.� .�/i�./"/'.` t��/.�.. ' .� . �a,�:, � � � /. !!� f ' / �� • 1 � _._.. -.��! ii�'1 ;.,_� � �.�. .� /� ��%7�l..:,.�..�a ;�� s�� f'" i�>', �, ��1 ��_�..r' _.r,�.� ,;:�� '�� -- - -- � � , . . � � . �.:i._ ',_, � � � , :.- � - --�=�- -- ----- —.\. :�, � t ! �, , _��,� ; �� '• � ��i��7� .G 1 �I�L�%�wl� �--�,_-- 1� � � �� ' - ..,��.i�: � -' '� � _ ` �1L..`. I ,:- . i• ,s� 3: � ' � . ��. ��- �� , � � � �� . ��t� .�--�:.�. � t � �� ; r � � ' / � �� •�- • � :/ !�.�J,�. �I��J�i �,�r �:�.i.a_�'�'�� . . �Ii I.�� ; �� i , `I 1` �V�� I _J � . I � ` ,_�vl� �'/�� — � � � r, � / .. TOWN OF SOUTHOY�D BUILDING PERMIT APPLICATION CHECKLIST BUILDING I�EPAR i MENT Do you h e or need the following,before applymg? TOWN HALL y ` ,�ard of Health�_ � SOUTHOLD, NY 11971 ' ' _ ;� , 4 sets of Buildmg Plans TEL: (631) 765-1802 �� Planning Board approval FAX: (631) 765-9502 ' ;lSurvey ��'- �'07�' �'��: � SoutholdTown.NorthFork.net PERMIT NO. �`�� Check ✓Septic Form ' N.Y.S.D.E.C. ' Trustees � / � �Flood Permit Examined -��"S ,20� Storm-Water Assessment Form Contact: Approved s � ,20 l � Mail to: ' pprove a c Phone: Expiration `—� ,20�� -If'= �&_��'�-t--�� ('-�� Building Inspector APPLICATION FOR BUILDING PERMIT Date � � � , 20� INSTRUCTIONS a. This application MUST be completely filled m by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be cominenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any puipose what so ever until the Building Inspector issues a Certificate of Occupancy. £ Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be rec;uired. APPLICATION IS HEREBY P�I�DE to the Building Department for the issuance of�a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit autliorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailmg address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ► . �'') !i►'�C�2� � Name of owner of premises �{�� E��3^ �� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) `�� UG�� Builders License No. Plumbers License No. � � ��,�� '�� Electricians License No. �"""0� Other Trade's License No. ' 1. Location of land on which pro s d wQrk will be done: 3k�-� . ��C� ��p ��P �v�U-�' �✓� � ��C House Number Street Hamlet County Tax Map No. 1000 Section I ,� Block I � Lot -�f` �� • Subdivision Filed Map No. Lot t e 2. State existing use and occupancy of�,remises and intended use and occ1 pancy of proposed coristr�ctwon: a. Exicting use and occupancy `� �� Y'�1� ��i9�(�f/�tp b. lntended use and occupancy � Q��-��Z� ��G 3. Nature of work (checic which applicable): New Building Addition Alteration � Repair Reinoval Demolition Other Work (Description) 4. Estimated Cost ��d�� Fee (To be paid on filing this application j 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars - 6. If business, commercial or inixed occupancy, specify nature and extent of each type of use. � =__ � �� I 7. Dimensions of_exi�ting stiuctures, if any: F'ront 2 7 `7_ Rear ��` � Depth � � Heig h t ��5 -- Num ber o f S tories � / � Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories � / � �� I 8. Dimensions of entir�new consti-uction: Front �, �� Rear �� 7 Depth �� Hei�ht `Z-/ Number of Stories / � � p / �� r�- 9. Size of lot: Front �� Rear � ��a ��- De th 10. Date of Purchase Name of Fonner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO I/Will excess fill be removed from premises? YES NO 1.� 14. Naines of Owner of premises Address_ • Phone No. Naine of Architect Address Phone No Name of Contractor Address Prane No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES P/ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS I�AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES �� NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. l 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 1/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signmg contr�ctl ahove named, - - (S)IIe is the d` i �'� � (Contractor, Age`'t, Corporate Officer, etc.) of said 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 therewith. Ll�llfdEN M.S7ANDISN Swoi71 t�fore me this Notar,,�P��hl�c,Sfat�oF i�eav Yor{� � �, No.O1ST61(i�}OOF o�o� day of `� L ) 20� Q� I�$li:�311;�a��o9?;�;uu ', � `° �ss'^n Ex��la.;�si!9, -��- �a,�.�.�.,� �n.. -�. 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''�'' : _�`� � EI\� ..Y�%`, l �� fI\��'�,, I � E� �'�I\�l,r-'�. � ��I\�L°%��:-b�f , �'.f/\��'',� �� .�I�\��'� �j `y' `��" .� \l S;N.'•5ii I.�'''c'�I/,'.l•�!. .\�� '✓ 'i>' ri+;d�� `v � ' �'¢=S�•t•� .`✓'\I IU ��.4 �.-.�I/.,�/� 111�j l . • �t� � SY��y \ L�c.'u:,.hG�S-� � ��- _4J $i� \ / l/ ' \U�t,� r :S:'�. �/ -e."�iG_'y�l`"i-'-�` '=�i.r�'�'�'� "'��/XY,��t�y _ "��✓{��t.1,F�.� .��'r'�� .:ec�tc � ��'r„��h7�„,<.`. .r. , i.� � Ut -c �n .� %� k"'--i�:�' .'�� y. tir.�� s:� yy-�-iv ti � 1 � .��i �� `F"1' � d�T�1�%` _ ��,.,.r.�- �� -� ��.� _ , - � � -�.��;��. g Y�'., i�1:17' i7�i' °(�pn•� y'1L.;�• •:LIQ,' �� -- - ------ ---- -�-{�D� ---- --, -- � s/�-- 7�� - ��,�s James F.King,President 0��SQUrjsjO Town Hall Annex Bob Ghosio,Jr.,Vice-President � � 54375 Main Road P.O.Box 1I79 Dave Bergen � � Southold,New York 11971-0959 John Bredemeyer G Q Michael em' o %�' � �O Telephone(631)765-1892 ! � ��CO��'�� Fax(631) 765-664i _---- �, � � � �, �,� 1�,�', �`_� '� " � �' � � oc-� � 6 20�5 � B4ARD OF TOWN TRU5TEES � TOWN OF SOUTHOLD -� G�� fP(' � CERTIFICATE OF COMPLIANCE �QW1�;0�SOli1'�'��L� .�—�f. # 0887C Date: August 14,2013 THIS CERTIFIE5 that the demo and construction of a new house and foundation further landward; reconstruction of existin�deck with stairwav;pervious drivewav;removal or abandoiunent of existing sanitar�system; installation of new sariitarv svstem;non-turf buffer ' from flood plain line seaward At 3450 Deep Hole Drive, Mattituck,New York Suffolk County Tax Map# 115-17-9& 10 Conforms to the application for a Trustees Permit heretofore fled in this office Dated June 21.2010 pursuant to which Trustees Wetland Permit#7409 Dated September 22,2010,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certiftcate is being issued is for the demo and construction of a new house and foundation further landward: reconstruction of existin�deck with stairway;vervious drivewa�emoval or abandonment of existing sanitarv � sYstem; installation of new sanitary system- non-turf buffer from flood plain line seaward. The certificate is issued to FR.ANK&MINDY MARTORANA owners of the . aforesaid property. . . � , A thorized Signatu To:Aggie Page 1 of 1 2011-03-07 14•24:51(GMT) 631-6143516 From:Joseph Fischetti,PE a � . � - New York State Department of Environmenta! Conser�ation Division of Environmental Permits, Region 1 � , ' ' SUNY @ Stony Brook � 50 Cfrcie Road, Stony Brook, NY 11790-3409 Phone: (631}444-03fi5�Fax; (631)4�4-4360 � Website:www.dec.nv.qov- ; � 7 February 24, 201 i � I PERMI7 MODIFICATI�N - � ; Frank Martorana i i 72 Baylawn Ave � � Copiague, NY 11726 - j . • i Re: Permit# 1-4738-03264/00001 i Martorana Property, 3400 Deep Hole Drive, Mattituck �I i Dear Permittee: i The Department of Environmental Conservation {DEC) has reviewed your ; request to modify the above referenced permit in accordance with the Uniform � Procedures Regu(ations (6NYCRR Part 621). lt has been determined that the proposed ' modifications wi(I not substanfially change the scope of the permitted actions or the � exisiing permit conditions. Therefore, the permit is hereby modified to aut�orize: i � I Revised configuration o#project, as shown on the plan prepared by John T. � Metzger, last revised 1/27/11, and stamped NYSDEC approved on 2/14111. ! � � This letter is a modification to the,origina! permif and must be availab(e at the job � � site whenever authorized work is in progress. , � All other terms and conditions remain as written in the original permit. � i . ; - � I . Sincerely, ' s ��,�.�� ; � Mark Carrara � Permit Administrator � cc: Land Use Ecoiogical Services, inc. � � BOH-TW � Fi{e , .�ege 1 of 1 2011-03-01 1429:19(GMT) 631-6143516 From:Joseph Fischetti,PE i 1. /%%; �;i . . New York State Department of Environmental Conservation � Division of Environmenfal PermiEs, Region Qne � SUNY @ Stony Broak, 50 Circle Road,Stony Brook, NY 11790-3409 Phone: (631}44�-0365 • FAX: (831)444-0360 � Website:www.dec.state.ny.us - Jt�ly 20, 20Q9 I , PERIVIIT RE'_�1E`VAL ' Frank Martoraua ' � _ 172 Bay}a��vn Ave ; Copiague,�' 11726 Center Moriches,NY 11934 , , Re: P�rnu!# 1-4738-032G4%00001 � ' Deai Mr. Ibiartorana: . Tlie Departn2ent of Enviroiunenfal Conservation(DEC) is iu receipt of your reqties�to . renew or exte�ld the aUove referenced pei7nit a�id the reqnest l�as been revie�ved ptu•suant to the _ ; Uiv.forui Procedt�res Regulatioiis (6NYCRR Part 621 . In order to continue to conditct � �uithorized aclivities Ehe peam�it is liereU extei�ded io Jul��13, 2014. � This letter is a niodification to tlie original pei7��it and m�ist be avaiIable at the}�ei-�nitted � site�vheuever authorized�vork is in progress. ; All otlier tci�ns and conditions remain as�vriften in the original pei�vt. � Sincerely, /� � Mark Carrara - � Pennit Admit�istrator � i cc. MHP � , f le ' . ; 7 r �age 1 of 1 2011-03-01 74•26:36(GMT� 631-614-3516 From.Joseph Fischetti,PE ' - t% - - - - --— - -- --- -- - ----- -- - . - �' , � _• y;� NEW YORK STATE DEPARYMENT 0�ENVIRONMENTAL CONSEF2VATION ; . -ERMIT NUMBER � EFFECTIVE DATE ' - .,•%38-03264/04001 � Jul 14 2004 • . FACtLITYlPROGRAM Nt1MBER(S) PERM IT aPIRATION bATE(3) � , Under the Environmenfal July 14,2009 Conservation Law TYpE OF PERMIT�New ❑Renewal ❑Modification�Pemtit to Construct d Permit to 0 erate [] Articie 15,Title 5:ProtecGon of Waters L7 Article 17,Titles 7,S:SPDES ❑ Article 27,Title 9; 6NYCRR 373: Hazardous Waste Management ❑ Article 15,Title 15:Water Supply ❑ Articie 18:Air Pollution Confrol � 0 Artide 34:Coastal Eroslon ❑ Arficle 15,Tdle 15:Water Trartsport 0 Article 23,7fUe 27:Mined Land Management Redamafion � Article 15,Title 15:Long Isfand We11s O Articfe 36: Floodplain Management ❑Article 24:Freshwafer Wetlands - ❑Article 15,Title 27: Wild,5cenic and � ❑ Articles 1,3, 17, T9, 27,37;6fVYCRR Recreational Rivers ■ Article 25:Tldal Wetlands � 380:Radiation Cont�ol ❑6NYCRR 608:Water Quality Certifica- ❑ Article 27,Ti�e 7; 6NYCRR 360: Non • Soiid Waste Mana ement PERMIT ISSUED Tp TELEPHONE NlUMBER �rank Martorana - (212) 764-3002 ' ADDRESS OF PERMITTEE 172 Ba lawn Avenue, Co ia ue, NY 11726 ' � I CONTACT PERSON FOR PERMITTED WORK TELEPHQNE NUMBER �i Pru er-T Permit Seroices, P.O. 8ox 6'f 7,Co ia ue, NY 11935 631)734-5800 �! NAN�AfVD ADQRESS OF PROJECT/FACILITY , 'j i Martorana ra e ,3400 Deep Nole Drive, Mattituck SCTM#1000-115-17-9& 10 - �i COUNTY TOWN WATERCOU�tSE NYTM CQORDfNA7ES �� Channe!off Deep i� Suffolk Southold Hole Creek ;; DESCRIPTI�N OF AUTHORIZED ACTIVI7Y: il _ - �I Demalish existing single famify-dwelling, patio and decks, abandon existing septic system, and canstruct I � ' . new single family dweliing, septic system and drn►e. All work must be done in accordance with the attached ' • . �`. . plans stamped NYSDEC approved on 7I13/04. • ; . . : By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance wifh the � ECL, atl applicab[e regulations, the General Conditions specifiied(see page 2 &3)and any Special � Conditions included as part of this permit. ; , ; ; ' � , . ; � PERMIT ADMINlSTRA70R: ADDRESS � i � ; �: Mark C. Carrara CKUV Regian 1 Neadquarters, Bldg.#40, SUNY, Stony Brook, NY 91790-2356 . ; �, AUTHORIZED SIGNATURE DATE ' Page 1 of 4 � ' July 9�,20Q4 ' � . ° o��ypF SO��,� _ � � Q Town Hall Annex J� �t D e h� � �65- 0 � 54375 Main Road � � ax(631)765-9 502 P.o.Box 1179 ,�. ro er.r tawn.southold.n .0 sou�naia,NY 11971-0959 Ol� �o JUN 1 0 2011 �'O�1�f i°8,<� BLOG.DEPT. BUILDING DEPARTMENT TOWN OF SOUTHOLD TQ1�+�T��SOII'$'HOI.IA APPLIC/�T�OtV �OR ELECTRiCf�L iNSPECTION REQt3��TEDBI': ��,� C-Z��U,� �-� Date: 6��- ll Company Name: j�G�c � E �c w� f�ame:— -- -- -:_-�j=��l�i (�. --��=—Z�-- --- - �- - -----� _ �_ ,� �____-� -_ _ License No.: Lf a� M� - Address: , �a. ►�ax o �v7cHo�vC iV 5' /�`�3S , , Phone No.: C �,1 � - Z0o G-�/�7�3`� 3S , JC?BSITE IfVFORMATIC��l: ('�Indicates r�quired inforrr�ation) *Rlame: ,�, , *Address: � f � *Cross Street: *Phone Rlo.: �31� �-1'�8-�c�a f PePnnit �lo.: Tax Map District: 1000 Section: Biock: Lot: *�RIEF DESCRIPTION O� WORK (Piease Print Clearly) �—� �L��Nn��o� ��, D�___.�--1�f n�� 'f EC`��C.r Gf}-1 <<'E2C'1 �L�- ?�rYl� !S a��.�i�� 'o...z ,�.. 2 9'� _ _____�. �---- -- - ___-_-_ -- - ----------- — - _- _--- _ , - - --� ______.._____ _` (�iease �ircl� All 'fhat�Pp�Y) '�is job ready for inspec#ion: YE �NO . Rough In .. Final '�Do you need a Ternp Certificate: �/ NO . Ternp Information (If neecled) � � *Senrice Size: C_has�r 3Phase 100 150 200 300 350 400 Other �New Service: Re-connect Underground Number of Nleters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLlCATiON �o�9�lz c� �t'vv �/�� t,JR��L� T/t� r m� c�r�-n P� e�a.� /�-��? �� 82-Request for Inspection Form ��v�t,(�, �=��0/�G� �� t�� r�-s ��7�'r.�� ;'��.'"_. C��e,� _ �� l . . .. � ' - ��,pF�Q�� 'I'ocsm�iall Annex � �� '�elephone(631)765-1802 5�75 FVlain Itoad �, 1�' 4631)7�hOld P.O.B�x I179 � �� tOC�@�.�IC�'t�r�ta�tov,tn.�ou .ny.us - . , �outhoid,NI'1197l-0959 � . S � � ID V i''s�EIV YF Al�L9it 3 lval.tv 1 - . , 9'Y2� ��P S�� /"'i��8�0� ��9`i �B��r� �m.O�� 1'�i��V�M�Aoi � ��-r�� : � � R �- � , H� �'ti o(� .� �Z ��fi�: ��-�,`�,_Zo t� � �c�rnp�r�y�4�r�a�: v�f�c 2 L� � .�rV.0• A1a��:-�� _.. .��_,�... -�..k-- �_-_��_��_- - - --- --s. �--:�_--_..� - -----..__- _ - -_ - -- Li��t�� doeo � �- Add��s: � _p, �o ' p�� v��Cio�vE / ��,on� �a-� G � l — �' � -� c�1 �// � 3�- � �. �.� JC��lTE i�t��i��`Tl��a ��daca�e� re�u��ed 6nforr��tion) ��'�9�t1't�: �i�RA�v� n'1 r�2Tn 2�A� � �Add r�s: --��f 50 i�U Ep l��\� �c.. (�.p,��-��-u C.Icj. �1� I I�i�,� �Cno�� reet: i h�r��ca� `��.i��,� � �t�hor� �lo.: �3 l- `��3- 2.f��1 _ , . Petm�t iVoo. ``��'�'7 , � „ - t�b:�( l"ax �a��is�a�#: 1000 Sect��: 1 J� �loc�:�' Lot. o ��fE� �ESC�IF�@��V �F��7R�(F��e �rir�t C4e�riy) ��GJ H o��. � ,!�;c't�c.�c�a-I ��vt�c� rr�� r�� rt�M �c��✓�N-�z� Tv r�w ��.Q,�'.es�� (�� `��a�t��} ,- "8�j�b r��t�y fior 4��pect3e�n: Y� . Rough !n �inai *�� ou �e�d a �"�� Cert�cat�: � �� _ T�r��'�e��e��n��n��d) '."�et`v�c� Size: � 1 Ph�s� 3Phase �00 15fl 200 300 3�4 40Q C?ther �Net��tv�ce:� E�e-connect Und�e��ound Nu�nber of Met�rs� Change o�Service Ov�rhead Adci�$�o�ai 9nfos�n�#@an: n . . . L PAYM��lT Dl�E �i011'�! A�P'L��AT'@CDN . . . . - _ '�1 � �� 2-R�quest for lnsg��Eioh Foreot � '� �,,��`�� o� � . Tow�n �of �.c�-��i�o�d � . . � ErQ�ion, Secli��et�t��ron & S�orm-Wate� Run-o� ASSESSpf1EiVT�FORM � � �' . pROP6RTY I.00ATION: � S.C.T.M:�: � 7'H6�OLLOWING'ACTIONS MAY R�aI�IRE TH�SU�MIS�1f1N OF A �� " &TOR.Ma111AT� G fl NG'O�11N�1GE AND�ROS,I�N C NTR 4 PLAN . . dOC�Q I � � �. �' �- - , oistrtce S�cHon� elock Lot CER7'�P�ED BY DFSIGN PROFESSIONAL N�l`rtiE sTwT�vr ncx�i irvn�. �t��.��t �Y�� . `��.�� item Number. � (NO'I'E: A�he�lc Ma�1c(ef�for each QtteSticn is Requi�d for a Complete Applicadqn) Y� � ect Retain All Stotm-Water Run-0ff Gehera�ted tay a Two(?")I�ch Rainfall on Sife? �----` --— r w��'^�'J Y ction adiviHes as well as all Site � � � � (fhis�tem HnIF trtdude all run-0ff coeated by site dearing andla'constru . �. . I�proveme�ts and the permanerrt�x+eation.of tmpervioas sudaces.) � Z - • Oaes the S,ite Phan�aodlo[SUnrey Show Alt P�posed Orainage'Siructures IadicaGng Size&toeation? �•� _ �his Ifem�halt i�clude aU��roposed Grade Changes aad Slopes Confrolli�g SurfaCe Waterflow!` � wl(this Prbject Require aay LaneF Flling.Gradin�o�ExcavaUon wfiere there is a change to the Naturai � • . more tha�t 200 Cubicl�ards of FAaterial within any Parcel? �' - , . Existing Crade Invotving , , Wilf this Applica�a�R�uire Lartd Distutbing Adivrfies EacornPassing an:Area ia Excess of ' . ` � � Flve Thousa�d t5,fl003 Squac�Feet of Groutid Su�ace? - 5. Is there a tJatU��Water Co,urse Rue�i�g throagh lhe Sit�? - - � �� , - � Is this Project:withia the Trusfees jurisdic6on,ur Within Oee Hundred(100')feek of a Wetland Ar Beach? t'"'� � , '� 6 11Vi0 there be 5ite preparation•ort Existing 6rad�Slopes wfiieh Exc�ed Fiftee�(45)feet of Vefical Rise t4 ' i , � � O�te Hupdned(100')of Horizootal Distance� , u � 7 V�filt Urivewaj�s,Pariciflg Areas or ott�e�(mpetvious Surfaces be Sloped to Direct Stotm-Wate�Run-0ff � � - � into and/or in the directioa af a tow�right-0f-way3 • . , . -. • • i V , ' 8 1Nill this Pt'oject Ftequire1tie Placgme�t of.Mateda1,Remova(of Vegetation at�dloc the Conshuction of a _ . any Iferr�Within the Town Right=of-Way-or EZoad Shoulder Area? : . , (This item'wit[NOT include the lnstallation of Driveway Apro�s.) . 9 ' Wi(I•this P�oject Requice Site Preparatio�i within the One Hundred(100)'Year Floodptain of a�y Watercourse? � _ ' NO'fE: if Any Answer fv Questions One through Nine�is Ansvvered with a Check Nlaiic in�the Box, a Storm Water,Grading, . Orainage&Erosion Contrdl Pfan is Required and Must b�Sulsmitted fqr fitevisr+r P�ior to Issuance of Any 6uilding Pemtit!�r`_ _ _.T__—.�-=------ , ---- . ------------------ Yes, Hb EXEMPTION: • • , " � — Ooes tt�is projecf ineef the miNmum sfandards for classificadon a�ati Agricultura)Project? ✓- Nof�: If Yor�/�aswered Yes to this Questton,a Storm�llfafeq Grading,Orainage&Erosiort Coqfrol Plan is t10i'Required!� _ ----_.—�----------'—�------ ------ ---------�------------�---- ,��,(� S'TATE�F•1VEW YQItKT � � ' ' • ' , � COtJN`L I'OF.............:............................SS � � � . . That I, � '"'•� C� ••••�•••••••�••-•••••••••••=lieing duly s��o�n,deposes and says that heJshe is d�e applieant for Pen.�it, • _....��...... ....................� . � • .(Name of i�dividual stg�1�9 Oowment) .......... � „ ............................... . ............. . ........................... ,- � � .. .. �. .,-. ...... • .... ' . And that he/she is t�ie .................................:. (Owner,Canlra ,f�qent;Eo orate O.ffiCer,etc) _ , � ��pwi►er�and/or repres�ntative of the Owner of�wners,and is duly authorized kQ perform ar have performed the said work and to make and itle this applieation;that all statements contairced in this application are the best of his knowledge and belieE and tha�t the wqrk will.be perfonn.ed in the manner set fortli in ifie appiicatioY�Fded rewith.�A E�� STtINbISH S�ro�to bef�o�re i�ie this; v _ ��dY�' Iie,S#ate of I�eW York . • �a. 1ST6164008 20��• ��mmissdc�� Suffolk Cou C�01 ..................day of....... .�G�..............._..._......T . ................••-•-._...... po S ApriB Q �y // . �-'f-- •No Public: .��.�.�..< . . ...�:�J�.`............ -----------------• -•- ......... ..... .. •...... . ............ . ... ..... 1�ry . . . � . ... ....... ....� � ignatu of Appfipnt) FO�M - 06/07 � C_ � . ►'� , , , �OdPlf�?i �:�COC:'/�+.��i, �� , S�CB � PROFESSIONAL ENGINEER � 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 � � , TEL:631.765.2954 • FAX:631.614.3516 •� e-mail:joseph@fischetti.com � �� , � , J . Date: 29 January 2013 � ` ' � Reference: Martor a-Q��phole Drive Southold Building Department D � � �- � � � Main Road , � Southold, NY 11971" JA� 2 9 2013 ' Att: Gary Fish � , '" BLDG DEPT � ____ TOWN OF SOUTHO(D . , , Dear Mr. Fish, ' � � , _ Plea�se find attached page #3 of the architectural plans submitted�for Building Permits. I have _ made changes to the floor plan to change Bedroom #2 into a.Home Office. �If you have any questions on this tter please contact me. . , Very uly yours, � Jos ph Fischetti, PE ,4 � na�,,meo��e BOARD CERTIFIED IN STRUCTURAL ENGINEERING �o��pF SO!/rg,�l 0 Town Hall Annex � � Telephone(631)765-1802 54375 Main Road F�(631)765-9502 P.O.Box 1179 G • Q � Southold,NY 11971-0959 '� � o��cOUNTY,�� July 2, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Upon receiving your check to renew your building permit#36357 I discovered that the Health Department Pernut expired in February of 2014. Before we can renew your building pernut at the town you must first renew your Health Department Pernut#R10-10-0033. , Your can reach the Health Department at 852-5700. Enclosed is your check#2863 Sincerely, Southold Building Department h��pF SO(/j�„ol Town Hall Annex o Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 � Southold,NY 11971-0959 �� O Co��9� October 28, 2015 BUILDING DEPARTMENT , TOWN OF SOUTHOLD Frank & Mindy Martorana 172 Baylawn Ave Copaigue, NY 11726 RE: 3450 Deep Hole Dr, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are iVeeded To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. ��Fin�al Health Department Approval. v`�- - ��-13'� 5 Plumbers Solder Certificate. � I permits involving plumbing after M1/84) �� Trustees Certificate of Compliance. �Town Trustees#�ss-�ss2� Final Planning Board Approval. (P�anning#7s5-�s3s) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 38915 - New Dwelling f��'' _ . _ - - ' --_.____-._--- -t-- � �'. - � ;� � -' 1. �b ✓ _�j� ...-*-,� - �� ` ? I , 4 r� - ��% ��.- ��'I7�- 9 't'OVVN O�_ SOUTHOLD PROPE�TY RECO�� CAItD � ��:�� WNER STREET VILLAGE DIST. SUB. LOT _ � '�, :t :�'_�:� ; � �, � /�.e ��. ��ue �� i u�.� / �e�• =ORMER OWNER N E „ / ,i A�CR.� � �ai 1� �T�. .��r . '� di / � _ . /(0 0 , • � , , S _ 1 � W TYPE OF BUILDING ' /,,� s�0 - �i � a r�� Ma�n � 1 �: � r'/�-i�,s L�e c. a ��"�f�. �, �ry� � �'t� � ES. SEAS. VL.�`r FARM COMM. CB. MICS. Mkt. Value L��5 ' LAND IMP. TOTAL DATE REMARKS ` . , G o � ��r a � � a-�, �� . �6 �,� �-� � � / �"�/3 ,�'�i 1 /5 �'� �'� �"J � L�O� Sl�� /EG -� �p��t�e� —� f�` Ll U� �00 � � � �Od� 8 7 +� � �3� C7 ' �i D — , . �� - - - _ � - - �.n �.� �� - �.l_� Ilabie FRONTAGE ON WATER - oodland _ � FRONTAGE ON ROAD � � . s eadowl�ar►d DEPTH � �use PIQt .- T BULKHEAD � �tal ` � , � � _ . �b�ol �(nnnaniaa � aaw�o4 '8 '0 8 'NI� aoo�� puZ s�.uoo� uaoo� uoia.oaa�a� oi}pd '�8 aoo�� .�s� suaoo� �oo� ad�(,1 a6o�n �J '2f4 }DaH a��d aai� �(onnazaaa8 21� ysiui� aoiaa;u� s10oM •.�x3 y�aod '>I saoo�� uauaasog � � y�aod a��aui4 y�,n8 uoi�Dpuno� - ,. , uoisua�x3 uoisua�x3 . . . . __ . ._ _ uc�isua�x3 _._� . . -- '6PI8-'�W .,:, ;�;, -. '_°.`��: -- .'��_,'�;`"✓'�`� ,,,m5.i,�«�� xv '��<,� ��;:,r'��,��,; _ �;'�;,.r r.r,V;�r,�;,��, "-,-� _ .'.'�.;:kh:,b:{°nvt`";',g �,:�"g�.� W 1211 v l ^ . � `= �n'�r��:,'',�r<,=�..��,��';,;,=".:, U� I�J . -- ;��'s.�;"k'�r'ii"z;f+i' y�.��,rv '^ `�'��:b�?��t� :��; '�y,.*J�{.��u - °�.r,.,,�'n'.✓"-��:' •.?�.� ��r�.,.:p,:i"'r�,%�`w,4.ni, - %;;�.''� ,_ - •� P�t_h� .:. ,._. „_ l, �'„'�' _ �.�y:� ?bl,��,�vS'''�^;,",'��r . s _ . . [''�.''...i�?� X�h��"�m'�.+.:i ;�'^',�^F;��``�� `t � .. - + .�. . . • _ . _ _ , t'. ";HSf% :i. .�,. "�Cf-s�a�r;»� `;,,;�`�<�, �.�,�„ ��> � � - --.�,..... - - , ,. ��; '• - ' `�{ , , fi , .�. . -, - _ • - '�� --- �-�-�^ -�u,,..�.:;-_.s�� , /d�G — ` .s�— % _ `� ��' �'�� :.�- ' �� ,� . �=��, ��..�..-. 7 OWNER , f �/,s-� STREET � VILLAGE_ DISTRICT SUB. LOT • i �, ; , , � . �y=-��a�nr . Si rz,�. lNe. ��ti" ��ti`''''-� '/Ai i� i�c l� �`�,�-' _. FORMER OWN�R N �/J � E A,CREAGE - - -- - - - � r�3` r�/ti-" �'-�'�"C^'l.. �j ��,1�.. f��,j _ � TYPE OF BUILDING �q-�..�.-,�,'e.�-�.�.t.,`�r,t��-�. S� �e � �h�c:�--� W�-Q-� l��-� - - ^ ; " ;..-; -� RES. . ' _ - 'w f VL. ' FARM COM�VI. � IND. I CB. I MISC. I �''� r ;� � a g.:g� „ •LAND IMP. TOTAL DATE REMARKS �„� ��f �� 4~�� , � � . ` �� ---� � � � „� ��' �. �, d 5' ` r'� ry � �'�'! �""' '. .. ', � ` - , �_ , � : ,. �D �� d � � � � ' ` ' . " ''; _ �,-;`i (Q �''�f �C� iC'7 � � n . �;a::?�.; r, 1 -r : ,�' .'.��,�... 3,�� P tt� ,a F+,��1�� v`.�r°t�c':--a`: � � � / V •I �� !�' � v , -.�.i�'"`�,'�� _ �.i�'y��r� � ��E � J�S o v �u �i�i co`�i 6 �"��'�� . - . ... �:�..:,.�� .;.-_.,- � r.�,.,,.,�,� . �;:�� - _ . _ ., ` NEW NORMAL BELOW " /�BOVE "' -� �, '� � V,;.. . Farm - -- Acre ' Value Per Acre� Value .,, , � � _ �'"�� .�� <<'; � -�i � .- --�.� �Til,la�b�(e 1 . . � . , � � �i'= Tillable 2 � � �Tilla6le, 3 � ' ' � - ' Woodland , • • � -' Swar�pinnd " � -s;�� _ ', - Brush�and � " ' � - .� � �,. ` - -�� ,�C f � ca � f' .. � � House Plot , ' � i� �. � � 4 . �T �, � � b -, . � _ r � � , , 1 � ' 4. � y-' � / r • TQtQ� � �.. r . " . , a' , � . , • < < - . . .. . - C�`� , . L�� . � - , . � ��..�. . . - - �1 -: ,. , � �� , . � 3� - - - �-y `� �` , �i .� �/1,r,.�n,,•� . � + };' ,. . _� _ . . `b / . . � , � � � z - � � � , � / .;M: B( �� ;;.�,; �;� �:gb�� ' ��, � �; Foundation Ct�'"'''� Bath � � ��' �; +`} ��,� y � � ' < + .. Basement Floors � n,Exten-"��,i,bn� :rr=�4` , �._„_ ,5:� �� 07 4.55 h 2 ` - � , .Extension ry ' Ext. Walfs � � Interior Finish d � � _ _ l/ X g +�_ �� ' { °� � , :7Exter��sion. Fire Place /� He� ,�� . �, -„-_ =;; 'g;��''"�;�� •X�t�` ''�� 3� ,o7Jl ,3 ' Porch Attic ` � �� -:-� , .:�,,�,.�( �,�_ `�(� �-� ;;��;,r - - � ' `, Porch Rooms lst Floor � ° - ��f�� = - � � :��'�'J � � f ,;g:��,�,a,y . Patio Rooms 2nd Floor ,, _ f" ! -�6-crr`�-a-ge r � � Driveway � �,, • ; . % ., - ��'Q:�B: , �e� �J� % �T� - 7- ii o . i42�}Vw: r.n'_ ' _ ! ��T�/,Far - t\;i n'��:�=�F:� _ ,- -r_�—.'�-�=�:�-r �,F' ..l`:,yi ";��=�°� - :.--'�j.�'�'� _- � ' _ �- �!-,1.. ,- _ :,,;'.,;��` :.��, ,�.�'�"Ri��_;?;F�',.a ,; - , `�, �� - • �� _- . _ ":� . �.��za_��%-'b�z'r., •`�;�� '-�-� - , � � �, �s � . � J �_°'�.�.-��✓'� � \� L �•'I�' ^`f`� -,�' - � I � / � � �� Y, � _ "" ' Qw.__• _'� •. ��L' � - � TOW�1 OF SOl!'�'HOLD P9tOPERTY RECORD CARD - ��r�o0 - '7 - 1D jWNER STREET VILLAGE DIST. SUB____ LOT �� + � o � ;�{'` ' r� i .h ' � / ,�,� C�/�-_ �,�1 ti�r j�,.� � �`��'`� �- - .w .: r - '0�MER WNER N �,� ` , ACR. � 1 Q �� E ,� �„ �.�• � � ) � � � �::�a�..--d1'�.�.�.�. � ' � • S � W TYPE OF BUILDING (�i �i ��'nc �-= � ` ` �'��.,ti,.�... � G..P��,..�c�. a ,�� A� , �� f � �w� _S. ,��`�,� SEAS. 2 �(' VL. g FARM COMM. CB. MISC. Mkt. Value � � -� � . � � p IMP. TOTAL DATE REMARKS �- 0 (� `P,'�,D tJ I l l� �s1-.��U'�� p �� .Si �dPL• T i� l�s`'��/3/ � � ; cr�� `� D � o � .,-. . �_-�_r, � vl- �� , 0 - 1�D� 8' �- ; /� �' � � .�a � p -L �n�t � ,�/I/��D� ��-`��''� ; � V b . w. , , •! �p 2200 26C�C�� 07 , AGE BUILDING CONDITION - NEW NORMAL BELOW ABOVE FARM Acre Value Per Value . 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'',��'�r. � ,�'��'�'`f�'f �� f _s Jf �yt��c..}` �1K�t1, !3 1 +fi' v+�y� `'11 {'� � z .( A ! �i,l" 4 L i t ^]t F ��p 3��. �r 1'��1�kc yh � �.+7-�, � �e ��4 F� t t�i�'x?� r��t�ha� Sf� y��' � �.'t�" t �r4 � ��i��i��i�� , � �� X �4A.��n �.� �rr� �<y.��.��.��W$�#�i�F "�.f� f\�1�� i +.��Ctr � 1 y n}S Ir�l�1� � \ k''� �''� �'�S�`'�tc` ',�-,. -r .� ', �t:��'�<��'��+Y��v t�.rk�y}�lY`�5�,i��i�,'��T}` ��'t ��'��'� ✓,r,:�l` �� I�,t,i°..�.��L;+1�4'1�1 rv.��1Y,k�",�4'-�x.�,.i�t C:�� " . „ .� ?.:: ��ifJl�� ...�.._,�.6G . ..'a .c_'o.rx.'.�.�.:-,.;. -. ..��',.�:�..,.. :: �,�...._.�<...:-_ �,.., . � _. ....., ,.....�....... .�,;..._.. ..� �� : � � �' I�n �t�� t� ��'1 I C, SUFFOLK COUNTY DEP T �I S FOR OFFICE USE ONLY OFFICE OF WA TER MANAGEMENT Health Department Ref.No. r ;_� �J EZ �� 1 O `I�c V1✓ V� OR ff gov n��Il ��u1a W A E SUPPLY S FORI ING LE FAMILY D ELLING SPOSAL AND ,��,�P�`�',�� SUFF.CO.H F O R M F O R IN S T R U C T I O N S OFFI ' �'P�CABLE SECTIONS OF THIS FORM. .ALL SIGNATURES MUST BE ORIGINAL. ySEGTION�I`: FOR ALL'RENEWALS AND TRANSFERS � EXISTING REFERENCE NUMBER: R��-10-0033 Tax Map No.: District Section Block Lot 1000� 115 17 09& 10 =Name of Current�Applicarit: Frank.Martorana � Te1#: �31)842� =5167. � - Mailing Address:172 Baylawn ��eenue�, C�pi�gue NY 117�6 . . -Email Address:frankmartorana a�hotrriail.com � , _ � � '� , � Name of Current Agent:Joseph Fischetti P.E. _ Tel#: �31)765 -2954 - - -- - � �� 1VIailing Address:1725 HObart Road, Southold NY 11971 Email Address:joseph@fischetti.com DATE OF ORIGINAL APPROVAL:2/10/11 *If more than 6 years old and SCDHS site inspections have not been erformed,a new a licadon will be re ired �;;SEGTIQN°2<�;c� FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous ApplicanbAgent: � Tel#: ( � - I hereby transfer a11 rights and interest in the above refe'renced permit to the new applicant named above; Signature of Previous Applicant/Agent: � Date: '�,SECTION��3;;� FOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Tel#: � � - .Architect/En ineer/Surve or: I hereby authorize the above named current applicant to use the previous applicant's survey/site plan for this project prepared by me; for the purpose of transferring the above named reference number and its site design. Architect/Engineer/Surveyor's signature: Date: rS�C7_CION,-�;;: FO�t ALL�REI�IEW.�.S AND TRANSFERS Application is hereby made to[ )TIir�TSFER, RENEW(check applicable) a permit to construct in accordance with this application,surveys and plans submitted. I hereby certify that I have examined this complete application and the statements theiein-"" are true and correct,and that all work shall be done-imaccordance witli all applicable Town,County,State and Federal Laws. "Any �false statement made em'is unishable a m'sdemeanor ursuant to S210.45 of New York State Penal Law." Signature ent licant/ Date r � � �` �'� Print N e o •urr Applicant/Age t Title '7"�ii�G�"�� , DEPARTMENT USE ONLY • Pernut is Transferr enew Until Number of Bedrooms Approved� � � �"� m'�� Signature of Department Representative Date WWM-104'(Rev. 02/12) , F a. P � � �3 � 7 / d � � r � BUILDING PERMIT EXAMINER CHECKI.,IST �Date Subm' ted: 3 ( `(1 Date Reviewed: 3� l �, , ��.��9 �l � Applicant: Owner: � ngineer: � � � ' Estimated Cost: �'Sa SCTM# 1000— �I-s=- � 7 — )e� I Subdivision: � Zone: � T� Conforming? �° 3�`s� ��- ��-�e ��-r=u-�, ` ,."" Property Address: � „ _ City: � �- Pre COs? �uilding Permits (Open/Expired): BP '�' -Z/C/o Z- '— ,Info: �` BP -Z/C/o Z- ,Info: BP -Z/C/0 Z- , Info. BP -Z/C/0 Z- ,Info: BP -Z/C/0 Z- ,Info: Single & 5eparate Search Required? Y o N�etermination: � REQ. Lot Size: � � \ ACT. Lot Size: r ��' REQ. Lot Cov. � ACT. Lot Cov,:�� REQ. Front ��ACT. Front�REQ Side /,b ACT. Side 4� REQ. Rear �.5� PROP. Rea`r� D Q. Height D ACT. Height 6(� ��Z, B� SIDES �s /� C T � � �" , ! � t . r � c Project Description: v"� D � ' � � � I � - �� Waterfront? or N? �� ''� � If yes, water body: Panel# ��O2Flood Zone: � Bulkhead/Bluff Distance: I � ADDITIONAL APPROVALS REQUIRED -� � Suffolk County Health•r Y�or N - If yes, *Bed#: �' *Date: �/1�/�� *Permit#: ��d-�b' °°33 Town Septic:oY or]d � - If no, certification required: Y or N Received: Y o N By: �� o�.- l-a7-�( , NYS DEC: PRE-DEC9/1/75 or N - Date: �/��Permit#: l-`�73g-o3a6�-0000J - Notes: Southold Trustees��Y r N- D ate: 9/ a`°2/ �� Permit#: 7�b� �`�� T.��-Notes: Southold ZBA: Y o�- Date: _/ / Permit#: -Notes: Southold Plauning: Y or�Date: / /_ Permit#: -Notes: Town Landmark C of A: Y o TE: / / * S C DE Complian e a e 2) Y�r N, �-i��' � — , ��' -��o�L�'.-� , � �� d � , . . � . Notes: N � - � -� , ' �°'��'�� - ' ��- --- w.e- i-a�-�. . ..�JL�..� - - , � � //,�-�r .�a- 1��. 3'f � �� '�-c'z- ��-..11� `�, I °' �-r.t-,...e��o� i' '�-� �.d.. ' 1 c5� ` ��d 6-'L- �� t�,a-- � �� , � � _ o A�� - .3�1�-I I -�-M`v�z " i�1"��t�'i^i,e r -i oQ�.� ,� ' J c�e o � �ec�rv�.e+,�- �,��.�'c ° ' C 6`ok . Fee tructure: ^ Calculation: �, ��1L ' �E�o�. o�1 � C� c�"' �s �f-� ._ Founda�ion: � S` SF . � �Q �_ X $ r � —$ � � b . �� First Floor: 3�1_SF �� - � �o + Initial Fee: $ �-o p � �� O ` Second Floor: ��SF ��,�� Additional Fee (_�): $ ' Other: � Sa� SF - �M�LITIo�l� 1,2`7S SFX $ ,3o =$ ✓� � ,3 . �}-n � Total: ��y-''J SF = +Ini�ial Fee: $ O O, �o C� - � - .+Additional Fee (_�: $ '� � ' � C— a�- �y �SD� a o � TOTAL. $ I �T B o�, , vL0 � �i NEW YORK STATE CODE COMPLI�.NCE CIiECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: � Ground Snow Load:�0 �'� Wind Speed: 120MPH � Selsmic Design Category: B �/ , `Weathering: Severe � Frost Depth: 36" � Termite: M-$ � Decay: S-M v • Design Temp: 11 ,v �Ice Shield Underlay:� Nb�Flood I�a�ards: USE/OCCUPANCY CLASSIFICATION: ��S � ' HEIGHTIFIRE AREA: `� � - TYPE OF CONSTRUCTION: ��D �� ' DESIGN CRITERIA: ENGINEERED RESCRIPT FtJLL FRAMING D�SIGN ELEMENTS�/N � HEAD�RS: �/N WALL STUDS:�/N GLRDERS: ('�N C � CEILING JOISTS:�/N FLOOR JOISTS:�/N ROOF RAI+TERS�'�Y/N LLTMBER SPECIES AND GRAI)E:�/[�I , WINDOW AND DOOR SCH�DUL�: d� MISSLr TEST REQUIREII�EI�ITS:(�/N EGI2ESS 5.7 S.F.: �/N i LIGHT 8%�/l�I ��NT 4%: 11�I NAILING/CONSTRUCTION SCHEDULE: 1' N " MEANS OF EGR�S S� �/N " PLUMBING R1SER DIA�RAM�Y N • LOCATION Or I�IRE PROTECTION �QU]PMENT�/N � TRUSS D�SIGN. Y/N °IT _— � � - �� _ , , , CERT]FICATION� Y"/N '�� ' ,�7. R/,, �NERGY CALCS� �,!N � . _ `F�73,'� ��`• 2-.� - -- ( ��—.3 c.� . '� ` � ��. 6� � r 3 , �-� ---rb 3,��F TOTAL COMP��EI�ICE?�%/N (RLTURN TO PAGE ONE) - �— - .�- �3 .�. � ( - �o .�� . �"�=1 b — � , G�-�.b a , 1�b� � � �, � 7. 9 o x I o �;g q — �� ► 3 I � � I� � ��,y,�. ��T��-- ��--, 1�t3.�-�i�" ��q � - � J� � . t� � � , ,� �: , � ' Standard N.Y.B.T.U.Fortn 8002-Bargain and Saie Deed,wnth Covenant against Grantors Ads—Uniform AcknovNedgmeM � Form 3280 CONSULT YOUR LAWYER BEFORE SIGNlNG THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAINYER3 ONLY THIS INDENTURE,made the ��0 day of November,2010 BETWEEN � FRANK MARTORANA,residing at 172 Baylawn Avenue,Copiague,New York, 11726,as to . SCTM#1000-115-17-10,and MINDY C.MARTORANA, residing at 172 Baylawn Avenue,Copiague, New York 11726,as to SCTM#1000-195-17-9, collectively the party of the first part,and FRANK MARTORANA and MINDY C.MARTORANA,residing at 172 Baylawn Avenue,Copiague,New York, 11726,as tenants by the entirety,the party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten and 00/100--($10.)—Dollars,and other good and valuable consideration paid by the party of the second paR,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ' �i ' ALL that certain ptot,piece or parcel of land,situate,lying and being at Mattituck,in the Town of Southold, County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the easterly side of Deep Hole Drive,said point being 1372.96 feet from the comer foRned by the southerly side of New Suffolk Avenue and the easterly side of Deep Hole Drive; RUNNING thence along land now or formerly of Joseph Zito South 79 degrees 00 minutes 00 seconds East, 920 feet(deed),more or less,to a creek or gutter and land now or formerly of H.Alvin Smith and another; - ' 12UNNING thence southerly along said land,fhe tie line of said creek 120 feet,more or less,to land now or formerly of Devries; RUNNING thence along said land North 79 degrees 00 mmutes 00 seconds West, 150 feet(deed),more or less,to the Easterly side of Deep Hole Drive; RUNNING thence along Deep Hole Drive North 4 degrees 52 minutes 50 seconds East, 102.34 feet to the point or place of BEGINNING. Together with any accretions or land along or under said creek to the land formerly of H.Alvin Smith and another. BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed ! recorded in Liber'12087 page 388 as to SCTM#9000-1'15-17-10,and deed recorded in Liber 12087 page 390 as to SCTM#1000-115-17-90,as well as the same premises 9n corrections deeds recorded in Liber 12593 page 58 and Liber 12593 page 57,it being the parties'intention to merge both parcels into one single parcel. ' Regulated tidal wetlands associated with Deep Hole Creek are located at Suffolk County Tax Map � Number:District 1000,Section 145, Block 17,Lots 9&10,otherv✓ise known as properties of Mindy C. Martorana and Frank Martorana,respectively,and their heirs,assigns,or successors. This property is subject to the provisions of New York State Environmental Conservation Law(ECL)Article 25 or its successors,and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation(IVYSDEC)or its ; successor. Regulated activities inctude,but are not limited to the erection of any structure(s);excavation; dredging;grading and filling;clearing of vegetation;and application of chemicals within the area of NYSDEC jurisdiction. . 70GE7HER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. .• "° ' i ' . AND the party of the first part covenants that the parfy of the first part has not done or suffered anything whereby the said premises have bean encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Sectiona,13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word"party"shaN be construed as if it read"parties"whenever the � sense of this indenture so requires, IN WITNESS WHEREOF, the party of the first part h executed this deed the day and year first above written. IN PRESENCE OF: �� ran Mart rana ' Mindy C.Martorana Forms/deedmadaronamerge9 BE USED ONLY WHEN THE ACKNOWI.EDGMENT IS MADE IN NEW YORK STA7E State of New York,County of SuHolk,ss: ' State of New York,�Caunty of ss: On the�4 day of November, m the year 2010 On the day of , in the year , before me,the undersfgned,personally appeared before me,the undersigned,personally appeared FRANK MARTORANA AND MINDY C MARTORANA personally known to me or proved to me on the basis of peraonally known to me or proved to me on the basis of satisfactory evidence to be fha individual(s)whose name(s)is satisfactory evidence to be the indwidual(s)whose name(s)is (are)subscribed to the within i�strument and adcnowledged to (are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/hedtheir me that he/shefthey executed the sama in his/heNtheir capacity(ies), and that by hislherltheir signature(s) on the capacity(ies), end that by hislherRheir signature(s) on the ' instrume ,the individu ),or person upon behalf of which instrument,the individual(s),or the person upon behaff of which , the indf a sl acted, c e instrument. ' the individual(s)acted,executed the instrument . • (sign ure and office of indiwdual ing acknowledgment} (signature and office of individual teking adcnowledgment) , ' Notary Public � Notary Public � /WCEPPEYSSON ' AL10E P PEYSSON ��N R+�•�fa cf New York � Notary Publtc-State of New Yotk �•D�PE�8�8 NO.O7 PEOQ88008 ��Y Quaflfled in Nauau C n MY��ei MyCommbdonF.xpheo 3' 3 /) ' BA.�GAIN AND SALE DEED RECORD AND RETURN TO: With covenant against grantor's acts Frank Martorana and Mindy C.Martorana Wickham,Bressler To Gordon&Geasa,P.C. Frank Martorano.and Mindy Martoranq. P.O.Box 1424 Mattituck,NY 11952 • ' District:1000 Section: 115.00 Block: 17.00 Lot:009.000&O10.Q00 1 S '_ \7�• �iv� �19� J ' ],85 p d a �i- �82 - r �, � � 1 � 1�•p��l N � Q 1�•�'� `'"'r �,, 1,1a �� r �a � .. �30 1,1 m o ,� Z AP►�G� � o �2 �s2, � ��56� a a o � m 1. h ��2 188 m 222 �C 265 ry � 120 `O *' '� � N • (18) 'r � N �3 t611� p 15�� ca'n ^�' -105 � cii) 1,� u, � �•� '�.� `�r' �� _ sa2 - �i5 is� ;30 �-��o- �� ' 11p,lGl o � � Z�3a`Gl 124 - 1• . t5g� t�8� t6�� rt r g � _ ��'r+ �� .�g0 , � o a, � �'1' ..+ �' 198 i � � 1q � 1.5 � �.6 izo � �, a 18 �, � s 110 115 132 <" o �2 rj� 1121 ,�.t.�2 SO 6.7QtC� � � �50'� 180 � f � m 190 , a' �� m DR._ . ? - ,� n i 3p 100 100 153 0 13 � Z�l � $ = n ~ 170 , m .fl 6 7 g 9 '" , �,� ,o � N O O N � r � �p Z �""' N v'o o � � �4 0 � t13� 7,1•1 � � �' N 281 400 ^' m �i t2) (ll 180 '� 1�►tG 55 ;o c3� � ; ' � MATCH LINE � v'" 100 �20 � �5 '� 30 co 0 80 lfl0 �?0 �' i�o '°' �' ~ Q SEE SEC. N0. 123 � iso � Q 95 0 1'6 0 0 •• -� � ' 4' 195 ."' 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' , • _ . . ... . . � , . � - � � � . � , �� . ��'� ., . . ,� . _ �. � . . - . . . . . . .. . . � . . . . � .� , . - . � - �:;�.:. . , � ,. .. , . . � . r . . . .: . , .�,� .:t. . - . � � . .. . . . . ; ,- . ` . . . . .,, , ��. .�� . : .. � . ..� : . . ,. . �� - , - . , . . . . .. . , . .. . . ` _ , . . . .. . . . � , �,;.:,��,;,�_,� "�=C ; SUFFOLK COUNTY DEPARTMENT , `�-:� OF CONSUMER AFFAIRS � ;;;� HOME IMPROVEMENT s CONTRACTOR ; k' �� pAME y � � EU G CADEWILLAS 1 f 9U91NES4 W1N6 Th4s'certifies that the EpSTERN LONG ISLAND CONSTRUCTION ' bearer is duly CORP OBA €Y licensed by the �u�e�r ��I�� County of Suffolk 03/22/2005 ; 36821-H � Clifford Coleman I ; ou.aor I �1qA°oND"'� 03/01/2013 ' }- ThIS YCM50{5 MIB PfOwRy O1IM S1A�WI1 COIIfISy D�IIIftrillt�O�COfiSU111KAP(�8 � PossacGon oftlus Nce�does not guaafrtee W vaGdrty. � Additional Business Names ! � i � � 1 1 � L�cense Category � GC i }S I r . ; I ' ' - ' lr; I_ � ACORU"' � CERTIFICATE OF LIABILITY iNSURANCE �ATE(MM/OD/YYyy) TNIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES IdOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POL�IC?S11 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRqCT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(fes)must be endorsed. if SUBROGATION IS WAIVED,subjeet to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rlghts to the certificate holder in lieu of such endorsement(s). PRODUCER Cotten Coverage Insurance Agency, Inc. �"A r ' NAME: 530 Horseblock Road PNONE arc M• 631 698-4776 P. O. BOX 557 aoo ess: Info cottencovera e com a"°: 631 698-6091 Farmingville, NY 11738 INSURER 5 qFFORDING COVERqGE INSURED INSURERA:N8t10(18I COf1t�8Ct0►'S If1Sl1f8�1((�CO Nacu Eastem Long Island Construction Corp Gladiu POB 577 INSURERB: Riverhead,NY 11901 INSURERC. INSURER D• INSURER E: COVERAGES CERTIFICATENUMBER: �NsuReRF: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAIy1ED ABO E FORETHE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRqCT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MqY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDRIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR L R �YR TYPE OF INSURANCE POLICY EFF POLICY DCp GENERAL LIpg�L17y POLICY NUMBER MM/DD MMlDD A X GLS000013357-01 03/09/11 03/09/12 EqCH OCCURRENCE uM�rs COMMERCIAL GENERAL LIABILITY $ � OOO OOO CLAIMS-MADE �OCCUR PREMISES a occur ence $ �JO OOO MED EXP(qny one person) $ eJ QOO PERSONAL&ADV INJURY $ � OOO OOO GEN'LAGGREGATE LIMITAPPLIES PER GENERALAGGREGqTE $ 2 OOO OOO POLICY PR� LOC PRODUCTS-COMP/Op qGG $ � OOO OOO AUTOMOBILE LIABILITY $ COMBINED SINGLE LIMI7 ANYAUTO Eaaccident $ ALLOWNED SCHEDULED BODILYINJURY(Perpersonj g AUTOS AUTOS HIRED AUTOS NON-0WNED BODILY INJURY(Per acadent) $ AUTOS Pe�acEclRdent AMAGE $ UMBRELLALIqB OCCUR $ EXCESS Llpg CLAIMS-MADE EACH OCCURRENCE g DED RETENTION$ AGGREGATE $ WORKERS COMPENSATION AND EMPLOYERS'WIBILITY $ Y/N WC STATU- OTH- ANY PROPRIETORlPARTNER/EXECUTNE OFFICER/MEMHER EXCLUDED7 ❑ N/q E L EqCH ACCIDENT (Mandatory in NH) $ If yes,descnbe under E L DISEASE-Eq EMPLOYEE $ DESCRIPTION OF OPER4TIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(qttach ACORD 101,qdd�tional Remarks Schedule,if more spaee ia required) CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD 53095 ROUTE 25 SHOULD ANY OF THE ABOVE DESCRIBED pOLICIES BE CANCELLED BEFORE PO BOX 1179 CCORDANCE W THTNE POL CY PROVIS ONfSE �LL BE DELIVERED IN SOUTHOLD NY 11971 AUTHOR¢EDREPRESENTATNE � �.! � ■ ��` �Vi O 1988-2070 ACORD CORPORATION. All rights reserved. ACORD 25(2010/OS) The ACORD name and logo are registered marks of ACORD � � New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 1 1 747-31 29 Phone.(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 264306587 EASTERN LONG ISLAND CONSTRUCTION CORP DBA ELI CONSTRUCTION CORP PO BOX 577 _ RIVERHEAD NY 11901 POLICYHOLDER CERTIFICATE HOLDER EASTERN LONG ISLAND CONSTRUCTION TOWN OF SOUTHOLD CORP DBA ELI CONSTRUCTION CORP 53095 ROUTE 25 PO BOX 577 PO BOX 1179 RIVERHEAD NY 11901 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE I 1412 494-5 553843 02/23/2011 TO 02/23/2012 5/20/2011 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1412 494-5 UNTIL 02/23/2012, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 02/23/2012 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE. TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND � � � � DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:528594484 U-26.3 � = "' STATE OF NEW YORK � � � WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER 1�iE NYS DISABILITY BENEFTTS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier la.Legal Natne and Address of Insured(Use street address only) lb.Business Telephone Number of Insured EASTERN LONG ISLAND CONSTRUCTION 631-259-9069 CORP lc.NYS Unemployment Insurance Employer 169 GRAND AVENUE Registration Number of Insured SHIRLEY,NY 11967 ld.Federal Employer ldentification Number of Insured or Social Security Number DBA:ELI CONSTRUCTION 264306587 2.Name and Address of the Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Zurich American Insurance Company , Town of Southold 58 South Service Road,Melville,NY 11747 53095 RT'E 25 PO Box 1179 3b.Policy Number of entity listed in box"la": Southold,NY 11971 6477517-001 3c.Policy effective period: 5/28/2010 To 5/28/2011 4.Polic covers: a. �X All of the employer's employees eligible under the New York Disability Benefits Law b. � Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representarive or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 5izo�zo�� gy l��.r�.�.rt/�� (Signature of msurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (631)845-2200 Title Operations Manager IMPORTANT: If box"4a"is checked,and this form is signed by the insurance camer's suthorized representative or NYS L�censed Insurance Agent of that carr�er,this ceR�cate is COMPLETE. Mail�t duectly to the certificate holder. If box"4b"is checked,ih�s certificate ts NOT COMPLETE for purposes of Section 220,Subd 8 of the Disability Benefits Law lt must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Umt,20 Pazk Street,Albany,New York 12207 PART 2. To be com leted b NYS Workers'Com ensation Board Onl if box"4b"of Part 1 has been checked State Of New York Workers'Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By , (Signature ofNYS Workers'Compensation Board Employee) Telephone Number Title Please Note:Only irrsura�ce carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of those irasurance carriers are authorized to issue Form DB-120.1. Insutance btokers are NOT autiiorized to issue this jorm. DB-120.1 (5-06) . ' `� Additional Instructions for Form DB-120.1 By signing this form,the insurance carrier identified in box"3"on this form is certifying that it is insuring the business referenced in box"la"for disability benefits under the New York State Disability Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". This Certificate is valid for the earlier of one year after this form is approved by tl:e ii:suPance carrier or its licensed agent,or the po[icy expiration date/isted in box "3c". , ~ Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. ' DISABILITY BENEFITS LAW §220. Subd. 8 (a)T'he head of a state or municipal department,board,comxnission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and not withstanding any general or special statute requiring or authorizing the issue of such permits,sha11 not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article.Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal depariment,board,commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article,and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance cazrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. 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B�orn ��ayar 34//42.2 � 8' VF • SOUTHOLD N.Y. 1197/ sand � (6311 T65-�Z959 SC ' • . 3� PROVIDE SUR VEY OF PROPER T Y 2 D r' 6'� � .4'DEEP � Pal� Diorn yOUSE TO BE CONNECTED A T MA .T TI TUCK � = WETLAMDS FL.�G IIn1 lo meGltr•t s�e EADERS �TH GUTTERS d �-0 wN OF �SOUTHOLD OELINEA�LBYT wP 90WMAN PAD lLAND USEI � � ON AUGUS r l!, 201! . SP SUFFOL K COUIV T Y, N. Y. ' ei o.r �l•.3 100�-� ��5 — �7 — �9 & �Q 2•! = WATER DEPTH AT MLW � �`''SCALE.- 1" = 20' wo�e, !n D�� MA Y 24. 2002 D/Or/1 //I�0 ' Sepl. 25�2�Q8 !o lnee'um • sane Ocl. 17, 2008 ' Sp. ; Jon. 28, 20lO (REVIS/ONS) i -- � • -- - Ap�il 8, 20/0 (revisionsJ: D (� � � ❑ � � � �� . Apr/I l 4, 20/0 f�e vrsionsl L5 U June 3, 20/O (ravisionsl �y�, �yE�tf ' Sepl. lO� 20lO (rerlrlonsl �� }� .Dec. 14 201� (nvrsfonsl Nav ��'` �:��,* ��Y,� ELEVATIONS AND CONTOUR LINES . ,lon. 27�, 20I! lrevisionsl 2 2011 �' ��J�' ��' �1RF REFERFNCED TO NAVD 88• Aug. 22, 201/ r/oundation 8 soundingsl �'� � �'�... � FL 000 ZONES FROM F1RM � � �� 36/03C0482H 9/25/09 �` �''"��~��` " BLDG.DEPT. E'':;�-,=-,; T0�'VN OF SOUTHOLD y'�` �� ' AREA 11,943 sq. ft. to tie Gne �j��' i i - ��- �� - ' ANY AL TERATION OR ADDITION TO THlS SURVEY lS A VIOLATiON � �y�.4c;�1g � � �OF SECTlON �209 OF THE NEW YORK STATE EDUCATlON LAW. � � ��`�.�j ,� �� i EXCEPT AS P£R SECTION 7209 - SUBO1V1SlON 2� ALL CERrlFlCATIONS � / , �P/ O. �496/8 = NERFON ARE VALfD FOR THIS,L�L4P AND COPlES THEREOF ONLY IF SAID MAP OR COPIES BEAR Thc lMPRESSED�SEAL OF THE SURVEYOR ? 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Tp p G TO 86 � , NOTE� � sandy loam 0L DRNEWAY 500 dq.lt• �-- • UB��C ATERI�NECTEp SUBSURFACE-SEWAGE DISPOSAL �• 2006 sq,l/. , � /,p /� � SYSTEM,DES/GN , 1 7 3 4 f c 4.l. . (` / ►� C(�/' BYr JOSEPH F15CHETTI, P.E. y�, 2 0 0 6 X 1 k 0� � � � H O B A R T R O A D, B�o��w n c l a e 3 4 1/4 2.2 + 8' V F � � S O U T H O L D N.Y. 1 1 9 7 1 . l63lJ ?65��954 SC • � . � 3� PROVIDE S�UR�V�Y OF �'�?OP�R T Y 2 nw e�� *,�p� • �,yOUSE TO BE DEMOLISHED- P°,° °'°w" - A T MA .T TITUCK � - llne /o rnedhun HOUSE TO BE CONNECTED ' ��d To ows W,T" �"TrERs�a � TQ:WN OF ��O(JTHOL� , LEADERS - • . SP �UFFOLK COUl1l T Y,j N. Y. EXISTIMG SEPT EM TO BE ' �t: o.r � 11.3' ��.� �y5 - �� - 09 d� 10 REfl�90 D O L, ' °' ��SCA[E- 1°' - 20' � �� e�� Waler !n pale MA Y 24. 2002 � � ' o � , � .� �o med/um � � . Sepl. �5'200� P ,, � �,., sand Oct. l7, 2008 � '� �� sP„r , ' ^,. .. Jan. 28, 20/0, IREVIS/ONSJ � � -� �. . ►7' _. April 8, 20/0 (re visionsl� `��`� �o. 052��0 �?` Aprll l4, 20/0 (re.visionsl �`�oPEss��`�� EDGE OF WETLANDS BY J. METZGER 5l24/02 , June 3, 2dlO (re�isionsl� � ' � � ' . Sepl. lO, 20/0 fievlrlonsJ ' .Dec. 14 2010 (revislon�J �LEVA TIONS AND CON•TOUR LINES �on. 27; 20I1 lrevisionsl � �C��,��, f9RE REFERENCED TD NA VD 88� � �� ,�;�� F L O 0 0 Z O N E S F R O M F I R M ' a4�a�do%1a�eilt m$'PX3�3dZa g s�r a�w�j,-'� �:v g��g�j��r g �� a� 36/03C0482H 9/25/09 �+ py��°/� �qo�q�^pyy# ' 3 .��-��_ bOb113L�d6d8dbbF�dt�u4�r�'�2S�m:�{LSQi=��siio-iC�.� 47 .` ?� �•A � , P��E2�i$ � u�t�jn � A R E A = 1 1,9 4 3 sq. f t_. t 0 t i e /ine �or�pt��d �°��}J��::��Q;�;;��;j � ��ti�� ANY AL TER.4 T/ON OR ADO/T/ON TO TH/S SURVEY IS A VIOLA TION � OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ` � �g ,,�� "EXCEPT AS PER SECT10N 7209 - SUBDIVIS/ON 2. ALL CERTIFICATIONS - • , , � �J.�� HEREON ARE VALID FOR TH/S 1�P AND COPfES TH�REOF ONL Y IF -�,'" '�-�. � -N.��?sS LlC�NO:�.436/8 SAID MAP OR COPIES BEAR Tt� fMPRESSEp SEAL OF THE SURVEYOR __ -' ' ` '�' � '\ $,�y1� ,� . ' WHOSE SIGNATURE APPEARS HEREON. •� � ,`'•'`�' "�� ECONIC S YORS, P.C��`�f� ; ADD/T/ONALLY TO COA4PLY {YITH SA/D LAW TERM 'ALTERED BY • s f 6 3/J 7 6 5 - 5 0 2 0 FA X (631J 765 - /T97 MUST BE USED BY ANY AND ALL SURy�'YORS UTILIZING A COPY �� v1��`'P: 0. BOX 909 � OF ANOTHER SURVEYOR'S MAP. TERM5 SUCH�' INSPECTEp 'AND �,; ;a, `,�.� �' =,�/230 TRA VELER STREET ��—// �I/ - .BROUGNT - TO - DATE ARE NOT lN COMPL/ANCE W/TH THE LAW. �� . sOUTHOLD, N.Y. I197/ � , - 1�-R;�,i:, `�s 1.. 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S790 � o � METER 00 OQ�E I °-+ STp � I _� . _ � o CK��:rE�vcE�'��0° _.,� _ r - - � � 3 I Lr�1 G N. � i- - � I FE. 0.�'� - - - � � tV W . � � � / �r �"9, � 25.9' 11.9' � ; `, ; ; �� p i , i � � g FR.SHED � � � � � 4 � SOVER �STOIVE yyq� ,'� �' � � � (O i � W 1� H20 ;& S�pg I1 I1N W i � _ � MQTER � sT �RA �AIK O � I � j � . � IW P I . . \ W ' � � F � � LP3 A� 27.4 � ' �`1,�39'i W � � � B' � 2 STO '�5 �W �1 1O i STOfVE 4.8' FRAMEY �o Y 'Z � � N 1 �, HOUSE N o � N � � �\ � ��►n.flr.e1.17.0') f I � � ---- � � 37.3' 32.1' i � A - ------ ST � E WA � ��A 1£ � DOCK � � ' � -_Lr�E�� W � u/c:��.( �, 3 �� WA � E�p ' I �1 p �� , N7go�0,00� � Ws�� I ; 0 � �' W cs � S• � �� ' � � �o � �� 11�,�� ; � �� . ��o�� UC� �e p � . �- �� 1� � �� '' S '�� , �� . �� ELEVA T/ONS & CONTOUR LINES ,4RE REFERENCED TO NA VD '88 ��,�� FLOOD ZOMES FROM FlRA�1 36103C0482H 9/25/09 ,��. , � �',x �`1,tw2��, ��, AR�e4 � �'I, �Q. �. TO TlE LINE �='�' �R,� �.,� �,� ' ,�,,�.;'k, ,��, , �� .,.,. �;.. �a�v��i� �°. ANY �4L7E'RAAON OR ADDl710N TO THIS SURVFY lS A VlOLAT10N f` u��",,.�,� �ai � OF SECAON 72090F 7HE NEW YOROC STATE EDUCAAON LAW. ' � A`�"�:'�':`?�`.:a� � EXCEPT .4S PEP? SEC110N 7209-SUBDlV1SlON 2. ALL CER11FlCA AOAIS � "�'�'"h� "�� ,��,'�--�' hlEREON ARE VAUD FOR THIS A9AP AND COP/ES THEREOF ONL Y /F �� n�� p� ��` SA/D MAP OR COPIES BEAR 1HE IMPRESSED SEAL OF THE SURI�'YOR bYFIOSE Sl�NA7URE APPE�I RS HEREON. � . Y.S LIC. NO. 4961� �'ECONIC S EYORS, P.C. (631) 765-5020 FAX (631) 765-1737 P.O. -BOX 909 12,30 TRA l/ELER STREE'T SOUTHOLD, N.Y. 11971 ��1�� 35'-63/4" � 8'-11'/4' 8'-11'/" 8'-11'/" 7'-9" � 6" 6" � , .�i L.�� L � � � .��.��< ' � • Z___�__� ��_�_�_'��__L •,T'___�'_�_�`_�_��__�__��C 'C__'___�.'_______�'___'�_C 'C�_��—__�_��._��_��I ' �� r r'�''�.'_'�'________��; ;r_'__.__..�____'_'�'''�___; .;�'..'__�.�_'__�.___.�____''' `''♦ '�_�� ,� , (3)2X10 ACQ GIRDER � (3)2X10 ACQ GIRbER ' (3)2X10 ACQ GIRDER (3)2X10 ACQ GIRDER •-', � � � � � ; 6X6 ACQ POST ; ...r� � 12"DIA.CONC.PIER � ; 24"X24"X12"CONC.FTG ' � � 3'BELOW GRADE(TYP.) � � � � � � � rT1 �; - � LEDGER BOARD TO BE FASTENDED � � f+�l cv � � TO BUILDING WITH TIMBERLOKO � � � t' �- � SELF-COUNTERSINKING SCREWS � �" � BY OLYMPIC MANUFACTURING � H � 27�-63�� (2 SCREWS @ 32"O.C.) $�-O�� ' � ^ � � A � ' � V 7'-3'/Z' 12'-113/" 7'-3'/2' 7'-0" ; w POINT POINT i ��-�� FWG6068R- - - - LOAD - - - - - ---- - - - --FW�G6068R - - LOAD , -, ; � i ---- e-'- ��-Q - - -� - -� v � � d : D,` d • � n d • � - � � O � ; 9^7,/ _ ; (3)�X10 AC GIRDER --' � � � � � a � � 3 4� 13'-0" � � � �� N, a, � � o b � �� .�� , � [--� i � - ,r � ii N� O W/D � v � �� X� N �T� � � a N � � � �; o� E.�.� � � 'a M N ;. D � w � � i o '- � '''' I p PROVIDE DRAIN � 16"Q�'. ,', (�� ^ Q IINDER WASHER/DR � � �i �� f 1 � - - ' W � i �� t � 1"�� a �_ � � _ � � � ,' m� i --- --- c= � i ii ;U� i _ I� � ' t �� i � � �uJ. t . � i � � 4 -- ----- I g � _ e � � � _ i 0 - - co � � ' � � � � , � i o � O � ' � t!� N t �x t � Q � � �� 1 � \ v. �_ _ �� _ �� 7 1 � � I 1 �i V� O � ; --- ----- " � °0 BEDROOM r" ; ; �� N� � ' • ----- �" ' ° i � '' X' T o /�. I ' I� OI , I- � p � ' D� � � 6X6 CQ POST �. p� v ,_ .�, � D � � -----� -� � � ; ' i j2"DIA. ONC.PIER ;; �i . sT�EL LALLY COLUMN a 24�"X24"X "CONG FTG � �� i so"x3o"xio"Ft�. �_�t�� - 3'�ELOW GRADE(TYP.j '; m; N 4 0 � --- ' - N � � :Ui � � � - , � o sa � I� � '' i N � N M � �--- -------- ,' • ; v �? o POINT , , - --z- -� � LOAD ' ; ',� _ \ ' ~ `f M O ,� A i � � � � � �� 4 i O � i � a LOA /16"TJ1560 ' � i � M Z @12"OC� - o ' � � � �.. ' M � � � ,_4'/ 6'-1'/" N ' '/2' �"> N , • � , � � � � a � 2._6� � o -83/" - °N 11'-10,. ' � • ;' , � , . , � � o � � , v - i� c- i � "N i � � � . i i + o ; � BATH "' N HOMIIE OFFICE M ° 2'-0" , ,� -t � � a� � a � rn d � � � ,� W � , � , , � . � � � � o n� W ; � � �IF� � _ s' ° � � �— Y! . z • ♦ � • � 11 � � ^ I � � ' V \� i d � � /_ � � - D I d' i o a � � W � Z tl') , � . oa . p . Q v '. . . oe • v • 4 v a � 0 0 . i � QN -- - -- - - - - - ---- - � , �- ----------- o � � CO o � U- Q O O � � � , � � � i � ° � � � z m = ~ _� � � • ' N � � Q O � M \ p ; 12"DIA.CONC.PIER c-Qo i° � � ; O (1 � a. O � a0 � � w/24"X24"X12"FTG. � a i p � � �,,� iL. � 3'BELOW GRADE , � Q, (n � � ; � a •.P: ` 4 v � . � a •P 4 v • . o a . p . � i , � W .+----, '_ +,- POINT 0 LL � � � (3)2X10 ACQ GIRDER �� LOAD O � ■ � � r �� r � 1� - � � � � i �N "^� � '- --+------------------------------+-- -� n � r � n •-- n ' � 12-2/ 13'-6'/" 14'-0'l2" 1).NEW FOUNDATION:8"PC WALL(DAMPPROOF EXT.),16"X8"CONC.FTG, �„n��/, ,,�I__ ,,_I (2)#5 REBAR G3'BELOW GRADE). i�� (�,/j'l�l�� 2).LOCATION OF NEW LALLY COLUMN TO BE VERIFIED IN FIELD. �- 3).LAY 2"DOW FOAM INSULATION OVER 6mil POLY VAPOR BARRIER PRIOR TO FO U I� DATI O N P LAN POURING NEW SLAB.VERIFY WITH OWNER IF FLOOR WILL HAVE RADIANT DRAWN BY: JF HEAT. . i �� _ i ► � 4)•IAND FOAM SILL)SEAL.SI�LL PLAT S TO SE SECU ED TO CONCRIETE HIELD A�� ,.,.�� January 29� ZO13 SCALE. 1/4 — 1 -O FOUNDATION WITH 5/8"DIA.ANCHOR BOLTS WITH 3X3 WASHER AND NUT AT `�+` �� f�� a� ��.f�,.., "� 11 1 11 36"OC.ANCHI�R BOLTS TO HAVE A MINIMUM EMBEbMENT OF 7"PER CODE. � �• , s� ; SCALE: 1/4 = 1 �O ' t , �,,,... .1�; i,� . E 5).EXTERIOR HEADERS FOR WINDOWS AND DOORS TO BE(3)2X10 DF#2. �' ^ ��`r� +�'3 � *_ N S P ROJ ECT N 0 RTH 6).INSIDE PERIMETER WALL TO BE FRAMED WITH 2X4,ON FLAT,AT 16"OC.INSULATE R� � t 'A�� w � S H E ET N O. WITH 1-1/2"DOW FOAM INSULATION. .- � � ' '`� �^ ct�� ;• p �� W 7).INTERIOR WALLS TO BE INSULATED.2X4 WAlLS WITH R13 AND 2X8 WALLS WI7H `C` , s�, 4r��1 �,\,� R19. '��2SSIQe�' 8).ALL WALLS AND CEILING(EXCEPT MECHANICAL ROOM)TO BE 1/2"MOISTURE , RESISTANT SHEETROCK.MECHANiCAL ROOM WALLS AND CEILING TO BE 5/8" TYPE-X FIRE-RATED SHEETROCK. 5/4X4 RAKE - - / — - - — - — - — - -FR�E�E-@�-_- - - - - —_-.— . --------- -- ___--_ ��: � -_---- -__-- --- - ---- � � �F��` �/ �� ,.� - ----- -- - -5/4X8 --- ��,'✓l� � �' � - - � r V FREIZE BD.._ r� !� � o ----------� � � � _-__ -- --__ -_.-__ _ �w� _ • --- -------------------- f,��.� �� r 0 W ---- - - -- --_ - _ -- - -- ------- H � BARREI. _ - 6"CL.LOR. - ---------_----- �� r ,—, CEILING - - -------B . --- - -- _ -- - ---- EV SIDING � -_ --------- - �- - - - - - - - - --- - - - - - - - - - - - - - - - ---- - - - - - - - - - - -�- - r.- ► - ---- --_ - ----- ,_,_ -------------------- _-- - _ - M - - — - — - - — - — - — - - — - — - — — - - r� - - - --- 1X8 FASCIA L� � V ----------------- - --'�..-----�� w - - ------ - - - --- ----- " 5/4 FREIZE BD. _ - -- ' � � O � -- -- - - --- --- _UNDER SOFFIT(TYP.) - � ,� ,/ - ----- _ . - -- — '�. � �riGi.�'L l� ,�"� Z - � x [� - - - � - -------- , - ------ - - ----- --__-- -------- ----- ------ - a __ _�--- o --- � - 12"DIA.F.G. Z;,� L3� w � - -- - - ---- I - LOLUMN ___ __ � r,�, � _- -- - - - --- ------ � - --- ---- F�q � - - ---------- O _ - ---- � - . ----------- --- ----- - 5/4X4 _ _ _ -- --------------- ------4.,LORNER BD. , - -------- --- � - _ CASING � - ----- ---- -- --- . - --- ---- - ---- ---------- ---------- --- -__ __. -- - ------- ---- �� ----- --- - - - -- - - -- - - - -- ------ . --- -- -,(�- - -- - _ _ � ---_- - - - - - - - - - - - _— _- - - - _ - -_= == _O � ---- � - -- --------------------------------------------� c�t --- - - - - - - - - . ,,� CULTURED STONE � 1 RETAINING WALL OVER FOUNDATION `'� 1NEST ELEVATION �- �. � SCALE: 1/4" = 1'-0" �— _- � --- - _- -- -- -- - - - - - - -- -- -_ _ -- - - ---- -- = -_ --� -- -- - - - --- -- — C R IFlCATID"� 0�= - - - - - _— - _ _ - _ _ _- - _ - - - _ _ _ -- - NAILI�I TI�I�S ��tv �H �rl.� -- - - -- - : . . - - - - -- - - -- - -- — -- G & CO��!�C ?P�Y V4+lZ - - - - - - - - - - -- CODES OF - - - — - =- -- _- -- -- ---- -_ _ -- � -- _- -- REQUIRED. - YOt�K ST�"ft & TOWN CODES -- — - -- - _ NEV`J - - -- - - -- - -- - - - AS REQUIRED AND CONDITfONS OF ---- -- - -- _ _ _- - ED 1".ITW - D TOW"J ZBA �j W - - - -- — -- - - 0 R SOUTHOL - -- - - - - - - - - -- - --- - -_- -__ �RAM!G U JT1L SURVEX --- - LA.NPJWG BOARD _ --- SOU i H0� _ _ _ -- _- - - D TOWN P — — - - =_— _- - __ D 11 L�}C��TI�� ✓ T �� T �- � z Q�QUN ATIC3 p -- - - -- -- - - - - ASPHALT - S BC�IJ A�F�`tO�D. SO��IHOLD !OzJN �Rl��l E�S � - --- _— '"ROOFING -- -_- ��,. _.___ . .S,DEC .J z Cp z �' - _- —__ _- — -- -- - � PJY - - - — - - - - - -- -- - - -= W � rn _ _ _- _ _- _ - --- -- - _- APP ��"�P � -� x � � - --- -- --- - -- - ---- ---_ -_- -- -_ -- -_- -- ROVED AS I��T --- - - _ - - - - —-_ ---- _-_ -- - - - --- -- - -- _ - - E S-� (�BI � z m o � - -_ - - -- - - _ = - - - --- ,� ��-- U � -1 - - - - - - — -_ - - -- - - - - =- -- - -- ° -- --- ----- -- .P. - - - -- -- -- -- - - - - - SXS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -FASLIA - - - - - - - - - - - - - D� B # ALLPLU��'!E,'�GWASTE �j � � � M - - - - - - - - - - - - - - - - - - - �6� &WATERLINLSNEED � a. 0 cfl FEE: �gy TESTING B�FORE COVER(NG NOTIFY BUILDING DEPARTMENT AT �� 765-1802 8 AM TG 4 PM FOR THE W 5/4 FREIZE BD. � ---------- --- - FOLLOWING INSPECTIONS: � -_ _ - --- --- ----UNDER SOFFIT(TYPJ --------------- - -- - - - - O - --- -- 1. FOUNDATION-TWp REQUIRED � ----- -- ------------ -- - --- ---- FOR POURED CONCRETE CLECTF;IC�� 2 ROUGH-FRAMING,PLUMBING, -- ----------------4"LORNER BD. ------ ��CTI�i� ��I�� __.__.__--_-_.---.--_---_-----_._--_---. STRApPING, ELECTRICAL&CAULKING = - -------------- ------- ----- - -- - -- - -- - - --------- i - - - - -- - - _ _ 4 F N ULATION �' ------------------------- - 1 co uMriG� � AL-CONSTRUCTION d ELECTRlCAt. ------ --- --- - -- ------------- ---- MUST BE COMPLETE FOR C.O. (� (� � ALL CONSTRUCTION SHALl,pR�ET T� � (� i� Lf � �' -----------g„GL.GDR.---- --------------- -------- -------- ----------- D - --------- BEv.si�tNs --- -------------------- - - - - - - ---- --- REQUIREMENTS OF THE CODES OF NEW 5�4x4 _ _. _ . __ __ __ YORK STATE. NOT R CASING - - _ _ - - - - - DESIGN 0 1 - -- -- - _ -_ - -- __ - -- RcoN � g 2 1 PONs,a�foR - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - � '� STRUCTIONERRORS. �`1PR � - - -. —_- - -_— - - - --, --- --- ------------- ---- ---------- ------- r, 0 1 �r--�`'� ----------------------- -----------�-�__-------------- --------------------------- ---.. - -- -- - - - �� EXISTING - ,�,,- �_ - .., . �_. ..__.-...- ��.___- .�„- �, _ , - � � = - _v - ��rin!OE SOli1HOLd N . � �'� = DRAWN BY� JF �" T DECK �' !.� -„ w i i .� � J� �- - � _� � �-..f j� � _...' � i � i`-a.'� �_J�' `_ _ r . 'ti' i�: - � ~ `� �; ,� - ,>�� :.. - -: :_: - ; _r� ;` _ '�....�� -� April 02, 2011 o %_ � %� �.._ �_ ; � � � � �, � ! � a . . ". � �f �,�i LULTURED,STONE '� j f, �' � f `r �' ` ' j CEDAR �J � - ' �'-� LATTICE �` -' �-�-, `,�l- `'OVER FOUNDATION";.w � ' " 1�--t ,:,�. - �� O N��''V y n _ � n - .�� - ; .:, , _ . ��r;' _ _.� 1 P`% ��, p�,� SCALE: 1/4 1 -0 ` :�-f-� �. -�,�,�-��, -t ->';-;'� PLUr'�3FRCE1�TlFI^�ri�,v OCCUPA�I �� .� �rT �-� ,r:_y.�-,,�_.:._:.,� _ � t � t7� t��C CY OR ' � �� Q�f.��.��i��'v 1+��6r! ��Q:'9'G l cJ y ':� •.".,r,n;, p � ^ � �' � RETAIN S70RM WATER RUNO�F USE IS Ui�LAWFUL �, � `:r's:;�� i S EET NO: CERTfFf«�i'�4: 4^CU� ��Y 1 �;n ,,, �,=4a '�, RETAINING ` ,DwQ"�U��ty"��T�A PURSUANT TO CNAPTER 236 ��THOUT CER�"I F��AT� ��`��'o ° os?5''o �`'��j� WALL � N O RTH E LEVATIO N �U�'��'�Y��"��'��°T OF THE TOWN CODE A�oY.r,J,o;,��,� ExcFEatira o��,�LEao: OF OCCUPAf�CY =.-�.�� SCALE: 1/4" = 1'-0" 5/4X4 -. . - -- - - - - - - - - - - - - - - - - �J�Z�ZE.@� _ _ RAKE- ----------- - - ---- -_.._ . ._ ---------- � --- - - p -------- -- 5/4X4 -------- � - - CASING- -- - � - ---- ------ - - ------------- ' _ 1 --- --------- -------------------- --------- --------- -- - IZ� _.. . . __ . .. . _. . - - - - FREIZE BD: - -.. _ . _ .... . - - - - --- - - --- ---------- w - - - Ir--1 � � -------------------------------------------- - --- -- - --- --------- --- ----- - --- - - - - - - - - - - - - - - - - - <<4F�3F.IZEBII� - - - - - - - - - -B..ri rQR_ - - - - - - - - UNDER SOFFIT(TYP.) EV.SIDING - - - - - W �I - - - - - - - - - - - - - - iX8FASGIA - - - - - - - - - - - - � A Fj-I W V __ ---- � � � � a '� � _ zo � -------- � � � � - x H o _----_- _ Q w � �, _ � - - - w � 4"CORNER B0. - --- A -- ----- ------------- � ------------ ---- ---- ------ ------- � - - - — - — - - — - — - - — - — - — - — - — - — - — - � ------------ - � - - _ _ _ . _ .. - � EXISTING DEGK - - , F__.i �- __ -- - . - - �.- -A - Y �� , , ; __. , �� . . �`-_ - '� �- - - , `- . � --,. „ �r�'/ _ ;f_ � � � - � � ,' - - � j o' w` - � � �_ . �� - � ��' �? _. _ -�'`_ - ''� _, ; '`�, � ; � � - � __ ;'i , , �1 - K", --. � _ ' - - i __ " f ' - �, , . . - � .- + ' - - - _ _ _ , ' - - a GULTURED STONE OVER FOUNDATION EAST E L EVATI D N _- - - __- S - -- - - --- - --- - _ -- - - -- -- --^ -- -- - - -- - - -- - -- --- - -- CALE• 1/4�� _ 1�_�� - - --- - ---- -- ---- -- -_ --_-- _ _- --- - - - - — - -- -- ----- _ - __ �Xg _ -- -- __-_- - - -- - - -- - - - -- - - -- -- -- - --- - -- --- _ - -_FASCIA=_ - - - - -- -- � - -- -- - - - - - - - - - — - — - — - — - — - — — - — - — - — (,� -- ---_-_- -- --- - - ''ti W ----=-------- - - -------- - -- W --- - • - - -- - - v� - - ---- -- z - -- - -- -- - - - - - _._ _ - - __ - _ - - - -- - - - -- - -- - ASPHALT- . _ - -- -- - - _ - •J Z CO Z � o = - -- ---ROOFING - • -- _ _ - - _ � W � -O� -- --- _ - -- -- _ _ � - J N -- -- - -- -_ _-_ -- __ � Q m � � � - - -- - _z __ - - - __ _ - __ - - - -- - _ - - — -- -- -- - - -- - _ - _ - - _ -- - - - - - — - - - - - - - -- -- - -- -- - -- ---- - - - - -- - -- -- - -- — -- - - — -- - - _ � � ° � `� - -- -- - - - -- -- - M -- ------ --- - - , • 35'-63/" � 8'-11'/" 8'-11'/" 8'-11'/" 7�-g�� ;_ 6�� ----------------------- -------------------------- ----------------------- - 6�� - - ------------------------ ' I_______________________L ',L_______________________C ' �' 1 � ______________ ___ ___ _ _____ w � � '• - �T_�____ _______________ C_______________________G ' `___________________I ___�______�____�y _ _ _ ________ _ _ __ __ ♦ ♦. , �____�___�t. �___�____�__ ' (3)2X10 ACQ GIRDER ' ------ �.=--------------------.� � " (3)2X10 ACQ GIRDER '"'� (3)2X10 ACQ GIRDER '- (3)2X10 ACQ GIRDER '--', � � � ; 6X6 ACQ POST i � 12"DIA.CONC.PIER ; ` � 24"X24"X12"CONC.FTG � �n � 3'BELOW GRADE(TYP.) ; V J � 1 �� LEDGER BOARD TO BE FASTENDED � � � { TO BUILDING WITH TIMBERLOKO , � � � SELF-COUNTERSINKING SCREWS � � � � ' BY OLYMPIC MANUFACTURING ; �..,� � ' 27,-63�� (2 SCREWS @ 32"O.C.) � �� ^ 8-0 , � � � A � � � V 7'-3'/" 12'-113/" 7�_3,/•, ��_�„ � w � POINT POINT i ��-�� a � � - - --- -- - -FWG6068R- —---- LOAD� -----—--— —— -FWG6068R - - - ---—- LOAD� ; i e � � 9,_�g 4 r - _ n \. ' . � i --(3)�X10 AC GIRDER '��'� i =N O ~� � ' � - 13'-0" � � �� (v xj [—I , � � � ��v� � l� � I b � �� , , a � i a fO W/D �— v i i i S<i N O ^ � N I �� 1 I 1 Q I � i �� M cv � ii i � i ° w � ii n� ' '-- ---' �p PROVIDE DRAIN � �B��OC �� , „ �, A W UNDER WASFiER/pR � � �� ' ' - - �= 1 � II �1 /\ � � i I I OI ■ ■/ I --------- �� ' � ' 'I m' �:! i � i � i i �p� �.��.�� J � 1 II 1 � ' �u- 1 ' � II 1 _________ �� 1 - _ _ � � � ��'` � � [D 1 N � � � � i _ _______ I O � � 1 � i 1 � \ � ________� �x � O O I � ,`I 1 ' 1 � � i � � � � � 1 � 1 I 1 Q � ; ----- --- �� 0° BEDROOM No. 1 � ' � � ��v; � � N I - � � I I N I � I __ ______ i v I � � I 1 �1 � I � � I I O 1 ��_�� _ R � � � I ` � II 1 i ____ _'__ +--; ; � i 6X6 CQPOST ii pi ' � ' � � �2"DIA. ONC.PIER " �' i . � tST�EL LALLY COWMN ! 24�"X24"X12"CONC.FTG i i :U� , > �, Wy so"xso"xio"FTG. �'O1/2� � 3'�ELOW GRADE(TYP.) i i �m� fV � <. (; �--- ' o i �i �i � � - - � N 1 II 1 � I .a �p � � 1 II 1 N = � - � � aa, � � � � o N M POINT ' F---- --------:-�,'-' - r ti � LOAD ; - \ � ' � M O � ._ _, ----- ' r,'POI T \, ' r" � '2�_�� '�� LOA � � W �.�.._=_. @12„OC _ o M io ti> � `° '-4'/ � j-.. 6,_�,�„ N , ,/„ �,;� a `� 2 axo � - � ♦ � " � 2'-6" � � � -83/" - °N 11'-10" ' • I l!– i O ° I � N r \ I 1 N ` � ' BATH "' ' ' ._ � ' � BEDROOM No. 2 ,� ' � � a� ; , � M W � � � � � � � � � ; � � � W : _ . .n�. � z � , � 4 � � 4 �, . � a . e . . � o � � z � z � Y � � _, O l 16"TJ1560 WOOD-I F.1 n "OC � � � ,. { --------------- - ---- --- --- -, ,. i v � � � (.�.,� (fl �� , , � �p '•— J X � N o � Q � � C��O � , i _ i , � � i i � m 2 ti \ pa , U , � _ S Z Oj �. i 12"DIA.CONC.PIER � � O c j ' ' w/24"X24"X12"FTG. ' ' � � �� a 0 � �p � i 3'BELOW GRADE � ; `' � ' M � ; , ��; . � , . � _ � �. . . . . . • . . ; � c� .+----. : - . ._ � e e W -- -- -- - -- ----- , „ , `Tf��= __POINT-------- - � ' � � (3)2X10 ACQ GIRDER ' ^� �� LOAD 0 V- - - - -�- - -- - r �� . ��. ' �.� ' �� ' �� ' i i � � �; ;(V � � �- --+------------------------------+-- -� " � ' 12'-2'/" •-- -,� • � 13'-6'/" 14'-0'/,� 1).NEW FOUNDATION:8"PC WALL(DAMPPROOF EXT.), 16"X8"CONC.FTG, (2)#5 REBAR(3'BELOW GRADE). 2).LOCATlON OF NEW LALLY COLUMN TO BE VERIFIED IN FIELD. 3).LAY 2"DOW FOAM INSULATION OVER 6mil POLY VAPOR BARRIER PRIOR TO POURING NEW SLAB.VERIFY WITH OWNER IF FLOOR WILL HAVE RADIANT DRAWN BY: �F ��{ � L./��I�� 1 �,' HEAT. i �� _ � � 4).INSTALL NEW(2)2X6 ACQ SILL PLATES OVER COP-R-TEX TERMITE SHIELD April 02� ZO11 SCALE. 1 4 — 1 -O AND FOAM SILL SEAL.SILL PLATES TO BE SECURED TO CONCRETE FOUNDATION WITH 518"DIA.ANCHOR BOLTS WITH 3X3 WASHER AND NUT AT ,� '��'✓�,,� 36"OC.ANCHOR BOLTS TO HAVE A MINIMUM EMBEDMENT OF 7"PER CODE. ' �� 'y G � SCALE: l�q'�� = 1�-O�� . 6'�.- �i:� E � ' �, ��\ j.;� 5).EXTERIOR HEADERS FOR WINDOWS AND DOORS TO BE(3)2X10 DF#2. N S PRO�� T� 6).INSIDE PERIMETER WALL TO BE FRAMED WITH 2X4,ON FLAT,AT 16"OC.INSULATE �-� � ��t'��I�;�� ' WITH 1-1/2"DOW FOAM INSULATION. n " " � � 41 SHEET NO: . � 9..�._, , � ;�;- W t<�rt.,xY � ' : � 7).INTERIOR WALLS TO BE INSULATED.2X4 WALLS WITH R13 AND 2X8 WALLS WITH '+��G a Qc25��/r�' .''" R19. ' '�--- ��„1�;- _ � 8).ALL WALLS AND CEILING(EXCEPT MECHANICAL ROOM)TO BE 1!2"MOISTURE RESISTANT SHEETROCK.MECHANICAL ROOM WALLS AND CEILING TO BE 5/8" TYPE-X FIRE-RATED SNEETROCK. 29'-6„ 2'-5" 3'-2�/z" 4'-103/s" 6'-6�/4" 4'-103/a" 3'-2�/z„ 4'_5" W V EX. DECK z EXISTING OEGK AND STEPS � NOT PART OF THIS DESIGN Q w H � � Cn � W A � ADD TEMPORARY RAILINGS IN FRONT r , OF OPENINGS UNTIL DELK IS LOMPLETE W v TWT2610 TWT2610 FWT6011 FWT6011 TWT2610 Tb✓T2610 OVER OVER OVER OVER OVER OVER � O E-�i RETAINING WALL T�2632 TW2632 FWG60611 FWG60611 TW2632 TAN2632 RETAINING WALL � � � "' o o TEMPERED (2) 1-3/4X9-1/2 (2)1-3/4X9-1/2 ' � � F+i � � N � � ML HEADER ML HEADER I o °' (� w �i.a� w F-I N � � 2X6 GJ o N O A 3 w �j�lb"�� ., F- r- `�� 3 1 ------- - � �- � � W ____ '— Q _— _ ¢ � 2 � ALL A OVE �, � r --- ��_ �. �1=t�: � �. � _ _ ` EX. DECK �n o � � � � OTON' / LIVING ROOM GAS FI EF'LA E �� o � N __" H _N / ABOVE r� . ��'S "_ �' � '� \` � .�1 I ~ X -- ' .._ _ � � � � —— ' Cr` ftil o t .-+ N �� ___Y __ O I ° � � =N � \ O ' Q" '�" 1 1 1 1 O � .y W 1 1 1 1 1 � N � � W � �� N i� N �wa� ' ' I � � N � �DN�� o, 3 ,,�aao � �, , I � � ~ ~ ' '� � ___W14X48 STEEL BEAM w/2X PLATES UPSET HEADER ____ � N � rno ------------------------------------ � II � - � . � - �. - �� ,� �� . � . � - � . � - �� - � - �� y _ . �� 2'-0" � r� �"� � •3X3X1/4 � � TUOE STEEL � � m TUBE STEEL � COLUMN i = � GO�UMN .-i N 1/ ATH N � W �- N 3 � Q � o � 5 -0�/z" � =I 3 y l 9-1/2"TSI230 WOOD-I_@1"DG-- � � � J� o O ti I J � � \ ; 2�—�� _ ,. � �� W o � WOOD I@12"OC� X� O �N � W ' ' �, Z � � _ = � � � � �° ENTRY �I _ � ^ C� i m. d' 'J z �,�pzi� i `�I � y� W � Q � ' � KITCHEN � — � ' �� J X J N � i i a� � Qmo � I � � 1'HIGH TRANSON � SCALE. 1�4�� = l�'O� � Q O � M i i OVER r, � �� 1'-0"-3'-0"-1'-0"X 6'-8" � � n- � C O � i i i SIDELIGHTS/DOOR � � � � � �� E �.��l�,�y �W i ;,,� ; ;cXv 2X6 GJ @ib"OG � ' �•� '�� , �� RETAINING WALL P RQJ ECT �I 4�T �� '� �`� y�r O� � � N ..q p.. i ;v 12"DIA. ----- N ' S Q O � � CO MN � � _ � <v ;y�' �� 1�� o TWT41010 y,/ � ``� �p� ,�` n; . . "4 � 2 2X12 NDR_ ...- O i �� . � }° �, � 0.. �ti ` �-` - �-� - - - - ;y`. ;-i�, I OVER r-- ' , .,'.`�''j`'j i,w 1�! -_; -_ - - - - - - - - - _-- '- . '- . N TW2432-2 � �,"�s.��''� 7 v c C�s��, �'-" � > �„ �'�p a. Q525,� �t,� POST A��ES S`�� SURFLOOR 1).PLATE HEIGHT A7 9'-0"UNDER LOFT.LIVING ROOM AREA WALL HEIGHT 2X PLATE TO MATCH LOFT FLOOR PLATE. STEEL BEAM FLOOR JOIST 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 OF#2 STUDS AT Sb"O.L.. UPSET EADER 3).EXTERIOR SHEATHING TO 6E 1/2"THIGK FIR CDX PLYWOOD. �-ii2- 4).DOUB�E UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ��WN BY: �F +�- BLOLKING AT 8'-0"O.G.AND MIDSPAN. April 02, 2011 2X PLATE 5).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 F'T.TO HAVE 2 JACK STUDS ON EALH SIOE OF OPENING. PROVIDE 3 JACK STUDS ON EAGH SIDE FOR SCALE: 1�4�� = 1�-O�� 6'-5�/z" 5'-0" � -�� 8�-��2„ U P S E�" H EA►D E� MIGROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/TUBE STEEL POST.P05TS TO 8X8 PLATES AND BOLTS TO STEEL BEAMS 11'-5�h" 16'-O�h" SCALE: 3/4�� = 1�-O�� b).ALL EXTERIOR aPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING S H E ET N O. 2�'_g" HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. a 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. 29'-6" W V 13'-9" 15'-9" Z W CTQGW2<OVER>GW13-2 � � !�.� 6"POST BETWEEN TO RIDGE H r�j' ---- i � � H � i (2) 1-3/4X9-1/2 � ' �..� � � ML HEADER i i '.j., n i� � i � � {� h-1 v/ ie ii ii � � W � i ii x � i � � � � � ; � ; ► a � , , � , � <C p E-� � , � , , Z x � , � -------- � , h „ � , � � ------- 23'-6" '��-a'� � ' � a �-i � � 2' p -------- � ; � w � � � -------, � �----------------- ' � w � � ------- � ' O ^ � i i _ _,` � � , - � � -------- ' i ' F-I ii � 1 i � � � ii ' in OPEN / i � N � N � i . TO ' � � � � � � �- ------- / BELOW '" � i i i '" ii � -- ---- ` u � � � ii �� i � ii -------- ii � i L _ = � i � -------- � i �t I ii � � � I i - �. i i -------- + � �t � i � ii ------ � � ii � � � ,. 5-1/2"X5-1/2" � i � � � � U � �� 2.Oe PARALLAMI � I ii � � COLUMN `� i � ii � ' ' . . . � � � � I � s 'N 'N \ \ � 1 I � � '___• I \ N� � Q) M �.r-� , �`) ' I I � 3'HIGH RAILING 3'HIGH RAILING ----- I � _I M � � � � M � � .—� '� W � u w ¢ � O ' I a � � a � � I I � � � LOFT � � > > ,� ,� .� m 3 3 u � 00 7'-5" 8'-�" 7'-5" °° I � N N �� A21 ��_�� 8'-0�/2" A21 � -4, 1'-4�/s" � Ll� 7'-5" . w � � � 0 1 -8�h' � (� O� i i � � f v , Z � ' ' �° N ATTIC �° � `� •� z � z � i i (PORLH) W � � � � � i � � (2) 1-3/4X9-1/2 N ; ; ML HEADER � � X J �j ; .� z m o 0 � � CTQGWg'�OVER>CW'13-2 " 6".PDSI B�TWEEN TO RIDGE O � � M � �------------------------------- � �--------------------------------------� . � aOc� Cn 13'-9" 13'-9" W � � 27'-6" � O � � i).DORMER PLATE HEIGHT AT 8'-0". I � 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT ib"O.C.. �� 3).EXTERIOR SHEATHING TO BE 1/2"THIGK FIR CDX PLYWOOD. , � � � �O O G / 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JAGK STUDS �.�a9 L�� . a � ON EAGH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EAGH SIDE FOR II� i /\ MICROLAM HEADERS. � � L_!°'°i 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE SCALE. 1/4�� = 1�'O� APPLICABLE.PROVIDE DEBRI-PROTEGTION PANELS WITH FASTENING DRAWN BY: �F HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. E 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 April 02� 2�11 AND 2X4 WALLS AT R13. PROJ ECT �(JR�'H �� N S 7).INSULATE CEILINGS WITH R30L INSULATION.ALL CATHEDRAL • Q �}-� SCALE: 1�4�� = 1�-O�� SECTIONS TO BE PROVIDED WITH A 1"AIR SPALE BETWEEN ROOF ✓ � � �, W SHEATHING AND INSULATION. /�,Q` �j.�\"CHFr�, �:, � 4 �s;�' % 7, $).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROLK. ' * v ��'�"'?ab��AZ �� 1t S H E ET N O. � ��r S Ll�Y ; :.(.1 N ��_ 1 L� 8 ''�,,�3'd�e „ y';;'� i �t J's. �' . 052 �`o t�,, �t � 5 f�, �"��-- R ,1..-_� ,,,`. -"� , W V Z W �. ________________ ___- -_- ___---_- -- -_ --_ =_ _ __- _ = ___ ____ _ _- ----__ -__--_- : � � � w � , � ,; F--, � z � �� 12 � � � ' V / W � TOTAL ROOF AREA: ; ; 1 # a I �# A `i.� 1100.0 SQ. FT. ; ; � � RR@ib�,oc � W U � � N � � � � „ � @ 100% WATER RUNOFF: ; ; ' � � Q � � 0 183.7 CU. FT. , ; � Z ►�-� E..i ', ; (2)2X10 DF#2 RAFTER (2)2X10 D��2 RAFTER ' ; � a �I INSTALL (1) 8' DIA. X 6' DEEP - - =- =- - - - -_ ---- — - - - - - - - - - — - - - - � W � ; � „ , � DRYWELL FOR HOUSE ; ; ; ; ; ; ; (sa ALL DOWNSPOUTS TO CONNECT � � ; : o ; ' ; � o" � A CAPACITY: 254 GU. FT. � � ; � 12 ' ' ' ', -4u `— � � J '4 � � � � r , , / ! ' � , ' I ' � i i � eo ii ii , i � i � i ti i ii i � ' � ii ti � i ii : i � i # .-� i i i i i � � X i � ii � : 1 � i � I i I � � i � 1 I � � Cn I I 12 : I 1 il � � i � , ti i ; � i I N I ! i I ' � I I I I � � � I I ; 1 I I � � ! � I I i I I i � ; � i I I I ! i I I � • _____.� I � 1 I i � ' I � \ I 1 ; i ! i I ' � 5-1/2X5-1/2 � � ; ; ', ; 2.Oe PARALLAM ; ' ' � � LOLUMN � DRY WELLS TO BE 10' MIN. ' ' ' � � : ; � � � AWAY FROM HOUSE OGEE GUTTER - STANDARD 5" '. ' , � # ; ' ; 0 NOTES: � � � , � ; i ; ; � i i , f ► Q� 0 1).EXECUTION: ', � ' ; � : � eo i ; ; ti � O � � o A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. � ' ; � � � 12 � � , � � „ '� � „ , � 2).PREPARATION: ; ; � 4 � � ; ', ; A).GLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. � ; m ; � B). PREPARE SURFAGES USING METHODS RELOMMENDED BY THE MANUFAGTURE FOR ; ', ; '', � ; , ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJEGT CONDITIONS. � � � , � C). PAINT CONGEALED METAL SURFALES AND SURFAGES IN GONTACT WITH DISSIMILAR , ; ; ' ^ � ii N � i . . - - - - - - --- - ------ ----- -- - - � � . . ------ -' - --- ----------- METALSWITHPROTECTIVEBACKINGPAINT. � � �------- ------------ -------- - - - - - ----- -------- --------- � GENERAL: ; ; � � DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD LREATE A 3.INSTALLATION: � � , � SIGNIFIGANT RISK FOR BASEMENT SEEPAGE OR FLOODING,GAUSE SURFILIAL A).PERFORM WORK IN ACCOROANLE WITH GDA NANDBOOK AND THE DRAWINGS. ; ' � ' � -- ------ ---- - -- FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION aF SUBSURFACE 1).GUTTER TO BE PITLHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. ;� - - - - - - - - - - - - � � � . � SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFALE STRUCTURES. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. ' ' ' ' ' 'c �J,� � � � � � DRY WELLS MUST BE LOGATED AND CONFIGURED WHERE THEIR CONSTRUGTION a).GOPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND � ; � � �2 � � . W WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL ACLESSORIES. ' ' � ' , , SHOULD BE PROTELTED BY EASEMENT,DEED RESTRIGTION,ORDINANCE,OR OTHER B).ALUMINUM:RNET AN�CAULK WITH A BUTYL SEALANT SLIP JOINT i � # � � 1 � � � z LEGAL MEASURES THAT PREVENT ITS NEGLELT,ADVERSE ALTERATION,AND REMOVAL. CONNECTORS. ; '', ; ; ; ; UI THE BOTTOM dF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH 3).LONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDILATED.SEAL � � ' ' � •J Z � �- �. WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY CONNEGTION WATERTIGHT. ; ; � ; ; � W r Z � DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. ' � ' ' ' ' "N 4).PROTECTION: „- ----- - — - - ,. . - ; , — - - --- - - - — -- - -_ _ _ _. . x � � A).PROTEGT INSTALLED PRODUGTS UNTIL GOMPLETTON OF PROJELT. � � ! � � x J O O CO B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUGTS BEFORE SUBSTANTIAL ` ' - � � z m = 1` � � - -eo - � LOMPLETION. �- -- - - - � �-- � �;� � p O � M " � a o co ~ v STO R M WAT E R M A N AG E M E N T D ETAI LS 1 .APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. �W ) � LL.. N � S 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND � � ■ ■ ■ DIREGTLY TO THE DECK ALONG EAVES. .�p � 3).USE 15�FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITGN USE ILE�WATER BARRIER UNDERIAYMENT. R00 F P LAN 4).ICE�WATER BARRIER TO BE USED IN ALL VALtIES AND INTERSEGTiONS WITH ROOF AND SIDE WALLS(TYPICAL). SCALE. 1�4�� = 1�'O� 5). DO NOT INSTALL UNDERIAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND LLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS E COMPLETE. N S PROJ ECT NORTH 6� USE GA�VANIZED(Z N�COATED)ROOFI G�NAI SR 11 W12 AUGE WITH AT NS DRAWN BY: .JF LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. W USE b NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITN SHINGLES BUT NOT April 02� ZO11 CUTTING INTO SHINGLE SURFACE. ry; . 7).ALL WASTE PIPES(NEW/EXISTING)TO BE PAINTED GRAY. f1 j i�� N��"✓}„� SCALE: 1�4° = 1�-O�� S).VALLEY PLATES TO BE SCREWED TO EACH RAFTER.USE TIMBERLOK�4"SCREWS �>�P`'�/��'�f�o'i'� OR 3/$"GALVINIZED LAGS WITH WASHERS. �� ti ''�' f� �� y � r', {, `ryl �` � �.�ET NO. 4{ � f� +''�`�'I� � tcl � �� 5��'•yh�� O yO• 0525�� t`�'� ��ESSIO�P� O l2) I-3/4Xil-Z/8 ML RIDCsE / \ 12 „pG l � 4 ZX\D��¢��\� / / / 2. g P�.RALLAM LI.IPQN / � -- - - � \ / � � / � ' V 51-7/8 ML RIDGE � � / � � X10 R � W @16"OL o / / \ °� 12 3' HICxN RAILINC� � ��1 p+'� 2X6 CJ � 12 ~ F�-1 � @ib"OL � 4 � � ^ BARREL LEILING __ _ _ _ g I „ � � A � (2)2X12 HEADER w � 9-1/2"TJI230 WOOD-I � O � FJ @12"OC ' , BOTTOM OF � � z MTI L, UPSET HEADER � , . . Q a H � � � o � w � -� � `� � O A � 10"DIA.F.G. � � �� COLUMN `` ' � . � � � r . ` � � 3/4"SU IcbOR 3/4" SUBFLOOR 4"0 KN —' - - 2X8 ACQ DJ @16"OC 16" TJI560 WOOD-I FJ �12"OG (3)2X10 ACQ GIRDER �_ _ _ --a ib"TJI560 WOOD-I . zx6 aca v�'. .� FJ @12"OL '.�SILL PLATE 4!� �• ' GOP-R-TEX •��' 12"DIA. D s D1 TERMITE SHIEL b':•CONC.PIER ,♦ � ,� FOAM SILL SE .., � ,. . .;�d . � - a;� Qe•. .. . o �~d' �� . pi•� � •. � :` 4�� .; - p. .�¢ D � , '�.p i Z .1 •. d ��'�•' � .�' � :: �, pAMPPROOF EXT. 24"X24"X12" '' 4"GONC.SLAB �j `� NEW 4" GONC. SLAS '1 d; i •. • •. ♦ •. • •. ♦ a. • •. e •a CONC.FTG. ' '' ' '' ' '' —" ' — '� ' ,1-1/2"DOW FOAM INS. - - - - � 2" DOW FOAM INSULATION 6mtl POLY VAPOR BARRIER 16"X8" FTGrt (2) "5 RESAR S ECTIO N B-B S ECTIO N A-A SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" . � � w � z za°ac 4" 4' 'J z � Z L� I�I � �►j 3"0 ROOF VENT 3"fd ROOF VENT � � � I I � � � � • •: •� •� � N / / / �4� i�:� .?� � h` �4' �: C�' � �% / t�) �4� � � � J � �I I � � I � ( � l I � �I � tl I 3 3 m O ~ • j . � � •. � I . ' . ' � ' ' J i J ' ' ,va ,vz „ra � O � � M � I � I � � � � « � 1 � � � .,�i; I (/ f � � i�: LAV. e SINK `^ � � � r � i -' � � t � � � � � � � � � � W.C. D.W. vJ U) � � �1 � � �l` l� � l� � � �� 1\ r �� // � w \ I \ -• ' - � I� ' � 1 � 1 I t105TAINLES55TEEL I� ' 1 I 1 ` I � �f I ( ' 1t� I J ' \�� ( � �I � ( � �• � `I I � ' OR GALVANIZED �l I ' I � � 1 :�� 1 1/4 3 z � � I ^ I � � � i i � ti �. � �/1 �/1 � W�o 5�5 W, r � � ,I � I ,� �� v�� 1 I �: � l �•, W�H��z•o.�. \ c.o. ir« ( I � � ` I 1 i � II i i I � i i C.O. 3 1�, � i I l i I � I I I !z^o.c. 3 " /1 ` u^ I LL. • I I � i � I •i �I • � I �I i I _ I - � ` f` - � + - � � 1 ( I I 1 I � I 3J4"MAPIVWOOD ` �� I I � � ' ;�; \ I� ' � � ' '�� SHEATHING •� .f \ ' � ` � 1 � � I I I I ( I I � 1 I �, I •• �, 1 � �1 1 I � I 1 I/ � I I 1/2"MA RA1ED SHEATHING l I \ / 1 I ' � / � � \ � � I � I � I � ' `I 1 1 j � � I ` I � GRADEPLVWOOD I S I � , , I (ALTERNATMVE:7/16"O.S.B.) 1 I I ' I I I � I I I I � I I I 1 I t� • I' I� � I I /� �•� 1/2'AGA RATED SHEATHING 1 I I '�� I ' ^ I � I I GRADE PLYV✓OOD I (ALTERNATIVIVE:7/16"O.S.B.) ' i I ' r� i ( " I i I ' � i ` � � I � �� I � � 1 I � � ( ti ,,,4 I � �I � �I � �l � I ( I 1 � � I � �� ' 11/4 1112 11/4 2X4 DF;Y2 I STUDS ( � t105iAiNLESSSTEEL OR GALVANIZED ` I / WOOD SCREWS W( � p � I � � � I � ` �� i �� i � W�,E��z.o.c �� , f � �l � � ( c.:� �nv. w.c. I 3• DRAW N BY: J F W.M. � � �� ///�� SHO ER F.A.1. I ( I � ( � / \ ' WINDOW SILL r OR ATH I I I I I I I I i`lOSfAINLE55STEEL I ( � I i I / ,ti , '� April 02, 2011 I I I I ��VANIIED I I � 1 I I I � � woo�sc2Ewsw/ � ' ( ( I ' � i 11/4 3 11/2 t W,,��IZ•o.� 3 3 �.0. �pF ��✓y SCALE: i/4 = 1 0 • r �� • :�: � � �� C.O.� I , n �_ n TOGE7HE�H W R�NLE�95�SfEE�L ��`�\� ,` y��O�� oR�.�N=ZEo��TSW,W�,ERS WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL � . � � - AND NUTS�2�-0•o.�. 4 ,`� � R' ` �, S E ET N O: � M ;,f ta [:,l 1 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATNE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) °•c.�.��TO APROVED r —� ;. ;,,� � cr HOUSE SLOPE" 1/4"PER FOOT PiTCH TO DRAIN TRaP SEPTIC SYSTEM C� ' �a:�`1 ' WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 5TRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" m �`.,� � AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Z �`��`�� " COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �� Mp a52510 ��1�� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUfION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. P LU M BI N G SC H E MATI C p ��{ ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �OF�v 51QNP. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. N.T.S. NYS ENERGY COMPLIANCE I��OTES FOUNDATION: W LRAWL SPAGE: �'�p V WINDOWS AND DOORS: THE FLOOR OVER A VENTED GRAWLSPACE GONSTRUGTION,IF APPLILABLE,MUST BE _,��''�, � INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, _-� WINDOW AND DOOR WITH WOOD TRIM: ACLOROING TO THE GOMPLIANGE ANALYSIS. ,'�A �� ,��n,,l� ��•� ��'�,,�.�C�� ■+�■� � 1).INSULATE HEADER UNCONDITIONED BASEMENTS: d �� '� 2).SEAL ORYWALL TO THE ROUGH OPENING USING AOHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. E , x' � � � 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A GONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CON�ITIONED FIRST FLOOR. � •,� :� �� BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS 3j.INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. � � ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. i '^ H 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, $ V / n/ WINDOW AND DOOR WITH DRYWALL RETURN: SUCN AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE � �'='' , j 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. � �..� 2j. DO NOT USE HIGH-EXPANSION FOAM.IT MAY GAUSE BOWING OW OPENING FRAME (� rT, � AND VOID THE WARRANTY. FRAMING: �"+- h+�i PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING GONSTRUCTION: � I-� � 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. O SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND lAY SUBFLOOR OVER. Er�t��Ig ��}��'@��'��{�(}��tj� Z � � ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).LAULK SILL PLATE TO EX7ERIOR SNEATHING WHEN NAILING IN PLACE. ,��-��y� ��, BE SEALED. 4j.GAULK OR USE ADHESNE BETWEEN ORYWALL AND TOE PLATE. L��: �u�� n�}� ��,�� rn _ � RELESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): �'��`�`��t�-= I��'�':lC� '� �f� FaT'l:1� � �� REGESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION i).INSERT RIGID FOAM BLOGKS ON INSIDE OF BATTS IN FLOOR JOISTS.ALONG H�� i'�°= (��n-�� GONTAGT("IG"RATED),AND MUST BE AIRTIGWT AS OUTLINED IN EGGLNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITN SILL PLATE. �j�rjr��c.��!-+�-�; ��, O ^ �j INCLUDE GASKETS ON THE TRIM RINGS OR OTHER LOMPONENTS THAT MAY BE 2).GAULK ALL FOUR SIDES OF FOAM BLOLKS AND JOISTS UNDER FLOOR JOISTS. �f, � � „�: �� H SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS � �� STANDARD OF 2.0 CFM,(ASTM E 283).UNITS WITH A LABEL THAT REFERENLES THIS SST.FLOOR DEGK: ASTM STANDARD,MEG OR ECCGNYS MAY BE AGCEPTED.THIS REQUIREMENT LAN ALSO 1).FULL INSULATE JOIST CAVITIES. `�n��j�}� ��;"�?_ �M1'��Q{jr"�r cr•�� a 'ts+��f�� BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RELESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. � � �',�:�'�t�F.''��F.=St'�� SERVICE WATER HEATING: EXTERIOR OPENING HEAOERS: � IF VERTICAL PIPE RISERS ARE USED WITH GONVENTIONAL STAND ALONE OR INDIREGT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF H�ADER FIRED HOT WATER TANKS,HEAT TRAPS IF NOT INTEGRAL TO TNE WATER HEATER) MATERIAL IS THINNER THAN WALL GAVITY. +;*�k a+ �,� �-1 ;�r`-„��-d:,.,- ; � -... - ._ . . .. .� �... � . . . . ... a..�,. � . , __._..a�...-__.�._. ._.... _. ....._.....__ ...,,��__._�� __._. , __....�._ �.. ._�...._...._._..._ .._..� , _._.�_.�.. . ...d_,. , ., -- _._..._..._..._. _.... .._.�.. ._.�...._. .. - ._ _ . . _. _ . _.., MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. LqDDER BLOGKING FOR INTERIOR PARTITION WALLS: �`G1iT��"�^4°�:��e $'�.'i�':'TT18l7�rOC��' '�"I�.T.►1T4.II�'�. '� Y�'41�fU��C:+�'Q ALL PIPES RELIRGULATING HOT WATER PIPE LOOPS MUST BE INSUTATED TO LIMIT 1).PROVIDE HORIZONTAL BLOGKING AT 4$"O.C.AND AS NEEDED FOR NAILERS. HEAT LOSS.GENERALLY, 1/2"OF INSULATION IS SUFFIGIENT FOR PIPES LESS THAN 1" Z� FIT CAVITY INSULATION GAREFULLY AROUND HORIZONTAL BLOCKING. ��'��'��°��'��°��'��"�� IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. M G.'�.�h�3T pr�,:s cr m��as��:y�r uc��r�retre;��r r��sE:.,.-er«ci*�s�s�, 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNI7S ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRI�R BEFORE INSTALLING THE UNIT.THIS INLLUDES �' •�-�F �- .. s *�� °�; ' INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALI: '�""°"'�°" "�g°''�t�"�`�� j""�y"',"y°"�'�'"��c � """"'""�'�.=� ""'"' ; ..p�.`t-�d+s.�� pa� �,�*m.;.�� :j 4+^'.�,�,:��'* �Tn�.,7: '��"'d -�.a.�Y'��,:� ; SEAL ALL EDGES TO MAKE AIR BARRIER LONTINUOUS. ...„��„ s,. HEATING. VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR LANTILEVER FLOOR WITH INTERIOR AIR SEALING: �t'-�'��# ��'';�`-�'�� ' ......,e.....:........�._...,,......_......._.........._.�.....ti....._.,............_�.._.,....,.........,„.....��........�..._......_w...........,......._..........,....e.�....�.....s.....,.,�..,�. .. . �.�...J,......:.....,..�................,_..,.�..........�..,...a....:z.a�...,_...:.�...- F HEAT LOSS CALLULATIONS AND SYSTEM SIZING: 1).SEAL ALL PENETRATIONS THROUGH THE B�OCKING AND THE SUBFLOOR. ��p�.��,ar�� 1: �;��?��g+n�'�� µ��[�� ] � 0.� ��M . LL+�,�� HEAT LOSS GALGULATIONS MUST BE DONE IN ALCORDANCE TO ECCLNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. ,��E�� ,, 3).SEAL SUBFLOOR JOISTS WITH ADHESNE. �" HVAG SYSTEM EFFICIENGIES: 4).SEAL INTERSEGTION BETWEEN JOISTS AND WALL WITH SOLID BLOGKING.THE G��,'�1 G�iL'�'i�'��'�.�`i' THE MINIMUM EFFIGIENLY REQUIREMENTS FOR HVAG SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. �rc��,��,�*�v�:�.� ELGGNYS 5032.NOTE THAT LODE MINIMUMS FOR EFFIGIENGY FOLLOW FEDERAL ATTALHED GARAGE: 4'"d1!tt�4'.'�'1:��"J .Fi'�'.'1�"�Ri3i��P'3.'��'�'��`,�3 E.�'�'s"-E �� CJ.c�D 1� MINIMUM EFFICIENGY STANDARDS. 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE LEILING WITH ADHESIVE. ��-��`'� ��' �•�� 2� HVAC GONTROLS: 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM E n CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS5033.2 AND 503.3.5.TEMPERATURE ��-+�+��'o� �� .D �� CONTROLS MUST INCLUDE THE LAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUGTS. i ��, 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. ��'��-t'�- �•� (FOR HEATING)AND/OR 85 DEGREES(FOR GOOLING).THERMOSTATS USED TO CONTRO� 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY +r,.., � , � � , ,,,, � n �, HEATING AND GOOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. ��'�'�'•`"'�"`�`�'�'��'�r_f C�U`.5��_!�"v� �it ,,�Q L�.CI j LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ,�� ;4r�'�F��a�,��'�F� ,�,�� ,��,� �.Q �� SUSPENDED OR REDULED.SIMILARLY,HUMIDISTATS MUST HAVE THE GAPAGITY TO DROPPED SOFFIT ON INTERIOR WALL: PREVENT ENERGY GONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATNE USE PLYWOOD,DRYWALL OR THIN PROFILE STRUGTURAL SHEATHING,CAULK AT ��'��Fr�:�t=:��^ti�"�Pa��'EiI"�L'�:'�-E 11 D C1.�O 31 . � HUMIDITY.HEAT PUMPS THAT INLLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR W TOP PLATES. '�- + n ,� � TEMPERATURE. '��I��°�'�a.�4 7�FI'�^l��td�_ F`3,"'�"�'�11�"ry't�'-E �� 1.;'��O Er' ALL MEGHANIGAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN � W VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIL OR INTERIOR SOFFIT ON EXTERIOR WALL: �`��i �I�S-� $� �•�{� �� Z 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. ��,��.� �,� �.�� GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE GLOSED. n � 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND GEILING BEFORE FRAMING INTERIOR SOFFITS OR UTILITY CHASES. �� DULTS AND PIPES: �'�"I^�:�w��F��"1�, 1��.�. �aD �3.D �.Q �5 J DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAL DUCTWORK AND PIPES IN 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. z � Z � ��A^d�:�a d:�V'�a�Frrn��.�►:�P�a^��r�:�l��r��E 1��. �.i1a �� a' UNCONDITIONED SPACES,AS INDILATED IN ELCLNYS 503.3.3.FLEX DUGT MUST HAVE ` " `' �p W � � N R-VALUE LABELS ON THE OUTSIDE JAGKET(EGCGNYS l02.5.3). KNEE WALL SUPPORTING ROOF: �,r� j:�� , L�,Q I�.D �� Q O O c�0 DULTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND GRAWLSPAGES 1).S H E A T H W A L L B E T W E E N W A L L A N D R A F T E R S A N D I N S U L A T E W A L L S T O � ��+ � MUST BE INSULATEO.WHENEVER POSSIBI.E,MECHANIGALS ARE TO BE LOLATED INSIDE PREVENT WIND WASHING. ��Flr!�,aF°�aj,fi�rt�,r��s�s, ��^`, ,�Q �.p +� z m = ^ TH E INSULAT ED ENV ELO P E O F TH E HOU S E. 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. � O O = M IF HEATING DULTS ARE INSTAL�ED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-1 4 R I G I D IN S ULA T I O N B E T W E E N D U G T A N D E X T E R I O R S H E A T H I N G. 3).P R O V I D E B L O C K I N G B E T W E E N R A F T E R S A N D F L O O R J O I S T S A B O V E E X T E R I O R � � � � - d O � WALL PLATE. T:la'�l'f�'��'�I7�`.f'.�:rC�3�t'�^.��1 C'1.5��LT,Ia'1't(S CD� -�SL . 't3s`�'i�"�?Gi"':'�'��`3'�frr 6�, �'.�:X�,�1L'�C'.:.`1=i'C��".3�a�"t5 EL1`JI'.li:�:1 � (n c7�' n � a • ..,�'� a ar ' a �W DULT SEALING: 4`�j`�'1�"!:��!'?'"Ts1�":�"1�''�:3,�:�Ta`tt�'��:'�,...�'�f:15'�'�' �t t�_:A'.�'1��1�1�_..�'1_��'°�J'i �i+F�'�'�i��"1� �►`�_I�,'3::aC1 CQ4'1�1l�'�tt DUGT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUGTWORK(EGGGNYS 503.3.4).ALL INSULATION: �Yy?�,^�;y'�FT�?^�,'��}�'�a F�`?y'�''��a�i (�s��PT'v'.+?'�S��I CF35 6�. _a __ �'1u'�"�?�'i�.'�"�`lI5�,'L�"1��Cg c�'''....'�'s��."��3�.�u�`"I$��G��i°y'�"1► � � PORTIONS OF STUD BAYS OR JOIST GAVITIES USED AS DULTWORK MUST ALSO BE _� � SEALED.ALL CONNECTIONS AND SEAMS(EXGEPT LONGITUDINAL JOINTS THAT LOGK) FULL LOFT: �i"1W,R1��',C�'C�T�,?f� I��°�'!'.3� .1'�s ^:,E!.!^�,"t �.^:�� :,,3:'8L't5�`�'1 L� �`3":C�7h';�.t3"".`ll� �..''��_ O � �� : MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. INSULATION SHOULD BE FLUFFED TO ITS FULL THIGKNESS,NOT COMPRESSED,AND � � TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUGTS.TAPES MEETING NOT ROUNDED OR SCALLOPED AT EDGES. �� GG� UL 1818 MAY BE USED FOR FLEX DULTS.�UGT TAPE IS NOT ALLOWED FOR DUGT �- SEALING. FILL THE GAVITY: r,, � INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING ��'"T��'" �'� � �` - WRITTEN MATERIALS: AND DRYWALL.IN LEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANLE ACTIONS MUST BE LEFT OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT(ELCCNYS 102.3).A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. LUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;GUT AROUND REDUCED MOISTURE: ELELTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER GROSS EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.L.TO GONFIRM THAT BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPELIALLY DOCUMENTATION OF R-VALUES: IF THERE IS A GAS RANGE. FACED OR UNFACED FIBERGLASS BA7TS,AND RIGID FOAM INSULATION MUST BE INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. DRAWN BY: �F VENTILATION: ACGESS OPENINGS: MECHANICAL VENTILATION TO BE IN ALCOROANCE WITH ASHRAE STANDARO 62-2003 AND ATTIC HATCHES,SLUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE THE REQUIREMENTS CONTAINED IN NYS LODES FOR DETERMINING MECHANILAL SAME R-VALUE AS THE SURROUNDING AREA. Apl'II O2� ZO1I. VENTILATION RATES. KITLHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM INTERMITTENT OF 25 LFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: ��,�� -+�,y..-�;��r��, SCALE: 1�4�� = 1�-O�� A MINIMUM VENTILATION RATE OF 50 LFM INTERMITTENT OR 20 LFM GONTINUOUS. 1).PROVIDE 1"GHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. � - 2).PROVIOE BLOCKING BETV✓EEN RAFTERS OVER WALL PLATE. [A��.�.I�;'1�''tE'=IK.�C�"tR=.,r`ii'�'�C�:',4"rL��(�"�I,b..t�. ��f'��f+?':"�,�� ,�q� ��cyF�o,��, � w �,;� . � SHEET NO: y.� a - : �� . �- _ �>, j �, _ ;t;. ��.` w�:." . :<:'J O t�'<r ^•' �^ 0�:� r .*�``. , , ? ^�'/ ' O "� WIND LOAD PATH CONNECTION AND CON�TRUCTION DETAIL DRAWINGS USE THE �OLLOWINGs APPROvED USP METAL GONNEGTORS �OR PROPER WIND RESIST,4N7 8 CxOOD GONS7RUG1'ION. FOLLOW MANUFAGTURE'S RECOMM�ND�D INST.4LL.4TION INSTRUGtIONS TO AGNI�YE MAXIMUM UPLIFT LOAD GAPAGITY. W KING STUDS \ t ` \ V ENDWALL RAFTER Z CRIPPLE STUD WALL STUD o BOTTOM PLATE W o RIDGE LEDGER BATHTUB Q � HEADER DOUBLE JOIST � � SIDEWALL H RAFTER !^ M"'� W �N � JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 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 w CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR � � HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 � O r , 2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4'k24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER!LEDGER ( )JOISTS.UNDER WALL. THE FLOORS TO EACH OTHER W/THREA�ED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE r� BLOCKING Q24"OC � H WALI STUD � THROUGH-ROOF EXHAUST Q a � VENTS SELECTED AND � rT, �I LOCATED BY CONTRACTOR �'�'� � METALSTRAP O w CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ^ RIM BOARD CHIMNEY AS REQUIRED SILL PLATE(S) RAFTER � � WALL SHEATHING RAF?ERS MAINTAIN �"� � ` ` ` ` ` , VENTILATION WOOD JOIST � SIDEWALL FLASHING FOUNDATION � . �' , �' , �' . � � TOP PLATE BLOCKING BLOCKING ' - ' - � ' - � ' - � ' - FINISH WALL AND MOISTURE 2x4 LEDGER � STAPPING TO BE ATTACHED TO WALL STUDS 48"OC BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST @ AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA � AND ALL WINDOW/DOOR OPENING JACK STUDS gETWEEN WAL�FINISH AND MINIMUM NET FREE VENTILATING AREA - - FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ROOFING TO AVOID SOAKING WOOD GIRDER INSTALL 4'0"O.C. � �� ` THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 4'-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS �� SHALL BE COVERED WITH CORROSION- ON ALl QPENINGS ,��, PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.C. � ' FLASHING TO FORM CHANNE LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF Y.INCH IN DIMENSION. cjOFFITED EAVE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS . AND SO AS TO MAINTAiN AIR CONNECT TO ON ALL OPENINGS / `��;; ACTION PREVENT CAPILLAf2Y 4"-6"RAFTER RT10 10-314"x 18ga.TYDOWN ANCHOR�CH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILAtION / 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 �AYE DE?,41L ON ALL OPENINGS �� ,� KEEP ROOFING NAILS OUT 2ND.FLOOR WALL � OF FLASHING � ' . ROOFING LAPS BASE , � FLASHING 4 INCHES � \ BASE FLASHING WRAPS CORNERS, ��ER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING � SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JQIST TOP PLATE SI}''''� 'I � f� f� j�( �I�r GIRDERIHEADER JJ� WY"'t�� /"�tSi-fII `l�..F WOODJOIST 1ST.FLOOR WA�L STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHINCs AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE NEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE GFIANNELS AND 4'-S" LSTA36 t-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT GAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENiNGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTERlPLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO q�R PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS �/ 8"-16' MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.8 REDUCE BUMP OUTS L.L ON ALL OPENINGS PLATENVALL SPTH4 STUD PLATE ANCHOR OF ROOF PLATES TO EACH STUD �.n W �1:.: �.�..� DBL.SILL PLATE � � z TERMITE SHIE�D � � r—SUSFLOOR — SILL GASKET � 1U00D JOISTS � � � NEOPRENE , � I '� � 'Cr TYP.CONC.FOUNDATION n CONC.SLAB � GASKET �`� � 2x6/2x8 CONTINUOUS WOOD PLATE � � � Z L(� � 6 MIL.POLY - � � � $OLTED TO STEEL SEAM WITFI W � � DAMPPROOF EXTERIOR • ' .- � Q N V - GRANULAR FILL � � . � . � � ,- � � �� 6MI�POLY ON EXTERIOR , , , , )•p � ,- � i I/2 DIA. BOLTS•d8"o.c.BTAfs. � , X J � • y n ' /� STEEL COLUMN 2 . � .` � J � 'e • ' a I • ' a ' >' > � , � ROOF JACK � � Q O O CO � � � CONC.SLAB ' 'A ' d�s i ,�\ �` u n STEEL BEAM m = � tl e ^ , o `. � v // I� ` �� Z i-� � . � q � 4" x I/4"x 8"STEEL O O � M COMPACT FILL 3 'o V � � � � � > � ROOFING LAPS �. � TOP AND SOttOM PLATE � � • ' a • ' � � � � � FLASHING AT � WITH i/2" x 6`ANCNOR BOLT '^ a. O CO K E Y W A Y F O O T I N G � C`p 4 C CONC.FTG. �p , Q•p , G e' � V! U� �'� d�� > > . :4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP � I/2"GROtJT '/� „ „ (USP LBPS58 OR BP583) �` �----- 3" STEEL GOLUMN v, � � REINFORCING BAR � FOUNDATION 5/8"DIA.ANCHOR BOLT ,.- "� I I I W ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS _, '� � i ! 10 KIPS) � DRAIN TILE • p • ROOFING AT BOTTOM O SILL PLATE TO FOUNDATION .-'' ' � CRAWL SPACE OR FOUNDATION 1 STORY 72'OC ' TYPIC,4L BEAM D�TAIL c' TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC WHERE NEEOED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FfG. CRAWL SPACE OR FOUNDATION St�EL / BOTTOM B�ARINCx � ^ WALL BOTTOM PU1TE TO FOUNDAT�ON 1-2 STORIES 57'OC LL SLAB-ON-GRADE ROOF J�4CKS d VENTS DETAIL � �—SUBFLOOR CONC.SLAB I DOOR FRAME 6X6 10/101NWM � nAOOARCs�� JOIST COMPACT FILL �— � I USE 2X8 FOR BLOCKOUT STEEL BEAM �� '^ 4" SLAB v I = SLOPE � � � � � � P.T.PLATE � W/6X6 UIMM 4"pRIVEWAY—� NOTCH JOIST AND ADJUST HEIGHT � � � � ' � ' , , � ' 1/2"AIR SPACE �`� < � �� ' ° � ��g , � � � , (WITH A NAILING PLATE IF NEEDED) . . . . . '' ��'� AT END AND • . � �' " .� �. �' ' � ., TO BE APROX.1/2"OR HIGHER THAN GRADE ' n -"-�--"-'�--'-z � � � �,�D'4 DES OF WOOD �� . , - � - G s o •. .•. STEEL BEAM TO ALLOW FOR SHRINKAGE ,� ��,Q �„ d '. d . d � o,%p � BEAMS �e a O�e � . �. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) DRAWN BY. �F 6X6W.W.M. � — --r� — —�; — — e e -iil 12' � ,p -s p ^ 4 4 4 . . • , p p 'o � ��i,� SUBFLOOR MIN. e�b e � Q`p Q'p A`r .e ��NOTCH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM , , � e'„ p r— q -REINFORCING BAR .D 's REINFORCING BAR �� NOTCH EQUALS 1/4 DEPTH OF BEAM � s� Q•e,p��s , e I I- I ,��—�IOIST DRAIN TILE . I� �I Aprii 02� ZO11 . a 12. m t• SHEET METAL!30#FELT UNDER BEAM AT POINT • �}. 4��o�� `� STEEL BEAM � � OF CONTACT WITH CONCRETE OR CONC.BLOCK �. • 3w i n i� n SHIMS TO LEVEL BEAM PLATE(BOL'fED JO BEAM) SCALE. 1�4 = 1 �O TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •� �• �� REINFORCE FOOT�NG WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARWG SURFACE FOR WOOD BEAM CsARACs� DOOR BLOGKOUT ,�� 4��y-� BEAM POCIGET ti �� .��JCf'`F� r'=�,, �f ,�r, . r �, SHEET NO: +� t�It . 11. c. + E { r- ' ;i�� '�' L� � \. �� r;..,:1.�� i �.. � t �`-�!'.•��f;,x . � h��vn ' N{iw•-.��!.'O �� O tti=.`'�i �`-�,,.t7.`;2`�, C�,�✓ ��C)i:L S S1U�,P'\• G E N E RAL N 4T E S �NIND FRAMING NOTES NAILING SCHEDULE � PLAN CONTENTS: 1).RIDGE-TO-RAFTERASSEMBLY: ROOF FRAMING. OCCUPANCYCLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAiL NAIL BUILDING USE RESIDENTIAL DWELIING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required �OINT DESCRIPTION Q-ry SPACING NOTES CON STRUCTI ON NOTES. in each end of the coliar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER TO 8'WA�L:3-8d COMMON EACH BUILDING HEIGHT � TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAiL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ.FT.OF CONSTRUCTION � intent and framing detaiis.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 CEILING JOIST 8'WALL:3-Sd COMMON EACH TOE-NAIL for enerail acce ted ood buildin ractice and com liance with current New York accordance to table 3.3.When a rafter or truss do not fall in�ine with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST 9 Y P 9 9 P P PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND 7 State building codes.The General Contractor is responsibte for providing standard or trusses shail be attached to the watl top plate and the wali top plate shaii be attached to CEILING JOIST TO AS PER TABLE 3.7 EACM FACE DESIGN CRITERIA AF8�PA WOOD FRAME CONST.MANUAL for One and Two Famil Dwellin s L construction detai�s 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 � sound and a weatherproof completed product. shail be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 Q rT, 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 �j�y � 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE 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 TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 � � � 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 � 2-8d COMMON accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 ` j 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 2-16d CaMMON END NAIL � � M � r , First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 I..L� w v 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 F RAM i N G. STAIRS 40 a � responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under GAURDRAILS ANY DIRECTION 200 � E..� construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES O QTY. SPACING � � 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 EXPOSURE CATAGORY � � s e ci f i c u s e ex r e s s e d or i m li e d i n t h e u s e of t h e s e l an s. s pacin�is to be s aced and sized in accordance to table 3.2a.In addition to s acin TOP PLATE TO PER FACE NAIL P P P P P P 9, 2-1 6 d C O M M O N LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 � ^ - � 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE h+i 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � W 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).IYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDU�E O W or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior S T U D 2-16d COMMON O.C. N A I L Y m•; n attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION � �--� 7.The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at anel HEADER TO 16"O.C. FACE SEE FLOOR PLANS � 9YP P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&Co DETECTORS � 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 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION ♦Y 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK latest version �� 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTt'OM PLATE TO: a FOUNDATION NOTES. Typelle�eriorshearwallsshallmeettherequirementsoftable3.15a-btimestheappropriate PER FACENAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR JOIST,BAND JOIST, 2-16d COMMON � �ength 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 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. � FLOOR FRAM I NG. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HFAZARDS 7.INT[RIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in tabfe 3.14 shall be permitted to be increased when NAIL NA�L LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soii, interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 22.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO �1 NONE - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4-8dCOMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or masonry walis occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUNb EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walis being attached to existing concrete structure shall 2-8d COMMON with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS iN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs on rade to be 2500 s.i..Concrete to be 2-8d GOMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 9 P• TO JOIST END NAIL � °� oured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcin Interior slabs 9)•CATHEORAL CEILING ASSEMBLY: P 9 9' BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95°/a relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or stope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL N OTES DECK AND COVERED PORCH NOTES. JOISTONLEDGER 3-8dCOMMON PER TOE 7).Dampproof euterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF 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 the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON �OIST 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, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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 COMMON Girders on concrete iers shall be anchored with ro er steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAM I NG NOTES P g P P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 8"lon anchor bolt with washers and nuts. ROO F S H EATH I N G. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of(AF&PA)Wood Frame 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAfL Const.Manual for One and Two Family Dwellings(WFCM);or as specified in R301.2.1.1 Use a minimum 1/2"dia x 8"lon anchor bolt with washers and nuts.Footin s Shall be 3 ft. QTY- SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>O.A9.For 9 9 AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTUFtAL PANEL $d WALL S H EATH I N G REQ U I RE M E NTS FO R W I N D LOADS: 2).Unless othervvise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC � Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CE I LI N G S H EATH I N G: NA��SPAc�N� NAIL SPACING AT INTERMEDIATE �•� SHEATHING LOCATION NOTES W 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. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD "� otherwise. JOINT DESCRIPTION w Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) n • 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. Z where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD V� 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Do�g.Fir. 5d COOLERS WALLBOARD 10"O.0.FIELD INTERIOR ZONE Sd COMMON @ 6"O.C. 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 ort WAL L S H EATH I N G. •J Z � Z � 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 N OT E S � W � � openings be t ween 4'1 an d 6'0 an d 2x 6 wa l l openings be t we en 5'1 1 an d 8'9.P ro v i de f i r e to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � N and blocking where applicable. QTY. SPACING � � X J � 8.Covered Roofs shall be assembled and anchored the same manner as a ical buildin STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathin within 4 feet of the comers,the 4 foot ed e zone attachment re uirements shall � � � 5).All flush beams/headers to be installed with heavy duty galvinized hangers and � ryP 9 PANELS $d COMMON WFCM-SBC be used. 9 9 4 •� z m 2 ti anchors where applicable to all connecting joists. P LU M B I N G N OTES 7/16"OSB 3"O.C.EDGE ^ PLYWOOD 6d COMMON 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with O � � M 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. � n' � � Floors to have ceramic tile installed shall be verified for proper toad capacity unless noted Cons truc tion Co de. G Y P S U M 5d COOLERS �� O.C.E D G E � � on plans. WALLBOARD 10"O.0.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. � 2).Verify septic system with the Engineer for Suffolk County Health Department approval. F LOO R S H EATH I N G. W 7.Provide blockin /brid in in floor'oists at 8'0 o.c..Use solid blockin in floor'oists NOTE: under all bearing alls. 9 9 � g 1 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1� O JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents befiveen rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. � � "eedea. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. � 9).Unless otherwise noted,all roofs and wa�ls to have a minimum 1/2"thick,4-ply Fir �}.Mechanical subcontractor is responsible for adhearing to all applicab�e codes and safety N OTES. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF Section R602.8-FIREBLOCKING REQUIRED 10).Unless othervvise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2� HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking sholl be provided to cut off all concealed draff openings(both vertical ond horizontal) over subfloor as per manufacture's instructions. equiprroent supplier. 1).Nailing requirements are based on wall sheathing ond to form an effective fire barrier between stories,and between o top story and the roof spoce. 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-frome construction in the following locations. 11).All bathroom to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over fumace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spoces of stud walls ond partitions,including furred spoces,ot the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES. members shall be doubled,or alternate connectors, levels.Loncealed horizontol furred spaces shall olso be fireblocked at intervols not exceeding 10 such as shear plates,shall be used to maintain load path. feet.Batts or btankets of mineral or glass fiber shol�be allowed as fireblocking in walls constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected DRAWN BY: �F torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2j.At all interconnections between concealed vertical ond horizontal spaces such os occur at soffits, to be reduced to1-16d nail per foot. drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R313 Apri I 02� 2�11 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stoir stringers at the top and bottom of the run.Enclosed spoce ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R311.2.2,N.Y.S.Residential Code. S�LE: 1�4�� = 1�-O�� AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES.THESE DRAWINGS CONFORM TO GENERALLY 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passag of - � �1�'�e� flame and products of combustion. r% �, CONSTRUCTI�ON S ALLRCOMPLY WIT�H ALL A PL CABLE S ATE AND�LOCAL CODESEDO NOT SCA E DRAWINGS,USE ONLY�THE PRIN ED ANY ERRORS.ALL ,,`,y.^4 �F�';Cf f��O� � 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential God , h;. �' �'� E ET N O. �. ' , r, a!! '�I � � x �r�- � . °S�,�R�¢ � �1�{ � U.J!7 _ - . ..�' �^�r + :, ,�(� �:'�1 �~��'l� +`e�,:'�Ir4yXF.�� 'ti,�• v�.� r,� �s,'