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HomeMy WebLinkAbout42968-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING 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 .tip Survey. Southoldtownny.gov PERMIT NO. � Check Septic Form N.Y.S:D.E.0 Trustees C.O,,Applicdtion �y Flood Permit Examined20_ff Single&Separate Truss Identification.Form Storm-Water Assessment Form Contact: Q� Approved (l �3 '20 Mailto:ilAM�S \l T�L.4GCA, a aVER�AgAV, a�Disapproved ale 1 r Phone:_(fo- 7Z7-1 Ga 11 Expiration 20 Buil ectoT AUG 2 2018 DAPPLICATION FOR BUILDING PERMIT DUUMINGDMV. Date- l�l�`t' 2$ 201% t r1,f,: O 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 roquired... APPLICATION I S 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. (Signature�alicmt �ifarporation) 4 S-r%"LW ELL 1_Aw E \t4:000$0R:`(, N,Y 11797 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder 0W of r Name of owner of premises C?z�,o(A .A-5 Ro13 AL-1 W o (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. q 2 Plumbers License No. Electricians License No. Other Trade's License No. l. Location of land on which proposed work wifbe done: VtoCi IE5 'gAy P"Er, EasT- r^,ARt01-1 J N.Y. t 19 59 House Number Street Hamlet County Tax Map No. 1000 Section 3 Block CD 9 —Lot-2-1 ODULL1VnIV11 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S%14L UE 0"1 e t''l5+ If)Nrzw b. Intended use and occupancy S 1*4&1..1 FA,,��LY i7 w> Ll 1 FhiC�. >Z'A t'l 1 3. Nature of work(check which applicable):New Building Addition +�� Alteration Repair Removal Demolition Other Work xXrSrit/G STRu�rd�CE (Description) 4. Estimated Cost � / �O O 00.oa Fee (To be paid on filing this appli,ation) 5. If dwelling,number of dwelling units k A' Number of dwelling units on each floor N If garage, number of cars9 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N ,eta 7. Dimensions of existing structures,if any:Front 32 V T Rear 57 F T Depth 5 3; '3. V-T' Height e.0 PT Number of Stories vK V5 t i Dimensions of same structure with alterations or additions: Front 12 Rear Depth 55 5 �' 67,y Height "�o ' Number of i �' � m w._.,. 8. Dimensions of entire new construction:Front 3Z 2 Rear 32_ Depth 53�3 Height 20 ' Number ofSfories` ct)t►a 9. Siei of lot:Front w' Rear L i $ 2/ _l r Depth r _. 10.Date of Purchase 1——Name of Former Owner W D t T F-�► ©1�` "� f 11.Zone or use district in which premises are situated "' a 12.Does proposed construction violate any zoning law ord' ance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be remove,d.from premises?YES NO ✓-- 14.Names of Owner of remises/4`�c� ,r .� / 'Addre s7'�LLy W.V Lq7 P p Address w�,x���rrr�y�:l!Ct7rt7 Phone Nof 96)tiSb. -31 115 Name of Architect Address " ' "hone No(6,51)ZZ2-1r.1Z Name of Contractor Address ° `' Phone No. 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`PEMETS MAY 13E�QUIiffD b.Is this property within 300 feet of a-tiddl 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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF DouGL0,4 DIA"E being duly swore,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.) e of said owner or owners,and is day 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 kne e and belief;and that the work will be performed in the manner set forth in the application filed therewith. Nawvpubk,aw%arm wvork rYta�ao+rn� fn"NOW . Sworn to b ore me this my ask ,y " Dec z day of , 2Q rotary Pu is Sign c of Applicant Form No.6 TOWN OF SOUTHOLD BUILDING 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 Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval 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. 5. 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. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 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 - g s to dwell wm 1. Certificate of OccupancyNew dwelling 50.00 Addition __ _ing 50,E Alterat*ons to dwelling,$50.00 Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,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. New Construction; Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet t Owner or Owners of Property: ,0 faA1_VW Oy -._ .L�lid............_......... Suffolk County Tax Map No 1000, Section .....�j. Block Lot 2� Subdivision Filed Map Lot: ...,._. Permit No, �� Date of Permit. „ Applicant: „ Health Dept. Approval: Underwriters Approval: Planning Board Approval:—_ Request for: Temporary Certificate..................... .,._ Final Certificate:................................,,, (check one) Fee Submitted: $ w Applicant Sep na til BOARD MEMBERS rj�'sod Southold Town Hall Leslie Kanes Weisman,Chairpersons / 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric DantesCA Town Annex/First Floor,Capital One Bank Gerard P.Goehringer 54375 Main Road(at Youngs Avenue) Nicholas Planamento � N Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax (631)765 906 4 RECEIVED FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 19,2018 ei , ZBA FILE: #7153 otho�d Town Clerk NAME OF APPLICANT: Douglas & Diane Robalino PROPERTY LOCATION: 1695 Bay Avenue,East Marion,NY SCTM: 1000-31-9-21.1 SE RA DETE [NATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. S1JFFOLK COI.SNTY ADM'1NISTRAT1VE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 16, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide.or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 22, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. The relief,permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION., The applicant's parcel is a non-conforming 22,351 square feet corner lot located in the R-40 Zoning District with 224.47 feet frontage on Bay Avenue and additional road frontage of 83 feet on Tuthill's Path, a private dirt road (24 feet wide right of way). The eastern lot line, shared with a residential neighbor, measures 221.84 feet with a southern lot line of 118.27 feet on Marion Lake. As a result of a corner location, the property is classified as having two front yards. The parcel is currently improved with a one-story, wood-frame, single-family residence of approximately 1,636 square feet, a wood deck and concrete retaining wall, walkways and steps., fencing and a small, waterside, concrete building. Marked "to be removed", are a waterside wood deck accessed by stairs from the deck above and a frame shed, located in the Tuthill's Path front yard as illustrated on the survey prepared by Nathan Taft Corwin, III,Land Surveyor, dated September 26,2017. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's November 13, 2017 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single-family dwelling; 1) located less than the code required minimum l Page 2, April 19, 2018 #7153, Robalino SCTM No. 1000-31-9-21.1 front yard setback of 40 feet; located at: 1695 Bay Avenue (Adj. to Marion Lake)East Marion,NY. SCTM#1000- 31-9-21.1. RELIEF REQjLF$rED: The applicant requests a variance to construct additions and alterations to the existing single family residence, including a wood deck of 448 square feet measuring 28 feet in length and 16 feet in depth on the west side of the residence with a front yard setback of 15.7 feet where the Code requires a front yard setback of 40 feet. ANIENDE ) RF-LEEF: During the hearing the Board discussed with the applicant bringing the plan into more conformity with the code. The applicant agreed to,reduce the size of the proposed deck from 16 feet in depth of 14 feet which would increase the proposed front yard setback to 17.7 feet and thereby reducing the deck to 392 Square feet in size.. On April 17, 2018,the applicant's representative submitted an updated survey (revision date April 15, 2018) depicting an increased front yard setback of 17.7 feet, and the reduction in depth of the proposed deck to 14 feet, as discussed by the Board. Building plans dated April 17, 2018 were also submitted. ADDITIONAL No member of the public spoke at the hearing in favor of, or against this application. The Board discussed the existing non-conforming 6 foot high chain link fencing, along the front yard property line, The applicant and their agent stated that they will be removing this fencing running along Bay Avenue and replacing it with a 4 feet high fence that conforms to the Code. Furthermore, the applicant agreed to apply for a Certificate of Occupancy for the"as built' rear deck located on the southeast comer of the residence. A Pre-Existing Certificate of Occupancy, Z-22150, was issued February 22, 1993, The applicant was also asked to submit prior variances for other non-conforming front yard setbacks, and documentation of general non- conforming front yard setbacks in the neighborhood. On April 17, 2018, the applicant submitted comparative front yard setback relief to neighboring properties. They are listed as No. 830 granted March 24, 1966,No. 3 079 granted on March 8, 1983, and No, 6868 granted on July 16, 2015, all receiving front yard setback relief of 14 feet, 20 feet and 15.8 feet; respectively. FTN The Zoning Board of Appeals held a public hearing on this application on April 5,2018 at which time written and oral evidence was presented. Based upon all'testiniony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law ��-b 3�b 1 . (;rant of the relief as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties, The general residential area surrounding Marion Lake is made up of single-family residences on non-conforming, lots of varying shapes, configuration and access many of which are sited on the lake or the Peconic Bay. The subject property has a Linique terrain; level on the ,north side fronting on Tuthill's Path and sloping down to Marion Lake on the south side with the residential structure built into the einbankment above the lake and Bay Avenue. The majority of the neighborhood's original bungalows have been renovated into More substantial homes reflective of modern needs, many of which have customary front porches. While a deck on the front fagade of a home is not a common feature in this neighborhood, Oie placement of the proposed addition, is offset by the fact that it will service the kitchen, dining and living room areas and will sit above the roadway,not visible from below. 2, Town Law §267-,b 3 h 21. The benefit sought by the applicant cannot be achieved by sorne inetho�d, feasible L_IL)L for the applicant to pursue, other than an area variance. The existing residence is sited close to Bay Avenue and has stood for many years WitlIQLA incident; it was constructed prior to Zoning with a front yard setback of 27.9 feet. Moreover, relocating the proposed addition to a conforming location Oil the cast, side Would riot allow the applicant Page 3, April 19, 2018 #7153, Robalino SCTM No. 1000-31-9-21.1 the same benefit for ease of use, owner and guest enjoyment and privacy as the bedrooms are located on this side of the structure and there is an immediate residential neighbor. The proposed location works logically with the existing floor plan 3. Town Law-§267-bQ)(b)Q. The variance as applied for is mathematically substantial, representing 60,75% relief from the code, However, the relief granted as amended herein will reduce that relief to 553 percent and, while still substantial, will enable to the applicant to enjoy an outdoor deck that will logically provide access from the kitchen, dining and living room areas of the dwelling, and will sit above the roadway, not visible from below 4. Town Law §267-b3Lb)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neig)iborhood, The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town :Law §267-bQ)(L))a. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town LaNv_§267-b. Grant of the requested relief as amended is the minimum action necessary and to; enable the applicant to enjoy the benefit of alterations and additions including a deck addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OE THE,_BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly carried,to DENY the variance as applied for, and GRANT TIU RELIEF AS AMENDED for front yard setback of to the proposed deck of 17.7 feet as shown on the survey prepared by Nathan Taft Corwin, III, L.S. submitted to the l3oard on April 17, 2018, and last revised April 15,2018. SUBJECT TQ!Ijh!QLLQ-vt ING Ct ICI ITIGIL: 1. Applicant shall remove all existing non-conforming fencing from the subject property 2. The applicant shall obtain Trustee's approval to legalize the as built deck and stairs on the south side.of the dwelling Any deviation from the variance(s) granted herein such as alterations, extensions, or demolitions, are not authorized under this application when involving noncon/onnities under the zoning code.. This action does not authorize or condone any current orfumare use, setback,or otherftalure of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three Page 4, April 19, 2018 47153,Robalino SCTM No. 1000-31-9-21.1 (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,I)antes,Acampora, and Planamento. This Resolution was duly adopted(5-0). I Lw".� Leslie Kanes Weisman, Chairperson Approved for filing 7/�-3 /2017 ww Michael J.Domino,President � �� Town Hall Annex �k " , 54375 Route 25 John M.Bredemeyer III,Vice-Presidents P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9249A Date of Receipt of Application: May 7, 2018 Applicant: Douglas Robalino SCTM#: 1000-31-9-21.1 Project Location: 1695 Bay Avenue, East Marion Date of Resolution/Issuance: June 20, 2018 Date of Expiration: June 20, 2020 Reviewed by: Board of Trustees Project Description: Remove part of existing rear deck and south stairs with existing 12.1'x14.5' section of deck to remain; construct a 14'x18' side yard deck; construct a 25'x30' front yard detached garage; remove the existing 11.2'x18' front yard shed; existing waterside 7.4'x9.3' shed to remain; and to remove existing roof rafters and sheathing, and install new roof trusses and sheathing on dwelling. 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 by Nathan Taft Corwin 111, Land Surveyor, last dated June 21, 2018 and stamped approved on July 12, 2018. Special Conditions: To establish and perpetually maintain the area waterward of the concrete retaining wall as a non-disturbance buffer. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. 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. Michael J. Domino, President Board of Trustees Town Hall Annex w' �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 C4 Southold, NY 11971-0959 _ MIUMING DEPARTMENT _. NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION III Date: Owner: DO 16 L Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to.an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss.type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: . Name e n submittin this " ) u� N (p � g form): Capacity(check applicable line): „ Owner Owner representative TrussReg15.docx Effective 1/1/2015 SQFFQ Scott A. Russell STORMWAT]ER SUPERVISOR AG]EMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 "t Town of 1J o u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET 1,,)G 0 6 201 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF T&-][]E . FOLLOW .. m .. .. G: Yes.No (CHECK ALL THAT APPLY) y ❑E3 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 1.00 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E.- Site preparation within the one-hundred-year floodplain as depicted k on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervio a st.�aces of 1,000 square feet or more, unless prior ,approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (PropertyOwner,Design Professional,Agent, g Contractor,Other) S.C.T.M. #° 1000 Date: 2 J District u Section Block Lot , f .: "'FOR BUILDING D PAF( 97NT IISE ONLY �$�f Contact Wmi ati 6 �2 6 + _ i"t.eW,�Mam Nmu txvi Reviewed By: ... ._.m. .._. _.. .� _. ._.. _.. _ Date: Pro elt Address / Location of Construction Work- ENT (o q5 QA V / / 'T AQ�o S prrclwater Management Control Plan Not R �/ to Building 1 errnit. equired. �'e° for processing � � ,� °" � ,l " �'�� L an/ Stormwater Management Control Plan is Required. �,�`,,�I�"�!`A& 12' 1 yy , -1,00 H (Forward to Engineering Department for Review.) FORM -9 SMCP �T"0M4A Y 014 E"+ be CD- N, o a� ¢) a as xK ' I a G r� a ^ O co a) W E . ro o N o F�1 L .-fin lb -oa c N c c Z -0 ° > + ao _ -0o �Q 1 0 U Q, N � Ij �� a) M G 4 O c11, � „, " r. " a) N o m .3 co C de `r� N m O CL O o +� " �` � ~'� �+ aof > = O "• �I ` Q Xuu ° mAn U � 0 40 l ~ r� iCZ N tso 0 � cd cd R. U o Q t~ N v O o � �� is p c� C O " �dp ^. a N N (1) N V 'z ilk R ca CK N C; NO "� u, 1 air O rz = moo " a r. y u W N u o 3 a rGr c r U it u °' o a ) "^�ti W " � i' N NJ - EL- 5 >- > 3 r °" N iLj El L > j U) � U O O '� n cn «LA'S C � C N C ` Ok a� CYd$ 0 C �a X _ O .� L � O ca Cn d O COj 'd U) L , C s O o u U) r v C] clzs Oq u C) = '15 C _� a u C C a�i � a� n W M N c o ` NCL 4 c o O O E �C . O O o o O v a C (O!� " O Q „ vs c� '--' C1. q..� CO O c . pn Ui ¢ o �v O L tad c; b m w�'a X a C7 O -lu O c Q 3 r o ';;,..,. -LpC 4a,---�. f`k C;" ¢Y �f��iv.w,, pq• — 4-. �' , O OL — -%N�) c n 73 � V O CO O �3w. aD C 4u 4_ � >V y4- - C 0 CU +' O 0 O OO m E 06 bD U) O 03 , yT U� c ad p o c v Oa) o O co: O Ur 0 V)Z `c 0. p n z .� ru O p V u u u 3 a od > > 5 [2 rJ a o ¢ * Q cJ S 2 V C7 N 4 00 cJ V t o Q C] J N t+"'. IVIH I G I, —I u JUNE 21, 2018 I AREA DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-15 EXIST. i Backfill,OR Provide Engineer's Certifica pore UPLAND that the drainage has been installed to(yp DESCRIPTION HOUSE 510N&SEDIMENT CONTROLS shall include but not be limited to: DECKS A well maintained Construction Entrance, FRAME SHED Wire Backed Silt Fencing,stabilization& Seeding of exposed and/or inactive soils. CONC. BUILDING TOTAL EXISTING APPROVAL Of STOR TER MANAGEMENT COWROL LA T wn ode p r 36 PROPO I a g . UPLAND T44 Date Approve by: DESCRIPTION 9 S7Q HOUSE EXISTING DECK �' \\ 'p• PROPOSED DECK CONC. BUILDING ^ PROPOSED GARAGE fo,F Fd TOTAL PROPOSED PERMITTED LOT COYI P `" F � X Y- 2 > ����a < e, i 0 xfA— ,45 01 x % ,2? + 'FERENCED TO N.A.V.D. 1988 DATUM "M .pr yp LIONS ARE SHOWN THUS:AU UR LINES ARE SHOWN THUS:— — ---KX— BULK o .�. „� .,Z ✓' WALL -LD JN , OT'_o� �Ry 1INIAWMTABUSHED I[ �, ADOPTED .y ' �'q b ,ps' f 64 ATE LAND V � REVISIONS GENERAL NOTES 6" DIAMETER 1 . All construction shall be in compliance with all required sections of Building Code of N.Y.S. , A.C.I. Reinforced + Concrete Building Code, A.I:S:.C. Structural Steel 'Manual, j and Steel Joist Instite Specifications. i .2. All construction is to be in accordance with prevailing codes and standards. When building in other jurisdictions, variations or adjustments may be required. Ve'tify any such REFLECTIVE RED REFLECTIVE WHITE requirements with the local code or enforcement officer. PANTONE#187 3. All materials and- methods of construction for this project must conform to the requirements of all applicable federal, state and local ordinances. 4. All materials for this project shall be installed- in compliance .with• manufactures specifications and recommendations. 5. The Architect or Engineer assumes no responsibility for construction means, methods, techniques, sequences, or procedures, or for safety -precautions and program in connection with work. There are no -warranties, nor any merchandibility of fitness for a specific use 'expressed- or implied in the use of these. plans. " 6. The architects- or engineers certification applies only to this plan. Alteration -of this document, except by a licensed professional Architect or Engineer is illegal: 7. Architects or Engineers seal and signature only good for H initial use of drawings. Changes alterations or revisions' to re-use of drawings without Architects or Engineers approval voids Seal and Signature on same. r...� 1/2" • 8. Contractor to verify all dimensions and conditions-, before O � N STROKE The construction type construction, and notify the architect or engineer of any discrepancies. Do. not scale drawings, follow. dimensions Z (� designation shalt be only. H � ccie�� 1611119 Ac11Mvl9 ggfflor 66VII J I to indicate the construction 9. . All Plumbing is to conform to N.Y.S. and Local Plumbing Code �y r--I classification of the requirements. � M structure under DESIGNATION FOR STRUCTURAL 10. Electrical work to -conform to theI�I National Electric Code and o LV � Z section 602 of the BCYS COMPONENTS THAT ARE OF applicable Local Codes. � � I ' TRdl55 TYPE CONSTRUCTIONCONSTRUCTION11 . All framing lumk�e�r to-be Doug / Fir 75% #1 and 25% #'2. , ZZ o 12. - All footings to rest on virgin soil or' compacted' per LLI 0 code. � O O "F7) FLOOR FRAMING, INCLUDING > H ILL GIRDERS AND BEAMS 13. Bearing capacity of soil shall conform to building code. ROOF FRAMING 14. • All concrete is : 3,500 • P.S.I. @ 28 day min.15. All lumber and plywood mustbe grade stamped. • . r0*, G ca�R�� FLOOR Ail® ROOF FRAMING a U z co STANDARDS AND CODES 16. All construction must comply with the 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE-AND TWO-FAMILY DWELLINGS FOR- NEW YORK STATE. Q V 17. Double support6 _ „ w studs under all headers 0 and larger. 18. Double framing members are required around all openings and below all parallel partitions. 19. SIMPSON CONNECTORS, as noted on the drawings & as required, on all flush structural load carrying conditions and load Q path conditions. 20. All interior headers to be ( 2 ) ( 2 x 6 ) except as noted O on plan. Q Cn (/) 21 . All exterior headers to be as noted on plan. V Q C) W >: 22. Smoke and carbon monokide detectors detecting devices J W z r- electrically operated, are to be installed per .code. z C) J Q Cfl 23 . All bath rooms without a window must .be provided with a fan Q i _.. vented to exterior, except as noted on plan, per code. W p = N 24. BUILDING PERMIT is required prior to the start of W z construction. � J ? � 25: The followingdrawings re onl for the M g Y proposed replacement - CD of the existing roof st ucture with manufactured roof trusses, re-building of the existing rear wood deck, and the removal and installatio of non-bearing interior walls as no-ted on floor plan. 'The remainder of the existing structure is not the responsibility of the Architect. r A � DESIGNED J.V.D. DRAWN L.B.S. DATE 7 / 18 / 2018 SCALE AS NOTED JOB NO. . 1 ♦ .+w+oYma, ' REVISIONS BY ' / 17 / 18 JVD JVD 5 l 25 to JVD a U t7" 3Z ,_ 0 DN 17 I - WOOL DECK, , tL i CIO"STC;UC-T-U' D \tip t r V4 oQr_ #% i III0 -L Ly I " 0 � I 1r C KT H t_D R h� P R C�'P S E© • � L I�/ 1 N G R d U t.� W OC�� I��n k � Q Z M ��b�oo # { � ►�TER l oc� 3� I ( p y o M 1 q u = � � t_ - q � � Q 1 .0 � M 191 54. ' ' t�l to CL in yo C C o D\t-4 R ocaW\ t-to (D , - -1 d a . LA .� c " v 0 BATH Q 2-4pz I f 2 _ °' ►�P� �' . W 2 ` K�TCN'Et\1 I — - °, 7 , : GL.. rvi � th J A ., N Ir�Tmw , qo, r U # 3 s , _- Z At�l ., 'AA M I I _ It I - P+ROV t pt= ATE G AGc-EIS SD 5tAOVE Ai_ARAIN . M,E.F-T' ENERCw`r CODE) DRAWN CHECKED �� GAR43oN �o►�tOXIDE A.tilo S�tihl<E A'LA.F�M - - �xIST'!N� �,.C�t�ISZ'RUGTlCJ �1 To BE 'R FCi\AoVv-r.> DATE F=NN VENTED TO EXTeRLOR I 3 ZatB EXIST D P R 0 PO,� )E.D FL 0 0 R F LP4\N SCALE C) AS too i ED JOB NO. • 1�. 'R'C>F�mil_1 t\l U . ; SHEET OF SHEETS i REVISIONS BY q �17 �I 8 JVD 1 / 19 /18 AvD . 5�25/ ► � Jva • ..i ._ .. - _ ..__...._....... ._..Y..T.._ _„._.—......._ � I r 1 l ST 4^t G W c�, p E t K c o w 5, .T�© y.tr� D EG..k, w trH C�vT' A p�u 11..t7I t�tG PERMIT Ll PKO POSE D RIGHT' St DE, ELEVA,.,-fi' t0h,J FKOPOSEp FREA\R E.L.EVP\T ► ON (=�RoPoS�tD REPLAC..ZJ,��LNT FZOCD";=' P R o P o s E'D P'V G T R H►.� �,O A'PC�S T`(P'. ---�- . iz. tz —�-_ -r--_ _ I ode f d `cf b DRAWN _ CHECKED DATE 1 3 / Zok8 SCALE p.s No-re r.> JOB NO. D, CZOP AL 1 ►J O SHEET PRQ o9aD L.F-F T' S1DF_ EL Vk ! tOW PRC)P0SF.D ?\C ATilq OF SHEETS x � � REVISIONS By f•�ooF SMING,I_�S TYPE PER dWN�•l� � 3 o 1_2>. F E LT TYP ICE AWD 'WATEM 5HIG•LD T'(P,� '�2. " PLY. W D 5HEATNINGr TYP. MAN U PI�GTt) REO �I Ooo TF:VSSES G'• Z '- O" C�•G , T { P, pRo� I DE. FRLE. AT'TtG. NT1I....AVOW AS REQ D t '- 2 " T-RUSS HEEL, TYP, ---- PER Gott E I X (p P 14 C_ FASC-I A -rRIt o 5D. - wrrH 1 x g, sub FA5GIN TYP. . V1N�{ L V1=N?` �L`a SOFFIT T' KP. I X to PVC. 7'Rt�A 5D. WITH Vq" X l _._----___-- bvT R 1 GG 1= TZS F•Q� c�vER'N f'.Nca AS RcQ 'T `(P. SUF FA,S40 G.iP� { NSTat-LIMPSO►.{ $Tl� �'+P T"►E.S { =0" -4 IV\a TCeo4o F- RoJ A PROPC)SF.Id Z .3$ 6PTT IN5VL-AlT1C?N T`lf' PROPbSE� GATI-{EU� A� W^ Lt.. TOP PLATE UvF-K IJ�ICRO - @, 2 '- O " D. C✓ . AS REQ` D, \NAL-t. TOP PLf�T`ES T•a WNLL tNST�l..1_ SIMPSON 1NTER10R C.+APaI-E C1.117 G1�t>En' T''FZUSS PIT S N FZ S TUO sEL.OW AS P E.Q' Q T'Yr H2. 5T {-IvRR1GANE TIES ON AsE-Q` D P�aP�SE.t� SINGr1_ 'c. TUS �� °AS M%GRC> - LA,tv�, - L ,V. L , AS t�EC� -a . TY , _ go-c'TvM d F -T RU55 TKU S-s II !1 f l E.)C 45T-1 NC-� WALL -V0 BF N � R E tv`,o v 1^ t> SEU � O � V QETb.1 l-_ 'I - II I+ M . INSTA1..L. CZ) C-5 " X tl " rh1C.Ro -- Lp,,N& GON -rItJUoUS 1 ' - O " I� I� HEADER ON TOP OF PL`(. • � WD SF N EF E7 faS REQ"D - G)C t 5"fi l N Ur 'Z x.-I F R^�E r.> W A I.- T'1 N G Ft^d4� TYP• SECTkON C - C, - , Ib - � t\A P ROPo St=tom - RI LAG E L_1 N E TO �F1T"C- H I Z. Iz 12 ►2 �'0 P R oPc' T V S S SEE SEGTIC��I (° R R � I E T A i L �{ �- I + TIC., O (2- z '-O" AS: (RSCA' D 8411 T'.G . ' . 5 U Q Fr•bC)R i t�l Ca 1 Z - � - ToP O �._.14aIEL 1 _ � 0 -Z. TRUSS (TOP. c�F WrYI~1..) .' TRUSS HE•'� t_ 1 . L SL T Y F OD i ii f E3 P.-t- {� 1l 17 G t-! N BEt�Rvot� { L 1 V 1 ty L, R o o M -�-- I NsTP+LL (2) 13/9 X 5 /Z N�ICRo - LAM C-ONT► 1J u ous HEADER ON '4-OP N s'rALL (2) 13Jq X 18 " 1\IGR(a z X ��A•t��.T;� . � , �1 P LL T F LNN& GoN-T-I N UoU$' WA L:L- A'S- RE,(sZ' r> T'f P PINC>IV TC�F` pF EX.ISTJ NCa �/A1..�, -{- '�Z" �'1_`(. Wra 1 F N>rSv AS 'IMQC�p F-)<15TIN4 7- X4 EX ST1 Ncr, FLc�OP� _ Z O i /�S PL EQ' cO T*YP. V DRAWN CHECKED `! 5 JDATEzs �zol�a SCALE AS NOTED JOB NO. P• �.O!i3AL1 NO SHEET . OF SHEETS REVISIONS F1 5D 12'-0" 3" 12" 2" 21' 3" co co HANDRAIL PER CODE DN o TYP co STEPS PER CO AS o TYP EXISTING DWELLING EXTERIOR WALL TYP co F.F. DECK 22.35' 0 co PVC "X6 DECKING TYP DN 0 � N Z cy) 1 14" 14" 12'-0" 5D J M Q V-4co 1 O W Z c,' 12'-0" Z � O 5D Uj WZ O DECK OVERHANG LINE 1'-6" 4'-6" 4'-6" > O O ABOVE TYP 3' 12" 2" 2" � Q DECK FRAMING LINE TYP 3" Q • M DECK AND STAIR LINE ABOVE TYP Z co 2 X 12 ACQ STAIR STRINGER W • REAR DECK PLAN 14"O/C MAX TYP @ ~ SCALE: -1 = 1 �-011 4 X 4 ACQ STAIR STRINGER SUPPORT 3'-0" BELOW GRADE TYP • II � � W � STAIR AND DECK LINE ABOVE U io 0 o EXISTING FOUNDATION WALL U N � co 1.LCD x N r^ � IvJ r m 2-2 X 10 ACQ GIRDER TYP V a W �- FIN. FL. 22.35' MIN. 4 X 6 ACQ SUPPORT COLUMN BOLTED —� W z r DECK FLOOR CONSTRUCTION W Z (- J"X 6"PVC DECKING TYP 0 Q 0 � 14" 14" 12'-0" 14"(1�CONCRETE COLUMN SUPPORT —� Q r FOOTING 3"ABOVE GRADE AND 5'-0" 2 X 8 ACQ F.J. @ 16"O/C TYP 4"X 4"ACQ STRINGER AND 3'-0" MINAS REQ'D > 0 = N EXISTING EXTERIOR WALL SUPPORT COLUMN INSTALL PVC TIMBER TECH 3'-0"O/C BELOW GRADE TYP W Z ~ RADIANCE RAIL SYSTEM MANUFACTURED cc ^_ BY AZEK PER BUILDING CODE TYP 11 EXISTING FIN. FL.22.7 2 X 12 ACQ STRINGER @ G J > M 14"O/C MAX TYP PROVIDE BLOCKING AS REQ'D FOR o a J +� ALL RAILING POSTS TYP cf) p — `1 5 D 2 X 8 ACQ F.J. END CAP cy) INSTALL SIMPSON H2.5A HURRICANE co TIES FROM EACH F.J. TO EACH 2 X 10 EXISTING FOUNDATION WALL ., GIRDER TYP in FINISH GRADE ADJUSTED AS REQ'D TYP ;,It 1, � ,-z. �'Af 4"X "AC SUPPORT COLUMN REAR DECK FOUNDATION AND FRAMING PLAN . - r,f � ' , 6 Q : ill „_ 1_0 ANCHORED TO 14"0 CONCRETE SCALE FOOTING WITH SIMPSON ABW46Z 2-2 X 10 ACQ GIRDER BOLTED THRU 4 ADJUSTABLE POST BASE ANCHORS 4"X 6"ACQ SUPPORT COLUMN WITH WITH STANDOFF TYP OR EQUAL 2-4"0 GALV. BOLTS ON EACH COLUMN MIN. USE 4-j"0 BOLTS IN GIRDER SPLICE CONNECTION ON 4 X 6 ACQ SUPPORT CONNECTION AS REQ'D TYP DESIGNED CONCRETE FOOTING 14"0 TYP J.V.D. ,,••DRAWN L.B.S. DATE SECTION D—D 7 / 18 / 2018SCALE SCALE: ill _ 11-011 AS NOTED C JOB NO. 5 SURVEY OF PROPERTY SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 —09 -21 . 1 SCALE 1 "=20' SEPTEMBER 26, 2017 " OCTOBER 27, 2017 ADD PROPOSED ADDITIONS APRIL 15, 2018 REVISE PROPOSED DECK MAY 21 , 2018 ADD TOPOGRAPHICAL SURVEY JUNE 21 , 2018 ADD NON—DISTURBANCE BUFFER AREA = 22,351 sq. ft. Y 0.513 cc. ,RMPF"R 01111A, III EXISTING LOT COVERAGE OVER UPLAND LOT AREA (20,042 sq. ft.) DESCRIPTION AREA % LOT COVERAGE HOUSE 1,636 sq. ft. 8.2% DECKS 363 sq. ft. 1.8% FRAME SHED 202 sq. ft. 1.0% oy��R�s CONC. BUILDING 69 sq. ft. 0.3% TOTAL EXISTING 2,270 sq. ft. 11.3% �jc .j T°tiF s PROPOSED LOT COVERAGE OVER UPLAND LOT AREA (20,042 sq. ft.) titiy�� O QP ��� \��FE`'G� , s\ Ar �J9� DESCRIPTION AREA % LOT COVERAGE 4 ° Qom HOUSE 1,636 sq. ft. 8.2% EXISTING DECK 175 sq. ft. 0.9% ^+Cl \ 2 O O� PROPOSED DECK 392 sq. ft. 2.0% \ \ \ \ \ CONC. BUILDING 69 sq. ft. 0.3% ° \\ PROPOSED GARAGE 750 sq. ft. 3,7% 4, L9 TOTAL PROPOSED 3,022 sq. ft. 15.1% PERMITTED LOT COVERAGE = 20% OF UPLAND LAT AREA Fti911 e6 do* .0 ✓ G° // �`�A \ 19.d O� 7s `S`� „ ry`� X21.1 \ \ I �J` "� \ ti T O r. �PFs 27h s o ,� 1 I ° �� ,ti < pT 1'.q� 2a.0/ / 'jyc� o 21,t 20.2 —22 15.2 LQ A. r�.a F \ \ zo•2 15. O�G OF NOTES: �F \ / �' 1+ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM !o o N0 EXISTING ELEVATIONS ARE SHOWN THUS: xx.x \ \ _—�t x EXISTING CONTOUR LINES ARE SHOWN THUS: — — --XX—F.FL.- FIRST FLOOR _p G.FL.- GARAGE FLOOR TB - TOP OF BULKHEAD c0 BB - BOTTOM OF BULKHEAD py�i 2 TIN - TOP OF WALL ��2 TIP AF BIN - BOTTOM OF WALL \J •. �� C,vl C� h�-- � 00 °nc PREPARED IN ACCORDANCE WITH THE MINIMUM \ V STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED G FOR SUCH USE BY.,THE NEW YORK,STATE LAND TITLE ASSOCIATII1�„� N.Y.S. Lic. No. 50467 Nathan Taft Corwin III UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Land Surveyor EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 37-237A r - SURVEY OF PROPERTY SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 —09 -21 . 1 SCALE 1 19=20 SEPTEMBER 26, 2017 (f OCTOBER 27, 2017 ADD PROPOSED ADDITIONS •��// APRIL 15, 2018 REVISE PROPOSED DECK MAY 21 , 2018 ADD TOPOGRAPHICAL SURVEY JUNE 21 , 2018 ADD NON—DISTURBANCE BUFFER OCTOBER 18, 2018 UPDATE SURVEY AREA = 22,351 sq. ft. O0.513 cc. LOT COVERAGE OVER UPLAND LOT AREA (20,042 sq. ft.) \� DESCRIPTION AREA % LOT COVERAGE HOUSE 1,636 sq. ft.q 8.2% GARAGE 690 sq. ft. 3.4% CONC. BUILDING 69 sq. ft. 0.3% ��RES PROPOSED DECK 392 sq. ft. 2.0% Fyo °y,� TOTAL EXISTING 2,787 sq. ft. 13.9% el s % IQ. y Cb s TQ�F 1 �� �� g1G� of Q �•a� \ s;� � 9Iro 1 Bldg Dept copy from ZBA \ Final review ` is ,ro. \y, ZBA File # P_ 9 Date: \ `7e \ � coti G9�gcF` \ ���•� pa \27 7 �aO O; \ 7 / \ 22.7x1\ \ i V n ��\ 016 x21.5 p c° x �ry x21.1 \ b 221 tic 'P.y � ^ N0 \ -10 x ryn.% b9 \ �Ftio�� 2L1 1n 2Q,2 / x R> x 2.8 G 19.7 �,cy/g \� / / / X1.4 /16.5 �Y \ X00/ 18.3 �5 j / � 'C� � �P�/ `r0• / 'C°F'� / 15.6 NOTES: �� _ �° 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM !o\ _ °'' --I o EXISTING ELEVATIONS ARE SHOWN THUS: Y�xX EXISTING CONTOUR LINES ARE SHOWN THUS: — — — XX— F.FL.- FIRST FLOOR \�y` —p� y L`. G.FL.- GARAGE FLOOR ° F 'W. R TB - TOP OF BULKHEAD G� 6B - BOTTOM OF BULKHEAD TIN - TOP OF WALL BIN - BOTTOM OF WALL \� °' d) 0 3. \ � Y PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED V FOR SUCH USE BY THE NEW,.=10RK'STATE LAND TITLE ASSOCIATION. �p or� rj,�rej �o Z. N.Y.S. Lic. No. 50467 Nathan Taft - Corwin III UNAUTHORIZED ALTERATION ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE Land Surveyor EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 37-237C SURVEY OF PROPERTY SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 -09 -21 . 1 SCALE 1 "=20' .y SEPTEMBER 26 2017 OCTOBER 27, 2017 ADD PROPOSED ADDITIONS APRIL 15, 2018 REVISE PROPOSED DECK MAY 21, 2018 ADD TOPOGRAPHICAL SURVEY JUNE 21, 2018 ADD NON—DISTURBANCE BUFFER OCTOBER 18,, 2018 UPDATE SURVEY AUGUST 9, 2023 UPDATE SURVEY O AREA = 22,351 sq. ft. 0.513 ac. LOT COVERAGE OVER UPLAND LOT AREA (20,042 sq. ft.) Y DESCRIPTION AREA % LOT COVERAGE HOUSE 1,636 sq. ft. 8.2% GARAGE 690 sq. ft. 3.5% CONC. BUILDING 69 sq. ft. 0.3% (2) DECKS 564 sq. ft. 2.8% j O PERGOLA 144 sq. ft. 0.7% TOTAL 3,103 sq. ft. 15.5% � �A� 0� PERMITTED LOT COVERAGE = 20% OF UPLAND LAT AREA Or Iro b* AN �+ ti .0. `Yy 4- A-. u.0. n'iol 0 l� \�� c tip• c�� ,��/�y �''�"O•.l> lb Al 00°CP 01 kP u x 1b O,� \ ..'•C3s�l' tiir•:�- to ry� .•.`�"__51 Q° / 9 '.,r,� r�� o��°� IAA• � � / /�., /��� / / /a 2-0 15.2 \ O \�� \ 9' zo.o / / �J `( x w` / \ 5 NOTES: N. 10/ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: xx.x X t 1.o EXISTING CONTOUR LINES ARE SHOWN THUS: — — -�CX— — — �� 11.3x �1 G.FL.- FIRST FLOOR \ �° �0 TB G �o - GARAGE FLOOR p u / / / TB - TOP OF BULKHEAD ° BB - BOTTOM OF BULKHEAD -2--1 L 1A Tw - TOP OF WALL 2 BW - BOTTOM OF WALL 8.3 / `'N`\' PREPARED IN ACCORDANCE WITH THE MINIMUM \ O STANDARDS FOR T SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIA J %%'��tl OF NEWco •tP� CR�Y�'; Gti GAF n� s O s N.Y.S. Lic. No. 50467 Nathan� Taft Corwin III UNAUTHORIZED R IS AVIouTIo o°m°N SECTION 7209 OF THE NEW YORK STATE Land Surveyor EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. L.S.uccessor To: Stanley J. Isaksen, .S L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY. GOVERNMENTAL AGENCY AND PHONE 631 727-2090 LENDING INSTITUTION LISTED HEREON, AND FOX (631)727-'1727 TO THE ASSIGNEES OF THE LENDING INSTI- OFFlCES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND, N EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 37-237D 11 REVISIONS GENERAL NOTES El ��. 6" DIAMETER 1 . All construction shall be in compliance with all required sections of Building Code of N.Y.S. , A.C.Y. Reinforced + Concrete Building Code, A.I:S;'.C. Structural Steel 'Manual, and Steel Joist Instite Specifications. 2. All construction is to be in accordance with prevailing codes and standards. When building in other jurisdictions, variations or adjustments may be required. Verify any such REFLECTIVE WHITE re REFLECTIVE RED quirements wi th the local code or enforcement officer. PANTONE#187 3. All materials and- methods of construction for this 'project ' must conform to the requirements of all applicable federal, state and local ordinances. ' 4. All materials for this project shall be installed- in compliance -with• manufactures specifications and 5 a recommendations. 5. ' The Architect or Engineer assumes no responsibility for construction means, methods, techniques, sequences, or procedures, or for safety -precautions and program in connection with vork. There are no -warranties, nor any merchandibility of fitness for a specific use •expressed• or implied in the use of these. plans. 6. The architects- or engineers certification applies only to this plan. Alteration -of this document, except by a 'licensed professional Arcl�itect or Engineer is illegal: 7. Architects or Engineers seal and signature only good for initial use of drawings. Changes alterations or revisions to re-use of drawings without Architects or Engineers approval voids Seal and S=gnature on same. �y -"" 1r2!! 8. Contractor to ve:i.fy all dimensions and conditions, before N t STROKE construction, and notify the architect or engineer of any O The construction type • . • discrepancies. Da. not scale drawings, follow dimensions • Z M ' designation shall be only. 661391 stilly aclll"I SAIV"or 66V5e 9-. . All Plumbing is :o conform to N.Y.S. and Local Plumbing Co e-e-4 to indicate the construction requirements de . classification of the M structure under DESIGNATION FOR STRUCTURAL 10. Electrical work to -conform to the National Electric Code and co O W Z section 602 of the BCNYS applicable Local Codes. COMPONENTS THAT ARE OF C � TRUSS TYPE CONSTRUCTION 11 . All framing lUmberr to-be Doug / Fir 7.5� #1 and 25� #�2. , ^� Z Z O 12. All footings to rest on virgin soil or* compacted' per code. v , w O O FLOOR FRAMING, INCLUDING > r� ■ ■ GIRDERS AND BEAMS 13. Bearing capacity of soil shall conform to building code. QHN/ ROOF FRAMING 14. • All concrete is . �1500 P.S.I. @ 28 day min. Q rY ' 15. All lumber and r'.ywood must be grade stamped. "FR!! FLOOR AND ROOF FRAMING " Z co STANDARDS AND CODES 16. All construction must comply with the 2015 INTERNATIONAL LO RESIDENTIAL CODE TOR ONE-AND TWO-FAMILY DWELLINGS FOR. NEW YORK STATE, LY V larger. ' 17. Double support studs under all headers 6 '-0" and lar ' t--� w g 18. Double framing nambers are required around all openings and below all pa}:allel partitions. APPRO ED AS NOTED L1_p Q/_Q' 19. SIMPSON CONNECTORS, as noted on the drawings & as required, DATE: � B.P.# --S-��D on all flush structural load carrying conditions and load TRU:S rr L/1.CA11V1!^,1G F':QU.R'p FEE: a BY: path conditions. Q NOTIFY BUILDING DEPART NT'�AT 765-1802 $AM TO 4 PM FOR THE r- 20. All interior headers to be ( 2 ) ( 2 x 6 ) except as noted O FOLLOWING on plan. INSPECTIONS: (1�1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 21 . All exterior headers to be as noted on- 'plan. C) 2. ROUGH - FRAMING &.PLUMBING C) W �.. 3. INSULATION 22. Smoke and carbon monoxide detectors detecting devices, .J W z 4. FINAL - CONSTRUCTION MUST Must provide Manualselectricall operated, p W Z ., r. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE D, J and S as per y Aerated are to be installed per .code. p < 0c0 REQUIREMENTS OF THE CODES OF NEW j�yS EnergyCode 23 : All bath rooms without a window must -be provided with a fan Q i YORK STATE. NOT RESPONSIBLE FOR - vented to exterior, except as noted on plan, per code. W � DESIGN OR CONSTRUCTION ERRORS. > � = N 24. BUILDING PERMIT is required prior to the start of W z W construction. J W 25. The following drawings re onlyfor the CM proposed replacement � � of the existing roof st ucture with manufactured roof COMPLY WITH ALL CODES OF trusses re-building of the existing rear wood deck, and the NEW YORK STATE & TOWN CODES � g Blower dooa removal and installation of non-bearing interior walls as AS REQUI ED AND CONDITIONS OF and duCtWOrk r-no-ted on floor plan. 'The remainde of the existing structure is not the responsibility of the Architect. SOUTHOLD TOUJN Z3A testing'required. SOUTHOLD TOWN TRUSTEES N:Y- ELECTRICAL. INSPECTION REQUIRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY DESIGNED J.V.D. DRAWN L.B.S. DRAINAGE INSPECTIONS ARE REQUIRED DATE Contact TOS Engineering at 765-1560 before Backfill.OR Provide Engineer's Certi`.ication 7 / 18 / 2018 that the drainage has been installed to Code. ALE AS NOTED JOB NO. 1 ' REVISIONS BY I • 9 � 17f1S wD 'q l 19 / e JVD 5 f Z 5 16 JVD 3Z O „ DN II o WODD DECK, i �I Z Q U. r! C-10"S"f CZU GT' 1� 0 `o v- W� rHd our autLC>kNc,, l -a 3° rl ? y I , w Q � v GA''HE_ORIN ! a _� .. 91 5 /1 L A/ II,tCA ROC K/\ �� WOGU ���k M � 3k Qev 50 Ccr f 7 Q in Q I 9 t!' � D�hIiNG RoC]1J� 1! 0 o w C - ? U v� 0 �P V . G�— BATH _ o i p : CD M Q W d> > te � — r, p� I W _ I 1 '- O /, oo I 1� � A(�N ► SD � / I � �. 8 — z 9 '� 9 t 9 ....� v O IN RG�,V 1 t7E /�TTI G. AG�ESS ,► � M`v 5 r- M,�M'r ENERGY Co VET DRAWN SD SMOKE. AL ARN� 3Z - O GXtSTING, G01.ISTTZ UGT10tJ J v D CHECKED c9 GARp�oN K&or-IDXC F- p„NO SN&OKE 'A•L. ARM _ � x�srl��, G.�N, STRUGTIOh! TO 5E ZelAo�lEi� DATE I 3 AT. 'F FAN V�N T'E D T4 EXTERIOR SCALE A t> Nc7 TIE D JOB NO. C7. 1?dPaA.l.._1N0 SHEET OF SHEETS i REVISIONS BY gc5©v- ------- ILJ _T - f f P F co Po5 E.C { = c) f' )C Z p, "O W C7, p F-C.K, C o N STf;WC,TlF_G► y,� D Eck PFO POSED R iGH7 Sk DE- ELEVA%TkO , l PROPOSED READ. ELFEWNT iON1 PRc7PoSE� �ZCPI_A.L�t� .NT RCDCDF' © PUS E C7 V 1 ti,l DRAWN CHECKED DATE SCALE As Norc1> JOB NO. D, KOPaAL. t 1•! 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P�TLN T' FZVSs M\GRC> - LAt - L •V. 1. , AS �E �.17 . F-04-c- {�OO F T F�VSS /°�`.� REQ D @ Z �- O " p •C . rAS REQ' b - TyP, TO OF HEr1._ �OTT'ON\ OF TCZV55 �l l� TRU Ss LN l T-0P c�� vt ALL.. H_r-V-L II 11 +1 -- II E.x LST IN.I� watt To B� 11 ) !..o " ��--• n{-� + _ R t~ M o ti/ �to �i i, �j SEC ` I ON DGTNk L � ' � � �Z1y'� . 1NSTAL.L C2.) 13�9 �� X �q '� M1c.Ro �- L_AM r-01J "T" 1N000S HEAC7E.9, ON TOP OF kX15'r"INV+ WALL -k I/Z " PL"Y, • W T3 SF N EEv AS REQ' D 'z ok F R A M r.> T`(P. s SE �T � o �c C - C Ib - o 710, P F;C5 Pc�S E fl . FZ 1 DCa E L 1 hl E TC� IV\Pc T"C- H CA �° PRoPdSD ATT.1G 'T'RVSS D F-r A i L. g - I +I c,, AS .i 5/8,r T.G. . PL`�' . SUE> �L0oRltilCa _ Iz ' iz \9 1. L:. PIS I;zECk• b 1 T o P 0 r=-44 F-F- L � i gorT"O t.1� CIF - TC2VSS rN TPU SS VA F- r--t . 0 Z tzV SS CT'OP. o W AL.t.) `� TRVSS. HIE L i - G 1-}EEL. , u 1 1 AT H �� l TG N QEt> .00�1� 1 •L I V I Ca R o o 1',A I NsTALL (Z) 1 A X 5 /z WC.Ro - LAM „ GUh1?'t Q u pus µEA'DER ON TUP I N S'T-AL t- (Z) ( 3/q ./X 18 4 r= !EX ISTIMJCq Z X A ;=v-A.N\E.t �1 P LL T `( LP�NI GaN-T1 N VOtos '{.ISkvt-%Z wA L_`L.. AS - R'E,Gk' :p T"-(�" ON -7 >'F' OF -t- '/Z" PL.`(. WD I F N'££p AS 'QSQCs EXISTIINU Z. X q FRa.h�E© WAwt.-L AS EX 1ST\ N� FL0QP., Z O I DRAWN CHECKED DATE . 5 � zs /zol8 SCALE �.S NOTED JOB NO. 5EGT' 1C ) N A - N -- 5EC,Tko1\� E3 - E> • P. K01)h,,Q N 0 o' S C.A.L-C- SHEET t• OF SHEETS REVISIONS J 5D 12'-0" 3" 12" 2„ 2" 3" ih M HANDRAIL PER CODE DN o TYP 01, i� STEPS PER CO AS o TYP EXISTING DWELLING ' EXTERIOR WALL TYP F.F. DECK 22.35' 0 { PVC J"X 6 DECKING TYP e`•i DN O N Z cy 14" 14" 12'-0" 5D J i s -4 co O w Z 12'-01' Z ` O .Lo uj 0 DECK OVERHANG LINE 1 -6 4-6 4'-6 1 -6 n/ > O Q ABOVE TYP Q 3' 12" 2" 2° L..L. Q � Q DECK FRAMING LINE TYP 311 • NCO DECK AND STAIR LINE ABOVE TYP Z co 2 X 12 ACQ STAIR STRINGER 1 W • REAR DECK PLAN ,4"O/CMAXTYP @ �. SCALE: 1" - 1 '—O" 4 X 4 ACQ STAIR STRINGER SUPPORT v 4 I - 3'-0" BELOW GRADE TYP \0 w STAIR AND DECK LINE ABOVE I U ifl 0 0 EXISTING FOUNDATION WALL Q U r oo 4 Q N � r m 2-2 X 10 ACQ GIRDER TYP V a W �- 4X 6 ACQ SUPPORT COLUMN BOLTED -� W Z r- DECK FLOOR CONSTRUCTION FIN. FL. 22.35' MIN. W z "X 6" PVC DECKING TYP -J 14 14 12'-0" 14"0 CONCRETE COLUMN SUPPORT Q 2 X 8 ACQ F.J. @ 16"O/C TYP 4"X 4"ACQ STRINGER FOOTING 3"ABOVE GRADE AND 5'-0" W � Q EXISTING EXTERIOR WALL SUPPORT COLUMN AND 3'-0"MIN AS REQ'D z INSTALL PVC TIMBER TECH 3'-0"O/C BELOW GRADE TYP RADIANCE RAIL SYSTEM MANUFACTURED ccW W BY AZEK PER BUILDING CODE TYP EXISTING FIN. FL.22.7 2 X 12 ACQ STRINGER @ G u (� 14"O/C MAX TYP Q >N M PROVIDE BLOCKING AS REQ'D FOR o a +� ALL RAILING POSTS TYP Zo p - 5 D 2 X 8 ACQ F.J. END CAP if) INSTALL SIMPSON H2.5A HURRICANE M TIES FROM EACH F.J. TO EACH 2 X 10 EXISTING FOUNDATION WALL ' GIRDER TYP FINISH GRADE ADJUSTED AS REQ'D TYP Lo EAR R DECK FOUNDATION AND FRAMING PLAN 4"X 6"ACQ SUPPORT COLUMN ANCHORED TO 14 0 CONCRETE 2-2 X 10 ACQ GIRDER BOLTED THRU SCALE: 4 1 O FOOTING WITH SIMPSON ASW46Z a _ ADJUSTABLE POST BASE ANCHORS 4"X 6"ACQ SUPPORT COLUMN WITH r' Ale WITH STANDOFF TYP OR EQUAL 2-4"0 GALV. BOLTS ON EACH COLUMN MIN. USE 4-4"0 BOLTS IN GIRDER SPLICE CONNECTION ON 4 X 6 ACQ SUPPORT CONNECTION AS REQ'D TYP DESIGNED CONCRETE FOOTING 14"0 TYP J.V.D. ;,DRAWN L.B.S: DATE 7 / 18 / 2018 SECTION D-D SCALE 1,� _ , ,� SCALE: 4 1 —0 AS NOTED JOB NO. p 5 REVISIONS GENERAL NOTES S I WD 611 DIAMETER 1 . All construction shall be in compliance with all required sections of Buil-ding Code of N.Y. S. , A.C.T. Reinforced Concrete Building Code, A.I:S:'.C. Structural Steel Manual, and Steel Joist Instite Specifications. 2. All construction is to be in accordance with prevailing codes and standards. When building in other jurisdictions, variations or adjustments may be required. Vef.ify any such : _ REFLECTIVE WHITE REFLECTIVE RED requirements with the local code or enforcement officer. PANTONE#1.87 3. All materials and methods of construction for this project must conform to the requirements of all applicable federal, state and local ordinances. 4. All materials for this project shall be installed- in compliance wit h manufactures specifications and recommendations. z . 5. The Architect or Engineer assumes no responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and program in connection with work. There are no warranties,, nor any merchandibility of fitness fora specific use expressed- or implied in the use of these. plans. 6. The architects or engineers certification applies only to this plan. Alterat'ori of this document, except by a licensed professional Architect or Engineer is illegal. 7. Architects or Engineers seal and signature only good for initial use of drawings. Changes alterati'ons or revisions' to re-use of drawings without Architects or Engineers approval voids Seal and Signature on same. e--1 1/2" - 8. Contractor to veri-fy all dimensions and conditions, before O � N , _ STROKE construction, and notify the architect or engineer of any The construction type discrepancies. Do. not scale drawings, follow dimensions M designation shall be only. H 0\ (ON silly gI15I ccll.l"M fAlV"or 46vil J e- 4 1 9-. . All Plumbing is to conform to N.Y.S. and Local Plumbing Code r..l to indicate V ie construction requirements. �...1 classification of the m >- M structure under DESIGNATION FOR STRUCTURAL 10. Electrical work to conform to the National Electric Code and O w section 602 of the BCNYS applicable Local Codes. COMPONENTS THAT ARE Off' LY 11 . All framing lumber to-be Doug / Fir 75$ #1 and 25� #'2. TRUSS TYPE CONSTRUCTION � W Z O 12. . All footings to rest on virgin soil or' compacted* per code. JI 00 �► EiF!! FLOOR FRAMING, INCLUDING CY H ■ ® GIRDERS AND BEAMS 13. Bearing capacity of soil shall conform to building code. G Q MI �G c�R!! ROOF FRAMING 14. - All concrete is : 3, 500 • P.S.I. @ 28 day min. nw,C Kim. "', V �� !! 15. All lumber and plywood must be grade stamped. • • Q � • �R FLOOR AlV6 ROOF FRAMING Z co STANDARDS AND CODES - Q �"" • 16. All construction must comply with the 2015 INTERNATIONAL RESIDENTIAL CODE FOR ONE-AND TWO-FAMILY DWELLINGS FOR. ON V NEW YORK STATE. r-I w cn 17. Double support st,, s under all headers 6 ' -0" and larger. * 18. Double framing meroers are required around ail openings and below all parallel partitions. 19. SIMPSON CONNECTORS, as noted on the drawings & as required, on all flush structural load carrying conditions and load - path conditions. 20. All interior headers to be ( 2 ) ( 2 x 6 ) except as noted C:) on plan. Q �— 0 21 . All exterior headers to be as noted on plan. U Q W }: 22. Smoke and carbon nonokide detectors detecting devices, J W Z r- electrically operated, are to be installed per .code. z p J Oc0 23 . All bath rooms without a window must .be provided with a fan Q vented to exterior, except as noted on plan, per code. Q W N 24 . BUILDING PERMIT is required prior to the start of W Z ~ construction. ^ W 25: The following drawings are only for the proposed replacement Q N of the existing roof structure with manufactured roof trusses, re-building of the existing rear wood deck, and the removal and installation of non-bearing interior walls as rioted on floor plan. 'The remainder of the existing structure is not the responsibility of the Architect. J Q �CO .°� 0 Q a 9r �0 0z3� DESIGNED 4 J.V.D. DRAWN D L.B.S. DATE OCT - 1 2013 7 / 18 / 2018 i SCALE s °T• AS NOTED JOB NO. �5 U t E_`Ir I1-i G, S 0 V-< R �P�.AC� �n>= N-r 1 1 i i t i ' REVIStONS BY • � � 17 / 18 JVD 9lt9 � lg JUo 5125 is Jvo V M� q 30/ is Jvo DN _ I - o wo 0 D D ec.K, t C-10"1 T?IQG--U D il� Z yj o v- �ti� rI� air P• i III ° -� -' F3 u t L...D 1N C4 N - I Z 0 / M) — — — ( T 75 ( W Q CP\THEOR ''�� �I I PROP©SEd � IV LNG Roc��� �( woc�b � .�-K Q - r N v W Z _ # riTEfZIOR 'S� I I fa 0 M 3 1 t� 12. PITLH Y Q M l o I , 19 '_ 5 ..E. +t t 7 q Q to I so C74/ CL 4 9 Gz ElIi I � z4, I (0' v0 I _ \g Gl . . BATH o '`r K H tJ ii cr 3-0 M > Q W ' z QN ( N 4 W/ 1 - O ROOF ,D 3 o" I I I M W - - � E3�D�obM �Ebi�,pC�►./L r # 3 q n Q-3 .a Q. I �k y pFLO V i t7E A'1"TI Cs AGE-EIS 4 AGG.E55 o g . DRAWN;: _. SD 5 M0V, A,L.A,?N1A 0 " IvLvST' M,�F-T ENERGY CODE REP1-/�<.Ep GOI.tSTT� UGT'Ipr.1 J V D CHECKED SO �,p�p�pJ p N �o �1 C�X 1 D E A+�*1 C7 5 MCA K� A►L A1�,� - � - - �?ClST"ING, L,pt� STR VGTlO ►.1 + TO ° Fi F-tA0Ve.v> DATE I 3 /zoIs Fi»N VENT'Eb T� EXTERIOR EXl 7 � t PO : EU r ' ) �_OC R,' F>L.�\ �` � � N P RC� PO E Sb SCALE CC>I.1S�"'t�UG'r10� 1 �1 A5 NOTED 1 '_ O JOB NO. c.c7 N 5 T Q u c.-r I a t J SHEET OF SHEETS REVISIONS BY . h 9 13o Ile ivo 900f:! TYPE PER OWNF—K 30 L.e>. F E L-1- T '-(P 1C.E AND WATEM SH I E.LD T'(F', PLY. wr-> SHEATH,Ncm TYP• l./ A,M U FAC-rURE0 VAI00Z) TRUSSES pRoV I eE FRLE AT'T1G. Vr NT l L-ATloW AS RE4 ' to t '- 2- " TRUSS HEEi., TRIP, PER C,bVE I X Ca P -6 C- FASC-f A --RlM Fat:. WITH 1 X 1 15Ui3 FA5C-IA 'r'yF, � A VIN -( L- VENTEV 54FF17 7 `-( P. IXGo PVC. TR%M E�D, WlTH 7I1" x -}--- -- -- DurRlG�,ER� F•o avmac,NP.ttU AS �.�Q "T `(P, Su�3 FP.Sc.1A I 'l ► NSTAt-.1... �alt�Pso� ST � P1P 'T-tES - -4 MS TC,4c (o FRvM PROPoSF-© FZ 'S$ 5P.TT lN5vL-P•'TIO" T`t'P. P1zoPo��c� G/�T'HEp� AL W^ L%-. TOP PLP,7-E UVE K NAJCRC) -- (;-1 2 '—O " 0. C, . AS REGk` D. E)(1TtNCa 'I2. GYP. C'�D. T `( F'• IZ VNAI..t_ 'rOP TC7 WNLL iN5'rP.L _. 51n&FbotJ 1N�'ERtOR UA�LE E1Jl> G, 1�D� T"tZUS� 4' STUD BELOW A #1:. hi 2.. 5 T 1-1 u F:R i G A N E T S As c�.EG�` C� P�Zc� f'oSE V SINGI r-- 'RCrc-1-A TFzvss F-Ac.hl 'ROOF 'T R.VSS PAS FiEQ'C� .c . "AS EQ' v M10RC� - L.Nty^ - L ,V. L cn, Ve �.©TTOM of 't" C�U55 p� ( �op C.TFZU SS N +I e E.Xl5TIvl O BE ` I+ N dap v l "ca SECTION DET"A-st L 9 Il l� RM • INsTAt-L CZ) 14q X -11/4" Nt1c,RO C. UOuS A L '• • - O •, I( I I t7 E N TOP F W l.._�+l FZ Ei�L .&,C C C ) . SC E 1 1 1-�EA R c� d NE ZX9 I id -G� r sECT � ON C - C s r, 1 MAN . p R�Pv SEfl . FZ1�Ca E L_� N� 7-0 l � ' t� 12 �- ►Z co SEE SEGTIOre! �. 2 '-0" AS 4Z�cs�L p • G� z '-D " A REQ� D S U Q ��.boR I1�1 Ca I Z -)4 T T' c- L.-( A S C2 Ec�k b Top 0G 14EE�- aJ 80T~T-ON\ b� Tt?US� rN Z (Top O F' w r�,�.,.t-.) �� T Ru S S H �'R V coS S -- T Y F e4 s HAI-L 'F3 AT �-} 1� t TG t-41= 1� E,EG�CaC�hh t L 1 V 1N Ca FZ O ca M INSTALL (2) 1 /q X 7 /y MICRO - LAM. . . ' GC wlJ I Q U OUS HEADER ON TCatr' to "� ,� r��� 0, r, T 0� 2,)<l WAl 3 -1 c'-.cPLP.LEa -.LS - N EW tNSrt'ALL. CZ� 13/4 X � 4 N`CC.�zo L.P�M GO►`-L T'I N V oUs {�E ace t+rZ Ca � L.`d R E P LA c.Et7 Z, ?C'�I �'�� � y±�1�:�?, pE. ON Tca'P OF NE.WL.`( CZEP L.AGEO 1 A N�. t7 W�tA1..L.S RE.PLA�.ED 2 K f=ftR.MED W ALI.S r , �EpL.ACEC Z X A WALLS 2 X WALL.S 1 1 �i C.., -- Z d - I EX ST FLOOF"� tliY DRAWN CHECKED DATE 5 z IS l-7018 SCALE AS N OrED JOB NO. P• F�o�3ALiN0 - - - SHEET OF SHEETS