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Home My WebLink About39585-Z ��O�,OSUFF�I�`�oG� Town of Southold 8/8/2016 � � P.O.Box 1179 a �' ,?' S3095 Main Rd �y��1 �ao�'� Southold,New York 11971 � CERTIFICATE OF OCCUPANCY No: 38433 Date: 8/5/2016 THI5 CERTII`IES that the building SINGLE FAMII,Y DWELLING Location of Property: 380 Hickory Rd, Southold SCTM#: 473889 SecBlock/Lot: 54.-6-10 � Subdivision: FYled Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in tlus office dated 3/6/2015 pursuant to wluch Building Permit No. 39585 dated 3/16/2015 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 FAMILY DWELLING WITH FRONT COVERED STOOP,REAR LANDING AND ATTACHED TWO-CAR GARAGE, AS APPLIED FOR The certificate is issued to Stamos Construction Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0028 07-21-2016 ELECTRICAL CERTIFICATE NO. 39585 08-03-2016 PLUMBERS CERTIFICATION DATED 07-22-2016 George Almyro 's A rized Signa re �r� TOWN OF SOUTHOLD o�°�UF��'�' BUILDING DEPt4RTIVIENT ~� �� ' TOWN CLERK'S OFFICE o� • o�� SOUTI-IOLD, NY �t�o1 � .,��;,r �,�r z4 BUILDIRIG PERiVIIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39585 Date: 3/16/2015 Permission is hereby granted to: Cunningham II, Robert & Cunningham, Kathleen 33 Apple Blossorai Ln East Patchogue, NY 11772 To: construct a new single family dwelling with attached two car garage as applied for At premises located at: 380 Hickory Rd �CTM # 473889 Sec/Block/Lot# 54.-6-10 Pursuant to application dated 3/6/2015 and approved by the Building Inspector. To expire on 9/14/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,893.60 CO -NEW DWELLING $50.00 Total: $1,943.60 . , � . Building Inspector 1 Form No.6 � TOWN OF SOUTHOLD � BUII,DING DEPARTMENT � � , TOWN HALL ' 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Deparhnent 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 from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. � 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. ' S. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate � of Code Compliance from architect or engineer responsible for the building. � 6. Su6-mit P�IWamiing Board Approval of completed site plan requirements. B. For existing buildings(prior to Apri19, 1957) non-conforming uses,or buildings 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 completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 . 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. � �/�(o New Construction: � Old or Pre-existing Building: (check one) Location of Properiy: 3� �'�1 C/�/�-/ � � ��'�..-�I�- House No. � Street Hamlet Owner or Owners of Property:�j� �,�S f4t/c�/�e7-� L vt C Suffolk County Tax Map No 1000, Section �� Block C.� ' Lot 1 � Subdivision Filed Map. Lot: � Permit No. �� Date of Permit. ,� / Zd`r�Applicant:� �,,,,,�a S ��S��v/� Health Dept.Approval: �� Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: /� (check one) , Fee Submitted: $ �C� Applica gna ��OF S�U�� o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.o.BoX 11�9 � a� roqer.richertCa�town.southold.nv.us Southold,NY 11971-0959 ��coU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION issued To: Stamos Construction (Cunningham II) Address: 380 Hickory Road City: Southold St: New York Zip: 11971 Building Permit# 39585 Section• 54 Block: 6 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: �BA: Double Pole Electric License No: 3913-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool - New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 49 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 7 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-20 Emergency Fixtures Time Clocks Disconnect 200A SHntches 45 Twist Lock Exit Fixtures TVSS otner Equipment: 4- Paddle Fans, 29 Light Fixtures, 2- Exhaust Fans, 3- Combination Smoke/CO Detectors, 10 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: August 3, �2016 z Electrical 81 Compliance Form.xls -��=��r�. . � _ ��. ..��; .��;. Town�-Iali Antiex ' ' ' ` ;n:�� '�''elephone�G31)7d5-1S02 S�37S Main R�ad ;�`, "`;,� ��"�.- �a�(G3�)7�i5-9S02 • �'.ti.�ox 11,79 `.��•, �.'�`,� , �`,x, "�'° .'�Q;y �authc�Id,I�fiX 11971-lJ959 ��N ._:.� , , - ,4 � Y�� , vUIN I 9i%, '��l-.s y:tm'=' �U7[�.JZI�Tt's DEi'AFtTN.t�� ,� � [�C�CO�C� . � JUL 2 2 2016 :.�'�� v��r. �,�_�_°�_��.�.��r.�.Q r� ��oFsou�or,� �a�: - -.7— z�-/ � _, ��ildang�'�rri�it�io., � 1��SS� _ . q . d]w�er• J p�w.o S �+�5 l��–�v� ' ._ . .... _ _ ____--_----__-_�..,- . _ . �:.-�: (Please prmt)_—._ __ ,__ �Ium�er• e_o �..--_- �`N��.��-�5-- ��'d�l ��..1P , _ .- - � � �Lease pxint�..� I c�rtafy�lha�t�ie s�lder a�sed in the vvater suppiy s�s�ei��on�aiz�s Iess than 2l��}c�f 1°10 1ead. ( �^ - -- `(Pl�u.nbexs 5igrialiiie) - -�. �v,rom#�before me�h�s J��` cta�a�f ...� -_ _ , ' 20 r.��. `�� ,� �---,.----: - / YqU S.CENG ivotary�ublic,State of�W Y� No,010E62S7779 �,Qyalified i Suff,olk Coun ��`o#ar�r �blic, � `�Coun'ty. �omm��o;i�� - i - � �Of SOUIy � o� Ol _ _ � � � o , � � # # � � • �o ��y�OUNi`l,�`� TOWN OF SOUTHOLD BUILDII�G�� DEPT. � . 765-1802 � . 1 N�SPECTI�ON � � [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION - � � [ ] Ft3AMING / STRAPPING [ ] FINAL [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAIdT GONSTRUCTIOW [ ] FIRE RESISTANT PENETi;ATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING �.. - F�EMARKS: � � �c�,� � � � � � ' r ` � DATE � � �� INSPECTOR _ � i L 1j � . _" � �� OF SO(/T,�,o . �� o , # � � � � - . � • �o - ��'��OUMV,Nc� TOWN �OF SOUTHOLD BUIL'DING DEPT. � 765-1802 - - 1 N�SPECTION � [ ] FO DATION- 1 ST [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION , [ � FRAMIN /STRAPPIId [ ] FINAL ; [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANY CONSTRUCTION [ ] FIRE RESISTANT PENETF�ATION : [ ] ELECTRICAL (ROUGN) [ ] ELECTRICAL (FINAL) �� [ ] CODE VIOLATION [� ] CAULKING REMARICS: ��1 � U� � �� - ; ,�� f s s L �� 1��.� � DAT � � INSPECTOR �o��Of SO(/j�,olo � . � - '� � • - . � � �� y�OUM'1,�� . � TOWN OF =SOUTHOLD BUILDING�DEP'T. - � 765-1802 . - �I�N:SPECT°�10 �=�� - ' � � [ ] FOUNDATION 1 ST [ ] R GH PLUIIIIBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION � [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTFi1CAL (ROUGH) [ ] EL ICAL (FIN�►L) [ ] CODE VIOLATION [ CAULKIRIG REMARKS: _ t � � � � j � . � -DATE � INSPE � ._ CTOR 1 - , _ �o��,OP SOUTyolo - - '� ,� � • -, , � � • �Q `� ��'¢�OUM`I,� � � � T.OV1/N OF' SOUTHOLD BUILDING DEPT. � 765-1802 - - . 1 NSPECTIO�N - [ ] FOUNDATION 1"ST [ ] i$OUGH PLUMBING , [ ] FOUNDATION 2ND [ ] INSULATION � [ ] FRAMING / STRAPPING [ ] FINAL . [ ] �FIREPLACE �.CNIMNEY [ - ] FIRE SAFETY INSPECTION "�- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATIOId ] �LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: --��,�,..� �a DATE � �� IN PE ' � � �- ' � S CTOR � ��OF SOUT,�,� �� '� '� ' � � �o - o�y�OUNiY,Oc� , TOWM OF SOUTHOLD BUILDING DEPT. 765-1802 � I.N,�SPEC'r10N� � [ ] FOUNDATION-1 ST [ ] ROUGH'PLUMBING - [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FIMAL � [ ] FIREPLACE � CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUC'TION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � � �-e. � • oQ.-� � �%'�-`�-�A . � 1 � DATE � g INSPECTOR ` 1 i . � _ . �� / �o��OF SO�Tyolo ��•� � # ��, � • �o ��OUNT'�,�c� U o TOWN OF SOUTHOLD Bl11LDING DEPT. � 765-1�02 � - 1 NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSIJLATIOIV � [ ] FRANiING / STRA►PPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELEC�RICAL (ROUGH) � ELECTRIC�►L (FINAL) REMARICS: �e�� - �� DATE � � �� INSPECTOR � - - - . - . � �T L�� o��OF SOUlyolo - � �! _ � # # � • �o �'��OUNi`�,�� - TOWN OF SOUTHOLD BUILDING DEPT. . 765-1�02 1 NSPECTION -- [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] iN ULATIOiV [ ] FRAI►IIIfVG / STRAPPING [ FINAL�� [ ] FIREPLACE & CFi1MNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA►L (ROUGH) [ ] ELECTRICAL (FIIV�►L) REMARKS: D�� ' �- ., � DATE �� `� ��o INSPECTOR � �,�`� � r ��'�� D L�C�L�ObC� ,. D Robert J. �AR � � �� Higgins BUII.DIlVG DEpT. Architect �°owNo�so�o� 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Email: Rarchibob @ Aol.com February 29, 2016 Project: 380 Hickory Rd, Southold, NY Contractor: Almas Homes, Wading River, NY I have reviewed the High Wind strapping installed for the above project and to the best of my knowledge, belief and professional judgment, the strapping as installed meets New York Sate Code. ,.:��:.,��:�.�.ti � �yF�^sY�+�~�{f p�'�':�f �`v �� a'' 'Y�� ,i° ..u+.✓s'��i8 i'��1d �•p�� ti;:d � �f��r�tiv ��,�a � (5� _ � � '�4�ns�-� .�l3 �� . /�, y,. >.,� �� _ ♦ ^ 9�� q � k �� Q �. - ..�� ,�� ?a` '��i��tl�,,vs� a. a�-r�,av s� o CC��OVI� D � AUG - 5 2016 Curtis & Rita Winkler P � B OX 2I B�DIl�TG DEPT. 4 Towrt oF sov�rHoi.n Southold, NY I1971 winklerfour�icloud.com Re: �8o Hickory Road, Southold, NY II(�']I To Whom It May Concern: We, Curtis & Rita Winkler, are purchasing our new home and property located at 38o Hickory Road, Southold, NY I1971. Upon possession,we�lan to landscape this enrire property with grass,various trees, flowering bushes and plants. Sineerely, c�� -�w�,r� �� Curtis & Rita Winkler July 18, Zoi6 �: � r o • � ^ l:li7�:'� • � t. - ------._�.. - - ��:�/� � .�Fi�'l�.�ll�� 'J_+..�_ � _ �� _ . � . � � • / � . . � �� ::_..�..�.��✓r �� • u �� '� ��/:�_�� ,_.�� IIIIII��I�,rl1 ///r.1_, __�..L�r_�!! . «��'��..,;L:__:�� ,��-� � i.� �.�, �r�r� ,�rr� � � . . , . . ' � , � � �e� . � - ..♦:� , �� , % _ . ��-.�.� :�.� .�_ � - .--,� .� � :.�r+' -___ - ;.� �i�� ; .�: .__ .!_ �,.�� . . _ .�� . � � � �� :r ` ' � � E��JJ��_�!:�"-=-:�' ' ' �� .� :.�� ,�.;� - - _ � � - - - - �_ � � �'�' ��-, ��.�._ - ��:, - .. � ��rl'�� _ : r�^'Ii� _1�IJIC+7 J. �� _ 1 � ' � • � sr � � � � � ��"/�:�1��!�� ;�-, � - �� / l/ ,�-��,. .� i _.�r . ' :�.� � �,. � � �. �� i i I� �, l � �� -�l�''�. . It � � � i=,- � � � � � r � • �•y�r �i�t, � _ -- M.�t: �.� —' � l�� L�i� ' • ' � � . �. �� -�- i � � i � E r - � � „� �, .� . . �_ � �,� /, ;� ��. �J��.r�a �� a��1.".w:r I ,i� - Id/�I _ • --, 1 � -- � - . ' . I _�� R ii ��%�,_ � i %i i � i � _ �lE� , ��► - r � ' / � ��,� ,i �i,..— � ' � `i�-� � � i � � � t : r � . i�, 1 f!►...r! ` �.�----• � [� .► ►' � �', '�i�� I � ' ��/r. �; , ► �I.�i��l�!i� � . ,►�, r�: i � � /�.� �� G.' /, • , '�1_ � �� ' � ��l�l.J► l � •�'l ��" � i � � .. � � �r � � 1 I� f r TOVb�N OF SOUTI�OLD BUILDING PERMIT APPLICATION CHECKLIST �ZTILIDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 nf Survey SoutholdTown.NorthFork.net PERMIT NO. 3 `7 J �s Check Septic Form �N.Y.S.D.E.C. -�Trustees C.O.Application 2 i Flood Permit Examined J � 20 �`J Single&Separate Storm-Water Assessment Form � Contact: Approved � 20� Mail to: Disapproved a/c Phone: Expiration � �20� Building Inspector APPLICATION FOR BUILDING PERMIT .Z-�3��.� Js� Date' — . ,20� INSTRUCTIONS a. This application MUST be completely filled in 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 commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Pernut 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 purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.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 zoni.ng amendments or other regulations affecting the properiy 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 pernut shall be required. APPLICATION IS HEREBY MADE 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 cod nd regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of plicant or name,if a corporation) 2� 3 � 2� �L� ��- � (Mailing address of applic State whether applicant is owner,lessee, agent, architect,engineer general contracto , electrician,plumber or builder ��s2�✓t �....�vZ.�v/ Name of owner of premises /t/'�i� ►� n�c...e�S c�' /�.,��1� , (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. r-1��1-� Plumbers License No. Electricians License No. � Other Trade's License No. 1. Location of landQn��,which proposed wor�ill be done: � � J� � � /fi��n� � House Number Street Hamlet County Tax Map No. 1000 Section �_� Block � Lot �� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of propased construction: a. Existing use and occupancy �aL�.�- � b. Intended use and occupancy � � -�f� ��, <<i ��a �-•-�� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work � (Description) 4. Estimated Cost �� Fee (To be paid on filing this application) S. If dwelling,number of dwelling units � Number of dwelling units on each floor�� / / If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front /�/� Rear ,�/� Depth �/�..� Height �ti�/� Number of Stories /,� Dimensions of same structure with alterations or additions: Front /�� Rear �//� Depth a,Lti//� Height /�f`/� Number of Stories �� 8. Dimensions of entire new construction: Front 7� P Rear ��, Depth 3� 3� Height �� ' Number of Stories Z 9. Size of lot: Front l D U Rear / O� Depth 12-�'/• � 3 10. Date of Purchase �� S Name of Former Owner /L/�� 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES � NO Will excess fill be removed from premises?YES NO �'' 14. Names of Owner of premises Address Phone No. Name of Architect h�' / � � Address�/h�.�h.�-4 f�fi�..Phone No 6 3 t �,� 3 -�s^� Name of Contractor Address�2 i2�- 2s�� Phone No. G �,� 9 2 9— ��-3� .�-�-5 �--s/��i.-.� G✓�� I�t.e� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO� * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY 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. 17. 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 �C * IF YES, PROVIDE A COPY. • STATE OF NEW YORK) SS: COUNTY OF ) /V LC.�/q ��.•.�_ g being duly sworn,deposes and says that(s)he is the applicant �(Name of individual signing contract)above named, (S)He is the ��'"� (Contractor,Agent,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. Sworn to before me this / �' � , !��' day of �6 20� � - �, - �� . A. I�A�I � Notary Public Notary Public, State of New Yot'k ig�a f App t � - .- ' No.01 MA616483� • - � qual6fi�d in Suffolk County � � -. � •_, �� Commission Expires 04�0-207,� �,` . ,`� - ` �QF So(�� John M.Bredemeyer III,President �� Town Hall Annex Michael J.Domino,Vice-President � � 54375 Main Road P.O.Box 1179 James F.King,Trustee � � Southold,New York 11971-0959 Dave Bergen, Trustee �� Telephone (631) 765-1892 Charles J. Sanders,Trustee COU�'� Fax(631) 765-6641 BOAR,D OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8550A Date of Receipt of Application: September 9, 2014 Applicant: Robert & Kathleen Cunningham SCTM#: 54-6-10 Project Location: 380 Hickory Road, Southold Date of Resolution/Issuance: January 21, 2015 Date of Expiration: January 21, 2017 Reviewed by: �oard of Trustees Project Description: To construct a 2,469sq.ft. single-family dwelling with attached garage. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared b'y Harold F. Tranchon Jr., P.C. Land,Surveyor, last dated August 7, 2014, and stamped approved on January 21, 2015. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. � � � John M. Bredemeyer III President, Board of Trustees John M.Bredemeyer III,President hO��oF So(��'��1� Town Hall Annex Michael J_Domino,Vice-President 54375 Route 25 P.O._Box 1179 Glenn Goldsmith � : Southold,New York 11971 �" - A.Nicholas Krupski � � a� T one(631) 765-1892 -- Charles J.Sanders ljji`,oU�,�� %f�7 i _l� �� ' AUG - 5 2016 BOAR,D OF TOWN TRUSTEES � TOWN OF SOUTHOLD '$�nIl�GDEPT� CERTIFICATE OF COMPLI.�NCE �wNOFSOUTgpyD # 1250C Date: August 5, 2016 TI�IS CERTIFIES that the construction of a 2 469 sq ft sin 1� e-familv dwelling with attached �arage a�proximately 96' away from the landward ed�e of freshwater wetlands; At 380 Hickorv Road Southold Suffolk County Tax Map#1000-54-6-10 Conforms to the application for a Trustees Permit heretofore filed in this - - -office Dated September 9;2014-pur-senant-ta wl�ach Trustees.Administrativ_e Permit#8550A - Dated Januarv 21, 2015,was issued and Amended on November 18. 2015 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 2 469 sy ft sin�le familv dwellin�with attached �ara�e approximatelv 96' aw�from the landward ed¢e of freshwater wetlands. The certificate is issued to STAMOS CONSTRUCTION, INC. owner of the aforesaid prroperty. , , � � � Authorized Signature New York State Department of Environmental Conservation _ Division of Environmental Permits, Ftegion 1 SUNY @ Stony Brook v , 50 Circle Road, Stony Brook, NY 11790-3409 _ Phone: (631)444-0403 • Fax: (631)444-0360 Website: www.dec.nV.gov � Joe Martens � � Commissioner . LETTER OF NO JURISDICTION � FRESH WATER WETLANDS ACT � � October 21, 2014 _ ` Robert and Kathleen Cunningham � 33 Apple Blossom Lane ._ _ ' East Patchogue, NY 11772 • , , '� Re: Cunningham Property " � 380 Hickory Road Southold, NY 11971 � SCTM# 1000-54-06-10 ' ' • DEC# 1-4738-04360/00001 Dear Mr. and Ms. Cunningham: , Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: ^ �� , The referenced property is located more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 � of the,Environmental Conservation Law). , Be advised, that all construction, clearing, and/or ground disturbance must remain more'than , 100 feet from the freshwater wetland boundary. Please be further advised that this lefter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. ` � . Sincerely, ' ' ' �� George W. 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J APPLICANT: S.C.T.M.�: IOOO -S,� ' CHAPTER 23G (Property Owner,Design ProEessioeal,Agent,Contractor,Ot6er) �_ � — „��, O �l I �� l c� �°' � � Stormwater Management Control Plan CHECI�LIST N A M G �� [� Z� Secuon Block l.oc -� �x S M C P -P l a n R e q u i r e m e n t s: P r o v l d e O N E c o p y o f t h e B u i l d i n g P e r m rt A p ph c a t t o n. r��Y�`�"�`!- D a t e: -°Z p,� �k T h e a p p h c a n t m u s t p r o v i d e a C o m p l e t e E x p l a n a t i o n a n d/o r R e a s o n f or n o t pr o vl d m g (031�Zl'G 3� ��y �� all Information that has been Required by the following Checklist� Tdeplwoe Numbar 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here� YE NO NA If ou need additional room for e;c lanations, Please Pi•ovide additional Pa er. show all of the following items: Y P P _ a. Location& Description of Property Boundarles �� b. Total Site Acreage. K �� c. Exist�ng-Natural&Man Made Features within 500 L.F. x � of the Site Boundary as required by§zss-i�ic1(2�. d. Test Hole Data lndicating Soil Charactenst�cs&Depth to Ground Water 10 �� CTIONS ARE REQUIRED e. Lim�ts of Clearing& Area of Proposed Land D�sturbance. >c 0 ontact TOS Engineerin at 765-15 f. Exlsttng& Pt'oposed Co�Ztou�•s Of the S�te (Mm�mum 2'lnteivals) 0� Backfill OR Prov' ' g. Locat�on of all existmg&proposed structures, roads, � �� tha _ driveways,sidewalks,drainage improvements& utilities. ' h. Spot Grades&Finish Floor Elevations for all ex�st�ng& �� proposed structures. I. Locat�on of proposed Swimming Pool and discharge rmg. �e �0 �. Location of proposed Soil Stockpile Area(s). �� k. Location of proposed Construction Entrance/Stag�ng Area(s). " �[� l. Location of ro osed concrete washout ac•ea(s). �` 0� m. Location of all pro osed erosion&sediment control measw•es. � a 111C U 2 U Il0 e imi e O: 2. Stormwater Management Control Plan must mclude Calculahons showmg ' R Wel maintaine Construction Entranee, that the stormwater improvements are sized to capture,sto�e,and mfiltrate �� Wire Baeked Silt Fenein ,stabilization & on-site the run-off from all impervious su�fiaces generated by a two(2")Inch � SQe • rainfall/storm event. 3. Details&Sect�onal Drawmgs for stormwate� pract�ces are reqmred for approval Items requiring details shall include but not be limited to: a. E!•osion&Sediment Controls. � �� b. Construction Enti•ance&Site Access. �` 0� C. Illlet DC81[18ge StcllCtuI'2S (e.g.catch basms,trench dra�ns,etc.) �° 00 d. Leachin StCUCtui'es (e. .infiltration basins,swales,etc.) � ****�FOR ENGINEERING DEP T' .T USE ONLY**** �. Additional lnformatior�-' i;. �-� � `, �� 1 Revi ewe d& � � Stormwater Mana geme� �roi=P � '�T� Iq Approved By: � — — — — — — — — — — — � — — — — — — — �.�i Stormwater Manageme � ntrol P a i C let �,�� Date: �J Z 5 � � SMCP has been approv �b the��i��ri��epa me t. FORM # SWCP Check List-TOS MAY 2014 - 6t DG D�°; TO';li�,OF SOUTH�LD '`� �� " �1�� , ` Town of Southold , Town Hall Annex Telephone (631) 765-1802 � 54375 Main Road Fax (631) 765-9502,�, �,�: , P.O. Box 1179 roger.richertCaltown.soutG�old.ny.us � -,, ,, ; •,., Southold NY 11971-0959 . , , ,� BUILDING DEPARTMENT � � TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: MARCI�i 17, 2016 COMPANY NAME: DOUBLE-POLE ELECTRIC IIVC NAME: STEVE NEGRI LICENSE NUMBER 3913-I�IE ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # ' 361�6440 CELL # 672-0241 Fp►X # ' �� ''`" 361-6442 E-MAIL: clblepole@aolacom �OBSIT.E -INFORMATION - NAME: � - sran�os coNs-r�aucraoN;�i�c, 9 � ADDRESS: 380 HICKOI2Y ROAD CROSS STREET: �OlJTF10l.D NY 11971 PHONE NUMB�R: PERMIT IVUMBER: 39585 TAX MAP # ��-��a 1000 ��ta��o 54 ��a 6 €��0 10 BRIEF DESCRIPTION OF WORK: NE�IU COiVSTRUCTION Is job ready for inspection: WILL CALL WHEN READY Do you need a Temp Certificate: YES - Please Fax Temp TEMP INFORMATION (if needed) , Service Size . � _ _ _ �_ _ 2,00 AMP_�+ .IJIVDERGROUIVD __.___ _ _ n r New Service YES �� , � �� AdditionalInformation � lb � ry�j I �1 � 7/21/2016 8:11 AM FROM: Fax Hewlett-Packard Company TO: 6317659502 PAGE: 001 OF 002 � t . �� .�� L� ��.��.1 � �� P.O. BOX 130 NESCONSET IV.Y. 11767 .� OFFICE {631) 361-6440 FAX(631)361-6442 JULY 21, 2015 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIIV ROAD P.O. BOX 1179 SOUTHOLD NY 11971-0959 OFFICE # 765-1802 FAX # 765-9502 RE: ELECTRICAL INSPECTION AT`TENTION: ROGER , PLEASE SCHEDULE THE FOLLOWING INSPECTION(S) AS DATED NAME LOCATION PERMIT # INSPECTION RE�UESTED ACTUAL � STAMOS 380 HICKORY ROAD 39585 FINAL 7/25 CONSTRUCTION SOUTHOLD ---------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- PLEASE FAX BACK C�NFIRMATION FOR INSPECTION DATE(S} FAX# 361-6442 ---------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- THAfVKS, STEVE YOUR EL.ECTRICAL CONNECTION FOR PROMPT AND PROFESSIONAL SERVICE 7/21/2016 8:11 AM FROM: Fax Hewlett-Packard Company T0: 6317659502 PAGE: 0�2 OE OD2 � � �� P.O. BOX 130 NESCONSET N.Y. 11767 OFFICE (631)361-6440 FAX(631)361-6442 JULY 21, 2016 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971-0959 OFFICE # 765-1802 FAX # 765-9502 RE: STAMOS CONSTRUCTION PERMIT# 39585 380 HICKORY ROAD SOUTHOLD INVEN70RY � 45 SWITCHES 45 OUTLETS 7 GFI/PROTECTED OUTLETS 2 EXTERIOR W/R OUTLETS 4 CEILING FAN/LIGHT PROVISIONS 1 GARAGE DOOR OPENER GFI PROTECTED OUTLET� CIRCUIT 29 FIXTURES 4 HIGH-HATS LED TRIM 1 DOOR CHIME UNIT 1 FIREPIACE WIRING 2 80 CFM EXHUAST FAN 4 SMOKE DETECTORS 3 SMOKE/CARBON MONOXIDE COMBO DETECTOR 1 20A 110V WASHER CIRCUIT 1 GAS DRYER OUTLET 1 20A ilOV MICROWAVE CIRCUIT 1 20A 110V DISHWASHER CIRCUIT 1 20A 110V REFRIGERATOR CIRCUIT 1 ZOA 110V WINE COOLER CIRCUIT 1 GAS STOVE OUTLET 1 15A 110V GAS H20 CIRCUIT 2 15A 110/220V HVAC BLOWER CIRCUIT 2 30A 220V A/C COMPRESSOR CIRCUIT 1 200 AMP U/G SERVICE 40 CIRCUIT MAIN BREAKER PANEL YOUR EL.ECTRICAL CONNECTION FOR PROMPT ANb PROFESSIONAL SERVICE �,� . �_. _ 3 �� J=.;.Tur�t-;r ''Y'�1i�i�,.FyE'Y j �'F;`%y��i;r`,a J n., �'i'�C�iV�IStt`E:'t;:i..�-i .�.� l-�B�TF3AGTS, !\3C0#�r-'�'O��.TED ��,.,,�..��;.,-,•��L��; r��s'sdef-i�i�!�Comsn�r•ciatTi�te ins<<r��c��in�,r�':�r3�: vi^�Gt:"t�,�� .TUr'.=��":n e�.v P..c��s.�a�t��rsr-;:,^� P��er�s.Calvan�se S.»?�G.[jE 2�.,��t S�P.�i`�1� S�=i�i'N Sf�V.P.�COL\�rL S�ate� �.ul�� €3, 2��.p � . �atrick J. i�lcC-ror�, Esq. � Cherny &-McGrory LLC � -585 S�ewart Aver�ue, Sui�e 57C � Garder� Ci�y, �,TY 1.1.53 t3 32e: Qu� Tit1.e TIo: 1�-38-0150-1{?�25 TaX �Tap Des: Dis� 1C�C7 Sectic5n. 054 .C�s Block JG . �C Lot �10 . 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' MON (37.9) (42.2) � � cvi cesspooi Q � , 3 " ' N -`� O - vc�i . , � � • �" ^ � d . . � a. � , ' W � �f- ' � � Q, V N � prop landing � W � � . � , , 3 a and steP9 ' O i- o � � � v � (42.0) �42-0) , J � ' N c _ ' 3 ' ' � m J 48.0' w v ' o � ' � � ' � 27 � m � � , ' • N - . � � (1� • • ' � � . M D ELL N � �' o.°c � y �. o � ' Z �° � �FFL ELEV "� .6' ' � c � , F- , F- � , W � W � ELEV 44.0 �' / p w � a , "z � - � 3 � � 42.0 . (42.0) �dy'ell � 3 0 3 -� w • ' �� 3 ' �}- 25• 21.0' s oo �INV 40.0' ' � p z ' � , � z , , L , ' � � (42.0) ir�v ss.s' .o' �r- � o . \�h � (418) st / � , U . , �' � - -� � a � � 39.3 ekP�5, � O � well � , �' �� o I 3 1' min 47.5) ��well • w � ��' Z oi c�(41.5) Ip�41� �P 80TTOM OF LP o � 33.43' (n (�1 ' KocW � resr ' . , . Z ' M ~ (39.7) auvice . HOLE FD 41.2 . ` , • (47.0) PIPE � ) � ��IFFO K EEaAR4DNENT OF existing w te ai . � N 42'10�20"W opole �00.00� Proposed elevation typical , . PEt3MIT FOR AY+PROVAl��F CONSTRUCT106d�OR A . , ��L��,�t�.�i3ES�D�NC�AIdLY 38.7� �IICKORY ROAD \ �41.3) - --- _ - - � � _ � _ � . J� 1 7 2014 , �' . � H.�.RE�a N0. �J�'I�-�vot� • i � ,.i DATE � , / � , i � FOR MAlt9MlJM OF BEDR00 Ig • O / �yo , E�(p113ES THREE YEARS FROM DATE OF A PROVAL �esspool � � ° o �' cesspool ' Q ' cesspool ' 0 DWELL/WELL DWELL/WELL DWELL/WELL � 1000-54-9-5 • 1000-54-9-6 , - ---- - - -- - - - - W - - � -- - Z . , a Weu , �, , ,�i`� . NOTE: � � � ' Locqtion of water mains SANITARY SYSTEM DETAIL • • & adjoiners wate� supply ' by others and are not , (NO SCALE) , guaranteed. FFZ ELEV = 44.0 - "'e11 well _ GRADE_ � , � �ELEV=42.0 . CAST COVER FINISHED , TO GRADE 2_�q, GRADE=41.4' �ELEV TOF OF CONC SLAB 39.93' _ � �N � SEPTIC TAN -ELEV TOP OF LEACHING - - , E =40.0' 'INV � - LEACHING POOL 39.4�' • , ELEV=3�.$' POOL , INV � . ELEV=39.3' IN4 u EL'�1/ BbTTOM OF LEACHING ELEV=39.1' ri POOL �33.43' GROUHD WATER ELEV=29.9 TEST HOLE BY McDONALD GEOSCIENCE � 3-14-2014 • � � ELEV. = 41.1 TEST HOLE ELEV.=41.1 0' �� DARK BROWN LOAM OL NOTE -11.2 TO WATER SEPTIC SYSTEM 29.9 ELEV. OF WATER • ' BROWN CLAYEY SAND SC 1 - 1000 SEFTIC TANK �� 2� • 2 - 8' DIA. X 6' DEEP LEACHING POOLS 6-23-2014 REVISED SANITARY SYSTEM DETAIL WATER IN BROWN CLAYEY SAND DATUM ASSUMED (4t.0) FlNISHED GRADE 5-2-2014 REVISED SANITARY SYSTEM DETAIL AND SANDY CLAY 5C & CL TME or�rs (oR w�aorsons) sxomi H� Fxaa ni�smucturt�.s�o nie � 46� PROPERIY L1N6 ARE FOR A SPECIFlC PURPOSE AND USE M1D iHQtFFOf�ARE NOT JOB No. 14-38 FILE No. 956 F WATER IN BROWN FINE TO ��Dm T° cuio�TME �cn°N °F��s, �7unwc�w�u.s, roots, P�nos, COARSE SAND SW Puxrt"c��s, ADDfi10N i0 9UILDINGS OR ANY U7HII2 CONSrt2UC110N. 52� , SURVEYED FOR UNAUTHORI7FD ALTERA110N OR ADWTION TO 7HIS SURVEY IS A VlOUilON OF SECiION 7209 Of THE NEW YORK SfAiE mUCAl10N LAW. , WATER ENCOUNTERED 11.2' BELOW ' ' GW1liANfEES INDIGiID HFREON 91ALL RUN ONLY i0 THE PERSON FOR WHOM iHE SURFACE ,suRVFr is art�,�o, �w�oN tus eo�u.F 10 n�E m�coam�r.rc, c�v�rtNUQ+r,w SITUATEO AT SOUTHOLD AGQICY AND LENDING INSRiUT10N L1S1ID HER�DN.AND TO 1HE I�GNFFS OF iHE ' � LENDINO INSfRUiION. OUARANI'EES ME HOT 1WU�ISFtRABLE TO ADDfi10NAL INSiiTUilON3 TOWN OF SOUTHOLD, SUFFOLK COUNIY, N.Y. ' � OR SUBSEQUFNT 6WNFRS. , , WPIES OF iHIS SURVEY MAP NOT BfAPoNG iHE LAlm SURVEYOR's ir�s�u oR SCALE 1" = 40' pATE 3-13-2014 OA80SSm SEAL SHALL NOT BE CONSIDE32ID 70 BE A VALID iRUE COPY. � ' �+ `' FILED MAP No. DATE �EV� v CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-54-6-10 DISK 2014 .�UN �� 6 �O'4 HAROLD F. TI�ANCHON JR. P.C. SUFF��•H�'�SERVICES LA ND S U RV EY 0 R ' �� }-�� Of 1NAS'fE�NA�RMGT -�w`""� / 1 P.O. BOX 616 0��'E � � 1866 WA DING RIV ER-MA NOR RD. WA DING RIV ER, • NEW YORK, 11792 N.Y. LIC. No. 048992 � 631-929-4695 ' , HAROLD F. TRANCHON JR. PENN. LIC. No. 2115-E • � � � - , ' � ' , • � r r,, � ` -�-------�-�-._` 18'-�"MAX. C.t0 C. N+ ��: _ �, -_-----_--------------__-- V � •{��y r'�• � ---=-- ..�::,.: .;:� -.. •s .;`i�ti� •;' -_ • „-= � _ -,�------T______ � �:t�•,.} '!r'� ��:��: y�:n. •+?�'i.��ti.�il. ' �:�.q. .. _.. 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' z OC � _ ; `"'h.a� t: .!� ..�.ir�M.-.:'3► .. �, _ �� - �!'ls`';��'�.' �` ��'m y �' tr- .��s, :- ,� :� . �:� _ A � � H 1 1 � .. �,� '��,��,.�u�"'¢'�� ., •�" b .r..«.*,►t; �,. . � � ~� i: ? . �� . a'�' • . .• • � �! �° j� y'��, � � y' y' �r � `��s• ��` . �. g^MIN LL �� w` �� oV � �� PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE � �� (6 x 6 - 10 / 10 VWUF) z FILTER CLOTH � 0 N S��PE EMBED FILTER CLOTH �� G�D,� � MIN. 6" INTO GROUND ��f� Z� � 4" �� NOTE: � _ �� MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LIIVEAR FEET SECTION DETAIL - SILT FENCE DETAILS 5�,�: � � �Nc�r �wo � 3 �r � • ��" 'k��16.V��1-'g.�i"les V i_.+d'��^i. iff^.�f�iolf� '` "�';`�.v-+� f�'.'��77L+r".1 hiiG, {v^�7ti,�.^.� � �G�+.i%�+�. ��1 1?'��71G�N �OOl..� OI�..Y,] .,,j-- �--,._ + '"''+. i �r +� \ S`� i � t ' } •,� � �� • � � .,�� . f � `�i�yf��`�i-� �! �1,� r.��;%•` �+�� , � f �,r z� ��, ��i��a�1 ��e�+`� '_"... "v`_"�° ��^��'��r��'�P'i��'{� � � €..''-�':"' i��";�'ITv. �gLt�i"a FIb1�5H� - � �� C d � - � .�_ . ��::.�a�r��c�<r --��__ �s�i�� - — ';4+ 4 � i � -- v. --•��._ F��+A�J�'SC?1.,=C3 i^�f+�:.3. : -' . -�<r;�� I�t N� �}�F�.}3''' t; �Ai�L�3. PR��r��T � - ----- - • - ��---�� ~ - --, �C"e��F�.'�''r�F.'�'L".�., • � � � . � ; � � '"'� ��P�EGA��T'.��`"` � � - '.�R�ihF R:'�f � � � '°'rr'5�.�Y �!A�L�'PI � ' 4' �� .�?:� F`�$Ga��"�: i � _ r,.� �a��Cd,l=...e3 �G�J++�!. � a _ ._.. , ` � --_.--- -- --___�.�+,�-�t��' � j 4� � 1 `� s _�.. ,._ .�..__.,,_, ._ �.i_�..r�.._..�....� -J.,.._�"`'�'��...� �-��"=��Fds'�' aJ.t�"..�.;.; � � ! � �� }� � �'/iRl A t3�C �ji 4'�y 4F � i �� . ��6� �+�� } 1�t`�`� ✓ ��+c�r /� f -,. , . ' - LOT AREA = 12,650 SQ.FT. DRAINAGE CALULATIONS ^ - nbbon7� �:' ROOF AREA 1740 SQ.FT. X 1.0 X 0.17 = 296 CU FT - '-, , \ 12-i7-20�4 nbboni� DRIVEWAY AREA 976 SQ FT X 1.0 X 0.17 = 166 CU FT �edge of standing water � L P 1 1/4 OF ROOF RUN OFF & DRIVEWAY RUN OFF = 240 CU. FT. " �bn�„e�j�\ / / PROVIDE 1 - 8'DIA X 6'DEEP (WITH OPEN GRATE) L.P = 253 CU F�' ' edge of standmg water nDDon2 - 3-17-2014 ^bbon5 � � � / L.P. 2 3/4 OF ROOF RUN OFF = 222 CU. FT / nebona� PROVIDE 1 - S�DIA. X 5.5'DEEP L.P = 232 CU FT freshwater wetlands as flagged by nbbon3 THOMAS W CRAMER, ASLA. 12-74-2014 CONSTRUCTION ENTRANCE 20'X36' NYS DOT APPROVED RCA FILL TO 18" ABOVE EXISTING GRADE VACANT SEE SHEETS 2&3 (attached) FOR DETAILS NOW OR FORMERLY FISHER S 44'12'00"E 100 06� PIPE MON - N cesspool Q PROPOSED WIRE BACKED 3 SIIT FENCE TYPICAL � O � 4 SIDES DURING CONST M .— o W ' � �n � a � � � � LP 2 � ¢ Q U N prop landing � W y � 3 � and steps � Q � L � U >' 3 a� � 3 � � 3 m � 30 0' 48 0' 22 0' � U c � m � w � � m •— � y' � � \ � PROP - p � o s = � O Z O M DWELL `n �` \ c � � C -' � W M G�FFL ELEV "�� 4 e' O w a� a Z �w 44.0 �- � 3 O o P�oP ELEV dwell � 3 p 3 -� � � drive 42 0 p p 3 0 O � 21•0� s oo � INV 40 0' 4.0� � - Z � � I 'NV 39 8' � U m (41 8) st � � � I �n � _Z � o ol � � m I 3 139 3 � ��well well W �L z "= I \�� o � I � Ip �P (n Z O G S9�.S7� MON � � � existi wa e i FD 0 ole PIPE— N 42'10'20"W P 100 00' � � HICKORY ROAD � � , - - - - _� f - - � \ � � i � � �° O i � cesspool O O �o cesspool � Q cesspool 0 DWELL/WELL DWELL/WELL DWELL/WELL _ ---- � - - - -- - --_ - - - 1000-54-9-5 - - 1000-54-9-6 W ' Z � Weu ' � u� � � SANITARY SYSTEM DETAIL well well FFL ELEV = 44.0 (NO SCALE) NOTE• GRADE Location of water mains � ELEV=42 0 CAST COVER FINISHED & ad�oiners water supply TO GRADE 2,2y, GRADE= 41 4' by others and are not guaranteed. � 1000 GAL �ELEV TOP OF CONC SLAB 39 93' IN SEPTIC TAN —ELEV TOP OF LEACHING E EV=40.0' INV LEACHING POOL 39.43' ELEV=39.8' / POOL INV ELEV=39 3� INV ,i� ELEV BOTTOM OF LEACHING ELEV=39 1' ri POOL 33 43' TEST HOLE ELEV.=41.1 GROUND WATER ELEV=29 9 -11.2 TO WATER 29 9 ELEV OF WATER 7HE D(ISTENCE OF RIGHT OF WAYS AND OR ElSEMENTS 12-17-2014 LOCATED FRESHWATER WETLANDS AS FLAGGED, 10-21-2014 REVISED LOCATION OF PROPOSED DWELLING OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED RELOCATED STANDING WATER, AND LATHED 8-7-2014 REVISED LOCATION OF PROPOSED DWELLING PROPOSED BUILDING CORNERS 7-10-2014 ADDED SILT FENCE & LEACHING POOLS NOTE DATUM ASSUMED 41.0) FINISHED GRADE 6-23-2014 REVISED SANITARY SYSTEM DETAIL SEPTIC SYSTEM � 5-2-2014 REVISED SANITARY SYSTEM DETAIL 1 - 1000 SEPTIC TANK iHE OFFSETS (OR DIMENSIONS) SHOWN HFREON �rtou TME sr�tuclurt�s To n�E 2 - 8' DIA X 6' DEEP LEACHING POOLS pROPERIY UN6 ARE FOR A SPECIFlC PURPOSE AND USE AND THQtEFORE/1HE NOT JOB No. 14-38 FILE No. 956 F INTQdDED TO CUIDE THE ERECTION OF FQdCES, REfAINING WALLS, POOLS, PAT10S, PLMITINC ARFAS, ADDfT10N TO BUILDINGS OR ANY O7HQt CONSIT2UCT10N SURVEYED FOR UNAUiHORRFD ALTFRATION OR ADDRION 70 THIS SURJEY IS q VIOLATION OF SECTION 7209 OF THE NEYY YORK SlATE mUGT10N UW. TEST HOLE BY McDONALD GEOSCIENCE GW\RANTFES INDICATID HEREON SHAl1 RUN ONLY TO iHE PERSON FOR WHOM THE 3-14-2014 sum�r�s �ar�m, �WD ON HIS BE}1ALF TO THE TiiLE COMPANY, cov�n�rrr,�,� SITUATED AT SOUTHOLD ELEV = 41.1 AGENCY AND LfNDiNG INStiM10N LISTID HEREON, AND iD 7HE ASSIGNEESS OF 7HE � oR su�Qu�owraExsGU�� Nar rn�wws�x�e�m ,womon� iNsmunor�s TOWN OF SOUTHOLD, SUFFOLK COUNIY, N.Y �. DARK BROWN LOAM OL • COPiES OF THIS SUKYEY MAP NOT BEARING 7HE LAND SURVEYOR'S INKFD SEAL OR SCALE 1" = 40' DATE 3-13-2014 BROWN CLAYEY SAND SC p,�gpg� �y�� NOT BE CONSIDERm TO BE A VALD 1RUE COPY. 1 1•2' FILED MAP No DATE WATER IN BROWN CLAYEI' SAND CERTIFIED ONLY T0: TAX MAP No_ REF ONLY AND SANDY CLAY SC & CL ( ) 1000-54-6-1� DISK 2014 46' WATER iN BROWN FINE TO HAROLD F. TRANCHON JR P C. COARSE SAND SW LA ND SURV EY OR 52 P.0 BOX 616 WATER ENCOUNTERED 11 2' BELOW ��-' `��^1� � 1866 WA DING RIV ER—MA NOR RD. WA DING RIV ER, SURFACE NEW YORK, 11792 N.Y. LIC. No 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN LIC. No 2115—E � _ • d� LOT AREA = 12,65Q SQ.F7 15-272 nbbon7� \ 12-17-2014 n6bo+�1} . �edge of standi�g water � I � � ' � � r:bbon5 ` �� edge of stonding water/ �,b 5 \ \ i � �oon2 3-17-2014 / ' �` � (reshwater wetlands os flQgged by rDDon4 vt,cr�3 � r: THONAS W CRAMER, ASLA, 12-14-2014 _ VACANT N041� CR FORMERLY FISHFR S 44°i 2'Cc�"E 100 i��6' PPe . � \ � � MON - `0 5w N cesspool ¢ 1YIRE 9ACKED 0 i'S SILT FEWCE 71'P)CAl � U � O � ' R �^ � ^ a �y I ,; � � w , h a ti � � •= � a ' � � I r a ' , � c�'i T � N ¢ � v � u o� Q " � 3 J �+ q C m � _cC W �? ' o J . - . a W 48.0' o2s a m = E , � m i O z � • � a ot � a � � �-, a � ` ;, ? e ` G w � �'� FOUNDA710N "+—2r� 4 g� � w � a �, �' � 3 3 Z � � �� o � Z � � Z p 30 0�— d:vell � Z � w , ro . G p� 33?' "i a.o' � 3 0 � � - � c� � � I � � Z �' �p wetl J �C z ''p' �. well Q .� G 591.87� MON I � � FD PIPE � �v 42°1 Q�20'�W o Pole l OC 00' HICKORY ROAD � - , ,. cesspool l O O , cesspoel . - _ „_ ` Q - cesspool _ _ , - _ � Q _ - -- -—DWtLL/WEl�_- -- - - : , . RI�YELL�WE!L ,-,- _, -- --:- -- D4VELL/Y1rELL -- - - - _._, _____ - - - --- �----- _ � 1000--54-9-5 1Q00-54-9-6 W Z ._' � � ° . . - Wen � \/ P' . ' \ , . • • �y�� - ' ---'----- ---' - � r �wefl well� . - � G � .. � �� - � �-� I� 1-26-2016 LOCATED, FCUMDATION 12-17-2074 LOCATED FRESHWATER WETlr1NDS AS FIAGGED, 10-21-2014 REVISED LOCATlON OF PROPGSED i;�:'lEi.LING RELOCATED STA�lDING WATER, AND�LATHED 8-7-2014 REVISED LOCATION OF PROPOSED DVJELLING , PROPOSED SUILDING CORNERS 7-10-2014 ADDED SILT FCNCE & 1�E.4CHING POOI_S 6-23-2014 R�.Yl�D SPNiTARY SYS� M DEIAIL DATUM .4SSUt� (41.0) FINISHED GRADE 5-2-201�4 fQEVI��b SAti11A�Y STSt�� DET�11L nie e�s�rs (o� o�oNs) s�+ov�ri H�Eoh �ore niE srR�cr�Es-to naE • PROPEF7Y LNES ARE �'tl�t A SPECIFIC PURPOSf AND USE ANO THEk�ORE AkE NOT �(�B �f0 14-38 FILE NO 956 � INTEN�ED TO GUIDE T1^E ERECiION OF FENCES, Ri7A1NIhC WhCLS, P�OLS, PAT10S, PLANTINC ARCfS, ADDIrON TO BUILDR�GS Of2 ANl' OTNER CONSTRUC110N SURVEYED rOR I UNAUTHORIZED ALTERATICN UR �'+DDITION TO TH(5 SURVEY IS A VIOLATION Of SECTIOtJ { ;709 OF 7HE NEV!YORK S?PTE ECUG1T10N LAW ' CL;:iLM1TEES INOIGTED N£RE07.. SN1v_L RUN ONLY TO 71'.E PERSON f�OR �YHOA1 THE ' s��r�' iS PREPnREO, r,�r. c+ Z11S SC:'IALF TO IHL �zi COM?lJJY, C6VERNMfiNTAL S(TUATED F,T SOUTHOLD . � d,C-ENC`! AND LENDING INSTITIri]'� L'Sl�] NE,REON, ANu i� THE ISSIGNcES OF hiE �:t1DtNG INSiITUTION. GUAR�t�TL�"-5 N2� �OT TRMJSFER46lE 70 ADDITIONAL INSTINTIONS TOV�N OF SOU�HOLD. SUFFOLK COUNIY, N Y 0� SUE�SEQUENT OWNERS COPIES OF iHIS SURYE`r ld�J' �14; �Eqf21NG 1HE L1-1:D IIURVEYOR'S iNKED SEAL OR SCALE �� = 4O' DATE 3-13-2014 EMBOSSE6 SEAL SHALL �CT 8F_ COUSIDERED TU EE A Vl�LIO TRUE COPY ---- ----- FILED MHP No QATE CERTIFIED ON�Y T0� r�x ��AP No (REF ONLY� �00o-54—s—�o DISK 2oi4 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR -'�" - - /� P.O. BOX 616 (� % � "r 1866 WADING RIVER-MANOR RD. WADING R1VER, ) �°- NEW YORK, 11�92 � N.ARCLD F 's ;?ANCHON°JR �J�, � �r h�o. 048992 631-929-4695 - . ^-- --`-- -t t ie UC. No. ?_115-E � T_ - i'r–~^-_...�•._.�._ �.;�.—_-� " ".�.�;_y. '�;� � . ,... - > r �rr�•,� �;•ti � rr•- 7i�,. L'.'��G"�.�7;�Sv�.j�,�.��•.''x vx kf�i`�t�s 111�l...�*�v N r�e'�r`��'..�.U�r��.:;..z`S�iL•uL:'.:��i LOT AREA = 12,650 SQ.FT �} 15-272 rsns,yM1,P°8 �'.' ��"°i� =�� r,^.�..-.,-• nrr.r-�..c �� t�t�r6'kW'�J Nr�� 3,:..,�i�ti:1�a'"11'��.,�v�>..?�--..�� 16-175 S �rt.y' ;y'!trta�°, '1� 3� W�..��.��-�,�.g.L S is-.a.J•� l�.i'�::�,4L�+�A'L� p � .�� -. —I�' �Q L1 � , � • }� r�';"'.��y.��_,._�.n �at;rr d,'�7t��i.�a�i°7 ��O � � . � 1 s4kK},,:'�'Y�._�+•»`�-} ..... ��.-._....�-��.� ��;w�•b-.i;��..�.��i:'�G.;::_°�r~,y�..'u �"G�"i.s�:'•CtL.�r�.�3 C:��..j;� �, $., ..... -.w;, _✓"1 ^-a f°=� P'�-.......+-....J.` r�.,o t"�...-.ap�, q -,,,d=�'� ��%�^�.....��9 �:.x}'�.,�r��t_�p�.d-- siea._ ��l'..:..,�i�lr�:�r.i�,<<r....�.�t.'..-..JL;! Jt �.�c.�._...^.......�.:��1i'��6��i.�r�rtS�,f�S�{��.,1f�=,f'ac.-��.,��:�,..~^v..~S 4` �� r � � _ �. ��x.��_ ��.� . � ��.��n � �.�� Lu�,: J e��'n_:9..i'�C-��f :� r��.�....�' . � �r"h�l��.{id�4l...nA n/�y,5 4��ti+'-�`v,vtilV1L5 � � ,,..,,""�..�..�"—�'�...""„�,.x"'�-' nbbon7� \ 12-77-2014 nbbonl � ��o�� — �edge of standing water � D / � / � �b°°°�� / J�f! 2 2 2016 edge of standing water / nDbon2 nbbon5 � -- 3-17-2014 /� � freshwater wetlonds os flagged by nbbon4 nbbon3 �i1iL�7�.L�V'��s r • THOMAS W CRAMER, ASLA. 12–7 4-2014 I T��Q�o`.��p� 17 +WJI � 1 i + NOW OR FORMERLY FISHER S 44"12'00"E 100.06' P� � \ Fc i� - MON �0.5'W N 0.4'S � , d N r o io c � ' � 8'dia x 12'deep � � ^ w/high dome buned � N O propane = � tank � o 0 o a "�� ^ drywell wd londing � o a 3'x6' & � steps � � 48 0, 22 0' Fc � w �Z'S � � � o drain 2 STY FR � Go � o � DWELL M 4.6' 3 Z 3 W � � `� GAR � 0 o p _ > dwell � z Z �f- 3 v i� 12 5' O L � 30.0' 2i.2' �; 40• �- � d- ,� ts � � .o a _ � 43.5' 42' � ,� s �t � `o, � o roofed over 2 '5 � �� z h � conc stoop Ip � v 3.7'x 12.5' � G 591.87' Morv 3 � � 0 ole PIPE N 42'10'20"W P 100.00' HICKORI' ROAD � . - - ��`�f�� _ � � -.4[�� 1 � �� - a��,�S.Je �ti��Co B�6�c�.��L�t�eae^ e+ Q ��1Ji��o?N��a�'�a''��'�i':�?3tl[� i^9tit/aMa�,�q3 os'"�-��.°3.�f�,'Aa!"��i y'�rv:�j Ij f �� i W z � NOTE: CESSPOOL, SEPTIC TANK & WATER - - (1. SERVICE LOCATIONS BY OTHERS. - ' _ � � 7-7-2016 FINAL SURVEY � 1-26-2016 LOCATED FOUNDATION 12-17-2014 LOCATED FRESHWATER WETLANDS AS FLAGGED, 10-21-2014 REVISED LOCATION OF PROPOSED DWELLING RELOCATED STANDING WATER, AND LATHED 8-7-2014 RE�/ISED LOCATION OF PROPOSED DWELLING PROPOSED BUILDING CORNERS 7-10-2014 ADDED SILT FENCE & LEACHING POOLS DATUM ASSUMED (41.0) FINISHED GRADE 5-2320�44REVISEDDSANITARYYSYSTEMMDEfAILIL - THE OFFSEfS (OR DIMENSIONS) SHOWtJ HEREON FROU THE STRUCTURES TO THE . . � � � PROPERiY L[NES ARE FOR A SPECIFIC PURPOSE AND USE ANO THEREFORE ARE NOT - ,JOB NO. �4-35 FILE_ No. 956 F IMENDm TO GUIDE THE ERECiION OF F�?JCES, RETAlNING WALLS, POOLS, PAiIOS. . - � ' _ PLANTING AREAS, ADD(770N TO BUILDINCS OR ANY OTHER CONSIRUCTION ' � � � � SURVEYED FOR " ' - uNnulr+orrzEo a�v,nor+ oR noomorr 1v rnis su� is n�nounoN oF secnoN � � 7209 OF THE NEW YORK STATE mUCAT10N.LAW. � GUARhNTEES INDICA7ED HEREON SHA1.L RUN ONLY TO THE.PERSON FOR WFiOM THE suRVEr is P�nr�o, AND ON HIS BE}iNF TO T}lE T11LE COWPANY, covERNUErira� SITUATED ,AT SOUTHOLD ' AGENCY ANU LENDING INSTTiUiION IJSTED HEREON, /WD TO 7HE ASSIGNEES OF THE - LENDING INSTItUiION. GUARANTE6 ARE NOT TRAt35FERABLE TO AppIi10NAL WSTIMIONS TOWN OF SOUTHOLD, SUFFOLK- COUNTY, N.Y. OR SUBSEQUENT,ONMERS _ , - •COPIES Of 1HIS SURVtY AIAp NOT BEARiNG 1HE LANO SURVEI'OR'S INKED SEAL OR SCALE 1"� = 40' � DATE 3-13-2014 " EMBOSSED SEAL SFULL NOT BE CONSIDERm T0.8E A VALID TRUE COPY - � - FILED MAP No. - DATE . CERTIFIED ON ��'� ��'' �. ' ' �P O TAX MAP No. (REF ONLY) 1000-54-6-10 DISK 2014 . ' � `� TRR/�c �'� -- � � o� �� °y � HAROLD F. TRANCHON JR. P�.C. � � �"-�`�� '� ` � LAND SURVEYOR � � � eC � i-�"``g� � � _ . � . . , � F� J,4�•� - _ P.O�. BOX 616 �n.--F.;r�� <� � . 1866 WA DING R1V ER=MA NOR RD. WA DING RIV ER, � - ��',g, �°• 04�3�°�� -�� NEW YORK, 117.92 . _ HA ROLD F. T � �i'� •Y.�UC. No.,048992 • � 631-929=4695 N�� PENN. LIC No. 2115—E , _ _ . �L , , _ - . �, LOT ARE4 = 12,65Q SQ.Ff. • DRAINAGE CALULATIONS � ��,�� . • , • ROOf ARF�4 1740 SQ.FT. X 1.0 X 0.17 = 296 CU f _ - � �•� \ t2-�7-2ot4 �e«+�t DRiVEWAY'/1REA 660 SQ.FT. X 1.0 X 0.17 = 1 12 CU.• FT. �edge of standing �roter '� 1 � � --`� � j L.P. ,1 t J4 OF ROOF RUN OFF & DRIVEWAY'-RUN OFF = '186 'GU. FT. ' "�B PROVIDE'1 - 8'DIA. X 5'DEEP {WITH OPEN GRATE) L.P. = 21'1 CU FT eege of stonding vroter/ �b� � ��nz .. L.P. 2 3/4 �F ROOF RUN OFF = 222�CU. FT. 3-17-2014 /� \ � . , / �n4�� PROVIDE 1�- 8'OIA. X 5.5'DEEP L.P. = 232 CU. FT. freshwoter wgUands os flnggcd by �� , • TN01+9RS W CRAMER. ASLA. 12-1�-20)4 ' ROSlOnI�e SED910AENT COn1TR01,5 ' . hall include but not be limoted to: VACANT w�ell maintained��nstruction Eratrance, NOW OR �ORMERLY FISHER � ire Backed Silt Fer�cing,stabilizat6on&� g 44'12'00"E � i 00 06' FD� � , ' PIPE eeding of exposed and/or inactive sorls. � PRS'ttT fEMC£R7YP1Ct31.� � � .{37.9) (42.2) N cesspool 3 Cl! ' 4 S!0£S DURING CO6tST. � ' ;y . � � M � n � � . � 4 . � ,� N ' ' � � DRAINAGE IIIISPE�1 FN$A��E�(��, � ^ Prop landing � � o _ w . .and ateps � �- Contact TOS Enginee 'ng at 765-1560 be�re- LP�2 '� � °' � � �42.a) �42.D) � c� 'o v Backfill, OR Provide E gieaeer's Certi�cati� w �•o' � g m � � � m 2�• � � t at f�drainag�e has een•installed to C@�Oe� F'ROP' � 4 � O ge Z "i� . OWEL,sL,,..,� '�'• � � c� � o G J 1.� M �FFL LtC V � • 4:8� � J ._ 0� i" ~ � Z. - w e. !+� �E�, 44.a Q •� � °' � � � � � �, �- 25.0' 42.0 (42.0). dwetl � 3O U � . 'w z L z 21.0' s oa � Z, 3 z Q, , �trv +o.o' .o' d- o . cT�� ` _ � (42.0) � (4f.9) ec +��i- � � • p c� `r �'' ` v � 39.3��51 = �.,o well � � z o 1 3 1� B07TO�t QF LP 'f' w�ll 3 � „`°7I i,�{4t.S) �P +P (n � o • G 591.87' p�0 {3s.7 ,sQrt''�'eb� ` t41.s H�`� (4t.2) . rn . exis i n FD - {{ - 4.2'��'2Q"�/ o pole ��.�Q� �P� ,proposed elevation typicol �.,�n �� f"``�, '�?(� ��j �� f 4'S ti./ L� {� , p� �� i; _,� � (38.7) �IICKQRY QAD \ c4,.3� � � - - -_. ..,_ _ - � �� . - . - °�� i� �� y �� wo�k t� �.0.� �. � � � � � . � I�� `� � � � sQufh�I:i r�dn � �,Gl'F t�Tl�� . ..-•.�.._ti......_.?�Duf' ?�rftf.�+PS,....w_ � O � � � - cesspoo! . O O o cesspool � � � ; ' cesspool � DWELL/WELL DWELL/WELL DW£LL/WELL _ _, . (� . _._ � _ __ _ .- -- .-.. . _... : - -1.Q00-5,4-9-5 . ,,- - �� ' � . _ _ _ _ 1000-54-9-6 W - -- - - - -- -- -- -- - - Z � we1l ' v�i ;�;;:�;��mx-�.a;�,._ ��.; �►TER I�IA�IIAC',EHAEIVT � :5 � :,�.�«_;;�! .. . ..ii1Ci yb ..Y�4:,.y� .. �.'i�.i ,';�,, . �` _.,r,,,:,-•; :�;.� ,.,4z�.,.:; �k. APPROVAL OF STOItOVI � � -�, '�, °°k�;,:;�N ��i� �"�-:'' `,,� CONTRO PlA e'f n Cod apter 236 . ��<. .. ,4r; . �-.��#.:�'��``��,�� 3 �� rJ :'�,` �'t't!l�f,n��'w`y�„:i:� .. �i: '.'L ��te.� . .�'`t��.y,,,i:�¢' • >• ` ';�. }�� .';:�',.;' �''��.,�:=y�,;`'� Approved by: . r-�y� �.., =. Y�-T�1�"y ., �".Re',.•�' .a1....�:. � Y�i.��}' . } -`••,,s+�:'P ��r��I,��G�4'��. ,;SY�E'N"� C4 `�.� f'ti.•�. '�` �5., ��I��,.,x _� rr;::;`,�,�•> ' .� �. .,`Cri4.:•:^�i.�.� .. ,�`� •, °• .� �� - ...� ,r�,,.-,f,,.t''�7•.- � SA ARY SYSTEM DETAIL . ;�x: LN'11t�,,;' ;�' a` "'��-2':;,�:;=_;i=.�,'� (NO SCAI.E) _ well well � }4� �FF . GRAQE • . , .' ' ' ELEV=420 CAST COVER � FfNiSHEO ' ,4'"' �'�'�` ' TO �GRADE 2.2� GRADE= 41.4' ' • F Y�' �ELEV TOP OF CONC SLAB 39 93' - �-�''' 1Q00 GAL -�I�.V TOP OF LEACHING SEPTiC FAfd NOTE; , ' ' � =4�•�� Nv IEACHtNG . P00� 39.43' Location of' water rnains` � � ELEV=39.8' POOI , & odjoiners water supply INV ELEV=39.3' by others and are not . � INV ,Mn ELEV BOTfOM OF LEACHING guaranteed.. � ELtV=39.1' M POOL 33.43' GROUND WATER ELEV=29.9 TEST HO�E ELEV=41 1 ' � -11.2 TO WATER 12-17-2014 L.aCATED FREShtWAT�R WETLANDS AS FLAGGED, 29.9 ELEV. OF WATER REI.QCATED STANQING WATER, AND IATHEd 8-7-2014 REVISED LOCATION OF PROPOSED DWELUNG PROPOSED BUILDING CORNERS 7-10-2014 ADDED SILT FENCE & LEACHING POOLS NOTE ' 6-23-2014 REVISED SANITARY SYSTEM DETAIL SEPTIC SYSTEM QATUM ASSUMED (41.0) FINISHED GRADE 5-2-2014 REVISED SANITARY SYSTEM DETAfL t - 1000 SEPi1C TANK n�£ o�s�rs �o� aWo�oNs� �owN r�x�o�a �toaa nis srnucrur�es ro nie � 2 - 8' D�A. X 6' DEEP LEACHING POOLS p(tppERTy UNES AR£ FOR A SPEdFlC PURPOSE M/D USE ANp TNQ2EFORE ARE NOT �pB No. 14-38 FILE No. 956 F INTETtBED TO GU�p£TF1E EREEL'TION OF FENCES, REtNNING WAtLS, pOpLS, PAROS, Pu�mrac u�ns, �aomaa To su:��ecs oR ,wr oni� car+stttucnori. SURVEYED FOR UMAUT}tORtZF.p {$,TERA710N S�R ��1 TO 1}t1$ $UftVE`(1S A YIOLATlON Of SECTION 7209 OF THE NEW YORX SfATE EDUCATION LAW. TEST HOLE BY McDONALD GEOSCIENCE ��ES �NOtG7ED HEREON SHALL ¢UN ONtY TO 1HE PtRSflN fOR WNOM THE 3-14-2014 suRVEr �s�rse�r�n, nrao oN �s s� m txE mtE coe,�;wr, cov�ttNa��u. SITUATED AT SOUTHOLD ELEV. = 41.1 ��+�+' �+a �+�Nc +nsrmmow us�o H�oN, �o ro n��nssrcNEes of n� 0' LEtt4iN0 RiSSRUSION. dV/SWIT£ES lSif NOT TiW�S�tAStE fp l,DQ1T10NAl, LNSOiltii0liS TOWN OF SOUTHO�D, SUFFOLK COUNIY, N'( DARK BROWN LOAM OL � suesEctuExr owrl�xs. 1' ' COPtES OF 1HC5 SUf2YE1'MAp NOT BEARING 7HE LlJ�7D SURYEYUR•s iwcEu seu o� SCALE t" = 40' DATE 3-13-2014 BROWN CLAYEY SAND SC �gpgg�p SfA1 SHA�.L NOT� CQN�OEf2E0 TO Bf A YAUO 1RUE COPY. >>•2� FILED MAP No DATE WATER IN BRowN CLAYEY SAND CERTIFIED ONLY T0: ` AND SANDY CLAY SC & CL TAX MAP No, (REF ONLY) 1000-54-6-10 DISK 2014 46' WATER IN eRowtv FINE TO HAROLD F. TRANCHON Jft. P.C. COARSE SAND SW LAND SURVEYOR � 52' P.O. BOX 616 WATER ENCOUNTERED i i.2' s��ow �, � 1866 WADING RIVER-MANOR RD. WADING RNER, SURFACE � �;'F�� , � . � f NEW YORK, 11792 '. N.Y. L1C. No. 048$92 631-929-4695 •.- HAROLD F: TRANCHON JR. PENN. LIC. tdo. 2115-E . _ . — . — . — . — . _ . _ . _ . — . — . — . � . , User ID: GVMG 48007 46882 Password: 16365 46785 Entries must be completed within 14 days 'of purchase. Entrants must be 18 or" older to enter. See complete rules on � website. No purchase necessary. M�r� savin�. r� M�r� d�ing;" 1550 OLD COUNTRY RD RIVERHEAD NY 11901 STORE MANAGER ANDY CARBONE 631-284-2530 1222 00097 23248 07/15/16 01:30 PM CASHIER � ORDER ID: H1222-10810 RECALL AMOUNT 2723.20 � ` ------Free Basic Install on Carpet------ CUSTOMER AGREEMENT # H1222-10810 RECALL AMOUNT -97.00 MUST RETURN ALL ITEMS FOR A FULL REFUND ---------------------------------------- SUBTOTAL 2,626.20 SALES TAX 226.51 TOTAL $2,852.71 XXXXXXXXXXXX9983 HOME DEPOT 2,852.71 AUTH CODE 015401/2970941 TA IIIII IIIIIII II II III I IIIIIIIIIIIIII III 1222 97 23248 07/15/2016 1270 THE HOME DEPOT RESERVES THE RIGHT TO LIMIT / DENY RETURNS. PLEASE SEE THE RETURN POLICY SIGN IN STORES FOR DETAILS. BUY ONLINE PICK-UP IN STORE AVAILABLE NOW ON HOMEDEPOT.COM. CONVENIENT, EASY AND MOST ORDERS READY IN LESS THAN 2 HOURS! *************************************** ENTER' FOR A CHANCE TO WIN A $5,000 _ HOME DEPOT GIFT CARD! Tell us about your store visit! Complete our short survey and enter for a chance to win at: www.homedepot.com/survey PARTICIPE EN UNA OPORTUNIDAD DE GANAR UNA TARJETA DE REGALO DE THD DE $5,000! � Comparta Su Opinion! Complete la breve encuesta sobre su visita a la ,tienda y tenga la oportunidad de ganar en: ' _ _ _ . www_homedegot.comLsurvey _ . _ . Page 1 of 1 , ��'%'��i'�; ' ECIAL SERVICES CUSTOMER INVOICE Page 1 of 6 NO. H1222-10810 �',�^'�`` 'N�`;' Store 1222 RIVERHEAD Phone: (631)284-2530 � � � • � " � ��"r�~�� 1550 OLD COUNTRY ROAD Salesperson: RJM087 ,.~ .fl;.;,< �.....__,. '=---�--+'• RIVERHEAD, NY 11901 Reviewer:JS86ZC This is only a QUOTE for the merchandise and services printed below. This becomes an _ Agreement upon payment and an endorsement by a Home Depot register validation. Name Home Phone , � WINKLER CURTIS Address 11575 MAIN BAYVIEW RD WorkPhone (516)465-7078 ' � ' Company Name � City SOUTHOLD Job Descnption install State NY z�a 11 g71 c°U"�' SUFFOLK �UOTE is valid for this date:07/15/2016 . INSTALLER DELIVERY #1 MERCHANDISE AND SERVICE SUMMARY odrtoc stomerghttolimitthequantiti o �andise REF# 105 S/O- MDSE TO BE DELIVERED: REF# S01 ESTIMATED ARRIVAL DATE: 0 0 REF# SKU QTY UM DESCRIPTION � P RICE EACH EXTENSION S0101 1000-490-787 43.33 SY HDD6161102/Ageless Beauty I - Color Dunes 12 ft/Ageless Beauty I - Col D Y � $19.17 $830.64 �� Dunes 12 ft. Car et S0102 1000-490-787 22.67 SY HDD6161703/Ageless Beauty I -Color Clay 2 ft. /Ageless Be r A Y $19.17 $434.58 )�� Cla 12 ft. Car et S0103 1000-490-893 19.00 SY HDD6262102/Ageless Beauty II - Color Vanilla Cr/ auty II-Color A Y $19.17 $364 23 3t� Vanilla Cream 12 ft. Car et � S0104 1000-490-787 17.67 SY HDD6-i�;i 703/Ageless Beauty I -Color ./Ageless Beauty i -��lor A Y $19.17 -$338.73 Cla 12 ft. Car et � s � $1,968.18 DELIVERY INFORMATION: DELIVERY DATE: INSTALLER WILL E INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALL #I AT TIME OF INSTALLATIOIV. ' NOTE: UPON RECEIPT OF ALL S/O MERCHANDIS ER WILL CALL CUSTOMER TO SCHEDULE INSTALL _ DATE. � , '**CONTINUED ON NEXT PAGE*** _ � D � O� � (6 �1) Z� l - -�3 S� Check your currenYorder status online at - www.homedepot.com/orderstatus U� �',�'�,��? (9801) 0100614570 . . � 1�+7� / O i//. � SP�CIAL`SER�" ES CUSTOMER INVOICE - Continued Last Name: WINKLER Page 2 of 6 NO. �"I12�2-10�10 INSTALLATION ##1 REF# 105 ' ESTIMATED INSTALL BEGIN DATE: 07/15/2016 ESTIMATED INSTALL END DATE: 08/14/2016 MERCHANDISE TO BE INSTALLED: REF# SKU QTY UM DESCRIPTION ' S0101 1000-490-787 43.33 SY S/O AGELESS BEAUTY I S0102 1000-490-787 22.67 SY S/O AGELESS BEAUTY I S0103 1000-490-893 19.00 SY S/O AGELESS BEAUTY II S0104 1000-490-787 17.67 SY S/O AGELESS BEAUTY I BASIC INSTALLATION LABOR: SKU DESCRIPTION G�TY UM TAX PRICE EACH EXTENSION 0000-537 CARPET RAPID-NAT/0001 BSC CARPET-STD 102.67 SY Y $0.00 $0.00 -615 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 0099 EDLP-WHOLE HOUSE OFFER NOT VALID ON GLUE DOWN / 1.00 EA Y $97.00 $97 00 CUSTOM LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 1 NOTE: IF THE ADJOINING ROOMS THAT HAVE CERAMIC WILL BE SIGNIFICANTLY HIGHER 1.00 EA Y $0.00 $0.00 THAN THE CARPETED ROOMS, THE INSTALLERS MAY DISCUSS RAMPING THE CARPET . • TOWARDS THE CERAMIC TO MINIMIZE THIS HEIGHT DIFFERENCE. IF THAT IS SOMETHING � THAT THE CUSTOME INSTALLATION SITE NAME: CURTIS WINKLER INSTALL LABOR CHARGE: $97.00 ADDRESS: hickor� �� TRIP CHARu4: $0.00 CITY: SOUTHOLD STATE: NY ZIP: 11971 CREDIT FOR DEPOSIT/MEASURE: $35.00 COUNTY: SUFFOLK SALES TAX RATE: 8.625 TAX: Merchandise- Y LABOR- Y � • � $62.00 •• PHONE: 631 4873937 ALTERNATE PHONE: 631 4873937 INSTALLER SPECIAL INSTRUCTIONS: Measure#11728597 Calc DateTime 07/15/16 13:03:58 END OF INSTALL#1 INSTALLATION #2 . REF# 106 ***CONTINUED ON NEXT PAGE*** w�_ � �� nnn .� nn� n - - - ,�ES CUSTOMER INVOICE - Continued Last Name: WINKLER Page 3 of 6 NO. �"�1 222-1 081 0 � ' i ESTIMATED INSTALL BEGIN DATE: 07/15/2016 ESTIMATED INSTALL END DATE: 08h4/2016 ; BASIC INSTALLATION LABOR: � . SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION � � 0000-997 PAD NIKE STEP AHEAD-NAT/4802 PAD NIKE STEP AHEAD 102.67 SY Y $6.75 $693.02 -909 INSTALLATIOfd SITE NAME: CURTIS WINKLER INSTALL LABOR CHARGE: $693.02 TRIP CHARGE: $0.00 ADDRESS: hicko rd CITY: SOUTHOLD STATE: NY ZIP: 11971 CREDIT FOR DEPOSIT/MEASURE: $0.00 COUNTY: SUFFOLK SALES TAX RATE: 8.625 TAX: Merchandise- Y LABOR- Y A � s $693.02 PF90NE: 631 4873937 ALTERNATE PHONE: 631 4873937 END OF INSTALL#2 TOTAL CHARGES OF ALL MERCHANDISE & SERVICES 0 ,. s � o • �2,723.20 Policy Id (PI): SALES TAX -$234.88 A: 90 DAYS DEFAULT POLICY; TOTAL $2,958.08 - BALANCE DUE $2,958.08 'The Home Depot reserves the right to limit/deny returns. P/ease see ihe return policy sign in stores for details.' END OF ORDER No. H1222-10810 Page 3 of 6 NO. �"�12�2��81 � Customer Copy , RESeheck Software Version 4.5.0 Compliance Certificate Project The Patriot Colonial Energy Code: 2010 New York Energy Conservation , �ocation: Suffolk County, New York � Construction Type: Single-family Project Type: New Construction . Conditioned Floor Area: 0 ft2 .Glazing-Area Y3°fo Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: OwneryAgent: Designer/Contractor: 380.Hicko-ry_Rd Aimas.Homes .Rnbert-Higgins Southold, NY Rte 25A Robert Higgins Architect Wading River, NY 50 Hidden Acres path Wading River, NY 11792 631-208-3351 � rarchibob@aol.com o a ''�� o,•.,e - ,,,'4 'i._,�F�.,� '<�„��`a`i.`>��•��(�' .��-. , ::'z - - v�s zi�; 'r� ., . ' , � _ � . - _ _ �E.. Compliance: 5.0%Better Than Code Maximum UA: 423 Your UA: 402 The%Better or Worse Than Code Index reflects how close to compliance the hause is based on code trede-off rules. It DOES NOT prowde an estimate of energy use or cost relative to a mfnimum-code home. Envelope Assemblies . � - . . . • a ". .. . Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,487 30.0 0.0 0.033 49. Wall 1:Wood Frame, 16" o.c. 2,563 15.0 0.0 0.077 168 �1Findo�l:-Yinyl:F[arne:Do�ble.Pane xwth.Lo.w-E 284 0.340 97 Door 1: Solid 56 0.400 22 Door 2: Glass 40 0.340 14 Ceiling 1: Flat Ceiling orScissorTruss 1,384 30.0 0.0 0.035 48 Ceiling 3: Cathedral Ceiling 88 21.0 0.0 0.048 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Co struction Code requi�ements in REScheck Version 4.5.0 and to comply with the mandatory reqwre�nts liste in the REScheck� e �on Che klist. • ` � .a.t�, , .,`�� .a Name-Title Signature Date L Project Title:The Patriot Colonial Report date: 06/06/14 Data filename: C:\Users�Admin�Documents\COPY D 1104\builders�Almas Const(form zoumas Page 1 of 1 cousin)\380 Hickory Rd Southld\energy 380 Hickory Southld.rck T1rPIGAL FIRE BLOGKINC�s NOT�S: Pre-�ab/ Factory �uilt Fireplaces TYP. D�GK N,41��R Maintain requtred separation Fireblocking shall be provided at all concealed vertical In accordance with 1�lYS code cahpter 2x8 approved treated nailer, distance from all heating producing �'l�mbi�e� l�lot�: and horizontal draft openings, and to form fire barrfers 10, factory-built fireplace inserts shail I 15�� ' W � Copper flashing. ec�uipment to combustable m�tertal The Plumbing System shall be installed between stories, and between a top story and the roof space, be UL listed and la��eled and shall be I�1 z � � lag bolt to frame with �" x 4-1/2" as per manufacturers speclfications in accordance with chapters 25-32 of the Fire blocking shall be provided in the following locations: i�stalied in accordamce with the Q z z bolts ,4t 16" on center staggered, and the N.`P.S. State Gode. residential Gode of new York 1. In concealed spaces of stud walls and partitions, conditfons of the li:ating. Factory-�3uflt � Q � z with 2-at each ends. furred spaces, vertically and ceiling �nd floor levels fireplaces shall be i:ested in accordance `�' � LL- a M�ehanieal S St�111S �I�ctrieal l�lot�: GL�A�2ANC� FROM � U ? O Teco each Joist. All hangers and y and horzontaily at intervals not exceeding 10 feet, wfth UL 12�. Hearths shall be instailed in = bolts must be HOT Dipped The Mechanfcal System shall be All electrical equtpment and 2. Interconnections between soffits, drop ceilings and accordance with thE: listtng of the N ,FROM U1�4�L OR C�alvanized or stainless steel installed in accordance with wfrir� shall be inatalled fn cove cellings. Fireplace � tn accordance with Nl'S code TUB/SHOU1�R g 3. In concealed s aces between stair atrin ers at the to 5ection R1003.9 I-�e:arths � Hearth extension. Chaptersl2-24 of the Residential accord�nce with Ghapters 33-42 p g p T1'PIGAL D�C�G FOOTfNC� Gode of New 1'ork of the Re5ldential and bottom oF the run. .411 Firepaces shall k�e equtpped with an MINIMUM TOI��T CLE,4RANC� 12" round concrete poured pier Code of New l'ork, 4, At openings around vents, pipes and ducta at ceiling exterior air supply. �xterior air ducts SCALE: 1/4" - 1'-0" footin�s to virc�in soil 4" cca- CONCRETE FOUND,4TION � and floor level, wtth a butlding department approved shall be UL !(sted. Factory �3uilt Chimneys ost ost anchor-See detafls on DAMPPROOFINC-� � TYPICAL HOLDOWNS; in accordance w(th fIC�UR� R30�.1 p � f� Simpson HDU8 Hold-downs with 7/8" anchors. z material to resist passage of flame, shall be in accordance with N1'S code chapter N1'S Code drawing-2 for strapping and Damp-proof wall from top of foottng 4. Ftreblockin around chimne and fire laces in 18 (chimne s � vents), " to the fini5hed rade, usin a Provide at all building corners . ^ J y p �J uplift connections. Mtn 36 J J Between each garage door opening. Q accordance with the NY5 Residential building code. }3elow Final Cxrade bituminous coating, 3 Pounds per And at All openings greater than 5. Fireblocking materials shalL meet the rec�uirements of Sqaure Yard of �4crylic Modffied Cement, 6'-0" .See Foundation plan J Gode section R602.8.1, the follwoing material is or any other Gode approved Material, and Drawing-2 detail sheet for � accepta'ble but not Iimited to: 2" nominal solid wood, l,Uood deck w/ details on Hold-downs and strapping. _ 3/4" particle board, 1/2" gypsum board, mineral wool, and steps to grade �"'-' batta or blankets. � (closed risers� � �� 48-O 48-O O ��_3�� 2xro deck Joist � 16" oc Typ Deck � � 4�-� 13-4 -------- --------�-- 2-2x6 treated gfrder Footing _ w ------ -"-----'-"-- Framer to verify centerline of window TY}�ICQ� over sink with kftchen layout plan I-}OUS �O��- _ Ridge Vent Ridge Vent ASPHALT SHINGLES Gutters & Leaders as Req'd Typicai . _ �' _ � - - - - - „ Ridge Vent � _ � � Z � � J O - - - - - � � _ � _ = _ = = z 0 � � � � � -� �- w o � � v00 i- � _ OU � � = Q - - - - - � o � - - - - - Q � J , , � � � M Q i � i ; ; � � i i � i i i i i � � � i •---- •-----� �-----� �-----• � ----� I I I I 1 � � I I ( I I I I I `__-__i j_ I ' � I I ' ' ' I ' I ( I , , , � � , L J REAR ELEVATI4N L J L J � � � � � , � „ � � „ , � , � � � � n � n � � � � � o � � � o � � � ; ; ; ; � � SCALE: 1 /4 = 1 -0 ; ; , , � � -� o � a I I I , ; ; ; I � � � � � � � � � � �' o, �� - - - I� — � - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - �� - - - - C� - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' � - - - - - - � _ � � � � o � a� � L' _ _T'" L _ J 'C _ J- — — —L - 7.. _ �7 — — — — — L=J— — — — — — — — — — — — — — — — — — — — � — � � v � �Z o '_ � �c r�.,, -� �" � V C ��-+ �O ALIGN ROOFS U � � � �o � 3 �? o � � .o � .= y- R I G H T E L E V A T I O N Rid ge Vent f— Rid e Vent � � � �'L .� � � cac � � .«... c a� 'coc� — cEoc� SCALE: 1 /4" = 'I '-0" � �, a = � � o � 12 ASPHAI.T SHINGLES 12 10 l�l 10 Vinyl Siding Gutters & Leaders ASPHALT SHINGLES as Req'd Typical — - — � - - - - - � �- Ridge Vent a � 10 _ ., ,_. � W ❑ Q w � � � z � � 12 0 ° � ASPHALT SHINGLES � cYi w �i.i Gutters & Leaders as Req'd Typical � 4 � W v 2 w � a - - - - - —, � cA C c� Vinyl Siding '� � z — � � � N , � � . - � ..� � . , ' � ~ �- >' - - - - - � cn Z W � � � U � � - - - - - � �Q � lf� C M �. � . ... � � � � � � �� ' ' FINISHED GRADE ' ' ' ' ' ' ' � � � � � � � � � U -� � N I I I I I I I I I I I I I I � � _ � � � � Concrete Stoop � I I I I I I I I I I I � � Q �o � � I I and Steps to Grade I I I I I I I � � I � � � � � � � � � � � , � � � � .�o-c� o I I I I I I I I I Porch Notes: � — � - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - — � I I t�,,�' `�� J %�,�A�n � �_ � _ _ _ _ _ _� _ � _ � RoundPorchColumns �� = _ = = = I� = = = = = =, C � � , i ��, � C — � — — — — — — — — — — — — — — — — — — — —L=�J — ` — � — � _ .� = s — — �Z _) 7' ] — — — — — — �— —� — — � - — — - see plan for size, — — L=J— — — — — Z = � — — — — — — — — — — — � 36 High railing to Code .� � � a-- FRONT EILEVATION 4'papartalusters maximum LEFT ELEVATION � . �� _ � n `'',�� o��oi� yOQ� SCALE. 1 /4 — 1 -0 . �� _ � „ `��'�o� �� S CA L E. 1 /4 � -0 ��------� GENERAL NOTES ALL CONSTRUCTION SHALL CONFORM TO THE 2010 NEW YORK STATE FIRE PREVENTION AND BUILDING CODE EFFECTIVE QECEMBER 28,2010;WITH INCLUDES BUT NOT LIMITED GENERAL WALL BOARD NOTES N a i I i n q S c h ed u I� fo r Late ra I a n d S h ea r TO THE FOLLOWING: 2010 RESIDENTIAL CODE OF NYS, 2010 BUILDING CODE OF NYS,2010-PLUMBING CODE,FIRE CODE,MECHANICAL CODE,FUEL GAS CODE, EXISTING BUILDING CODE AND PROPERTY MAINTAINED CODE OF NEW YORK STATE. ALL CODES SHALL SUPERCEDE TH DRAWINGS AND SHALL BE INCORPORATED INTO THE PROVIDE 112"GYP.WALL BOARD TO ALL WALLS AND CEILING UN�ESS NOTED OTHERWISE.PROVIDE 5/8"MOISTURE RESISTANT GYPSUM WALL BOARD AT ALL BATHRO�MS Co n necti o n req u i rem e nts PLANS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. AND 518"CEMENT BOARD IN ALL WET AREAS. ACCEPTANCE ANDIOR USE OF THESE DOCUMENTS BY THE OWNER IS ACKNOWLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN NATURE,AND HE OR HIS ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS,CEILINGS,DECKS,AND LEDGES TO � RECEIVE TILE OR STONE SHALL BE SET ON 5/8 CEMENT BOARD. CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF TNE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFQRM DESIGN BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION SERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. PROVIDE ONE LAYER OF APPROVED 518"FIRE RATED GYPSUM WALL BOARD AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT PRODUCING EQUIPMENT.PROVIDE ONE LAYER OF APPROVED 5!8"FIRE RATED GYPSUM WALL BOARD AT ALL INTERIOR HOUSE WALLS COMMON TO GARAGES.PROVIDE ONE LAYER OF IT IS THE SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VALID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR 518"APPROVED FIRE RATED GYPSUM WALL 80ARD OVER ALL HEAT PROQUCING EQUIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS.TO EXTEND 36 INCHES PAST TO STARTING ANY WORK. ALL HEAT PRODUCiNG EQUIPMENT. DESCRIPTION NUMBER OF NAIL SPACING THE ARCHITECT IS NOT RESPONSIBLE FOR WOFiK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL GENERAL STAIR NOTE COMMON NAILS AUTHORITIES HAVING JURISDICTIOM INCLUDING TOWN,COUNTY,STATE,AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITED T0,BUILDING PERMIT,HISTORIC DISTRICT PERMIT,PERMIT,PLANING AND 20NIN0 APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY DISPOSAL ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE S�LE RESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE ROOF FRAMING WITH R.314 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.ALL RISERS ARE CLOSED UNLESS NOTED OTHERWISE.MINIMUM HEADROOM AT STAIRS IS 6'-8"AS PER THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT 15 NOT RESPONSIBLE FOR ANY R311 OF THE RESIDENTIA�CODE OF NEW YORK STATE. CHANGES IN THE WORK NOT IN COMFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN AND10R DRAWN FORM. MAX.RISER-8" RAFTER TO TOP PLATE(TOE NAILED) 4-BD EACH RAFTER PERMIT.) MIN. TREAD 8"-W/O NOSE) CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIST �' MIN. NOSE-3l4" ALL PLUMBING,MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO THE 2010 P�UMBING CODE,MECHANICAL CODE AND FUEL GAS CODE OF NEW YORK STATE AND ALL MAX.NOSE-11/4" z LOCAL AND FEDERAL CODES AND IxEQUIREMENTS HAVING JURISDICTION,ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MAX.NOSE FiADIUS-9/16" CEILING JOISTS TO PARALIEL RAFTERS(FACE NIALED) 5-16D EACH LAP CONTRACTOR, CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-16D EACH LAP ^ GENERAL HANDRAIL AND GUARD NOTES Q ALL CONTRACTORS SHALL BE LICEMISED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT. ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALl HANDRAILS AND GUARDS SHALL BE THE SOLE RESPON5IBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND COLLAR TIES TO EACH RAFTER(FACE NAILE�) 4-SD EACH TIE ALL ELECTRICAL WORK SHALL CONIFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS NAVING GUAROS SHALL BE IN ACCORDANCE WITH R.311 AND R,312 OF THE 2010 RESIDEIVITIAL CODE OF NEW YORK STATE.MAX.4"CLEAR BETWEEN VERTICAL BALUSTRADE,TOP J JURISDICTION.A�L ELECTRICAL WmRK SHALL BE PERFORMED BY A LICENSEO AND INSURED ELECTRICIAN CONTRACTOR. OF ALL RAILS 36"A60VE ADJACENT FINISH FLOOR. BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH END O PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING TWO OR MORE RISERS.PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 18"OR HIGHER ALL CONSTRUCTION SHALL BE 6ASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. RIM BOARD TO RAFTER(END NAILED) 2-16D EACH END = OF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIMENSIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND�IMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WQRK. GENERAL GLAZINO NOTES RAFTERS TO.RIDGE,VALLEY OR HIP(TOE NAILED) 4-16D EACH RAFTER �"� ALL EXTERIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND GUST WIND REGION WITHIN ONE MILE OF TIDAL MEAN HIGH WATER LINES AND IN ALL AREAS OF THE 120 RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTER � THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICAL,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND MPH THREE SECOND GUST WIND REGION SHALL MEET THE REQUIREMENTS OF TNiE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 AND R301 OF THE 2010 DIMENSIONS UNLESS INDICATED OTHERWISE, RESIDENTIAL COOE OF NEW YORK STATE UNLESS NOTED OTHERWISE BY EXCEPTION TO 301.2.12, � ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, � AND THE INDUSTRIES BEST PRACTICES,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE, GENERAL EMERGENCY ESCAPE AND RESCUE NOTE WALL FRAMING � CI� ALL CONSTRUCTION SHALL BE LEVEL,PLUMB AND TRUE UNLESS INDICATED OTHERWISE,ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHQWN UNLESS BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM TO BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE REQUIREMENTS TOP PLATE TO TOP PLATE(FACE NAILED) 2-i 6D NOTE 1 PER FOOT � Q INDICATED OTHERWISE. OF R310 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.CLEAR OPENING SHALL BE NO MORE THAN 44"ABOVE FINISHED FLOOR,5.7 SQ.FT. MIN.CLEAR OPENING,24" TOP PLATE A7 INTERSECTIONS FACE NAILED /►�/ MIN.CLEAR OPENING HEIGHT AND 20"MIN,CLEAR OPENING WIDTH,GRADE FLOOIR OPENINGS SHALL HAVE A MIN.CLEAR OPENING OF 5.0 SQ.FT. � ) 4-16D JOIST-EACH SIDE THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF LIFE AND O I�.L� (n PROPERTY OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES 9TUD TO STUD(FACE NAILED) 2-16D 24"ON CENTER � THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR � � ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORMING THE WORK, ALL SWIMMING POOLS,HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIER�AS PER APPENDIX G OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE HEADER TO HEADER(FACE NAILED) i6D 16"O,C. ALONG EDGES O n,/ � THE ARCHITECT HAS NOT BEEN RETAINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE APPROVED PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENIING HARDWARE AS REQUIRED. LL TOP AND BOTTOM PLATE TO STUD 2-16D(max.wail ht; 10') EACH STUD U /"'1 O ARCHITECT AND USER OF THESE D�OCUMENTS. GENERAL LIGHT,VENTILATION AND HEATING NOTES TOP AND BOTTOM PLATE TO STUD 3-16D wall ht 10 to 20 ��, ALL CONSTRUCTION INCLUDING Al.tl.HVAC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2010 NEW YORK STATE FNERGY CODE PROVIDE LIGHT,VENTILATION AND HEAT AS PER R303 OF THE 2010 RESIDENTIAL iCODE OF NEW YORK STATE. ( � � �) EACH STUD l..�. � _ AND THE REQUIREMENTS OF THE RlES CHECK REPORT OF THESE DRAWINGS. BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-16D NOTE 1 PER FOOT O � THE DESIGN OF ALL HVAC,PLUMBIING,ELECTRICA�SYSTEMS,SITE WORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATORS AND ALL OTHER WORK AS NOTED IS THE PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RES'�IDENTIAL CODE OF NEW YORK STATE. �/'� DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET "� ""� �� SOLE RESPONSIBILITY OF THE USE�OF THESE DOCUMENTS AND HIS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.THE USER OF THESE DOCUMENTS SHALL BE PRE-FAB CHIMNEYS AND VENTS MUST MEET CHAPTER 18 OF THE 2D10 RESIDENTIIAL CODE OF NEW YORK STATE. WALL SHEATHING ATTACHMENT REQUIREMENTS OF END JOISTS,FACE NAILED IN LAPPED AREA 8-16D � � � RESPONSIBLE FaR SUBMITTING DESIGNS AND DOCUMENT5 FOR ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. GENERAL EXCAVATION AND BACKFILLING NOTES BASED ON TABLE A-3.11 OF THE 2001 EDITION CONTINUOUS HEADER TO STUD(TOE NAILED) 4.gp � O � EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH Maximum Nail spacing for 8d common nails CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16" o.c. along each edge � �M STABLE MOISTURE CONTENT AND NON-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS,THE ARCHITECT HAS PREPARED THE DRAWING ANO SPECIFICATIONS WITH AN � `.♦ � ASSUMED DESIGN BEARING CAPAC'ITY OF ONE TON PER SQUARE FOOT. IT SHALL BE THE SOLE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING BUILT UP CORNER STUDS 16d 24"ON CENTER CAPAC�TY OF THE SOILS ENCOUNTIERED BY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER.THE 3 - second gust wind speed @ 120(MPH) BUILT UP GIRDERS AND BEAMS, RESPONS B�E FORTH NOTIFICATION O�SUCH F ND NGS TO THE ARCH TECT AIND SHALL N T PRO EED WITH THE WORK UNTIL RECEIVING WRITTEN�NSTRUICTIONS FROM THE ROOF SHEATHING ATTACHMENT REQUIREMENTS 2-WCH LUMBER LAYERS 16d �ak�r - ARCHITECT. STRUCTURAL SHEATHING 5tud At panel At intermediate = BASED ON TABLE A-3.10 OF THE 2001 WFCM EDITION (SEE NOTE A) Spacing edges edges in field "•NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP NO BACKFILL SHAIL BE PERMITTEa AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO PREVENT DAMAGE TO THE AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH Q. WALLS.NO BACKFILL SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER POURING.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL Maximum Nail spacing for 8d Deformed or 8d common nails INTERIOR ZONE 16"o.c. s�� 12" END AND AT EACH SPLICE CONCRETE WORK, J � LOTS SHALL BE GRADED AS TO DR/AIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. 4-FOOT EDGE ZONE 16"O.C. 6" 6° �,[� � ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE. 3 - second gust Wind Speed @ 120 (MPH) FLOOR FRAMING ` N SHEAR WALLS 16"O.C. 3" 6" �""' � REMOVE ALL SHRUBS,TREES AND IPLANTINGS AS PER THE CLIENT,SLOPE ALL FINISHED GRADES FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE DRAINAGE AS PER JOISTS TO SI��,TOP PLATE TO GIRDER(TOE NAILED) 4-8D EACH JOIST W � ALL LOCAL BUILDING REQUIREMENTS. SHEATHING LOCATION Spacing At panel At intermedi�ate Q (SEE NOTE A) edges edges in fiel� NOTE A: BRIDGING TO JOISTS(TOE NAILED) 2-8D EACH END (/� �ENERAL CONCRETE NOTEs: wall sheathing within 4-feet of the comers, the 4 foot perimeter Z � ALL CONCRETE FOOTINGS,PIERS,FOUNDATION WALLS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PSI Q 28 DAY TEST. EXCEPT EXPOSED SLABS INTERIOR ZONE 12"o.c. 6° 6�� edge zone attachment requirements shall be used. BLOCKING TG JOISTs(TOE NAILEQ) 2-8D EACH END GARAGE SLABS AND CONCRETE STEP5/STOOPS SHALL BE 3500 PSI Q 28 DAYS, NO ADDITIVES SHALL Q a 16° O.C. 6° 6�� BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16D EACH BLOCK o � BE PERMITTED TO BE ADDED To THIE MIX EXCEPT ALL CONCRETE SHALL BE AIR ENTRAINED,AIR CONTENT SHALL BE MORE THAN 5�o AND NOT MORE THAN 7/a OF THE for exterior panel siding, galvanized 10d box nails may be substituted � r^ �. CONCRETE VOLUME, PERIMETER EDGE ZONE 12"o.c. 6" 6" for the common nails LEDGER TO STRIP BEAM{FACE NAILED) 3-16D EACH JOIST v, ; � ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING.ALL CONCRETE WORK SHALL 6E IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM 1157, 16" O.C. 6" 6" LI.� W � ALL STEEL CONCRETE REINFORCEIMENT SHALL BE NEW BILLET STEEL CONFORMING To THE LATEST ASTM A-615. 24. Windows in buildings located in Wood-Borne debris regions (areas within- JOIST ON LEDGER To BEAM(ENd NAILED) 3-8D EACH JOIST �,_. "�"� ALL FOOTINGS SAHLL BEAR ON VIRGIN,UNDISTURaED solL WITH AN ASSUMED BEARING CAPAcIn oF 2000 POUNDS PER sQAURE FOOT. hurricane rone re ions within 1 mile of the coastal hi h water � � AI.L FOOTINGS SHALL 8E A MINIMUM OF 36 INCHES BELOW FINAL GRADE, ALL STEP FOTINGS SHALL NOT BE GREATER THAN 1 VERTICAL TO 2 HORZONTAL Fasteners for asphalt shingles shall be galvanized or staiinless steel, p 9 9 BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST O Where the bullding officlal determines that in-place solls with an allowable bearing capaclty of less than 1,500 psf are likely to be present at the slte,the allowable bearfng capacity line were the basie wind speed is 110 miles per hour or greater � �r shall be determined by a soils Investlgetlon. aIUt111t1UR1 01' COppel' YOOf Ilg 1181IS, minimum 12 gage shamk with a p p g � � BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D NOTE 1 PEFt FOOT W � ` � or 120 miles er hour as er fi ure R301.2 4 of the New York State � minimum 3/8" inch diameter head. the fasteners shall pe�netrate Residential Building Code shall meet the requirements of the large J J � z throu h the roof sheathtin and com I with ASTM F 16E>7 Missle test ASTM E 1996 and the ASTM E 1886 NOTE 1; NAILING REQUIREMENTS A E BASED ON WALL GENERAL GARAGE NOTES: g 9 p Y All as halt shin (es shall have self-seal stri s or be interllockin , referenced therein. SHEATHING NAILED 6�� ON-CENTER AT PANEL EDG�S. � � ALL OPENINGS FROM THE GARAGE TO THE HOUSE,BASEMENT AND ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPROVED 3/4 HOUR FIRE RATED FRAME AND p g p g values are nominal desi n 3-second USt WI11d S eed in miles er hour 0 � � � OPENING PROTECTIVE.ALL OPENI�JG PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OF and comply with ASTM D 225 or ASTM D 3462 � g 9 P P � THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK. W W LL' W A. EXCEPTION: DESCRIPTION NUMBER OF NAIL SPACING SLOPE ALL GARAGE FLOORS TO G�ARAGE DOOR OPENINGS.PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAG�TO HOUSE AND BASEMENT, For normal applications, asphalt shingles shall be secur�d to roof Wood Structural panels with a minimum of thickness of 7/16 inch COMMON NAILS Z � .J � with not less than six fasteners er stri . and a maximum span of 8 feet shall be ermitted for o enin U�^ �W11 �" � GENERAL SMOKE AND CARBON MONOXIDE ALARM; p p protection. Panels shall be precut to cover the glazed openings DECK CON3TRUCTION v�r V � ('� PROVIDE SMOKE ALARM SYSTEMS AS PER R.313 oF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE,THE SYS7EM SHALL BE HARD WIRED AND INTERCONNECTED.ALL with attachment hardware provided in the table below. 3-1oD THREADED NAILS oR EQUIPMENT sHALL BE APPROVED,LISTED AND IN CONFORMITY WITH NFPA 72.SMOKE ALARMs SHALL BE PROVIDED AT ALL SLEEPING AREAs,IMMEDIATELY oUTSIDE oF Label all panels and store in a clean dry area of the hvuse. DECK RIM JOIST TO END JOIST 3 #10 x 3°WOOD SCREWS EACH JOIST EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS. NOTE A: For roof and wall sheathing within 4-feet of the perimeter Attachments shall be provfded in accordance wlth the table 1od THREADED NAiLs @ s^o.c, PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE, edge of the roof, include on each side of the roof peak, aS f0110WS: WOOD DECKING TO TOP OF RIM JOIST #10 WOOD SCREWS 6"o.c, EACH JOISTt'j �� • the 4-foot perimeter edge zone attachment r�equirements POST TO BEAM 2-1/2"OR 5/8"DIA THRU-BOLTSNVASHERS AT EACF�b��U^,"6 !G W�1STE GENERAL FRAMING NOTES; shall be used. B. Fastener Schedule for waod plywood panels "� � �ES NEED ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS,JOIST,RAFTERS,HEADERS,BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE DOUGLAS FIR#2 TABLE R301.2.�.2 7��STI�JG EEF C'C�V�RIN ' ' � (NORTH)WITH E=1,600,000 PSI,FB=875 ALL SCREWS, BOLTS AND NAI�S USE WITH PRESERVATIVE TREATED WOOb�U�vit��r� �c 1�ATfvt�� W ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING SHALI BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. ~ FLOOR SHEATHING ATTACHMENT REQUIRE1411ENTS Fastener Panel Span Panel Span Panel Span SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. �.��1 LEAC> CONTENT QEF!��'E d, z ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS.ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN Type Less than or less than or less than or S,'�RTIFiC��;E OF O�C.:!JPANCY o � STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGs OF THE Shall be attached with a minimum of 8d common naits equal to 4 feet equal to 6 feet equal to 8' ALL STRUCTURAL HANGERS ANCHORS, ETC SHALL BE HOT-DIPPED GALVANI�E,¢,� .,�- N Q MANUFACTURE. spaced at a minimum of 6-inches on center on OR STAINLESS STEEL. � -7.��.r��R U�StD l�'� !11I,-`��TER W ALL PLYWOOD SHALL BE EXTERI01�GRADE(CDX)FIR UNLESS NOTED.ALL PLYWOOD SHEATHING AT ALL WALLS,FLOORS AND ROOFS SHALL BE INSTALLED panel edges and 12-inches on center in panel field. �;,JPI�LY��S i��-4 C:."t��:��T W cA � 4-112"#6 Wood 16 inches 12 inches 9 inches ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATEti'�Vi`I`K��/1� �F :4�� ,_�=��`�` = W V PERPENDICULAR TO THE FRAMING.ALL PLYWOOD USED FOR SUBFLOORS SHALL BE TONGUE AND GROOVE. INSTALL ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER j, ALL PLYWOOD JOINTS MINIMUM 32"'WHERE POSSIBLE. Screw or 10d on center on center on center IN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GF�ADE 304 OR 316. -� � � DOUBLE FRAME ALL OPENINGS UNL.ESS NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. NaIIS PROVIDE BRACING ATALL FLOORS AS PERMANUFACTURERS SPECIFICATIONS, „ CEILING SHEATHING ATTACHMENT REQUIREMdENTS � ; . _ , � 4-1/2 #8 Wood 16 inches 16 inches 12 inches , �y � � + PROVIDE SOLID BLOCKING TO FOUINDATION AND GIRDERS UNDER ALL CONCENTRATED LOADS A5 REQUIRED. ScrewS on center on center on center 5d cooler nails spaced 7° on edge and 10�� 111 flelCl + � , , � � 4� � �+ � / � :, a,',a'� i�Fy ! ✓,,:�� PROVIDE HOT DIPPED GALVANIZEDI METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISE NOTED. ' ' � ; �:, ,- ''..", '�..v`�w'��'_ ��- t/► i �L SOLID FIRE BLOGKING OVER ALL Ct�NCEALED FLOORS AND CEIL�NGS OVER ALL BEARING WALLS AND GIRDERS, a.This table is based on 130 mph wlnd speeds and a 33-foot mean roof height, r.' � �� 4i� , � ,�;,: ��- .. ' ',' :�_�. �. -- PROVIDE APPROVED HOT DIPPED GALVANI2ED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR b.Fasteners shall be Installed at opposing ends of the wood structural panel. � ' '�" SIZE AND USE UNLESS NOTED OTHIERWISE. Fasteners shall ba located a minimum of 1 fnch from the edge of the panel. � ��' f� �' � CLIMATIC AND GEOGRAPHIC DESIGN CRITERI��d �i�y ��D � REFER TO NAILWG SCHEDULE PRO�VIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL 6E IN CONFORMITY WITH THE c.Fasteners shall be long enough to penetrate through the exterior wall covering � ` -�. , r--� �� and a minlmum of 11/4 Inches into wood wall framing and a minimum of 1-1/4 inches SUBJECT TO DAMAGE FROM DAT E' '✓i ='� B. . # -��r ��5 .� AF&PA 2001 WOOD FRAME CONSTFtUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS. �I2 structural plywood into concrete block or concrete,and into stee�framing a min(mum of 3 exposed threads. !., . / , .. � ' d� ALL FRAMING EXPOSED TO WE A TH�R A N D/O R I N CO N T R A C T W I T H C O N C R E T E,M A S O N R Y,S T O N E O R I N G R O U N D S H A L L B E A P P R O V E D T R E A T E D F O R T Y Y E A�v M A T E R I A L. P a t l@ I, A tt a c h e d t o F a s te ne r s s h a l l be loca te d a m in imum o f 2 1/2 lnc hes from t he e dge o f concrete b loc k GROUND W I N D S I E S M IC FROST I C E S H I E L a �• � � {'�Lr l�- � " ALL CONNECTORS AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL. or concrete. SNOW SPEED DESIGN LINE UNDE�I��'M� _F.L�B �.� -, �---_' � Frame in accordance LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE REQUtREDIFY B )��1��D _PARTMENT i�T � N FLOOR DIAPHRAGM BRACING;BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO with Table R301.2.�.2 d.Where screws are attached to masonry or masonry/stucco,they shall be attached MODERATE ��5- G 11�v� i 1 PPdt FOR THE � � BAYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE. using vlbration-resistant anchors heving a minimum ultlmate wlthdrawal capacity of 20 LBS 120 B SEVERE 3'_p" Y6S� I_OW!P�G IP��'EC IONS: � Residential code of TOHEAVY � .,� � U .� � 490 pounds. ,. r �, ; , i� �v- 0 REQUIR�D c�o � ALL ENGINEERED LUMBER AND FLII�CH PLATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURER S SPECIFICATIONS, NYS � TABLE R301.2(1) Residential Code of NEW YORK STATE Fu�R POURED CONCR�TE � W o- } ALL POSTED AND CONCENTRATED ILOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCTURAL MEMBER WHICH IT SUPPORTS 2. RpUGH-FRA"�^:IpJG,PLUM5ING, �'' � z ALL POST LOADS SHALL BE CONTINIUOUS TO THE TOP OF ALL STEEL GIRDERS AND TOP OF CONCRETE FOUNDATION. WOOD HEADER SCHEDULE DESIGN LOAD INFORMATION STRAFF'ING, ELECTRICAi_ &CAULK�Nv � :-•� v �� 3. IR,SULATION � '� Z M WINDOW UNIT � T = c • r� NO STRUCTURAL FRAMING MEMBEIRS SHALL BE PERMITTED TO BE CUT,DRILLE�OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT. NOMINAL LUMBER SIZE: SPANS; A. Ground Snow Load: 20 psf 4 FIINAL-CO�,S�RUCTIO�J &ELECTRfCAL � � � , B. Rooms other than slee in LL = 4O e M UST QE CQMPLETE FOR C 0. U -a a,°D ALL EXTERIOR LUMBER Sha�l be ACQ requlring the following: (2)2X6 UP TO 3'-0" p g: psf, �L = 10p�ti IyOT P�QC�EDlU��H ALL CONSTFUCTIO!�1 SHALL f��1EET THE � � = N a.) All Fasteners shall be HOT D4PPED GALVANIZED ASTM A 153 class D �:. Sleeping Rooms: LL = 30psf, DL = 10psf FRAMfNG I.iNTi��SVhVEY , R E Q4 JIR EMENT S � F S O F N E V'J � � _ � � OR STAI NL ESS S T E E L, (2)2X8 3'-0"TO 5'-0" �. Roof, no ceilin �OaC�: LL = 2� Sf, DL = 10 sf ��' �OJCS r_�,T��r�: I.Gv A T I O N Y ORK STATE. ��+�Y.'e:�'� R � '� � � � b.) U s e C o p p e r fl a s h i n g O n l y a g a a i n s t A C Q L u m b e r S i l l P l a t e s „ g p p c.) All Structural connectors I.e.slm pson stron g-Tie or USP,etc ��- ��- -ti �� d}��• '�}'� shall be Hot-Dlpped Ga►vanfz�ed or Stainless Steel. �" �z�zxio s-o�To s�-o° E. R o o f w i t h c a t h e d r a l C e i l i n g: L L = 2 0 ps f, D L = 1 5 p� oEsi��oR, �� r u��- .� . , F. Decks 8� Exterior Balconies: LL = 60 sf, DL = 10 sf �'�s,,'��` %��n � d.)ACQ Above Ground(.25), ACQ Ground Contact(.40) p p N � �2��x�2 s�-o°To e�-o�� G. Guardrails and Handrails:�LL = 200psf � `` GENERAL FLASHING AND CAULKING NOTES: � �v� PER PLAN H. Guardrail balusters and panel fillers: LL = 50psf�h�"�"•"�A�`t��r��'��_ �; PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OR CONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS �� CpC1tuCS:T�:�C^.'�,;�rtFrj�.+:;�•� �13s''��'`' " 1} J�,Y,��,�� * P LYWOO D STO RM PAN E L S H U�f'TE R D ETAI L �. Attic without Storage: �� = 10psf, DL = 10psf �' °r r �:,-'"", OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEI^S SKYLIGHTS AND WHERE SIOEs OF ROOF MEET � �,��kf�� S�'= r�•��d� Et:�ine+�r'�Certir:i:'i;�.\ VERTICAL SURFACES.ALL METAL FILASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4"FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFS .J. Attic with storage: LL = 20psf, DL = 10psf ' `` t� Q� `. "�,,� AS PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAO COATED COPPER DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA/RAKE BOARDS AND POSTS SHALL 6E 4X4(NOMINAL) K. S t a i r s; 4 0 p s f t�l�t tho draina�e t�as b�rt in='t��}�c?to C��• °%�T� Or�p14 y0 OVER ALL WINDOWS,DOORS AND OPENING OR THEIR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOORS.ALL FLA S H I N G 1 S L E A D C O A T E D C O P P E R. N O S C A L E (I N L I E U O F I M P A C T R E S I S T A N T G L A�S U N I T S) �`NOTE:ALL SIZES CALLED OUT ON ANY OF � QF NE� THE FOLLOWING DRAWINGS W�LL '�L��"C"��+�!'�,�, SUPERCEDE THIS SCHEDULE. Ref@I't0 NYS COd@ R3O�.5 for all Live Load foot notes ��tl ��'F�USS PLACARDING REQUIRE fasten sheathing to header with 8d common or galvanized box nails in 3" grid pattern as H2A Stud To Rafter _ To�_oF P�'°T� shown and 3" o.c. in all framing Connector continuous header over framin g ( studs, sills & blocking ) TYP See Detail ALL TO WALL STRAPPING& A Ht B tr11S �' 1, TOP PLATE STRAPPING TO FtAFTER FASTEN SHEATHING TO Pa9e z Simpson A23 Angle N SEE SEPARATE DETAILS THIS PAGE eeach side of Header HEADER WITH 8d COMMON � OR GALVANIZED BOX NAILS � w/4-16D nails each end WINDOW HDR 5is"0 THREADED ROD @ HDUS; . IN 3" GRID PATTERN AS SHOWN ; ; ; : ; : � . • , . . . „ J ' � ' fasten top plate 0 Typical Metal N ' . : • . ' 1/2" WOOD STRUCTURAL Strapping at � - � WOOD I JOISTS�16��oc TOP OF 5U8F�OOR . , • . ' . • PANEL WITH 8d NAILS �3" O.C. 20 ga metal strap to header with two = (2 ROWS ON EACH SID OF Openings Simpson A23 Angle TOP OF PLAT� ' • � • � , V�RTICAL SEGMENT oN framing size; with 14-8d nails rows of 16D sinker �— each side of window sill 8d NAILS @ 3° 8d NAILS s° ' . ' , THE PORTAL FRAME see floor plans M �� nails @ 3" o.c. TYP � Simpson A23 Angle O.C.EDGES IN PLYWOOD IN FIELD IN PLYWOOD � each side of window sill (2) 2 X STUDS HEIGHT 16 min one story � p , , 24" min. for use For a panel splice �''� --� (j) � �,"PLYWOOD SHEATHING EXTERIOR See lan for ��2° thIC�C WOO in the first of °o „ size oR use panel edges shall be Q „ Minimum number of Jack � FACE; GYPSUM BOARD INTERIOR continuous fiIVO StOr structures Studs as per WFCM table 3.22F. 2x4 STUDS @ 16°o.�. solid post Y blocked and occur � � Full Height stud requirements for SOLID BLOCKING structural panel within 24" of mid- O � � @ PLYWOOD JOINTS TRIPLE STUD MINIMUM sheathing. hei rlt. one row of � headers and window sills as per � WFCM table 3.23.0 and 3.23.D ` g J � q Typ. Sheathing to °° framing nailing is � � � Holdowns in accordancewith DETAIL A Simpson HDU8 .— required. If 2x4 V Q Q WFCM manual. Provide at all Building corners, Between window and � SIMPSON HOLDOWN HDU8 T�''OF FOUNI�ATION each side of locking is used, � � � garage opening the 2x4's must be door openings greater than 6 feet. TYP FOUNDATION/SILL CONST. See CIEt81IS tIIIS Typ. Anchor Bolt nailed together O U � Nailing as per schedule, WFCM and �/ T shear wall detail on DWG-� 8c 2 RIM JOIST FOUINDATION STRAPPING page Wltrl 3-16d sinkers LL. .L � SEE DETAILS THIS PAGE SHEAR WALL LENGTH �"'� �' il r in See details on '" `�' � J S I St app g END PORTAL END PORTAL Drawing DWG-2 �" M Q TYPICAL SHEAR WALL DETAIL WALL PANEL DETAILS BETWEEN TYPCIAL ELEVATION GARAGE DOOR OPENINGS AND AT EACH CORNERS OF THE GARAGE. WALL TO HEADER STRAPPING NTS � � � SHEATHING- � o �' �, � o 1-1/4" galv. x 20 gage CEILING OR �RONT SIDE) 20 GA STRAP � � � o � a c o i l s t r a p w i t h (5) 8 d c o m m o n H D U S H DU8 ` nails in each� end at each rafter. F�OOR JOIST IN EACH END o � �-: � � � � c S 3-CORNER STUDS � � � � E N D W A L L D I R E C T I O N p y o ,�,;�n .�-. v� a-� C O N N E C T E D T O OLDOWNS HOLDOWN S � � � � ;° o- � '�, PROVIDE cilSTRUCTURAL RIDGES � � cz � � �� o TRANSFER SHEAR ca " o Z o •c a� �e Each Rafter on Each side A ENDWALL DETAI L B LOAD O O O � �' c a o °' 3 ` �— � c•— =. o �, �' O— � ._ o _ of Ridge to Ihave a A Floor and Ceiling JOISTS BAGK SI DE 2- 16D NAILS @ 16" o � � o c � �n �, ,� Simpson L�U skewable hanger. B L O C K I N G � c ` � Z � � �.., c N :�_• • V� � V� '— 1] C 4X or a� caca — cEoc� TYPICAL 6X6 See TYPICAL HOLD-DOWN PLAN TYPICAL HOLD�-DOWN PLAN -� a� � c o � � � AT 48" OC DETAIL Ca� GARAGE N.T.S. ~ ` a— " �° ° °� 2- BAYS IN Fdn Plan �_` DOOR CORNERS DETAIL BETWEEN GARA GE BLOCKING at 48" on center AB� o DOOR OPENIN�GS N.T.S. _ � .0 & Anchor 'o � �- a° SECTION A - A Bolt � o Q � END WALL BLOCKING QETAIL SIDECOVER . , i I _ ,� o � W � FOR FLC)OR AND C I G B 2"MINIMUM '��• u:�� •� ..•r�r WFCM 2001 3.3.5&3,5,5 N.T.S. Z ,F,, BLOCKIN�AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES O N RAFTER T'O RIDGE STRAP PERPENDICULAR TO ROOF FRAMING MEMBERS AND FLaOR "� � SPACE AT A MAXIM M OF 4IF E ON CENT RFAS PER THIS D TAILL BE DECK POST TO CONC. PIER CONNECTOR POST TO HEADER CONNECTOR W U � SIMPSON ABU Installed in accordance ----- Typcial Nailer 2x Nailer with F— W WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE SIMPSON BSC z C THE GABLE END WALL,DIAPHRAGM BLOCKING IS NOT REQUIRED, WItII S11"C1pS011 Sp@CIfICatIOIIS 1/4° lag bolts at 16�� on Center. � z Simpson LSU Skewalbe hanger W z O � connector to Each Rafter. = Q U c � � � O `� Simpson H2.:5A at each W W � PROVIDE@STRUCTURAL RIDGES CUT DECKING rafter wl 5-8d nails in U W � � � � LENGTH each end � � = M E a c h R a ft e r o n E a c h s i d e Simpson L T P 4 or UPS RT10 ANCHOR of Rid e to have a � 12" Min TYPICAL , 9 Equal at each 2x6 led er nailed to • at each Rafter. With Simpson LSU skewable hanger. FLOOR SYSTEM post to Deck Joist 9 Simpson Hollouv Column Uplift • • (6) 8d x 1-1/2" nails in Rafter framing and Toe nail Connection 1/2"'threaded •' Ceiling Joists with 3-8d Rods and cou ler nut throu h : (8) 8d x 1-1/2" nails in plate P 9 6 8d x 1-1/2" nails in Stud �� : CLEAR �� nails column. Attach rod through to ( ) o Simpson H2.5A @ o � S Joist to girder top of Header with STU-1/2 o Bearing Plate, Secure rod ° into concrete slab a minimum o° Use 1-1/4" Metal Simpson BCS Post Cap ( of 6-1/2" 1-1/4" x 20 Gage Metal Coil ° Coil Strap 20 G�ge with " W p ( ) ' �� (6) 8d common nails �i or Equal at each post • •• • • • • • . � � Stra with 6 8d common nails � 12 Min TYP. DECK LEDGER �� O U in each end. catch jack studs : � in EACH END a�t � 4x4 POST : ,� tructural Hollow � u� and window or door Header. EACH Stud. SEE Foundation Plan �;' ti � Typical each side and ALL RAFTER TO RIDGE STRAP • a, Column c�i O windows and doors. „ „ TYPICAL STRAPPING FOR Simpson AB Galvanized ';, ;� z � 1-114 x 24 ,20 GAGE STRAP,GALVANIZED adjustable post base w/ •, concrete stoop � Z WITH(5)8d COMMON NAILS IN EACH END. WALL TO WALL STRAP DECK CONSTRUCTION 6-10d nails to RAFTER-TO-STUD CONNECTOR & NOTE:RIDGE STRAPS ARE NOT REQUIRED poSt 8� see foundation plan WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 1-'I/4�� 2IV. X 2O a e DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO 1/2"x 7" anchor bolt into JACK ST'UDS TO HEADER TIE ARE LOCATED IN THE UPPERTHIRD oF THE ATTIC g g g PLANS FORACTUAL CONSTRUCTION MATERIALS AND DIMENSIONs. concrete footing TYPICAL STRAPPING FOR PORCH/DECK CONSTRUCTION � SPACE AND ATTACHED WITH 4-Sd COMMON NAILS coil strap with (5) 8d common DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO � N.'T'.S. IN EACH END nails in each end at each rafter. PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. `d NOTE; 8�d COMMON NAILS ARE 2-1/2" LONG TYP. EXTERIOR WALL CONSTRUCTION. REMOVE SIDING AT LEDGER � PRIOR TO INSTALLATION � l` � � 1-1/4" x 20 gage G-185 ALL THRESHOLD CAREFULLY FLASHED E.,,,� � ''—' 2-16d Common Holdowns are required at � Nail to back of each stud Hot Dipped Galvanized Strap AND CAULKED TO PREVENT p.,, �----- 4-Corner Studs �� each end of a perforated N with 6 -8d common nails WATER INTRUSION �", � � . nails at 10 shearwalL When full height � _ � C ) M�j � G� . .�----Side Wall ; o.c. corner shearwall segments meet at , ;�;.; , � , • , • , , , � , , at each stud, wrap under sill � � � � 2-16d Common —.. � HDU8 Holdown T stud connected a corner.A single holdown : „ : and nail to back of each sill. - ONTINUOUS FLASHING EXTENDED E"'� H '� � M nails at 10" •. ; yp' � t o t r a n s f e r s h e a r shall be permitted to be - - �"';:;, Stra p ma y be attached OVER `" PAST JOIST HANGER • �' used to resist overtuming 1=�1 1 ' � � M o.c. corner � Blocking not shown �-iu= • '.•. the I ood OR directl to � BLOCK SOLID � � ,� � stud connected ' f o r c e s i n b o t h d i r e c t i o n s ��j ; . t �. � p� y b p for clarity � when the walls are fastened per . �... � StUdS. � BETWEEN JOISTS GALV. DECK HANGER � � � � � to transfer shear detail. = N Typ Sill on - I L- D � � z ATTACHED PER CODE Q p � M FOUNDATION S L STU � x Conc Fdn wall STRAPPING � � , .� , , 2X LEDGER; ONE SIZE GREATER � `� � � `�� '�, ;; . � •� � , THAN JOIST AND NO GREATER Preservative-treated ' 7/8" SSTB Simpson Applies to Garage Wall and � ,-•*� •' O barrier required for Anchor Bolt & Slab on Grade Construction � i� ; � �; � rap strap under Wrap Under �� •�, :� ', ,• THAN THE DEPTH OF BAND JOIST ��E�ARC,S, connectors in contact coupler nut assembly Typ Wood _ ,_ . -. ;; At Each 12 �+ • �. � .� � s%"�5 �� k �� sill and Nail to , M• .,, LAG BOLTED TO BAND JOIST WITH c� ti � Floor Framing g�iii�lii. •. '. back of Sill Floor Joist 1/2" DIA. LAG SCREWS AT 16" �Q� �c� �� with treated wood - � & Conc Fdn �+vall ''=� : • : •' ai � • ' SIMPSON H10S ON CENTER � ,�� ''' � refer to Simpson NOTE; ALL STRAPPING SHALL � '� '� each cantilevered � �7�� * BEAR MIN. 12"ON STUD OR TREATED SILL PLATE (S) � �'� � RAFTER FACE TYPICAL j01St. FOUNDATION-SILL-STUD FLOOR FRAMING STRAPPING `��',� or9a�o 4�� ''� ,� SIMPSON HDU8 CORNER HOLDOWN SIMPSON HDU8 CORNER HOLDOWN STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPING AT CANTILEVER FLOOR ,-� LEDGER BOARD ATTACHMENT TO BAND JOIST YrFOF�V�� .v�,�,'�""'�'"� , NTS . NTS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATIOf� OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. �PICAL EXTERIOR WALLS JOIST Tl'PIG�4L �IRE SLOCKINC-s NOT�S: Pre-Fab/ Factory }3uilt Fireplaces Tl'P. DECK NaI��R Maintain required separation Fireblocking shall be provided at all concealed vertical In accordance with N1'S code cahpter 2x8 approved treated nailer, distance from all heating producing �'lumbin_c�1�ot�: and horizontal draft openinga, and to form fire barriers 10, factory-built fireplace inserts shall �� H W � Gopper flt�shing, equtpment to combustable matertal The Plumbtng System shali be installed between atories, and between a top story �nd the roof space. be UL listed and lab�:led and shali be z �,.,, lag bolt to frame with �" x 4-i/2" as per manufacturers specifications In �ccordance wfth chapters 25-32 of the Fire blockfng ahall be provided in the Following locattons: installed (n accordance with the C� � � z bolts At 16" on center staggered, and the N.Y.S. State Gode, residential Code of new 1'ork 1. In concealed spaces of atud walls and partitions, conditions of the Iisting. Factory-k3uflt - z � W � W with 2-at each ends. furred spaces, verttcally and ceilfng and floor levela fireplacea shali be teated in �ccordance � a, �I�etric�l 1�ot�: and horzontally at tntervals not exceeding 10 feet. with U� 12Z. Hearths shsll be in8talled in _ CLEARANGE �ROM � v z p Teco each ,joiat. All hangers and 1'��c�a�tca I 5c�st�ms 2. Interconn�ctiona between soff ite, drop ceilings a�d accordance with the Ifsting of the N FROM UJA�L OR bolts must be NOT Dipped The Mechantcal System shall be All electrical equ(pment and cove cetlinge. Firepl�ce � (n accordance with NYS code TU�3/SNOUIER C�salvanized or stainless steel inst�lled (n �ccordance with wir(ng ehail be inatalled in 3. In conce�led apaces between etair atringera at the top section R1003.9 Neartha � He�rth extension, Chaptersl2-24 of the Residential accord�nce with Ghapt�ra 33-42 TYPICAL DECK FOOT(NC� Gode of New 1'ork of the Reafdent�al and bottam of the run. All Ftrepaceg shall bF equtpped with an 12" round concrete oured ter 4. ,4t o enln s around vents, MfNIMUM TOI��T GL�,4RAi�tC� p p Code of New 1'ork. p g pipea snd ducta �t ce�ling exterior air supply. �xterior air ducts SCALE: 1/4" = 1'-0" footings to vlrgin soil 4" cca- CONGR�T� FOUND�4TION �nd floor level, with a building department approved shall be UL itated. Ft�ctory Built Chfmneys in accordance with fICrtUR� R30'1.1 poat, poat anchor-See details on DAMPPROOFINCx � TYPICAL HOLDOWNS; �- materiai to resiat passage of flame. sh�ll be in accordance with NYS code chapter NYS Code drawing-2 for strapptng and Damp-proof wall from top of footing Simpson HDU8 Hold-downs with 7/8" anchors. z 4. Fireblocking around chimney and fireplaces in 18 (chimneys � vente�. uplift connections. Mtn 36" to the finiahed grade, using a Provide at all building corners . �ccordance wtth the Nl'S Regtdentisl building code. �3elow Ffnal C�rade bituminous co�t(ng, 3 Pounds per Between each garage door opening. Q 5. Fireblocking materlale shal� meet the requirements of And at All openings greater than J Sq�ure 1'ard of ,4crylfc Modlfied Gement, 6'-0" .See Foundation plan God� section R602.8.1. the follwoing material is or any other Gode approved Material, and Drawing-2 detail sheet for � acceptable but not Itmited to: 2" nomtnal solid wood, U1ood deck w/ details on Hold-downs and strapping. _ 3/4" parttcle board, 1/2" c�ypsum board, mineral wool, and steps to grade � batta or blsnkets. � lclosed risera� 48'-0" � 48-O 6'-3�h" 2x6 deck ,joist � 16" oc Typ Deck J � 4�_5�� 3�_4�� __________________ 2-2x6 treated girder Footin Q � Framer to verffy centerlfne of wtndow TY�'IG'4� g —• � over sink with kitchen layout plan ^ YPICAL z Q POST provided by Owner or builder. HpUB _ �;C�;�- _ __- _=��-O�� Q NO�DOIUN I . `j NainlerDeck HpUB O � � � HO�DOUIN W 3 0 5 0 �Y� 3 0 50 6�_p" m 3030-2 m I J � _2'_-O"_x_L'-�"_ � N � ' � - --------- ------------------------------- ---------------------------- ---r---------------------------------- ------ --, n n �f o � � o •---- ----------- 2�ZX�� 'I L�LX�O 2�2X�2 � �r7�-�fi'u 2�2x�L I 4 �-D--4-,-- �---------D---�-,---�-s-----�-D---a-,-o-�------e-D--`�-, v-/-----'a d p : a .-�-p------4-D---�-'-�-�------�--�---�-,-n- ------'--D--�-,-�-�-� i ♦ � LL i � � � � I � O O � � � n � ' � � � (I I . I �————— � a � O � I V 5'-10" 0 �QUAL EQUAL � � � 0 � � ��_ � �I 0 - -� � � � Direct Vent Furnace p - ; , ; O U I' � � � � � � (nstall in compliance w/ - � � ° ' _ � , � ..� II � ^ � � � °, � RG G-�242'1 venting of � � � � � 4 � � Q �' u" � m O O ;-----� , � equ�pment and F�gure � 8�4S�MENT ° = � � � � ~' Q � I <C oo � �' 0 � ' '' � ' ; Cx242Z.8 m 0 � � •p � � • �� 4 -' .� � •' ��---- p TYP. basement slab 4" -' ;t, ; ;_ � M Q } -' �r4MILY o � � a � Ventln of� u1 ment -' o � ° _� :� II_ L � , o , � q cI p L PC on h mtl vapor barrier ^ , < ; �- cfJ � �OO�„� � 'n = � � m �� TYPICaL FO tING/CO� � �= (natall in com liance w/ � , , � � r �� Furnace � p p on minimum 4 of fully �, �) t- _' � ' ' �p � 30" x 30" x 2" Thick, poured ; ; X ' �;- � I � o � chapt 24 � RG Gs242"� � compacted clean p concrete f'o trng � 3-1i2"- � � � X � r � � a L venting ofequipment ' ranular �ill, r- ' ' 4 � A g , Dtameter ate I column. ; � ;iv � I -----, � �igure C�242'1.8 ` u� iated CsAS �� t' ' �G I1'C4-��l�l ' ' . ' ' � ' ' ` ' � m � o � i d i i ,- i C O C fn Pr -Fab Flreplace, � m 0 _ _ �D � c � 2p_2 � �U � ° � � U ` � � � � u gle 6 doora snd �I � � ��-0�� m 2'-O"' � � n Q c��-0u $��n c+l , u � � � � w C � ,�. a- 2-O He rth exten6ion -' 8s ar NY& Goda �' � � � 1�— - � �. � � 1�— � � v i C � U O � p. � � � I Beam Pocket lt � � a- � � �� , � � _� yp � �� n ° •°�.N �-' �' .n � ---• ---• 3'-0�� f8n '-8 " 6-o ,n � � H • - - • -- � � , � � o c c � - I I �- - -� .- � LVL •-- steel e�tma ao req d � � _ _ � � � a o a� �c - �� s-�s" N - — - — - — - � � � � � �------ (�2� 1 3/�''xl l-7/S" � � ; ° � .� .c a a� � c� o 4 `n � �ua 2_�1 �C+ l2� 1-3/4"xll-Z/8" LVI.. N ------- ---------------------- � te�= "' -----1==::=_======s===�==='====�=_ __=_ "-=_=;"==�=_;= "==============-'' o � � .9 " ` � � � a °' 3 . - - - _ _ -_ -� � _ a, :� cn � � � O � �.� - ------------------------i-----� � � i i � � � _ i � i � N _• y�0 .�., (n O (p .0 O i i � O�_' � - � � � O 5�u O _ _ i 4 .�------- v Q---va ev- ----�-v a----va'v- ---�I _v �--- va ev _ t" '-'��-�-• I _ •-"-'�-' m ` i ,� i � U � � C ` � � .� �' POST �I � � � , _ � � __, � , I � � � c� c N a� � �. ;c :.:. i i � i ^ OS a '�' �f' i o i � U i ° i � N � C E O t0 m L�� 4 Hour fire rated � i � � N Ci� � M iV � � � i ' i � oa i I ' �i Q i .� i �i � � .0 C Q �I3 �. � � � y - � � , � , �� . I(2) 1-3/4 X11-7/8 LVL FL U S H I 5 ta lrcase From F lo r �9 ; ' ; m door assembl w(th , � ' � m � a � , , , �� j— 2x4 Prame Around e � � � � a_ Cj (0 Q �' � 19-8 � � N eelf-closure, w/a and � � � � , „ � � , , , , , , � ; , — - - - — - -- � I� � ' � � 4 � � ' — to underslde of J fate. � � � � -3�\f J , � � � � � � +� � � > , �� o M �� n N �� ( � insulated. � � � � i i � i � cD i � i . i n n n n x n n (� � � p �I�'�� I = Tr�ated ahoe an d yp, bd I I 5 i i i i � � a � � � i n n n n n u i •o i � N �, tD S� 1Q n i 1 1 i ' � � �y{ i i � i a u n u n u n � Wells. Mfnlmum. R-13 � 4 i= m X � N n � i � i ��I I i �� i i v � ._. � n 'u n u n u n � J fn 811 w811e end R-I Gn � i i tr �V —1 L � � i 'T' 11 II 11 n 11 CV � �' _ 0 2-12" l-V�_ � • � ^ � , � i ,� i ' a �n n n a �''H -• •--- �. underslde of etdlr sea. � �-.� _ II � Ifl � FlueFi � i � � ' i ' i i � „ �� _�� " � " ' � i j � Aitach rafl�nge per cOde. O i i X t'� �_ � i- tA _ i d i � • � i= � � � � L i i_ ' O 7 � cp `� 20'-�" a i2'-�%�" �' 1�'-0�" "n � ° ; UNEXGAV,4TED � a F ;cn �_ � ' r ; � o � � ' ' � r ��' Handretl � ; � � ' � � � i cv T1'�''IC�4L. C�,4RACx� 5�.�4#3 � �, ' � I per RR314 J ---i-�• _ � � N ��° �� l.� 3�'S�� 3�� ° ; � --� t— �i ' o ' � � II X � � � o � _ �" poured concrete slab � a � �4"-3a" � r' ^ c� , ° ' with �ox6 10/10 WUJM i , i � ' Above —� ' X 13 8�� " � _� � I� � ,i � � � � a � r � ; o ; � I _ Noaing J � ._ � . i - IIcn � N up I � � � .> � � on Fully compacted clean ; a ; � , � = c�? _ ' ; '� ; 4 ,;� � � � X -� ; '.' ; granular fill. Pitch slab � � � � O � up ^� SMOK� � i � � m cn cn FO�� I c; F- � � � �j�� >,� � � I p r'- I N _`� ALARM O � � ° � � ,,, ^ �,, � a � 4 /�'t to garage doors. , � x , � � , �-� , � , �- -------------�------------��-----��--------� --� �'OST �n ' � _ �� _ ,� :� � ° � ; a ; `��- � ALARM co ; � � � ; �LUSN � �-1/2 x 18 �.V� � �Y� � (2) 1 3/4 x11 7/8 LVL FLUSH � � a � � ° � r� I M I I ; ; � � i � � _ _ - L _ __ _—_ -__ = t-�_ ' — ^ — _ -- - — - — - ' i i . �" i �------- -- ---- � Q ' � _ �Q � -- _ i �• i � v � ^ e' ; •��'�� " v `, �, i (J.j � � �--- - ----- - - ~ N � i � �l � cV 0 � � � � J � � I N ( , � - --- - I Q O (y � � � � 2�2x�2 �y �Cg� - I � • - ------ --- ----------�-�------- ' i N 1\ ` - -- ------- Dv � � _^ 1 � �O ' � Q i I n ' 1 � � ' ' �\ p , / d O � � N 1 U1 1 �� I � ` � � � • , drop top of concrete ; a ' ° '° � �, " a . ; - � � � • ' � , �� , �� TYPIG,4L � ° � � � �------------------ N � v 4 v . v v � � . i .------ , , ^ -- tn ' -' ------------- � -t'-�" �' �2'-��" � �-o x �-o as required for garage � , � ---------------, � � O ., d � , � m � - � 0 HDUS � a � doors � � � � ° � - - w � � � � ' � a� o � � u.i �r � � �+oLpowN � � � D � ; o ; � � � .� ; m 2-2x12 � � ' - ------ -------------------------- ----------------- -; � � --------------------------- ----- D � `� z � � v � �� ' � U , � - .� • o a P . . � . o a o o . p � � - . ��0�"Q�� a • a ` , o . a � � � `-------------------------------------------------------- ----- --------------------------- --------- � Concrete Stoop � Tl'PICAL� 6" 3800 pat eoncrete elab with T1'PICA� �/� eonerete Steps N��B 6x6 w1.4/wt.4 weldad wfre meeh �/r 6�-bh�� 6�-2�" 2�-4" 1�-10" 6�-O" 1�-10° 2�-4" HO�pOUJN an granular compacted f�ll. �-}Q(,�S � to co e. I�O�.pOIUN � pftch away to dratn 21'-O" 12'-8" 14'-4" � 10-�0 2�-4" 1'-10" 6'-O" 1'-10" 2'-4" � N � �� 10'-6° _ � 48-O = CxARACxE 21�-O" 12'-8" 14�-4�� (� Provide 5/8" �ire Rated Csypsurrn � 48'-O" � � � wallboard an walls and cetling of W � � � garage as per code aecttona T�'PIGAL �OUNp�4TION � U u� Z R�o2.1 snd So5.1. Were garage �I In accordance with chapter 4 ..� (.0 v abute dwelltng-use 8/8" fire rated �5� ��QO� ��..�I� ` � wmltboard on garage stde and �� _ � �� of New 1'ork St�te Code. �-- Q �" ftre rated wallboard on SCALE: 1/4 - 1 -0 �Q��(p,1�T(Q� {��,��( 8" poured concrete wall ~ —' � '� c�i oppostte aide tn accordance �� = N � � wtth code eectian R'102.3. on 16 x 8 Concrete wall � r , -o �o0 Inaulate w�lla common wtth xAM� "��r� SCALE: 1/4�� _ � !-�� fOOtirlg, p g � �•/ _ � �y �xterfor Dam roofin O Flret Floor ,4rea 1302 �� ft. 2-2 x 6 treated sill plates, (� � � r heated ar�es. °q IUINDOUJS: Sill seal, Termite Shield. (�; G� � ?� � ,4LSID� DOUBLE HUNC� TYPICAL ANCHOR BOLT UJITI-� LOUJ-E CxLASS Maximum Spacing: �a,�p �� O O Smoke Detector Substitutions made upon meeting NYS Code. 5/8" @ 36"on center �� y . embedment of 7"with 3"x 3"square washer. ��i �CPt � H/� �� co Carbon Monoxide Detector See page one, general note:s for additional Hold 12"off corners and hold 4"to 12"off �'�.o� �'��, n� Refer to DWG-1 General Notes code requirementa. each end of each sill plate, Uplift strap connections at all bearing walls. *See dwg-1 * * "' s'�.g a�s0�� ypQ� OF NE`�'� ROOF �� 4" YTR Z�, z�� Simpson HDU5 with 14-Simpson , 12�� n�� ,� �, �� 4 Ft Perimeter 2"Xa"CONTINUOUS SDS 1/4"x2-1/2" I 1/2 I 1/2 1 I/2 � ��„ LATERAL BRACE AT 6'o.c. � WOOC� SCt'eWS i ��s 3 � Zone Panel Field , TRUSS aR CEILING JO►ST u,as�+eR Nailin See Nailin 2-10d NAILS GABLE END TRUSS 2„ 2„ 2„ g' g Threaded Rod with Nuts Schedules Dwg-1 � Finger Tight plus 1/2 turn 2 ND FL. 3„ 4" o.c. 10-8d NAI with a wrench Nail spacing � �" 3" 3�� z�� Typcial floor system 3" 5d COOLER NAILS AT 10"o.c. � 3" 2"x4"BLOCK NAILED TO EACH �^J 2�� 2„ Less than Look Out Blocks BRACE WITH 4-10d NAILS � or Equal GYPSUM BOARD . Simpson HDU5 „ s" „ Gable End Wall x t0 �2 5d COOLER NAILS AT 7 0.�. with 14-Simpson Q „ „ „ „ 20 GAGE STRAP SDS 1/4��X2-��2�� I t/2 3 I 1/2 I 1/2 10-8d NAILS WOOC� SCI'@WS � DlU O� Z" � � END WALL STUDS Rake Overhanq Limits - Lookout Blocks = ISTFL. NTS CEILING BRACE END WALL TYPICAL TIE DOWN �" FA I � GONNECT TO APPROvED 3�� NTs B E TW E E N 1 S T & 2 N D F L O O R 6ANITAF21' DISPOSAL SYSTEM CO NTS � O co co �� 4" C.I.I-I.T. � Q PLUMBING RISER DIAGRAM 4��-�� Q � (/) NTS �'-9�" �0'-2%�� ---� '- W , �� ■ SIMPSON HDUS O � � ra�-3h 12-3� 12-41�4 g�3 F�OOR TO F�OOR � � O TI� ANCHORS U11TH � � _ PROYID� CxUTT�RS �4ND �.�AD�RS Typ. HDU� 14 SpS 1/4 x 2-1/2" O (J � NOT SHOWN Tl'PICAL Flr to Flr 1U00p SCR�WS-S�E � _ 4�oldown �'-o�� TfiIL THIS PACxE � = Q 2- 3050 2- 3050 340 � O � , - m- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T C( pp _! r — — — — — — — — — —�_ � r — — — — — — — — I � ; ' �2�-0,� 2-2x�o 2-2x�o ��-o�� 2-� io - �- M , ��'-o" m ' I I . � � _ � � �� X �� , 3�� iI � ` Q '� � ehwr ' 0 0 � � � �, i3edroom #3 �3edroom '�4 � �' / � � � i I - � ' � " ° � �, ' , c a� -o 0 0 � 0 ?� �q � U� �,�� ii � 0 � _� �9 z-o � �/ , � I a��i � •� o � ai � �9 +�O � '- - �� - ' � .c� � -v �„ �, a +-+ U � '— +� + I � V�nt Clothaa pryer / � I '''' '`'� C U � � � '�� ry!y � � � M In accordsnce wrth ' �� C C U o � p, � '� � � � � ,� � I � \ �, Gode 5eeifon MISOI UJA�K-IN ; ' y V •��N C C �,p � � Q l �... .j � i I '` C hsp ter 1 5 - C lat hes C1..OSET f a n a ; N � �� O •— N ,Y � � � �� I ` O dryere Exhauet �' � � ,'� � a a � C� p Q� � � C� V U � I I � u ` S Psn a t C t�h curb rProof _ /'1�-4° I ;� O ,-C�. tn O � .�O � u t Y Dratn. � U � X � X � � � 4-O � 2-�o "� �; G�OSET � `� � cu � ►.,...�- c � ;�'' N O �, N N N � I ( Q = 5'-O" 3 1 (� _ ;� •--• + � = Q I .0 ""' L v �o 'p � � cv c�i I � I � vC, � 5'-S" 6' �� r�, � 6'-I" p 3'-4"c�, 5'-O" � F— � a_ � � �P�11 � � C t� N O Q' � I I CO N N ` � ,D�wn�(r , / i � QI I ° ` ;5}�8fr� , . � � I - 81-•4�II 31-�II 4'-O" _ D � + �' ' / I - � 2x8 Rafters � 16"oc 2x10 Rid e i � I 4 � — - q - - — �,_- " _ � 2-2x10 � _ 2x12 Rid�e - i }- - --- ►n • - - - - - - ii I fan � 2'-6 - � \ i I n � � N ' I . o - - � � Q KN�� UJALL ii � � I� � I-�,4LL � � , �- - - - - - - - - -� I! � = � to gupport X � i � 4 �, � �, ��- m C�suardrail � N O � � � m o , ryX rafters O i � � � ^ ,p � � � � � � � � � 10'-O" I I i � � � � � � �� , x � � � � � 0 Q i i I 4-o SO� �=�,, (� p � � � � ' � � � � Plate Hght I I ( I I I o ,z.�� _ v �n � ' ' � � ; ; � � " � ' 1'�aster u � o � � , � � , , , � Q � � ° � �,+�� o � , � ,� , , � T �3drm �4 0 �y ,� i i � C�uardrail � _ I � ray Clg � � I � � � � m `� 0 2 x 8 Rafters � 16" ac i � � - � ,Searin � � , � to 10�-0" � � � l.�i � � � n @ +��, 2x8 Clg Jsts � 16"oc � � � ; ,� � � � �- � O � �' � � �� ry Q�� 2x�4 C.T. � 16" oc i i � � � [Uall � � _ I I � I Q 0 � z • O e n t o I � I . ,, � �t c n � �� ; � ,/� 8�droom �2 p /� below ' I � I �� = O � x x i � /' N ' N � X N c�, c� 2 x 8 Rafters � 16" oc � i � �� O � �� J- - - -- - - - - - -1 � ``� � � N N � � � 12-'i� � 12-4� I / 14'-O�" � � � Q 2x8 Glg Jets � 16"oc � � T HDUS z � U � � N _ _ _ _ _ _ = 2x4 C.T. � 16" oc i i Fy to Flr � 2-2x10 . 2-2x10 � IX � i F�oldown � • , _ __ _ _ j � � - - - - - - - - - - - � 22x10 - - - - - -� �- - - - - - - - - - - � � V� N�E lUa�.� � o i i �- 30�0 � 2- so�o � � to support o� � �q i i � � '� I — r�ftere ` � i i � �i , _ _ _ _ _ � _ _ _ _ - , _ � � � � N j�/ �9 � I I I I 6�-O" x �o�-O�� @ U I I I I at"G�'1 tOp � � �X 'V' II — - - - - II = f�- � — — — — — — — — — — — — — — — — — — — — — — — — — X — — — — — — — — — — — — — — — — — — — — — — — — — — — L .0 � � � � � � � � � �2�-,,,� � U � z � L r W �- 20'-8'h" 12'-I1�" 14'-4" � � Q j M �00� ��?,�4M 11�1C� �'�,41�1 48,-0„ p: _ � � M � v � �o � 5G,4�.�: 1/�� _ ��_�� _ � � 21�1D ��ooi� �'L�41�1 � aC � � � �ED�+RC U SCALE: 1/4" = 1 '-0" �- OS Smoke Detector /��`�`'� � ��, �� Carbon Monoxid D x��° ��' �� NAME ,4REA co e etector � Refer to DWG-1 General Notes 'i+�� * Second Floor Area 116� sq Pt. ,,� , � , �, or90�� yp� � COF NE`� Ridge Vent Ridge Vent ASPHALT SHINGLES Gutters & Leaders as Req'd Typical � G � Ridge Vent Q , _ _ _ �____ J � _ F— ----- - -------- � J � - - - - - ,� C!) � w _ ' _ ' _ � � O � V/ � F� -J >- W o � � v00 !- � _ OU � - - - - - C� _ <C - -- - - � o � Q � � � , . 0.. aC M.. ��w�..� ,.� � �.,. �..�.��.�.�.��, �.....�...�:..:�� -- , , , , . �, � .� . � �. . :��.K.w�� , � � :� :-- _ . . . . _ �. � � ; ; i � i i � i i , � � r. i i �-----, �-----� •-----� �-----• �-----� �-----� I I I ; ; „ I I I i I I I I � � I I � � � � � � � � L J � REAR ELEVATION ' ' ' ' ; ; ' , E � � � � � � � ` ii L J � � � � C O C tn C `C � � � � � ; ; � � SCALE: 1 /4" = 1 '-0" ; ; � ° i � i � � � � i � � � � ,� � .� s �, a � i � ; I 1 1 I I L i� I - I I '�'+ U ' � C' - - - II - L - - - - - - - C' _ J- - - - - -L=J - - - - - - - - - -- - - - - - - - - - � - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � o c�o p, � c iT i-t � p a?,:v� �. cn �'.a t - J" -L _ 'Z _ '7 L _ J - .L _ J � � 'p c c Z o •- � ,c � � a �- U c .� ° RIGHT ELEVATION Ridge Vent �---- ALIGN ROOFS = o � a,� � .z o Rid e Vent � � ° � � .N a� � c� c � =a ... cv� � a� 'caca — cEoca CALE: 1 4" = 1 '-0" � � a � � � o � 12 ASPHALT SHINGLES 12 10 � 10 Vinyl Siding Gutters & Leaders ASPHALT SHINGLES as Req'd Typical 12 Ridge Vent 10 --•-�-- _.. .,__. - -•-- o w �- O d. Z �2 o Q ASPHALT SHINGLES � N w Gutters & Leaders 12 W cn W as Req'd Typical _ _ _ _ _ ��4 � W U � � � � � � Vinyl Siding '� � � — � , ' ' � � ' � I` � --� , � ,� r- � � ,, ' � �" � �- - - - - - . � C� � z — W °' � - � V � �-- �— - - — - - �„_. �- a .> M .�., . - - � w.�� .� ..� . . . FINI. ,� _, _:__ ..� : c _ . :: ,�..s.w .� _,� .. :w.�. . � �. _..� ... _.,_......� ' ' SHED GRADE ' ' ' ' ' ' ' , , , ,� , �r � _ � � � 00 I I I I I I I I I � ,+ � U � •�N I I I I I � O � _ � � I I Concrete Stoop I I I I I I I I I I I I � � � � � � I I and Steps to Grade � I I I 1 I I � � I I I I I I I I I I I I I I I I � O I I I I I I I I I Porch Notes: I I I f�,�fl�s� �� - � - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - -� - - �- � - - - - - -� - -� - - � - - - - Round Porch Columns i - -- - - - � - - - - - -� - - - - - - - - ��'`✓ �' � �`'/ ��A — I - - - - - - -- - - - - - - - - -- - - - -�_�� - - - - - �- s = r - - �z. =� � � - — - - - - �- -� - - � seeplantorsize, � - - - - - I - - - - - - C - - — - - - — - - - - - - - - - - - - '''-� �zti�' e,�F � � 36" High railing to Code �— �— �' — � `� � FRONT ELEVATION 4papartalusters maximum LEFT ELEVATION � �'��'I�� * 4 (��Lj �� `� �C.�I.T. SCALE: 1 /4" = 1 '-0" SCALE: 1 4" _ '- " ,� �� o'g0�� °Q� / 1 0 0� �� Sealant or Adhesive solid blockin Align Double Frame Attic g Ice and Water Shield consisting of Ridges 3 Layers 1 1/2" access opening Exterior or rigid insulation 2-layers of underlayment cemented Sheathing Sealant sealed around Rigid insulation 2X ceiling joists four edges together or of a self-adhering glued together polymer modified bitumen sheet, and lay on plywood see plan w/ Baseplate shall extend from the eave's edge attic hatch R-38 Batt Insul. Sealed to Full Thick Insulation to a point at least 24 inches inside floor Fill intire Cavit to the EXTERIOR wall line of the Building. 12 Sealant subfloor 2x4 CT @ 16" oc 12 �' ' +/-8.5 � +/-8.5 z � � � ' ' 1" min Rigid � Sealant - Insulation. Air � Sealed at perimeter � ./� � .� Casing finish w/soffit material 1 x2 Stop 1/2" Gyp. Wall O 1/2" plywood Board attic hatch ATTIC HATCH DETAIL (see plan for size) NTS DRAFTSTOP DETAIL (c� __ _ _ ~ GANTILEVERED FLOORS � R-30c NTS Insulation ;�j -J O � � � � � � Q � hin profile ', � structural S�droom '�3 # � z � Fireplace enclosure ' , 13�CIrOOt1'1 2 � insulated to to sheathing smoke alarm i l i smoke alarrn � � � p CONTINUOUS BEAD OF SEALANT i' � of second floor Sheet Metal Firestop CONTINUOUS BEAD OF ADHESIVE �! � � � ceiling line Seal joint with coNr�rvuous aeA� i, Q � � OF SEALANT ' ` support Non-combustable __ - - - - V O O blocking 3� sealant _ _ _ _ � 1/4" structural sheathing ~ � _ --r" O U � as enclosure liner sealed Sealant or CONTINUOUS BEAD Flush LVL at perimeter and seams. R-30 Batt f''�/ OF SEALANT � . I�IOC tl � � LL. � � adhesive �' g insulation O Pre-Fab Fireplace f ��M��- seala t f— � Refer to manufacturers CONTINUOUS BEAD `� � specs for installation OF SEALANT � R001„� � � � '' manual INTERIOR GYPSUM WALL BD � � C�R � � M � �•,� AS AIR BARRIER i ��R�� :;� Typical foundation & framing � •° See architectural plans AIR BARRIER�T ALL BAND JOISTS � �� - - - - � AIR SEAL DETAIL an. PREFAP FIREPLACE NTS T Gara e slab _ _ _ _ c o c v, � � This detail Is for weatherstripping and draft sealing, at e Pitch to garage doors � �j ��_ � c0 v It Is not to be used as a gulde for fireplace Installatlon. NTS •,,, [� �°,, - ,„. � � � � Q Refer to NGanufacturer for Installation manual. °° °° ,°` +-� ` '''' V '� � D.a R-30c D,� �� C C V � (a Q � .� R-50 Cover Box pushes a Insulation a °� L � •o•Z c c �� u p a n d o u t o f t h e Q;' a;� � o Cover box pushes up wa for access °t ° �v� o o � � •�' � �� °' 3 and out of the way y �°•� �°.. d, a? o ,� v, orta c „_. V� Qa 4 �� "Md L • � Insulation dams �. �. ��. � � � �� t h i n p r o f i l e s t r w c t u r a l T u b f o r a c c e s s revent loose fill :� „ :< °� a� 'm v � � �E o a sheathing as draftstop T E x t. W a l l p <'� 4 concrete slab <.� - be hin d tu b y p' i n s u l a t i o n f r o m a:. a:. .� �, .,� � ' Air Seal - - - _ _ _ _ $ � � � falling through E- � a_ ca o a- >°' o Continuous Bead Gasket ccess of Sealant or adhesive Continuous Bead �� of Sealant or � adhesive �� ,��O� - � Adhesive Weatherstrip�ing �eal stairs i Panel frame gap �C��: �� = � _� Sealant with caulk Pull-down or foam staircase DRAFTSTOP & SEALANT AT TYPICAL ROOF CONSTRUCTION EXTERIOR WALL OF BATHTUB PULL-DOWN STAIRCASE TYPICAL FLOOR CONSTRUCTION INSULATION AND WEATHERSTRIPPING Class A Asphalt Roof Shingles w! 3/4" Plywood Span Rated Subfloor, • NTS DETAIL NTS fasteners as per NYS R905.2.6 Glued and Nailed in Ice & Water barrier as per NYS code accordance with the fastener schedule. section R905. Underlayment conforming Floor joists and Bridging as per NYS Code. o to ASTM D 226, Type 1 W (Note: Double underlayment is required TYPICAL FOUNDATION CONSTRUCTION O for Roof slopes between 2 on 12 and 4 on 12) 8" 3000 psi Air Entrained Poured concrete � z Framing As per plans with 1/2" exterior wall on 16" x 8" Poured Concrete Wall Footing. N o Q grade, span rated structural plywood Sheathing, Exterior- Damproofing. 2x6 approved M � ui Nail to framing in accordance treated Sill Plate, Sill Seal And Termite Shield. z > ¢ with the fastener schedule and uplift Anchor bolts per Foundation Plan and WFCM 2001 � � u Strapping details on Drawing -1. Uplift Strapping per WFCM 2001 manual and details on Drawing-1. � TYPICAL SOFFIT CONSTRUCTION. � � 12" overhangs-typical INSULATION SCHEDULE — 6" Wood fascia & 6" Wood rake boards. Location R-value Thickness � Trim in aluminum or use "azek" or equal Flat Clg R-30c 8-1/4" � N metal drip edge, solid trim Vaulted Clg R-21 5-1/2" Z ti Fully Vented Vinyl Soffits Floor(unheated space) R-30c 8-1/4" � L `� Floor(outside air) R-30c 8-1/4" W � � TYPICAL EXTERIOR WALL '� Exterior 2x6 walls R-21 5-1/2" � ~ � z 2 x 4 D o u g-F i r W o o d S t u d s @ 1 6 o n c e n t e r. „ V � Exterior 2x4 walls R-15 3-1/2 � Double top Plate and Single Sole Plate. All Glazing U - ,34 � � Q � �j 1/2" e x t e r i o r G r a d e - S p a n R a t e d o _ > M D o o r s-l e s s t h a n 5 0/o g l a z i n g U = .4 0 � e � M Continuous Structural plywood Sheathing. Door-more than 50% glazing U - .34 = ,II �� Fastened per schedule on drawing-1, LLI tyvec House Wrap or equal. L� U � � N INTERIOR WALL FINISH �/ _ =p � Vinyl Siding. �� Provide 1/2 Gypsum Wall Board on ceilings o � c� uplift Strapping installed in accordance with and walls except basement walls and unless � � � � � WFCM 2001 manual and details on drawing-1. noted. Min 1/2" Moisture Resistant Wall Board on ��p A�'�,c, O Ceiling and all walls in Bathrooms (humid areas) ��,`��'�J H��,,�� and 5/8 cement board in wet areas. � � Fire Rated gypsum wall wall Board � Y � � �,.. located as per code and drawings. �� K c,�\� p�9o10 �pQ'� �. +�� NE`� ._...�_.,.--