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HomeMy WebLinkAbout1000-63.-3-21.5 (2) EXCELL 57� � STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 www.nysdot.gov SUBIMAL CHAKRABORTI, P.E. ASTRID C. GLYNN REGIONAL DIRECTOR COMMISSIONER December 29, 2008 Mr. Ira Haspel, Architect, P.C. 599945 Main Road Southold,NY 11952 Your November 9, 2008 Submission North Fork Table and Inn NY 25, Southold SCTM 9 1000-06300-0300-021005 Our Case No. 08-174P Dear Mr. Haspel: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site's access and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. We cannot provide a complete review of the subject submission without a plan sheet showing all existing and proposed pavement markings and signs along the State roads' ROW. We again refer you to our driveway policy manual, which is available on our website at www.nysdot.gov. On the NYSDOT A-Z Bar click on "H", then click on Highway Work Permits, and then click on Policy and Standards for the Design of Entrances to State Highways. The manual contains a checklist of items that should be on submitted site plans. We also provided you with the checklist in our previous letter to you. 2. All plans should be the same size and no larger than 24" x 36". 3. In recent years, many states have employed access management as a major technique to address conflicts between through traffic and that generated by developments. The goals of access management are to limit the number of access points, separate conflict points and remove turning traffic from through movements. New York State is utilizing this technique to minimize impacts to State highways. We recommend, therefore, that cross access to this site be obtained from adjacent property(s). If this is not presently possible, it should be shown on the plans for implementation as part of future redevelopment. Mr.Ira Haspel 0 December 29, 2008 Page 2 of 3 4. All proposed work within the NYS highway right-of-way shall be shown and called out on the plans. Details should be provided referenced to NYSDOT specification item numbers. 5. A note shall be added to the plans requiring the contractor to clean existing drainage basins along and immediately adjacent to the NY 25 site frontage at the completion of construction. 6. Thank you for providing the Work Zone Traffic Control note on the plan. However, a Work Zone Traffic Control plan must be also provided for work on Route 25. 7. The plan must include the note "Repair existing shoulder, sidewalk and curbing as ordered by State Engineer." 8. Please show and call out the nearest NY 25 mile marker on the plan. 9. We recommend that permanent survey markers be installed at the property limits along the State highway frontage and ROW markers shall be installed at any intermediary turning points along the State highway frontage. ROW markers installed at intermediary turning points should be installed in accordance with NYSDOT standard sheet M625- 1R1. Please call out these locations on the plans and include the appropriate detail. 10. Any utility work proposed in State Highway right-of-way will require separate application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic plan - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance facility. The applicant may contact Mr. Kevin Matthaei at (631) 727-1731 for further directions regarding Utility Highway Work Permit (HWP) applications. The applicant should be made aware that utility HWP issuance is subject to issuance of the HWP required for site work. Please submit four (4) sets of revised plans for our review. In your response letter please state how the above comments are addressed, item by item. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Please always refer to the subject Case Number and the County Tax Map Number. Thank you for your cooperation concerning this matter. Very truly yours, �:... .J SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Mr.Ira Haspel December 29, 2008 Page 3 of 3 cc: Peter Harris, Superintendent of Highways, Town of Southold 2. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Ms. Heather Lanza, Planning Director, Town of Southold SAS:MDW:ajf n a I' X, STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 www.nysdot.gov SUBIMAL CHAKRABORTI, P.E. ASTRID C. GLYNN REGIONAL DIRECTOR ...e -.. COMMISSIONER April 29, 2008 Mr. Ira Haspel, Architect, P.C. 599945 Main Road Southold, NY l 1952 Your Undated Submission to Mr. Kevin Matthaei North Fork Table and Inn NY 25, Southold SCTM # 1000-06300-0300-021005 Our Case No. 08-174P Dear Mr. Haspel: This is to acknowledge receipt of your submission on the above permit application. While the information you provided is helpful, the submitted site plan does not contain all of the information we would normally require to commence our review. Please reference the attached checklist so all required items are included on re-submitted plans. We also refer you to our driveway policy manual which is available on our website at www.nysdot.gov. On the NYSDOT A-Z Bar click on "H", then click on Highway Work Permits, and then click on Policy and Standards for the Design of Entrances to State Highways. In addition, we will also require four (4) copies of the plans. Drainage calculations should be provided for the proposed trench drain and catalogue cuts, detailing the trench drain, should be provided for our review. The west driveway should be called out and shown to be closed with curb and sidewalk. All work and material details shall be shown on the plans referenced to NYSDOT specification item numbers. This permit application should be sensitive to the unique visual and historic setting of the Long Island North Shore Heritage Area, which runs from the Queens/Nassau County line to Orient Point, and from Route 25 or 1495, whichever is farther south, north to Long Island Sound. In all future correspondence, please refer to the subject case number. The plans must also include the County tax map number. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Mr. Ira Haspel April 28,2008 Page 2 of 2 Thank you for your cooperation concerning this matter. Very truly yours, ,s i Hj" SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachment—Site Plan Requirements Checklist cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold VMs. Heather Lanza, Planning Director, Town of Southold Ms. Wendy Brodsky, Long Island North Shore Heritage Area Planning Commission SAS:MDW:AJF FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 5, 2008 TO: Gerry Hayden 1485 Hill Crest Lane Southold, NY 11971 Please take notice that your application dated February 5, 2008 For permit to construct additions and alterations to an restaurant at Location of property: 57225 Main Road, Southold, NY County Tax Map No. 1000 - Section 63 Block 3 Lot 21.5 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to an existing restaurant in the Hamlet Business Zone requires site plan approvaTTromAb!glaold Town PlanningBoard. // Authorized Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board 10 Semon, Bruno From: Lanza, Heather Sent: Monday, March 10, 2008 1:38 PM To: Semon, Bruno Subject: RE: pre-submission meeting-NF Table/Ira Haspel 3/19/08 9:30am I thought a saw a notice or SPUD come through on it. Maybe I called it the wrong name. It is a restaurant down the road from here to the east,just as you are leaving the hamlet, past 7-eleven, on the north side of 25. They are a restaurant and inn, and are expanding the restaurant. -----Original Message----- From: Semon, Bruno Sent: Friday, March 07, 2008 12:09 PM To: Lanza, Heather Subject: RE: pre-submission meeting-NF Table/Ira Haspel 3/19/08 9:30am Yes, I marked it on the calendar. Do you have any information on this project/site? SCTM? Where is NF Table? I'm not familiar with the site. Thanks Bruno -----Original Message----- From: Lanza, Heather Sent: Friday, March 07, 2008 11:22 AM To: Semon, Bruno Subject: pre-submission meeting North Fork Table is proposing an addition and the architect, Ira Haspel, would like to come in for a pre-submission meeting with us. Does March 19 at 9:30am work for you? I tentatively scheduled that date, but it can change if you can't make it then. Heather Heather Lanza, A.LC.P. Town Planning Director r 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Phone: (631)765-1938 F-!-na?l: heather.lanza(--)tnwn.so tholrl.nv.us 2 FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Dater/ //e/ / i , . Date Sent: / ✓ �/ Project Name:? / 3s Project Address: Suffolk County Tax Map No.:1000- !� - - Zoning District: } Request: i 1. zxt// � (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is requiped: r' i of Bu' m2juspect& Planning Department (P.D.) Referral: P.D. Date Received: Z- / / ¢ ! a&-- Date of Comment: Comments: Z4 1,7 -1 a�c4.r ee S �S gnature of Planni Dept. Staff Reviewer Final Determination Date-.—/--/ Decision: Signature of Building Inspector TOWN OF SOUTHOLD BUILDIN �RMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Dohave 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. _ Trustees Flood Permit_ Examined 20 Storm-Water Assessment Form Contact: Approved . 20 Mail to:�� � /S(r}y'nE-.✓ Disapproved a/c Phone: 63/ -XT-ZZ)76 71 Expiration , 20 11Z9115, L Building Inspector APPLICATION FOR BUILDING PERMIT Date 120 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 Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any 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 zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be 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 code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. A/O r-r—/f i`oc (Signature of apphcant iKr name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 664eAqz o ICI (As on the t x roll or latest deed) If applicant is a corporation, signature of duly a thorized officer (Name and title of corp(#ate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 7Z Z S- R J/N 019-/) "SL/ 77-1016-0 House Number Street Hamlet County Tax Map No. 1000 Section 63 Block 3 Lot Z/'s- Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �FsTwlz�}N1' b. Intended use and occupancy AEVy-aARP7- 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) 5. 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. Z. 7. Dimensions of existing structures, if any: Front 41S� = $z�Rear Depth Height 30 ' Number of Stories ,3 Dimensions of same structure with alterations or additions: Front Rear Depth '39'6" Height /D�A N Number of Stories / 8. Dimensions of entire new construction: Front /S -0 Rear ��' 0 Depth Height /D/8" Number of Stories ! 9. Size of lot: Front 7-10,?o Rear C ' 8 Depth Z (v 7. 6 A.vv-3d 10. Date of Purchase Name of Former Owner ,��/vA /�'�g/L7�C /C/q t/GDCJ 11. Zone or use district in which premises are situated /7/ 'a f, - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOY— 13. Will lot be re-graded? YES NO ; Will excess fill be removed from premises? YES NO lvaal. f fol/ 7fif3A-- 14. Names of Owner of premises 6'E/2AY 11"b6xj Address S 77zr nA Phone No. 9/7- y/2- 9 7�(-3 Name of Architect #Z4 11 19SP6L Address fff- S M11,N Al> Phone No 63/-7,6,(-- ZO 7 C Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS,, ilfofh) r,-� E 4ZAA?� F) 66q:)J—being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract above named, (S)He is the (Contractor, Age t, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this S4" day of (e-ONi nn., 2013)? Notary Public Jo419400 e Signature of Applicant NOTARLIC,State of New York No.01J Qualified In Suffolk Count CommM Commission Expires ay 9,20 �_ NEw Ex/s r , it/rew&H hI 1�--'��10�► WARNING: p�gJYN EX/iT /�r7Kfs1 ��lteM ` J - ------ t 0141 H G - H6 h8o - _ = It is a violation- fl P,EA o F LOT = (.OS01 pc SEs x -_- -._ -� -_= _ ew ee�'T ono the law for any person, 2 USS 1 OGGIJQ^NG~( GRoIIP — P.-2 - gEsT�,�lr��nr (/�SSEMBI.Y� ctx/,ST�rvG W -- J�-6d� �irvrv��T�av - }//NYL Cc*aeo*.Qa ��arYe unless acting under the direct supervision HorEh (P,ESIDEI`ITIAL) ExISt//vG '� 1 Njy✓mac, ---- -_ - ~ = - - y began h> of a lice architect, to alter any item 3, TYPl: of Corlst hucTlo lel _ i'rP E V B -EX►,T lhG 0 �- �7 _ - r/a"Cox SNff*r-v,wc ____ in anyway g e seal of an architect. � I--- ---- ��r b►sri�es � lG"e l p - - If an alteration is made, the altering 40 CW^PTEh KS-` p5EN0*T10M" -SHP1Ir6 BE coHPl.►Elo wITH 5-f GEN> p1AL ConTRACToN, ti �b rrps� &rrtsu. �0Ir7✓,ar g ,�i✓s1�9vT t--- architect shall affix to his item the seal 5• GH/tPTEP> Y) 6-"/►LTA-RAlloNu - s1hA1., F36 CoNp�rED wITH 131' GENERAL• GGr+TRAcToRI ----- --. -- �o. �Xr�aTr11G lsr FI.oaTi PRir,� - 2,423 s, , so I _ - 4 f I F ST. 91riING 13Art Ar2VA c I,14'7,6 slf _ _ _ I "Altered su' followed , .. 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S •Tres pit: cry, sA - ------------ t/Q''CD�K 5 Ff EAt}t r nG ----- --- -- - S1LA, SEAL �iiY$.r,jZ,r _�, $ Y/3E9D �-•I _ _—_ iZ_es -r2NGID INS ►• --- " --� COPPt�t F6^SHIvVG T(G OA/C F�OO/t-/MATCH EXiSTi-vfi /�. �l�i�o/NOF wA1NsCoT �IrI�C CHAP 150,Ar?0 2-'2%G SIL-I's 3�y"fdRR//✓O �/G'�o,G/Q r 3Vq�Gpk Py�u„o ��c � u 5/$'i•IZ”A 0 , w/ �uS�.wASHe�Zs 6 Nil v�, Woa Moo . _. '40 LEGEND o - _ JHD,E - wok s ot>1 M�rRs�Fr�><M � Copyright © Ira Naspel All Rights Reserved. J I G WALL scoHce -T`i'P� 'A�r- BY OIIVHE(Z dmvv*title:: N \ R } x W Wfrl.l. SConrcE TYPE"Pj` D7 pwNE►2 6Ec I IO I o" I a I— - —- — — — — — _ W (�- �P- Wp�u SPEAKER - �Y owH6rt a_ GF ► NT PRoTEcTivh W — v �✓ I ��I i " � ( � aUP�EX o�T'V!`r @l6/1,F�f, UNI�E55 fYoTEd O, �Si�•lPsoiv STH/�R,7 � � - 8p w�G M/� ,V.19, .- ` I � I S�fE9R watt HDNO DowNl K. .� o ✓,;-'� 2"/2/6�a /NSvI AT/oN �: tTl j '� .�.C3I` -Gb.i�IPUT�R TF-fZM tNA L-is S i A4� CAT V �a W/NOow DovR 6'MIL Y"8 �J , �x 9 W L G II I AND D U PV E X OtJT4 E T Taz map no.: 0 J9MOs y' Cq/�NERS I "Cavc. SLAS w/ Gx6-i%o �e - >;XTER�oR 1.1G�+T i3Y ownE[? 1 . -=-- spice �Fx __ j I � �,G,T, r1, �OOC7 ,-63 � I�LI�►'3, �oT-21'y. cr1'P. I , PoP(.6x FLoa OuTLET- C:Xrr "6t3�fr( ExIT I.I GHT-MATc�I•I PX15T1 ttG C'�, ---- dra n by: job No.: —� F_mr'z"?iG"f w r.4T F►xTL RE seal BRED q/�G,`` 224105 Ry oWN�/Z �G ;,,HASP,, scale: date: /07 -13}- - SwtTGti MpTcM �XtsT�ri G i ✓, ( dewing no: f��F�E�TED CEI��rtG �'I,P�r( EI.EGT � G P�P��I r 722 v A SEcT � oC� th � ���� ��� �N � 1�ooM n _oN 0 WARNING: I hG _ R The entire - It is I violation of the law for any person, work shall be accurately framed,plumb, level and true well spiked The oon shall k the con tion area(vee fr ,acaurn pf all U 5E 6 ftp and nailed and anchored together to form a rigid structure and to insure even w mate�IS or rub �h ca h1� bo�s. ��++�t m4 cum ne sh�Irerh� a itisw Waste materia an �ubbis the rami �� aas unless acting under the direct supervision P - A'2 1z�s r,��R n r -Ex�sT�r�� settlement end shrinkage throughout. well as Mils tool8,construction e%u men a s iVs rPa enaTs angeshall of a licensed architect, to alter any item dean alrglass surfaces and leave a work broom 911Ul in any way bearing the seal of an architect. All materials shell be Installed in strict conformance wfth all manufacturer's �a h� b�p did r� Cori 5 I R u c Tl o h TYPE - V$ - EXrsT New specifications and/or+nstnudions. a Residential oriel of New�YJ State I ventilation and natural light as per M/0I(,`�� If an alteration is made, the altering ReeaCuro and property support all existing framing and all other construction All hgbitable s sit Il allow for emerges with an op�N�q the '/© '/ �`1oT� ; �L L WORK 5 HI�L� I;AN FORM r0 THE that may be sites, by new construction. ��eriqr s tllecaa bus�dsng department�n��e he esldentiel C.odB of �! architect shall affix to his item the seal New York Sltto e. V"I-C.'AN7h n : u and the notation Altered ��: followed by Demagad,n he ,or otherwise unsound existing framing to be replaced. t!T' his signature,the date of such alteration Y 5, CO M M Frt C IA 1, CO DI- -� Wo7 eo,r/D v General Contractor to consult with Architect prior to removal or replacement of Finished roofinngg shall comply with the minimum standards of the Residential- "`" " =''$� Y ' 1' M E CH^N l c L GO D E ��g framing for written approval. Code of New York State. �1 Y'' �c �,•-' ,�► ► �� and a specific description of the alteration. Provide and Install ON We i cats, blocks etc., at exterior walls and All ' 16I ER 6 �r C 0 D �, ti beers wNk stopping, jo ng, penetrations through new or existing roof shall be properly flashed and „,,. "" rW required code and/or b conditions and in accordance counterflashed. �► _ - `'' 1 with shnderd soceptable pracka. f ° 401r Provide new aluminum flashing where new construction joins existing The contractor shall k - eep the construction area free from debris and rubbish (Typical). . throughout construction.At the completion of the project,Contractor shall Ganaral Nalss rr+rrove al debris,waste materials,and tools from the site,and leave the New aluminum gutters and leaders to match existing as per General �•� completed project in broom dean'condition. Contractors construction cor*act. t Contractor shah obtain all required &ji age cies having�' i Orr-ion approval,etc.for work p�����havir>0 The Archlbd has not bean stained for any construction administration Owned. services, Including but not Nmited to site visits. Provide metal drip fleshing over all windows and doors as required. contractor shah mNritaln coverage Im ail insurances.bonds.alp.as nquinW by The Architect is not responsible for the legalization of any existing structures law and by the owner• to on the subject property. Facias to match existing unless otherwise noted. _ SS , The contractor OWN provide all safeguards as regnJhad b preclude blorYwithout rho this a nor to any work on this project � � owrlsrs end contractors personnel,and b all other parsons at the oonatruction changes drawings p of may be made All electrical work to conform with the National Electric Code and the New ,: I site thhse approval d the Architect. York State Code. �'T b i'7) b minimize damage b adjacent and All new window and door openings over 5'0'shall have studs tripled on jambs. Contractor to provide for all electrical connections,lighting, and power �` f Ifo Contractors shall��clse d ju�rrnsnt The inner two studs shall be cut to receive the lintel or header over the opening circuits, breakers, etc., and related work for equipment pertaining to worts , o z�ud y� s b*V pr'w"- and shall extend in one place from lintel or header to bearing below.The outer under this contract.AN ^� due new construction dun be reabd b retheir original stud shall run in one piece from all to bop plates. '. areas damaged due Contractor to provide for relocation and/or removal of all existing electrical 1 ooridltfor'• No stud shat be cxut to receive piping larger than 1 -'r4'in diameter.If the outlets, switches, fixtures, eic., as required to accommodate new Each trade shah farnhNiarize therrnerves with the intent d three Pbm and ' running d pipes requires the cutting d prates, proper provision shall be made construction. , i # /D�i; #AA6r Each a to thai work with other trades. for tying together and supporting all structural members affected by such cutting as per Code. All existing equipment to be removed and/or relocated as required for AN work and niatirW shall be guarantied for a minimum pared of ons(1)year construction. The Cotte d Sts to facilitate the installation of i will on be N owner. � PIP�n9 only Permitted thorn dela d with the Mowing limitations: All the GFI and shah remain circuits. Drowings M i alighting and receptacle circuits in toilet room and other wet areas to be on and 1oscifc@60 u netrumerks d service ars in itts. P - d b rchl ed will ed the project for which they aro mads is eaecarted The by and bottom edges of' sets may be notched not to exceed 2"except i 1 or sidensbns b this PM18CL that the d or �- ~may 1 or�, a , 1. not b les used on other notcfnknQ fop ed a of in the middle third of its span All switches and dlrrlrner controls to be mounted 48'above finished floor, any b the will not be NoTC M T J X'r P C M A?-1 u f-}E ce M N f n DnT io N S, unless otherwise noted on plans. A�agr ynaM in writing and with �n Pawff� P H culltiling of a floor joist more than 2'is found necessary,a header the full All window designations are Andersen 400 Series with hs'gh performance Ibundalion survey dep�h d the beers shall be cut in to support the end of the gists. lazin Parma Clean'insect screens d msnufecbsxers standard hardware. i Tcin n c er e Licensed surveyor b stab out bows and psrbrrn PPS j The work under this coins!shah consist of all labor,insYlakmh nuleriale and Final selection of all windows and accessories as per contract specifications. K and risosseary b parbnn 6111 work as shown on the drw**W Whe►e pques must pass through joists,holes shall be drilled to receive the _. .. --- i. /' l •z Ths tt � conditions at the Nle. pipes. diameter d such holes shall not be more than W greater than I ' c ' } - - r #y5 hwein and sa Itis outside diameter d the pips.All drilling d tides should be through the mA I U n G 5 C H(,�L �E • , t_ _. AN work shall contour..b the residential cods d Now York Stale.latest edition and neutral axis or centerline d been where possible. i local having i,dir�on- W QD FRAME CONSTRUCTION MANUAL N f {- ' t 7 " ` i Y ��'l1�(� ��i=6oa� r AN louts steal be cnosebridged with sdld bridging and/or 5/4 x 3 bridging Q as rNraled at mid-spen or intervals not to exceed 8'0"O.C. and securely ANSI/AF&PA 2001 EDITION noted at sack and.�shall.not be nailed until after partitions are in Provide solid between joists over girders and plates of Ekrrnent Number and Type of Spacing of 1 oorpodtons, or cruoru b andlor ��p y lions.Metal ridging straps may be substituted and installed Fastener Frvat jnr+ra �•,or an the « c. a �con*uctlon ardlor othorwlaa my FRAMING �= .� p�opary CCIfM�I'� � � Town or Lod pi homing jndadicdm.Cap all abarndaved oily Any structural steal shall be ASTM A-30 in accordance with all AISC M ._. .. __.. _ ^` a000rdarnos with 1lr�lihstrucNorr from titlNly companies or led authorNb having speciation(design,hbrkabon,and erection). Raltar to top plate(Toa-nailed) 'Simpson"HT per roftet_ 1 Common _ r lin• All and/or IaNy columns to les securey bolted,leveled with steel shims Cel b�Pete����) 3-8d Pa joist �tlT ptp� b raNIN colter(Foss-haled) 5-164 Common each lap HgpH• The General Corih r4 n r shall be solely nsporrlbrs for providing ON ails and wimy end'1 in tigM with non-shrink grout. � 1� Pa proticaion(fernclng,berrkn,dc.)dd��xur�inqp d0^i^ the d tivs Provide claw wood dnsaders minimum 2)2'x 8'at interior walls lam partitions;over (Faoe'nail 16d Common each lap PAS'EMs=h'T codas and ion ovahese(06►P►,Mc•)fig pill for non-boars and 2 2'x Ur at n4�framed exterior and interior bears the golac,'lbn or Nti and buldrng. (non-bearing) ( ) ( ) ng Collar is to rafter(Face-nailed) &10d Common each end agog - walls with bean stud au 2-8d each end Y �� ng supports at all new Nrindows,doors,and b Rafter(Toe-neiNd) The General contractor aW ridgy/Qr Nditd If any dYoapancy odours OlXw g n may be raqulned existing conditions and new construction •m Board b ROw,(End-naiiad) 2-16d each and balwMn actual field eondlitim and IgQs The d- -@ N coniaebr shah verify unism otherwise shown or noted.Contractor to verify all framed openings, all dkrisrrbns and oondlNons M the 1kld prior b oornstrucNon. Invader and other franning member sizes,before ordering any windows or dOOra. Do not sok drawings.Written dirrrernedorr conMrned by field oornd ilia tMaa — WALL FRAMING praosdance.M dlscnspancy artsas basad on field ooncdiNor car"wNh T tp Fags-nailed) 2-16d' per foot �` A oP P� bP P An*&B Cs offices fraise prooeading with work or ordering rnalarials. AN plywood sheathing Null be exterior grade C-D exterior,type I exposure. at (Face-rrNled) 4-164 joints-each side �, r C-P I APA svrx4hxal(prade s4.," unless otherwise indicated. Ex geed Toe PIS which is not sotlits irhsil be A-C rade euderior,T I. P 2-16d 24'o.c. ��µ c��. Any itsm d work necassary for Proper aomplo ion d construction,which t Ply's g Type Stud b stud(Foos-mailed) Tra Haspel siderVid covered tFrs or„ iPis manner do need good Joist hangers,hold down dips,etc.,shall be Simpson Strong-Tie Co., Inc., b header(Foos-nailed) 16d 16'o. along edges #. ; an iinPl�� ds the and shall be performed or equal tecurod with annular naffs,etc.,as per manufacturers Top a�n pkle�to stud(End-nailed) 2-16d per 2x stud x-si \ �= - �ippnr+ ( t Pfd 6mr,liC )!or ate tush shiiatural connections. Provide saddle-type, 3-16d per 2x6 shed t M111 t The GarharN Contractor”be responoNs for arty and al Meavy du y t�h a ngas as required.All exterior connectors,fasteners, 4-16d per 7X8 stud �� N, ; CT, 1 t 't � ArchitectP. C. exaveli on,csrthng,refuse and the NOW d Sams M ro�gt*W b SNOW etc.,aha be stainless sisal.Provide welded steel connections for all !` new construction and removal d all debris the site. framing hangers,ale.at steel beams,columns,etc. Kom Pteb to npp�f joist, band joist,end The Ardrltect shag not ba roaparlbk for the paAorrrnarnoa o the work d the AN v�ood fromi shall be constructed and installed as per'National Design or bbddng(Foos 2-16d" per Boot n rq ��;� ��-. � ._�.,� � "7U- � � tib r�C� 3uvgknb for Van Standards n',latest edition. Must be one of the � � # �� n . ,� �: , nor shah M gwrantsa Approved � LOOR FRAMING ��.___:.-_._ Corr,owner Of any other suboontracbrs 1 f� 1 low Joist b all,top plates or girder(Toe-n filled) 4-8d per fast for b tlnk p�roje,c mote by otherwise to' 'st ole-trailed) 2-8d each and Thr Archilad shah not les roaporaibrexmeMrial wppYerdnxrrses �noMd shah ba nml Imum reqs FI rrschna No92doer betterbase design (T ) 2-� each end owner,General contracbr or anyl sLixhjral wood 10 Tore-nailed Ax a proParty autinorited,in writing,by Itis Mctnikct rninirnum Fb 1050 PSI grid wood studs shall be min.hem fir No.2 or b all or torp plate(Toe-nailed) 3-16d each block i T r�i' Fie, 1'P tl better with base design minimum Fb 850 PSI;FV=75 PSI; Fc(perp)_ t I �� The Ardnikd shah not have coned over o dualrga d and Shah not be 1,250 PSI; E= 1,300,000 PSI(sse plans for any additional notes and sip b beans(Facie-nailed) 3-16d each joist roapornsibls for construction means,irral>frods,lachnfgisre, or requirements). Jdst On ledger b bloom(Toe-nailed) 3-8d per joist ► ! rY y prsliars Ar in Band' ' b' t End-nailed 3-16d per j t� �1 F s raapwr 7I order Bhs Garrnl Doubt framing around all openings unless otherwise noted. 1 I ( )�� ) toot ) N �,....._._ I � 2-16d per Contractors oorns�.Son conhacL Band joist b sill or 1bP pl +R r mads All wood beams bearing on steel shall have a minimum bearing of 2 . ROOF SHEATHING Etc " t - nM 10i / C5 Project name and location: No b tnaaa drawings nor b work on this project tray All Ituntnsr shall les d+arrpas d Ih a ArdhitecL gyp-by���Ail~ummberrsha be (free from knots,shakes, , Structural panels r trotnes 8d 12'o.c. �, , t A,),� 7,® without obtaining tlhs written approval r ► �+6 p, fungus,or other defects. Interior and 4 perimeter Beige � ' _ L,�►.rD cap, hj O P� T 1 J Co 17.. � 5/' V The Arddbed all-all not be rasponalbN for the Gen"CmNradora sdrdules Gable endwel!rake and rake truss 8d Y £/ - , C l ? _ , or tailors b airy out tFhs work M aooDrdaros batten d'M oonlrsd doaimsurbs_The All new rod joist,headers and trimmers and other horizontal wood e S b 1 } r Ardhiled shall not haw oexhtrot over ordrnge d ads or ounieNorns d Irks r!rrnbars shall be ad with the crown edge upward. Diagonal board sheathing vv; , i -j I �j� T� r'')T or e► HOT E'L Ganarpl Contractor subconvocbrs or their apsnb or erinployssa,or of any 1x8 or 1x8 2-M Per suPPort t d the Odor persons p.rlorrtnlrng poruor waive 1x10 or wider 3-8d per support +.•Gc►•�C $ 5722,5 M I �lo7QD CEILING SHEATHIINGa w / Ted /10'veld I 5d 000bra i w.Nboerd , w_-__ 1 7t � _ s�qT= �. N.ro.. / �, 5ot,~rNo�r� -7 N,Y �� WALL SHEATHING `oN�- 1 DDITi ON Structural panels sot 1r o.c. _ r � }ft .00, 62 7118' 8d FI ah n- rl ponds 3' /6'field ',r . �" t _ b" 2. 3'ed /6'field - a =+ - - M' CONSTRUCTION DOCUNMINT DATE �"� $114.0 1 f 5d cook`s T'edge/10'field .1 L' ' I '"`�+ ' I # REVISIONS AT Gypsum wallboard 4 , - _ f i -�. g7. ' ! ' W'Do VCCTTa 2 i DiagornN board sh>Msethrrrg 4 �- r 1x6 Or 1x8 2"� �`�� 1 ot 1x10 or wider 3-8d pa support _ -- _ -_- .__-- ,_ _- _ c 71c C,c+r �' ��,� FLOOR SHEATHIING 1` l" 2'D Structural panels `. 1'or less 8d 6'edge! 12'fold grow thin 1' 10d 6'Beige/8'field I -- Diagonal board 2-8d _ pa suit !� z N 1x6 or 1x8 � �I 1x10 or wider 3-8d l�support ;�.f Q ,- r ' r� r lt-q- , G. s �veiiing requirement's are based on wall S66alhing naiiea 6-- on-censer at the , l c� panel edge. Iif wall sheathing is nailed 3 on-center at the panel edge to obtain P/2t�pr�SEid ,g pars ements for structural members shall be Copyright ® Ira Haspel All Rights Reserved. higher shear Capacities, nailing requir01 doubled, or alternate connectors, such as shear plati�s, shall be used to ter. drawing tide: maintain the Road path. . connected members, the tabulated 5 �T � �(��� 111-Qpl �� ��6 - Ew�l�G - ,37 5 'Pry c•�s O I T� P(,A� When wall sheathing is continuous over 1 H.c, s P^C� number cf nal'lls shall be permitted to be reduced to 1-16d nail per foot. 5^5FD D O n sLRv FY e Y Fasteners for asphalt shingles shall be galvanized steel, stainless P Ec 9H IG s urzv SYo(z s , P,c -Vl c. rye 49 618 s'e s,-9rs/3 _ 33 EP9 cE s roofing nails, minimum 12 gage shank with (051 -7G5- so SO 1 steel, aluminum or copper9 TB`InaP` S.c,T, a minimum 3/l8-inch diameter head, ASTM F 1667, Of a length to _ _- �oTE, �gDDiTJDN�LANp .89N/�F.D ��9/zciin�+� 9vs}fL,�}�31� the roofing materials and a minimum of 3;4 inch in DESIGN CRITERIA ��'•' sir I''«�-r©o©,-5F C. 63 , �L�1, � , DoT 2115 penetrate through 9 to the roof sheathing. Where the roof sheathing is less than 3/4 inch FRAME CONSTRUCTION MANUAL F ONERICAN FOREST AND -AND TWO-FAMILYWOOPhage: thick, the fasteners shall penetrate through the sheathing. Fasteners DWELLINGS(WFCM)NW HIGH WIND EDITION draw Job No - shall comply with ASTM F 1667. - - Seg RED o Asphalt shingles shall have the minimum number of fasteners required by tlhe manufacturer. Asphalt shingles Shall be secured to - - �NE A'�C A" �4 5 rte\ SPP HASP the roof with not less than six fasteners per strip shingle (Due to 120 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �� E� � scale: 1 date, WIND SUBJECT TO DAMAGE FROM - t��°k; V t�= 2O t' `'-.'t .9 t mph basic wind speed). ICE SHIELD FLOOD GROUND SEISMIC WINTER UNDERLAY HAZARDS drawing no.: SNOW DESIGN FROST LINE DESIGN MENT LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED '9 22 p 30 PSF 120 MPH C SE V G. 3 MOoE11111Ahr11116Aw vuoWAKoEMTE 11 REQUIRED F s iR