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HomeMy WebLinkAbout40418-Z ,o�sUFFot,�% Town of Southold 2/18/2016 y P.O.Box 1179 . 41 53095 Main Rd • %l Southold, New York 11971 sttralii- CERTIFICATE OF OCCUPANCY No: 38100 Date: 2/18/2016 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: Crescent Ave.,Fishers Island SCTM#: 473889 Sec/Block/Lot: 6.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2016 pursuant to which Building Permit No. 40418 dated 1/20/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior alterations to an existing one family dwelling as applied for. The certificate is issued to Riegel,Amanda&Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40418 7/10/2015 PLUMBERS CERTIFICATION DATED 7/16/2015 P te's Heating&Plumbing A rite Siggnatre % Town of Southold 2/18/2016 P.O.Box 1179 {o 53095 Main Rd ti y�al ��o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38101 Date: 2/18/2016 THIS CERTIFIES that the building ACCESSORY Location of Property: Crescent Ave., Fishers Island SCTM#: 473889 Sec/Block/Lot: 6.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2016 pursuant to which Building Permit No. 40418 dated 1/20/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"non-habitable accessory greenhouse with attached shed as applied for per ZBA#6786, dated 9/18/2014. The certificate is issued to Riegel,Amanda&Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40418 7/10/2015 PLUMBERS CERTIFICATION DATED 7/16/2015 Pete's Heating&Plumbing Authorized Signature Pr•gUFFOI,., TOWN OF SOUTHOLD oo�A eo�� BUILDING DEPARTMENT i y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT- (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS _ UNTIL FULL COMPLETION OF THE WORKAUTHORIZED) Permit#: 40418 Date: 1/20/2016 Permission is hereby granted to: Riegel, Amanda 94 Broad Brook Rd , Bedford Hills, NY 10507 To: Interior alterations only to an existing single family dwelling as applied for. Replaces BP# 38293 At,premises located at: Crescent Ave., Fishers Island SCTM # 473889 Sec/Block/Lot# 6.-3-1 Pursuant to application dated 1/20/2016 and approved by the Building Inspector. To expire on 7/21/2017. Fees: _ PERMIT\RENEWAL $100.00 - :, ...' i $330.00 • Total: $430.00 /, Building • - .ector ' - TOWN OF SOUTHOLD 'e-gUFFDI,�-CO%- BUILDING DEPARTMENT 1,11 TOWN CLERK'S OFFICE •oy SOUTHOLD, NY ''- 104 dao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38293 Date: 8/29/2013 Permission is hereby granted to: Riegel, Amanda & Riegel, Richard 94 Broad Brook Rd Bedford Hills, NY 10507 To: Interior alterations only to an existing single family dwelling as applied for. At premises located at: Crescent Ave • SCTM # 473889 Sec/Block/Lot# 6.-3-1 Pursuant to application dated 8/20/2013 and approved by the Building Inspector. To expire on 2/28/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO-NEW CONSTRUCTION/ALTERATION/REPAIR $50.00 l'///1 . $250.00 Building Inspector 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 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations 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. 1/14/16 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 3651 Crescent Ave Fishers Island House No. Street Hamlet Owner or Owners of Property: Richard E. Riegel III & Amanda JT Riegel Suffolk County Tax Map No 1000, Section 006 Block 3 Lot 1 Subdivision Filed Map. Lot: H P Broom Housewright Inc Permit No. Date of PernuPisapproval 6/18/14.pplicant: Harry P Broom Jr Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ a I I Applicannignature ��� iii __ /I',� ®f SOU4S-s 10' (sr 2.-- ®c® Town Hall Annex �� . : Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 :- �? roger.richert(c�town.southold.ny.us Southold,NY 11971-0959 �' �_t `l �4COU ,M.lei ... 01. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Riegel Address: 3561 Crescent Avenue City: Fishers Island St: New York Zip: 6390 Building Permit#: 38541 8-36-29,1 Section: 6 Block 3 Lot: 1 4-104 IS WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Connected Systems LLC License No: 45453-ME SITE DETAILS - Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 95 Ceiling Fixtures 59 HID Fixtures Service 3 ph Hot Water GFCI Recpt 22 Wall Fixtures 67 Smoke Detectors Main Panel 2-200A NC Condenser 3 Single Recpt Recessed Fixtures 25 CO Detectors 4 Sub Panel, A/C Blower 3 Range Recpt 1-40/ Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 2-30/ Emergency Fixtures Time Clocks Disconnect 2-200A Switches 109 Twist Lock Exit Fixtures TVSS Other Equipment: Includes House, Garage and Electric to Boat Dock, 11-Exhaust Fans, 5-Paddle Fans, 1-30A Wall Oven Notes: Inspector Signature: Date: July 10, 2015 Electrical 81 Compliance Form xls t II' ir ' 1\ JAN 2 1 2016 ;'L it! Code Enforcement Certification of Compliance-Domestic Water Supply Solder&Anti-Scald/Thermal Shock Prevention Building Permit#: 3 S 1/ t'T 404-4 t n -,tO-i S Property Owner: M'4'^ a-Ct e,S.2 cl\c.,rlE 1� 42-S-01/4 3�s1 v Property Location: c s c 1 Yi• P v-Q t &N-Q`i`s s IQ" Installer/Plumber: PQA-Q S 1. 12t•-\-\n S P\ ' co",- \ ► Cls M PAS• \L-, 6% .3-ort.._ Lot,VN-L. ,Address and Telephone: 1-QA.��'~� c t c1 Suffolk County License Number: 4O 1Q.L- PIC? I hereby certify that the solder Used for the domestic water supply lines in connection with the above referenced building permit conforms to the applicable requirements of the Codes of New York State and as required by other provisions of the Codes as applicable. I further certify that an anti-scald and/or thermal shock preventing device has been installed in conformance with all applicable requirements of the Codes of New York State and as required by other provisions of the Codes as applicable. Please check one: (J) I certify that I am the licensed plumber(License# "C 0(2 444 fi that installed the plumbing on the above referenced premises above. ( ) I certify I am the homeowner and I personally installed all the plumbing on my above referenced premises. Sworn to bef.re me this / Signature Day of t , 20 l( milk�.. I otary) oet,1 Revised 12/5/12 N IMPORT DATE Coluivn NTS • Liz,:. `I FIELD IriSI� • ------------------ • • FOUNDATION(1ST) ; l r�rrrrrp«rrrrrwrPr�rrrrrrMrrr.rrrrr • ' • • FOUNDA.TION(SND) 771 R • • ., kt) g . . t • ROUGH FRAMING& • ,4 N PLUMBING • c.• • • C ' • , y INSTJL�ATION M.N. CA N.Y. - STATE ENERGY CODE • r • y • 1 FINAL • • -- --- -ADDITIONAL COMMENTS •-�' 40 - - -----. .- . )- f I. - 3o -. - ,_.1 l '9a' - - — • 1q ,. i / I Mtn IF i r - t . 0 \i_.._.1I / 4& ; r 5 C Ii / /L I ' • __ r' Z b —1 , yes ! , '_.k ' .! • a/__. ../. �, •0 d , ' P78%. ' 1507: .c:::'% -h Rzi . INIRI I ► M : ' g.-.10-1(0 • ^a .61 -..-�►'ri!!, ' 4 . / 1 1 I 0, lC,: :'��s; . i N - . • , , P p • • o 7-1, 12g • i SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST i.NG DEPARTMENT Do you have or need the following,before applying? „WN HALL Board of Health cOL`THOLD, NY 11971 • 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ' • . Survey SoutholdTown.NorthFork.net PERMIT NO. 5 BD-Ct. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application _ Flood Permit Examined 4201 ,20 )-2-, L 1 �t S Single&Separate RIF Storm-Water Assessment Form 11: , AVG�20n,213 _°J, .et: PP l l Approved il� 2013I. 1� IMail to: Disapproved a/c • a, :, Am : �� Phone: Expiration ,20 "Fr 11111111Marrr,n •ector APPLICATION FOR BUILDING PERMIT • Date , 20 )3 INSTRUCTIONS 6 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 applicablelaws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. n (Signature of applicant or if a corporation) Zf I&rasst. i l I ea c IW Ol "6637) (Mailing address o plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 1 cillai d E j! u of i1 (1!- °As on the tax roll or latest deed) - If applicant is a corporation, signature-of duly authorized officer _ (Name and title of corporate officer) Builders License No. 1-t'9 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: - 'eQ t ctee-oceAA:r CW-e, -M/yrs 114c�.v�cl House Number Street Hamlet '-J ' County Tax Map No. 1000 Section Cp Block 3 Lot /' Subdivision Filed Map No. Lot IC 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1110(t ti409.0i b. Intended use and occupancy j L ` ' rpt ,.1 ' A - `#_ ! L• • 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4LOi 000 Fee 4 256 (To be paid on filing this application) 5. If dwelling, number of dwelling units t Number of dwelling units on each floor If garage, number of cars ( CiV,-;Cir. t.;,::: C +i,e4 , 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of eicisting structures, if any: Front 65f (o`( Rear 1p 51—e It Depth `�Z ,�3�� Height 04 —(a 1.1 Number of Stories Z A�LL wow, ie- lt�Tttcyp.. Dimensions of same structure with alterations or additiong: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories ,i,J �p is ek-Frenvufi y ds 4Z 6 0o r x L1 v( 9. Size of lot: Front Rea Depth 10. Date of Purchase 144401. 2,0 i.2 Name of Former Owner eAn c Mc 1 ar af 11. Zone or use district in which premises are situated g, 9,0 -1e- /*- vdLn eiv:ice_,A)i I) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V (o su)ovvi i filed fir ee.ferior-Goo de_ 13. Will lot be re-graded? YES NO t'Will excess fill be removed from premises? YES NO f wchoura q ankaittQA eivf 151r0ac(F3t-evacpci 14. Names of Owner of premises fei e j t Address W-6 red fF?t(s Phone No.91-166z 30272 Name of Architect Preantia giv t tele Address? J �ytied AWMe No 066 ci3tf I Lf b l Name of Contractor TI5TD Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/j * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BiE ..SQUIRED. 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 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �) �0pp1�� —\i, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing g g act) above named, (S)He is the a e_ti ,`i` (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo o before me this " 14-r'ay^f20 • 8/iciii,� ,',4tejik_/- tarY‘Public O.P 9)36 1 3 Signature of Applicant BOARD MEMBERS i.°p' OW'' Southold Town Hall pE SO(/ Leslie Kanes Weisman,Chairperson ��� ly"' 53095 Main Road•PO.Box 1 179 ,V% alp Southold,NY 11971-0959 Eric Dantes41g Office Location: Gerard P.Goehringer �� Town Annex/First Floor,Capital One Bank • George Horning .ter. . 1 54375 Main Road(at Youngs Avenue) Kenneth SchneiderTCOU 10' Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS , RECEIVFD TOWN OF SOUTHOLD Ga'l(GC r i j aQ Tel.(631)765-1809•Fax(631)765-9064 c; � alled4(21 outhold To n Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 18,2014 ZBA FILE: 6786 NAME OF APPLICANT: Richard E. and Amanda J.T. Riegel, Ill PROPERTY LOCATION: 3651 Crescent Avenue(corner Central Avenue, Munnatawket Avenue and Fox Avenue) Fisher's Island,NY. CTM 1000-6-3-1 SEQRA DETERMINATION: 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 SUFFOLK COUNTY ADMINISTRATIVE 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 August 19, 2014, 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: 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 subject property is an irregularly shaped, conforming 91,040 sq. ft. parcel in the R-80 Zone. The northerly lot line is adjacent to Crescent Ave., and the corner of Central Ave. The easterly lot line is adjacent to Munnatawket Ave., the southerly lot line is adjacent to Fox Ave.,and the westerly lot line is adjacent to Crescent Ave. Because of the proximity to public roads along all lot lines, the property is defined by four front yard areas. The parcel is shown, with the non-conforming front yard location, and setback of an as built' accessory shed/greenhouse on the survey drawn by CME Associates Engineering, Land Surveying & Architecture, PLLC, dated December 16, 2013. BASIS OF APPLICATION: Request for Variance from Article XXIII Section 280-124 and the Building Inspector's June 18, 2014 Notice of Disapproval based on an application for building permit for an "as built" accessory shed/greenhouse at 1) location other than the code required rear yard. RELIEF REQUESTED: The applicant requests a variance to maintain an "as built" 14'1 1" x 39'6"accessory shed/greenhouse in a front yard area with a setback of 11.7 feet, where a rear yard location is required by Code. ADDITIONAL INFORMATION: The accessory structure has existed in its exact location, with an unchanged footprint, since approximately 1974. The front yard area of the structure faces an unimproved, dirt section of Munnatawket Ave. that is used almost exclusively as driveway extensions for two/three adjacent properties. This property obtained an area variance in October 2013 under appeal #6684, for additions and alterations with a front Page 2 of 3—September 18,2014 ZRA File 6786—Riegel SCTIvlN1000-6-3-1 yard setback of 2.7 feet, which was approved with conditions. One of the conditions was to obtain a CO for this accessory shed/greenhouse. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 4,2014, at which time written and oral evidence were presented. Based upon all testimony,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 §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The accessory structure has existed in its location since approximately 1974 without having produced any known negative effects on the neighborhood. The Applicants will maintain the existing, long established, non-conforming front yard setback of the shed/greenhouse from the adjoining road (Munnatawket Avenue). This ROW is in fact an unimproved, dirt road that is used almost exclusively as driveway extensions for two/three adjacent properties. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The Applicants' property is uniquely situated between three paved public roads, and one unpaved dirt road (Munnatawket Ave.). This has created a parcel with four front yard areas. The existing"as built"accessory structure has an existing 11'7" non-conforming setback adjoining the unpaved road. A conforming rear yard location in which to relocate this structure, if it were even feasible to do so, does not exist on this property,and therefore the proposed, existing, non-conforming location requires a variance. 3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the variance granted is for an existing non-habitable shed/greenhouse accessory structure that is located in a nonconforming front yard location along an unpaved road that is primarily used only as driveway access for several adjacent neighbors. The non-habitable structure has existed on this site since approximately 1974,and will remain a non-habitable structure. 4 Town Law $267-b(3)(b)(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 neighborhood. The construction does not require the removal of any trees or natural vegetation. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). 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 Law 267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an "as built" accessory shed/greenhouse structure,while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF TI-IE 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 Horning, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, and shown on the survey drawn by CME Associates Engineering, Land Surveying&Architecture,PLLC, dated Dec. 16,2013. Subject to the following conditions, CONDITIONS: 1 The shed/greenhouse will remain non-habitable. Page 3 of 3—September 18,2014 ZRA File 6786—Riegel SCfMg1000-6-3-1 _ 2.The shed/greenhouse shall not be enlarged. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a budding permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature 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 minunis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Schneider, Horning, Goehrrnger, Dantes. Absent was: Member Weisman (Chairperson). This Resolution was duly adopted(4-0). .z.,<jet .. ?" Kei neth Schneider,ccting Chairperson Approved for filing q / Z -1'2014 I&& 11' ��Q� Town Hall Annex Telephone(631)765-1802 R •J,A 54375 Main Road R� {631)765-95 P.O.Box 1179 Q �� roger.richeriown.southo[tl.ny.us Southold,NY 11971-0959 ` 0 _ ;,. 4. 0 est BUILDING DEPARTMENT t TOWN OF SOUTHOLD �s" c t_' APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: TOW) e- Date: 7' ( O c 15 n Company Name: C OY WCSir46 Name: -7ZAZ n , License No.: 454153 fl,. ,/ II Address: 15-p o4on 1' 00 , Sbk D nJof LL Q (T -3-11 • Phone No.: Ouzo,Li3q, 17 08 JOBSITE INFORMATION: (*Indicates required information) *Name: ,'�e eA *Address: 3544 Cry S (- ve FT' _- *Cross Street: C enrtirdi At'2n ue- *Phone No.: Permit No.: Tax•Map District: 1000 Section: Block: Lot: • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) c n'i u7w cd c W {Please Circle All That Apply) *Is job ready for inspection: YES O Rough in Final *Do you need a Temp Certificate: YES I NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 0 gC\ *New Service: Re-connect Underground d rground Number of Meters Change of Service Overhead ao Additional Information: PAYMENT DUE WITH APPLICATION 1 l 1„0 96R \A' 82=Request for Inspection Form BrookeGirtyDesign 261 Grassy Hill Road, Lyme CT 06371 Telephone: 860.4434.1401 Facsimile: 860.434.3855 email: brookegirtydesign@yahoo.com 6ACJ/3-5 -(2-CQ --i tad $51r-OPC-12'61s 1 utru-e-k65 I CAN-e-e: AA)N- 02 t-,e-ota,k(4 mac , Ca u c - C r� a vO eLe- 1 ) tS k r' % 6 va-trio mti-slcU 4-eks1 -1\001--p-rird- off so®ri `Jo ,2e,E3Cci) pt.f)_CLIQ ccW --FL )/))L-‘kre icI V6 S - H.P.BROOM-HOUSEWRIGHT,INC. P.O.BOX 70- 162 FERRY RD. HADLYME,CT 06439 (860)526-9836 FAX (860)526-2647 hbroom@comcast.net LETTER OF TRANSMITTAL Date: 1/6/14 To: TOWN OF SOUTHOLD BUILDING DEPT. TOWN HALL ANNEX BUILDING 54375 ROUTE 25 P.O. BOX 1179 SOUTHOLD, NY 11971 Attention: BUILDING DEPT Re: PERMIT #38293 WE ARE SENDING YOU - ATTACHED Copies Date No. Description 1 12/16/13 Sheet 1 of 1 AS-BUILT SURVEY THESE ARE SUBMITTED as checked below: X For your use X AS REQUIRED REMARKS: Per the Town of Southold Building Code/Permit requirements, attached is the As-built Survey for the Riegel Residence on Fishers Island Permit #38293 showing the location of the new foundation for the new addition. We will proceed with the framing of the addition in the near future. Please contact us with any question or concerns. Best regards, �Florian `' Estimator Li]] H P Broom Housewright, Inc. Cc: Brooke Girty BLDG DEPT TOWN OF SOUTHOLD .- Southold Town Building Department ,,,O�':$:15 dre _ P.O.Box 1179 Permit#: 38293 a 53095 Main Rd '• - Southold,New York 11971 Permit Date: 8/29/2013 oy�ol se.h (631)765-1802 Expiration Date: 2/28/2015 t Parcel ID: 6.-3-1 BUILDING PERMIT RENEWAL LETTER Dated: 12/21/2015 Applicant: Riegel,Amanda&Riegel,Richard Location: Crescent Ave,Fishers Island Work Description: RESIDENTIAL ALTERATION Interior alterations only to an existing single family dwelling as applied for. A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Riegel, Amanda&Riegel,Richard Address: 94 Broad Brook Rd Bedford Hills,NY 10507 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, , SOUTHOLD TOWN BUILDING DEPT. H. P. BROOM - HOUSEWRIGHT, INC. P. O. BOX 70- 162 FERRY RD. HADLYME, CT 06439 (860) 526-9836 FAX (860) 526-2647 LETTER OF TRANSMITTAL Date Job No. 1/14/16 To: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 53095 MAIN ROAD P 0 BOX 1179 SOUTHOLD, NY 11971-0959 Attention: TRACY DWYER TELE: (631)765-1802 Re: RIEGEL - SHED/GREENHOUSE 3651 CRESCENT AVE FISHERS ISLAND NY WE ARE SENDING YOU X Attached = Under separate cover via the following items: Copies Date No. Description PERMIT 38293 1 1/14/16 15076 $100 CHECK - BUILDING PERMIT RENEWAL FEE 1 7/13/15 LEAD-FREE SOLDER CERTIFICATE EXISTING GREENHOUSE SHED 4 12/2/13 STAMPED ARCHITECTURAL PLANS 1 1/14/16 CERTIFICATE OF OCCUPANCY FORM THESE ARE SUBMITTED as checked below: _x_ APPLICATION FOR BUILDING PERMIT REMARKS: Attached is information that was requested by the Building Dept for items related to the Riegel Residence 3651 Crescent Ave Fishers Island Please feel free to contact us with any questions or concerns. Be t Regar V‘tr0 Harry P. Broom Jr. A ti PILE SILT FENCE s H z R M s i WOVEN WIRE FENCE (MIN. 14 S L N m N b °' GAUGE W/ MAX. 6" MESHg 3 00 .S SPACING) Y4 S V N D _ m �' •'r \ N `? U o m 10' 6" MIN. LENGTH FENCE •.--� CL E MAX.XCENTER TO SENT POSTS DRIVEN MIN. 16" �"� F'-i W U OFEDOCK MAINNS ` I ER INTO GROUND ��II aPILE . ( ) WilitigtS�4 • ?--I r'-•(T(P.) 00 . I I ' `` O 0 1 i W:IW VW' CD L L,il 'grit CO 0 •- V1 a) ¢ Q -0FISHERSISLANDSOUND /\iHEIGHT OF FILTER = 16" MIN. � U U 42 SCONCRETE TONE JETTY AND \ //\// /\\i\\�/\//j\//i//j//�// �nX ____ ',rv�1� CA U O = APPROXIMATE MEAN \ \/\\/\/\\�\\�\�/\�//�// . �� I- o v CO`� HIGH WATER /0/ - _ _ - �� \ F�o� 6\ ______ " MIN. f 11,11111\ W 1 \ ►"� ... •16a t S18'35'00"W o�• -� . 0 ,'El SANDY BEACH F� lat ^ RVEY CLOSING.LINE , 31'± ot J a� cv S • pi r U CD NSs•So'25 E �; _ PERSPECTIVE VIEW Q- - / w ,, r,„ L.,...ONIMENIF 14/ S64'03'00"YV de SE)ROD .. U MN/F o AREA = 0.16E ACRES25.13 '� S55'18'00"W , , M MN: 5627.59 cv RIRON SED��IRON ROD19'18WOVEN WIRE FENCE MIN. 14 STFISHERS ISLAND N �, ( )W: 625.06 S72'0400"W (SET) 1/2 GAUGE W/ MAX. 6" MESH-�� 'ELECTRIC CORP. 2 CONCRETE LL80.44 �"f�t �O4STEPS ' ` SPACING) WITH FILTER CLOTH z f IRON PIPE\?111�IU[!I �� • U ✓ N: 5620.00 �o_�=}�millyt.„. (FOUND) N7 • N JW: 476.00 36" MIN. FENCE POST o - - � . _ S73'20'30"w /� 4; "W •• IRON))ROD A ''LEAD PLUG FLOW GROUND UNDISTURBED N LOCATION MAP �CALE 1 "=400' Crim) 10.00 . (FOUND) //CONCRETE OO FENCE ; -16_.� \�j\ WALK \14000 P '0'2-5 �/ 1.1 /' ■ / ,30aE W COMPACTED SOIL �� z i 7 N 13 1s-- EMBED FILTER CLOTH ll \�/� /� i���� io o � � _ 1 G � A MIN. OF 6" IN GROUND / �. LEAD PLUG o PROVIDE ACONTINUOUS =I a H. 1 /� -__ _2p\ UNE OF SILT FENCE. 4" °h'' %c�, MAINTAIN THROUGHOUT 1 • _ CONSTRUCTION-ESTABUSH (i'� rA. r / ----"X22 P. / AS LIMITS OF GRADING AND SECTION VIEW a; ,;:{'' 0 F. 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I 1■II■.■.i.■■■IL I I 1 1 I� I J CEDAR \ I I I I 1 I SIDING 11 FIREPLACE - N N ummm■•. 11I ii / oI NORTH--f ELEVATION l.0 S o I I •T J___ �� T I 0 N SCALE 1/4" = I'-O" SCALE I/.4" = I'—O" = w "- o 0 I mw z Ck al O IL I FIREPLACE I I \ \ N I it I � NI: II � I I -51_,, I � 1 I � I H I I Pill iIr SCALE 1/4" = 1'-0" II IITrifT _ T1 - T, r „ - 'E r-r - T, -. I -''-�� ,. „- , ,, n T T. ,, ., ,. ,r , )II 11 I 1 I1 I I Ill l 1 ro Il , I 1 1pi , 1 �l f �( 1 1_ I _________ SOUTH-f ELEVATION I L = \/ T 1 0 1N1 SCALE I/-4" = 1'—O" 5 �� SCALE 1/4° = 1'-0° 1 i'VO ) 0S.OF NFA. I 0p,NNY/s r .p '0 a l y I 11 , S�5 x '' CLIENT: TITLE: EX f S T I I S H E. 0 REVISIONS: DATE: 12 - 02 - 13 The Riegel Residence BROOKE GIRTY DESIGN SCALE Cresent Avenue261 GRASSEY HILL RD, LYME, CT, 06371 (860) 434-1401 1/4" = I'-O" STAGE ISLA ENGINEERING SERVICE CO. ZONING Fishers Island, N Y PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 1 220-6200 Email: isla@optonline,net DSN/BG SHEET L OF L y 61.25 FT +/- - /M-F,i�ir /`f't/-kf'7//G>vs dA/Zy / 1 _44 FT +/ - - f � 23.25 FT +/- � L.Ewa �APPROX. FIN.GRADE ` r �� . D . i r rw ♦ .x, h a r .Y e a y I MAXIMUM JOIST SPANS ti-.# F,-� � �av,:,F� .1�:: F�,,� �,:'z;w , CENTER BASE PER FIRST FLOOR PLAN LIQUID MEMBRANE SIZE PER MASONRY REQUIREMENTS 2 X 8 16" OC > 12'-1° APP O D `S NOTED •%! WATERPROOFING • TYPICAL INTERIOR FOUNDATION WALL: • COVER OVER FOOTING . •...� 12" POURED CONCRETE FOUNDATION WALL, 2 X 10 ° 16" OC 15'-5" b7 KEYED TO AN 12"x32" MIN. POURED CONCRETE FOOTING _ _ _ _ DATE. 7 P B.P.# c9� TYPICAL EXTERIOR FOUNDATION WALL: REINFORCED WITH FOUR (4) CONTINUOUS #4 BARS 7 HEARTH ABOVE 2 X 10 9 12" OC I1'-9" 8" POURS=D CONCRETE FOUNDATION WALL, KEYED TO AN 12"x24" MIN. POURED CONCRETE FOOTING - • i I- 1 "I" BEAMS WILL BE FLUSH r E R REINFORCED WITH FOUR (4) CONTINUOUS #4 BARS `:'* ' ' ' FEE. , E3Y . • •�I �+'• ♦ NOTIFY E3UILDINa G,_f��nTt�IrP�T AT 'y b 'a.. PROVIDE DAMPPROOFING •,' -I • I i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦;•�♦ I 768-1802 8AM TO 4 PM FOR THE • ♦� CHIMNEY Vii♦ FOLLOWING INSPECTIONS: EXTERIOR FOUNDATION WALL NOT TO SCALE •. BASE ;•; ♦♦ �p #.-F UNDAT19tJ - T1` 0 REQUIRED TYPICAL TYPICAL INTERIOR FOUNDATION WALL NOT TO SCALE o: _ FOR POURED CO CRETE • L J 8" CMU 2. ROUGH - FRAMIN & PLUMBING ALL pLLMBIN NG 3. INSULATION f HEARTH ABOVE J & WATER LING WASTE 4. FINAL - CONSTRUy-TION MUST • TESTING ES NEED FOR EXISTING OPENING BEFORE COVERING ALLB CONSTRUCTION SHALL MEET THE AND WELL ��� REQUIREMENTS OF THE CODES OF NSW `� VERIFY WALL EXISTING PATIO YORK STATE. NOT RESPONSIBLE FOR C// �', DESIGN OR CONSTPUCTION ERRORS. - CORNER STUD CONNECTED TO . . . TRANSFER SHEAR EXISTING PLUMBER CERTIFICATION COMPLY WITh ALL CODES OF �' 2-16d LENGTH COMMON 1/S" P" O.C. MIN. 10" GARAGE 3 I/2" DIA STEEL COLUMN ON ON LEAD CONTENT BEFORE E & TOWN CODES & MIN. 3 1/2" PROJECTION NEW YORK STS 1 ' FUTURE RE- BUILD 12" X 12" X I" STEEL PLATE CERTIFICATE OF OCCUPANCY AS REQUIRED A- O.--CON.Q.TIONS..OF WELDED TO COLUMN ON 36" USP-PHD5 OR APPROVED EQUAL X 36" X 14" CONCRETE SOLDER USED IN WATER S`, f " - r r. FASTEN W /(14) /4x3 WOOD SCREWS FOOTING WITH (3) u5 BARS r^O w BOTH SIDE ON THE BOTTOM .. JOIST ASV 2 X 10 9 16" OC SLI:-'.- LYSYSTEM CANNOT S��, ,., V ,r,'. _, D �\O �p�-�' j F I-- < 3 1/2" DIA STANDARD PIPE OF FOOTING / r S �I , ..0 ..,�, v n�EXCEED 2/10 OF 1% LEAD. ON 1 1/2" X 20" X I" STEEL ; ti�4k. 1 �gCC ANCHOREDre csi 0_ TO IA ANCHORWALL (2)PLATE WELDED TO - MN t CRAWL J r SPACE MIN. 7/8" ALL THREAD ROD MINIMUM 3 I/2" DIA STANDARD PIPF. EMBEDMENTS-7", SEE BASE PLATE PLAN ON 1 1/2' X 20" X I' STEE'_ MIN. END DISTANCE 4 \S3#8" / y 4 PLATE WELDED TO COLUM1( E aez COLUMN PER PLAN /cyA I I A ANCHORED TO WALL (2) OCCUPANCY OR I r 1 I/2" DIA ANCHOR BOLTS\ USE IS Lr OPENING SUBFLOOR 7 T \ ;(5 FUL I/2" GAP it ELECTRICAL \SEE BASE PLATE PLAN ( o WITHOUT CERTIFICATE BASEMENT ENTRANCE BLOCK WALL ( TYPICAL ) =°\ STEEL li �'--3.5 X 11.5 PSL �I o UP OF OCCUPANCY SADDLE - 1: �� I I ijr z x TOP PLATE BY USP v z x z ii___ SELECTED FROM USP - 0 a ? NOIQ TES: CATALOG TO SECT 3 1/2" 1. USE USP LUMBER FASTENERS OR APPROVED EQUAL. WIDE FOR STEEL COLUMN 13 4 2. THIS SCHEDULE MEETS 110 M.PH. WIND LOAD CRITERIA. SHIM AS ALT "SIMPSON STRONG TIE" o 1- REQUIREDU' TYPICAL CORNER HOLDOWN INSTALLATION COLUMN PER PLAN _ 12.1 FT +/- C -- o > EXISTING 4 X 9 _ _ _ _ _ EXISTING 4 X 12 m ` TYPICAL SILL PLATE TO FOUNDATION SLAB PER PLAN /PLATE PER PLAN - - - - - -•- - - - J WOOD DROP BEAM ---f - - - - - CORNER HOLDOWN NOT TO SCALE I -WOOD DROP BEAM to - c� O g o 0 0 _Iz 3 1/2" W 1" W5 I/4" W °'I I z z FURNACE "' m I I O z w DHW 1 o O FOR ONE FOR TWOlir FOR 5 I/4" W LSL I. I max, 0 o _ x p 1 LSL AH LSL LSL L� m - - - > I+ L _ FOOTING PER PLAN J CRAWL - - - SPACE �_ -n - - - - - � � CRAWL Q I- o - BLOCK COLUMN ,' DETAIL A - A o z ( TYPICAL ) CHIMNEY BASE \ ` t SPACE o A La w tD ll • I I 3 I/3.1 -.)jt, STANDARD PIPE Ill tx -3 1/2 DIA SS PIPE STANDARD COL \ ON / XS 20" X I" STEEL CAP ttl CAP 42 CAP tt3 ~ - < - I ON HEADER W 6 X 9 FY 50 KSI OR 36 KSI A ;; PLATE WELDED TO COLUMN t EXISTING 4 X 12 _ _ _ _ _ _ _ z - _.. ANCHORED TO WALL (2) - S T E E L CAP TYPES o •-1 - 1- - - - - - z 0 _ _. EXISTING 4 X 9 _ I/2" DIA ANCHOR BOLTS r, WOOD DROP BEAM . - _ -_ --_ _ _ SELECT t SPECIFY \ w - `'' 0_ - w `- WOOD DROP BEAM Q vo FULL O F- OI- ® ` 2" THICK RAT SLAB F'C = o w v 1,500 PSI OVER 6-MIL-VAPOR BASEMENT - o o N z CRAWL SPACESCAL AT ALL GENERAL NOTES: IL 0 w - x Q Q 0 X C, x _I F-- Z I c-4 Q U) F- x THE ENGINEER WILL NOT HAVE CONTROL OR CHARGE OF AND > w Co > 0 o `Y WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, Q °o m4 o F m TECHNIQUES, SEQUENCES AND PROGRAMS IN CONNECTION WITH THE WORK. 1- 1- 4 _ `� Q tn N 4 co 1- (3 o w 0 0 In Cl z w O 1. ALL CODES & REGULATIONS OF N.Y.S. BUILDING CODE SHALL GOVERN OVER \ > \ o ALL CONSTRUCTION & INSTALLATION. v o w ~ 2. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF z STAIR NATIONAL ELECTRICAL CODES AND ALL LOCAL LAWS, AND SHALL BE INSTALLED \ I 4 HEADER BY A LCENSED & INSURED [ELECTRICIAN. • . 3. ALL PLUMBING WORK SHALL_ COMPLY WITH N.Y.S. BUILDING CODES AND SHALL BE INSTALLED BY A LICENSED & INSURED PLUMBER. IL \ I_ _ - 4. ENGINEER IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS EXISTING WINDOW TO EXISTING WINDOW TO NEW STONE STEP ABOVE I - REMAIN SEE CODE NOTED OTHERWISE. f 14 Fl +/ i REMAIN SEE CODE- -----_ 5. CONTRACTR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND CONSULT J r -L{_ I ~ -11 -_ WITH THE ENGINEER WITH ANY DISCREPANCIES PRIOR TO STARTING ANY WORK. c 6. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDSEr UNLESS NOTED OTHERWISE. 14 FT +/- i 7. DO NOT SCALE DRAWINGS. EXISTING WINDOW WELL EXISTING WINDOW WELL 8 ALL LUMBER & PLYWOOD MUST BE GRADE STAMPED. TO REMAIN TO REMAIN . \ - --i 9. FLOOR, CEILING, ROOF JOISTS, HEADERS & WALL STUDS TO BE DOUG. FIR #2 R408.1 WITH A MINIMUM FB-825 P.S.I. FUTURE DECK - _ 26.5 FT +/- _ VENT OPENINGS 1 FT SQ PER 150 FT SQ 10. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, 1 ' OF FLOOR AREA SHALL BE PROVIDED EXISTING AREA IS 2,012 FT SQ, SO PROVIDE HEADERS OVER ALL- WINDOW, DOOR,ARCHWAY ETC. - . . - . - . - - . - _ �' 13.8 FT SQ SHALL BE PROVIDED OPENINGS AS PER THE "HEADER SCHEDULE". 1 LI FIELD VERIFY ) 11. ALL HEADERS 6' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. 12. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. 13. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, R OTHER MEMBERS ARE TO BE INSTALLED WITH JOIST HANGERS. 14. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. 15. ALL FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED BEARING CAPACITY OF 2000 PSF. IF FIELD VERIFIED SOIL CONDITIONS VARY, ONTRACTOR IS TO NOTIFY ENGINEER IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK. L__ _ _ _ _ _ _ ___I_ 16. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS & ONE ON EACH FLOOR LEVEL INCLUDING CELLARS INTERCONNECTED THROUGHOUT BUILDING. 'I 17. KITCHENS & BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. .1, 25.5 FT 29 FT 18. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO IAPPROXIMATE 4APPROXIMATE BE INSULATED. (ft NE yo 19. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW '•<(' Y` IS • "� 'EFERENCE; PLANS PREPARED BY Q- �J WITH GLASS LESS THAN 18" ABOVE FLOOR, TH GLASS IS TO BE TEMPERED. '� P 20. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE (-G.) 1,,; t CME Associates Engineering & PARTS OF WINDOWS LOCATEE) AS TO PROVIDE UNOBSTRUCTED EGRESS * ),..''r.tj x W Land Surveying LLC TO LEGAL OPEN SPACES. SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN ►\ , i, x' Quality Control Certification 10-30-03 AN EMERGENCY & SHALL HAVE A MINMUM AREA OF 5.7 SQ. FT. WITH A F O U D A T I O i I L� � 1� Irl I Ill X3.40 `. MINIMUM HEIGHT OF 24" & A MIN. WIDTH OF 20" WITH BOTTOM OF OPENINGS 06673" (FIRST FLOORHWNDOWS OPENING IONTO GRSADE (COULD BE05.0 SQ FT. MINNO HIGHR TAN 44" ABOVE_ FINSHED FLON ALL ABVE GRADE �IES. SCALE 1/-4" = 1'-O" op90FEW- RENOVATION ALL HBITABLE SPACES MUST MEET THESE REQUIREMENTS. 21.PROVIDE FIREBLOCKING IN ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL CLIENT: TITLE: REVISIONS: DATE: FOUNDATION FLAN 08 - 12 - 13 AND HORIZANTAL) AS PER NIY STATE. CODE. The Flegel ResidencescALE 22.INTERIOR FINISHES TO BE SELECTED BY OWNER. 23. CARBON MONOXIDE ALARM SHALL BE INSTALLED IN BASEMENT AND AT EACH BROOKE GIRTY DESIGN FLOOR WITHIN 15' OF THE PRIMARY ENTRANCE. _ resent Avenue 261 GRASSEY HILL RD, LYME, CT, 06371 (860) 434-1401 1/•4 I -O STAGE *I�/ ISLA ENGINEERING SERVICE CO. CONSTRUCTION Fishers I S I a n d, I�l I PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone; ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email; Isla@optoline,net DSN/BG SHEET I_OF 8 61.25 FT +/- I 44 FT +/- 23.25 FT +/ ---- -- HEAD=_. HEAD_. SCHEDULE CENTER FIREPLACE IN FAMILY ROOM. FIELD DETERMINE. ALL MATERIAL FOR WOOD FRAMING TO HAVE A MINIMUM fb OF 825 P.S.I. r 5.-0 r I RAISED HEARTH SEE DETAIL NOMINAL LUMBER SIZE: SPANS: . ^ _ _ �1 1� . 36 LN . I — • — • — — — — I— — — — STEP / STEP A (2) 2x6 ( - Q`~ POLE t SHELF �! y C] 7:77-1- ,ç'/ D 36 I _ A END COLLAR TIE � 0„ TO 6'-0" 1 v LOWER COUNTER ACTIVE L ( I� , NEW z SEE DETAIL THIS SHEET (2) 2x8 4 WITH UPPER ` EXISTING ) FLUSH HEARTH CABINETS-----___----- _ ABINETS / Li RELOCATED MATCH EXISTING w EXISTING W 1 MUD \ 1 ® CATHEDRAL CEILING w EXISTING PATIO 6'-O" TO 8'-0" WINDOW WELL ROOM �� 2 2x10 �-� �� �{ ��,�/ 2 X 10 16 OC( ) ( � TILE NEW\4\E FjOOR NEW RAFTERS ABOVE / 2 X 10 9 16" OC FLAT NEW RAFTERS ABOVE I I " - _ o CEILING E�'STING ~ I _ (2) EQUALLY SPACED 4" X 8" EXISTING (2) 2x12 8 -O TO 10 O _ POWDER COLLAR TIES 1/3 WAY SEE SHEET A-1 FOR MORE PERGOLA CLEANING CLOSET _. - ROOM #I 0 _ . \ j I) BETWEEN TOP OF WALL AND FOYER FRAMING INFORMATION + FUTURE \. -`�' UNDERSIDE OF RIDGE. SEE SHEET A-1 FOR MORE 4 X 4 N O M I N A L GARAGE ll u' REMOVE EXISTING •i / LI - STEEL BEAM INFORMATION ,� STS SHALL B E ) !-tet I�f-'t ADDITION WALL > = ROOF SYSTEM FAMILY � _1_ P 0 C ABOVE N m 10. / /7 \ X it Il Il (1 H (l H I1 H - - FUTURE REBUILD , I a PADDLE FAN ul II � / \ .l w �� I/`� t - I I _ I I ,I I + I fY cc) ;, ' E•' - �' WOOD FLOOR l- - 1 ,-- — I - II EMI:-7-. 11-. 1 - IT_ REMOVE SOFFITI iu_al I 11 1 II I 1 II 1 1 II II II I II HII * NOTE: �, t POST _ a w 1 PANTRY I. SINGLE POCKET I z ' ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING '' r� w UPPER CABINETS ; � 3 I/2 DIA STEEL COL II II II II II II II o " ?68 k I NEW DOOR HEADER I NEXT TO TRIM x STANDARD STEEL i APPROX MAKEROOM36" X 22 c (2) 2 X 10 in or-c 'LII7 PIPE, 0.226" THICK 11 II IIBEAM UNDER SECOND FLOOR WALL II II 11 I • DRAWINGS WILL SUPERCEDE THIS SCHEDULE. ` 3 I/2 X II I/4 PSL 2.0E H H H 3 \ z TILE I'� APPROXIMATE WALL r-- WALL RATED FORII I 1 II DOG CRATES �, = SURFACE ABOVE I w SEATING COUNTER I I I I 11 z 41,000 LBS 2 3 I/2 DIA STANDARD PIPE I 1 II I II 11 NEW SLUSH BEAM tt6B 2868 ( TYPICAL OF 3 ) TO FOUNDATION III II ALL "TRUSJOIST" BEAMS TO BE INSTALLED AS PER MANUFACTURER L— W8-15 FY-50 KSI DOUBLE •• WOOD NEW FLUSH BEAM tt6A ( -� _ RIDGE Joao II A-� 11 11 II II II i•t I II II II ABOVE II 1 I r STUD �W12 X 26 FY-50 KSI .i- . 1 . — I .. _. LL . I I . — L� . . — — -11 u INSTALLAT ION INSTRUCTION cl,.. — —' — , E EXISTING� ❑ — .4-CANTILEVER JOIST 1 II H H . 1 I 3 1/2 DIA STEEL COL 468 SHELVES SEE A-I k 3 1/2 DIA STEEL COL ,__ _ \ A DW SEE A I 3 1/2 X 11/4 PSL 2.0EXI G I SEE _ _ re- O C ( M V _' Cl I RENOVATE ' • C SD FIELD VERIFY w ALIGN I(r`{ c La <IT C H E N 1,-- ± SHOWER , � I U U U ��-3/4 HOUR DOOR DN rl' • 1 ,'--\ 1 � . \ TRIM �I • I Q .EN.H • o i , 1 ' WINDOW St DOOR SCHEDULE WITH SELF CLOSER in ,. , .,!, j• o� up SEE'2ND FL NOTE :4- I GUEST BATH ul `r Jct' w = Iow m,,' AMPOO �- I I MANUFACTURER: MARVIN WINDOWS AND DOORS - USE LOW-E GLAZING, WOOD DOUBLE HUNG, -' �> "n' s I -TILE T _-_1 ,' ` �-J- ;l • z 'I GROOSE NEC-K- NICHE CASEMENTS, STATIONARY AND DOORS I - ` NEW C� < u� + �_ �.� w �� --_ \J --- 5'-2" MIN_..-� -' ' CLEAR TRIM ROOM WINDOW DOOR CONFORMS WITH CONFORM WITH GLAZED OPENING FIELD LOCATE 13' 8" 1 -1. GLASS DOOR NE 1- 1,- 42" _ ROOME 2 �� W 4 FT VANITY�1�I x w EMERGENCY MISSILE TEST PROTECTED WITH \ -< APPROX > ' FOYER � , ESCAPE REQUIREMENTS (2) STRUCTURAL PANELS "' 4" TRIM lL WOOD FLOOR '‘ REQUIREMENTS (1) AS PER R301.2.1.2 ' z , J v'I J -I I OPEN ABOVE TILE o CONTRACTOR NOTE LIVING ROOM NOT REQUIRED REQUIRED NO 6 r- > o _ _ I'S- Z DO NOT CUT EXISTING 2 X 10 `.. 4X4 c.� LINE OF OLD WALL o; FLUSH BEAM , + JOIST. AS PER NYSBC THIS JOIST WUDH 3024 z aw ISLAND w �� = IS GOOD FOR I6' 3" SPAN WITH SOLID Q ° o THREASHOLD i� ROD t SHELF `4- SPACING AT 12" OC. IF EXISTING (2) WCM24__ NOT REQUIRED REQUIRED NOI ~ CO \ C �. CORNER > g /4/N CLOSET ', JOIST ARE SMALLER SIZE OR 1 - y1 ; r SPACED MORE THAN 12" OC WE 2 CUSTOM 068 RE UIRED NO _L Jr_ 4 FT 4 FT G y ' ° `^% _I, Nk HAVE TO ADD MORE JOIST TO 2 WMIFD 6 NOT REQUIRED Q . > k O ? id \ �t�= ',I - 11 J r I5 ' , i 1_' -, MAKE THE FLOOR STRUCTURAL z CUSTOM 4" TRIM -- _ _�„ '147 ,- ` - SOLID. w II FT L \ DIL31 (1) WMIFD 2868 NOT REQUIRED REQUIRED NO I o it 1I CASED �� `a rY w ,; NEW DROP BEAM tt,5 OPENING � � 1:„\p`', I w CONTRACTOR VERIFY w II I/4 •L9 MICRO LVL PLATTER I SOLID CORNER �°• - °' 3068 JOIST SIZE FIXED I o< fa (3) 13/4 x '`�A `�' 2068' l' 0" BOTTOM FROM FF RACK / \ >�C�I I FULL CUT BACK EXISTING �, NOT REQUIRED REQUIRED NO o w _ - -.____-- 2068 !�_ 5 FT OPENING y T ABOVETRIM c�a, O Q _ _ I M 2 X 10 JOIST AND + MUD ROOM 2868 NOT APPLICABLE REQUIRED NO = tt- .......7.-......,„,:. ��� " SUPPOR WITH JOIST Z 7 Ili Cr. d' - NEW HANGER SECURED TO z / • I o fx� I ' NEW 4 X 4 POST 1 1 `Sp FLUSH BEAM\ X r, 1 2 GLASS y 2068 6068 2068 FUTURE o <--NEW 2 FT o� 4 Xy4 � REMOVE FIREPLACE 1 w DINING ROOM NOT APPLICABLE REQUIRED NO z DEEP COUNTER \ , w x 1 �� , 1 3 I/2 DIA STANDARD PIPE I1 FLUSH BEAM ABOVE3I/2DIASTANDARD PIPE 1 CN WMIFD UNIT COV ERED f- x = X068 TO FOUNDATION BEAM /NEW F - ` J �' qg REPLACING SHORTER BEAM J L B �TO FOUNDATION (2) WMIFD 6068 NOT APPLICABLE REQUIRED NO w O I�C I--I wcv DINING w M �Jl 1 j r 01 _ ROOM csi - REMOVE HALF WALL I L- L J- , , - - - "-' N I�O O M w v AND COLUMN I ,1 tBEAM tt1 NOT APPLICABLE NA YES rL EXIST (2) 13/4 X 1 I/4 '`-..- (2) STEEL COLUMNS W8 x 18 Fy = 50 ksr ��4 X 4 POST EXISTING BAY - w WOOD FLOOR I o I LVL BUIL-UP HEADER CONNECTED TO EACH CAB ALIGN WITH HEADER GUEST BEDROOM WMIFD 6068 NOT APPLICABLE REQUIRED NO •I I I a TO BE RAISED 50 OTHER WITH STEEL PLATE POST ABOVE 7 \ I � FINISH HEIGHT IS 1; AT FLOOR LEVEL NOT APPLICABLE NA YES �-.-1 4" TRIM I I N 0 l' O" ABOVE FF o i[- 13'-10" o I _ a APPROX > EXIISTING RELOCATE OPENING •� w /' GUEST GUEST BATH EXIISTING NOT APPLICABLE NA YES I I F I1. o g ;,, LIVING N f _ _ __r_ _- AB - ~ Ix BEDROOM1 FOYER THERMAL SASH 3068 NA M 4 x 4 POST REQUIRED NO p TDL 7512 1/2 GLASS o'I I( w ¢ I�O O M REMOVE ALIGN WITH RIDGE WOOD FLOOR z z "' WOOD FLOOR EXISTING POST ABOVE MATCH EXISTING HEAD HEIGHT - STAIR MATCH EXISTING HEAD HEIGHT X MATCH CONTRACTOR VERIFY OPEN JOIST CEILING CONTRACTOR VERIFY w FAMILY ROOM EXISTING NOT APPLICABLE NA YES A l_�REMOVE HALF WALL EXISTING / POST AND COLUMN i) `� i ' I`I 1. THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: lL 10'-8' BEAM-HEADER 8" 7!' AB�;� NET CLEAR OPENING 5.7 SQUARE FEET, NET CLEAR OPENING HEIGHT 24 INCHES, NET CLEAR OPENING WIDTH _ / q 4 X 4 POST Z - A VERIFY R.0/REQ I O l2) 13/4 X II 1/8 1.9 E MICRO LVL 20 INCHES, SILL HEIGHT LESS THEN 44", OPERATIONAL FROM INSIDE WITHOUT KEY OR TOOLS. ;' POST WITH HEADER MATCH EXISTING HEAD HEIGHT j / ,i,_POST ABOVE 2. GLAZED PENING PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET REQUIREMENTS OF LARGE MISSILE TESTS ` _ r - - ! _ _- CONTRACTOR VERIFY Id' ASTM E1996 AND ASTM E1886. '� O' I I 2068 WMIFD 6068x"` 2068 1 — WMIFD 6068 — — . — . — . — . — . — . — — — �1'', 9' 6" VERIFY R.O. REQ 'I W S' ; ' NEW i NEW 1 z 4X4 POST4X4 ,' 1: r+w o - POST BEAM-HEADER tt4 % o❑ STONE STEP (2) 1 3/4 X 9 1/4 1.9 E MICRO LVL fa, I \44 X 4 A 4 X 4 ALL Nr- 19 , , LANDING PER CODE 14FT +/ ' I � , ? 141) WMIFD 6068 I I WCM 24__— —5 FT UNIT WCM 24__ I 1 WMIFD 6068- F- FUTURE Q I I -I J CUSTOM CUSTOM L___J RISER" MIN t 8" MAX o OPEN PORCH EXISTING 11JCM 60__ CUSTOM EXISTING / 14 FT +/ ---,- II I WINDOW WINDOW WELL BELOW I X 4 POST SEE DETAIL WELL BELOW I. TO SUPPORT HEADER LL 26.5 FT +/- _ / > LVL HEADER PER PLAN F- USP KE C55CTOR LEGEND AND ABBREVIATIONS ABV. ABOVE A.S.F ABOVE SUB-FLOOR FUTURE r - B.P. BEAM POCKET COVERED CLG. CEILINGOR C.B. CONCRETE BLOCK ;.;. :, -1..,.!',..*Is INDICATES NEW FOUNDATION WALL EXIST. EXISTING `_ SCREENED P O C H L 3 X 3 X 3/e ANCHORED TO C WALL t BOLTED THRU POST WITH FL. FLUSH 1/2" DIA BOLTS FLR. FLOOR PROVIDE STEEL CONNECTOR / �" = ��V INDICATES NEW WALL FNG. FOUNDATION SADDLE TO PROVIDE BEARING 1 i CONCRETE WALL FTNG. FOOTING AND RESIST UPLIFT [-C),1 O H///// //////// INDICATES PATCHED OPENING GALV. GALVANIZED PROVIDE STEEL CONNECTOR ti I HDR HEADER SADDLE TO PROVIDE BEARING HEADER f-//�� t D POST DETAIL AND RESIST UPLIFT /` RIDGE PER PLAN >- L.V.L. LAMINATED VENEER LUMBER — DENOTES RELOCATED OR OPNG. OPENING r MIMI — — — — REMOVED WALL /ITEM P.C. POUR CONCRETE RAFTER PER PLAN (-1,_. I 1111111111111111111 P.S.L. PARALLEL STRAND LUMBER P.T. PRESSURE TREATED LUMBER RIDGE PER PLAN (g- NEW ya REFERENCE; PLANS PREPARED BYgg ❑ DENOTES POST R.O. ROUGH OPENING 4 X 4 POST 4x24 PosT T , 9�* Land Surveying LCME Assoclates ngineering 8, THRU BOLT PROVIDE STEEL CONNECTOR I `""', I F L_ O O L_ A N LC T/ TOP OF � �f�tSADDLE TO PROVIDE BEARING a , , y .� Quality Control CerfifiCation 10-30-03 ® A DENOTES POSTED LOAD FROM VIE VERIFY N FIELD �i g'+' 12) ANDX BSIST UPUFTLAR BEAMS SOLE i/4" = I'-O" �',-, yli aONE EACH SIDE OF RAFTER BATT OR FIBERGLASS INSULATION RAFTER •.4 � ciRENOVATION ss73END COLLAR TIEFESS���P\' 3sA`: .iti: '."4";.:."..4:::::: INDICATES RIGID INSULATION SECTION CLIENT: TITLE FIRST � � O O � FLAN RE :". DATE: OS - 12 - 13 DETECTOR HARD WIRED END COLLAR T T I E DETAIL The Riegel Residence 8 SMOKEBROOKE GIRTY DESIGN SCALE261 GRASSEY HILL RD, LYME, CT, 06371 (860) 434-1401 I/if" = I'-O" A 2 Cresent Avenue STAGE ® CARBON DIOXIDE DETECTOR - HARD WIRED ISLA ENGINEERING SERVICE CO. CONSTRUCTION Fishers Island, I�I V IV PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optoline,net DSN/BG SHEET 2 OF 8 WINDOW & DOOR SCHEDULE MANUFACTURER: MARVIN WINDOWS AND DOORS - USE LOW-E GLAZING, WOOD DOUBLE HUNG, CASEMENTS,STATIONARY AND DOORS ROOM WINDOW DOOR CONFORMS WITH CONFORM WITH GLAZED OPENING - \ AI �I \ G SC — =� ., LE ( WPCv1 TABS3. 1 ) EMERGENCY MISSILE TEST PROTECTED WITHG ESCAPE REQUIREMENTS (2) STRUCTURAL PANELS * THIS SCHEDULE MEETS THE CRITERIA FOR A THREE SECONDREQUIREMENTS (1) AS PER R301.2.1.2 MASTER BEDROOM WIND GUST SPEED OF 120 M.P.H. WMIFD 6068 NOT APPLICABLE REQUIRED NO — CENTER HALL WMIFD 6068 NOT APPLICABLE REQUIRED NO NUMBER OF NAIL SPACING JOINT DESCRIPTION COMMON NAILS — — — — — — — — — — — — — — — — — — ' RICHARD'S BEDROOM 1668 6068 1668 WMIFD UNIT NOT APPLICABLE REQUIRED NO CHIMNEY GUEST WUDH REQUIRED REQUIRED NO OOE ER AM I\G I - , — — _i- — — — — II I BEDROOM #4 3226 MULL T 1 Per Rafter @12",or @16" I F___i 7 NEW HALL 2424 MULL NOT REQUIRED REQUIRED NO Rafter to Top Plate (Toe-Nailed 3-8d � -I- - � \ / I '� I I � I Ceiling Joist to Top Plate (Toe-Wailed) Per Joist @12",or @16' .vJ \ J'•� CeilingJoist to Parallel Rafter (F-ace-Nailed) 3-8d Each Lap I WALK-IN • I I I LAUNDRY CASEMENT Ceiling NOT REQUIRED REQUIRED NO _ Each La I CLOSET BATH \4 X 4 POST BELOW Ceiling Joist Laps Over Partition: (Face-NailedH0.8333x;) 3-8d Per Tie p I I I I Collar Tie to Rafter (Face-Nailed) see tab. 3.4* STAIR FOYER WUDH NOT REQUIRED REQUIRED NO 3028 MULL 2-8d Each End I v J I I 0 U I I 1. THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: Blocking to Roof Rafter (Toe-Nailed) Each End I I� I I I NET CLEAR OPENING 5.7 SQUARE FEET, NET CLEAR OPENING HEIGHT 24 INCHES, NET CLEAR OPENING WIDTH I N 2-16d (�/ 20 INCHES, SILL HEIGHT LESS THEN 44", OPERATIONAL FROM INSIDE WITHOUT KEY DR TOOLS. Rim Board to Rafter (End Nailed) I 2. GLAZED SILL PROTECTION FOR WIND",BORNE DEBRIS SHALL MEET REQUIREMENTS OF LARGE MISSILE TESTS FUTURE ADDITION W X \ I N ROOF ASTM E1996 AND ASTM E1886. WALL FRAV�I\G I I AMELIA' S I _ Z " I NEW ROOF > C 2 x to ® 16" OC I> TopPlate to Top Plate (Face-Nailed) 2-16d \sl Per Foot 1 BEDROOM �J I I 1 2 X to ® I6" OC Top Plates at Intersections (Face-Nailed) 4-16d Joints Each Side I r i I Stud to Stud (Face-Nailed) 2-16d 24" o.c. I I Header to Header (Face-Nailed) 16d 16" o.c. Along Edges I I I EXTERIOR RIDGE I I- Top ,__or Bottom Plat to Stud (Enid-Nailed) 2-16d Per 2x4 Stud — — — — — — — —I — — LAY OVER VALLEY ON I_-- - 3-16d Per 2x6 Stud Q \ FAMILY ROOM ROOF o _" 4-16d Per 2x8 Stud I iI I n I `� Bottom Plate to Floor Joist, Band joist, ` \ .//r) I X J 2-16d \s1,2 Per Foot II I Z " I © EXISTING _ INTERIOR RIDdE_ End joist or Blocking (Face-Nailed) I —.— — — I_ — _ ( I A-7 3 1/2 DIA STANDARD PIPE I TRELLIS ; / / T I 3 I/2 TO FOUNDATION, L O i //. •�\. I CASEMENT 1 1 UJ (J \l I I I I j, 5'-6' MIN A)I EQUAL EQU•L �, FLOOR F�AM I I\G / I CATHEDRAL 4 X 4 RIDGE WUDH 3028 MULL 1 I I CEILING -_ __ WUDH 2424 MULL \ POST BELOW �'%' WCM\2840 I RELOCATED T Joist to Sill lop Plate or Girder (Toe-Nailed) 4-8d Per Joist I y �/� !1=--l-----11J - �` TT- B� -- _ 1 f in to Joist Toe-Nailed 2-8d Each End I I —f I � —II_- ' _-Bridging (Toe-Nailed) I _ U WALL It EXISTING WALL BELOW�� T - 1- 11 I 2-8d Each End -, — T � 2668 � � N EXISTII G SHELF, , ,,t ; I Blocking to Joist (Toe-Nailed) Blocking to Sill or Top Plate (Toe-Nailed) 3-16d Each Block I I o NEW HALL ok I�°`. o1 O UP ER w POST 13,R it 3/4" +/ i ( _1()‘\\`,, Face-Nailed 3-16d Each Joist I yy , I r:IIILeder Strip to Beam ( ) 3-8d Per Joist Ie� %' HELF� 1 9 I/2"� NOSING TO im''Joist on Ledger to Beam (Toe-Nailed) �; l �, N SIWCN r�Band Joist toJoist (End Nailed) 3-16d Per Joist _ E LAUNDRY + QBand Joist to Sill or Top Plate (Toe-Inailed) 2-16d \S1 Per Foot r �� y- �s6 - SHEVES :�� ) HANGING [ p - _"i > i r' I i` .61 ] ❑ ❑ LINEN �� , ROD — < FIELD VERIFY WALL , SITTING AREA I o i — — — — _` __ 3 I/2" i Q ' LOCATIONS IN , i, 42° I '°CLOSET' .l Q I�.— —.—.—.—.— I / Z STAIR AREA '' I— I 4' 0- 3.6• ,, 1 GOOF SHEATHING I i , g 15 i N ,, .,/ '{y L 1�_ ('�, �o� , �� w 4 " a, I y �3��^�_- BELOW ', ` SD I "' Structural Panels I I GUEST - -1 -" <, '� r- ` „ I „ SHAMPOO = Interior Zone Location , rafter 12-16 o.c. 8d 6 o.C. Edge/12"o.c. Field 'I I 1 BEDROOM{ SHELVES 3 PT 00 p NICHE rafter 19.2-24 O.C. 8d 6"o.c. Edge/ 6"o.c. Field I EGRESS WINDOW z >�� z OPENING _ GUARD RAIL /1, - STAIR RAILING I —„� _ 1, jM' NOT LESS THAN q/ { 34" TO 36" HT 4' 0" 2' 8" 3' 4" r `V I WHOLE I L ABOVE NOSING' �` 4' Perimeter Zone Location, rafter 12-19.2o.c. 8d 6„o.c. Edge/ 6„o.c. Field I OPENING DIMENSIONS = I I \ --1 Q 1 v 11 I 2868 HOUSE FAN I 36” IN HEIGHT 2 1/2” WIDE - _-=[�' r' �--�-r -_____ -_-- - - I W „ „ MINIMUM CLEAR OPENING " = I RAIL I rafter 24 o.c. 8d 4 o.c. Edge/ 4 o.c. Field I MIN HIGH X 20" MIN WIDE I of t''—EGRESS F; I ,,b� EXISTING (2) I EXISTING 0 1 o �._ I 2 X 6 RIDGE L HALL GOOSE Q ! RICHARD'S Gable Endwall Rake or Rake Truss w/ 8d 4 o.c. Edge/ 4 o.C. Field I I ! I RELOCATED POST ABOVE NECK , 1 ATTIC SCU-TLE`�' 4068 NEW FLUSH BEAM tt7 IN ATTIC i'��( �' 4 FT VANITY I o l o BATH tt2 Lookout Block I FUTURE ROOF 01/ER I h Gable Endwall Rake or Rake Truss w/o 8d ai ___ 4068 EXISTING c5) 6"o.c. Edge/ 6"o.C. Field FUTURE PORCH I al '` / ' (3) 3/4 X 9 I/2 1.9E l�il 2 X 6 RIDGE BATH I QI `" 2 „' o A ` MICROLAM LVL POST ABOVE I g Overhan —�- iii; uT k} jpFE NI _ _, it - A LT/FAN W `'r SD OC ' o\ 2468 Diagonal Board Sheathing I ' I b�0 ?66 BENCH 4` SHELVES !p _ i SD ' -- _ I < 1 OPENING SHELVESA O r 2-8d Per Support '� r ' CABINET !I ' 1 X6 or 1 X8 pp I I CABINET 3.5 FT ,' SHELVE`1 = 1 "x10" or Wider 3-8d Per Support GUEST BATH ' I I � ' CLOSET spvirrir NEW SHOW ' �I I E _ i , JI ',- �� _ r 3 I/2 DIA STANDARD PIPE RICA—I,�RD'S l __ 1 ,7_,,,,__. ---[-_-,, fkl 1 / (2) STEEL COLUMNS - :, �' A I I v CONNECTED TO EACH BEDROOM 2I CEILING SHEATHING I I • •;I, FT FT \ ' I q. _- OTHER WITH STEEL PLATE \ • > - � , \ " / �''' 4 I I 'i �''n l AT FLOOR LEVEL 4 X 4 1 p I csl ROD & SHELF z �. POST I , tu MATCH EXISTING =�_>_ - �' ' A 5d Coolers 7"0.c. Ed e 10"0.c. Field I I /HNICHE4 / ; I I :Ag_i__ WINDOW HEADER Gypsum Wallboard q 4� VERIFY SIZE I �r I �' t, -- �- , Q �C �� �. w� W PADDLE FAN 4 X 4 POST WALL SHEATHING • — ABOVE I I (2) - 13/4 X 9 1/2 LVL r^� Ij c to �J EXISTING w EXISTING (4) I I I I�h11::_ �• A / � z '! I nt 1) ,•.,_! >- , IL-- ti SD a�� HEAD)=R 2 X 6 RIDGE �� \. � • / RIDGE o LT/FAN ,y;' - ===z - } - g�� W O �G ABOVE O POST ABDVE 9� I / RIDGE SUPPORT------->,A INTERIO1:D21 X 10 RIDGE Structural Panels or Panel siding I I Q I -- �,r F /�,� EXISTING m \ o`\ 1� B Interior Zone Location, stud 12-24 o.c. 8d 6 o.c Edge/12 o.c. Field > I FIRE PLACE Q 4X Q 2'_1" ./r"\:\ STUD o CENTERN Roots I rl " Q POST i t 4' Perimeter Zone Location, " / POCKET stud 12-16 o.c. 8d 6 o.c Edge/12 o.c. Field ; I LT/FAN •\`v' � / Q \ �F� �- � a__ (�/ �.`l I I I, � I VERIFY „ I I / J I` l MATCH , 4 stud 24 o.c. 8d 6 o.c Edge/ 6 o.c. Field MBR BATH I m EXISTING I N I Fiberboard Panels _ _ _SHELF u (2) EQUAL:Ey:SI:PT:11ND:: D4" X8"I ���— ' �� I M,4 S T R ABOVE_ I 1 = 4X4COLLAR TE / WY 6d \s3 3"o.c. Ed e 6" o.c. Field17_,F .-„,, t�1 — {� , .N BETWEENF ALL AND 7/16 g I �'��R �� / BEDROOM ++3. 1 1 Q 4068 CATHS RAL CEILING, POST I UNDERSIDE. 25/32" 8d \S3 3"o.c. Edge/6 o.c. Field o tib (AA!OOT TUB '� o / / MATCH EXISTING HEAD HEIGHT Gypsum Wallboard 5d Coolers 7„o.c. Edge/10"o.C. Field I X 60" la I 1 — — MATCH EXISTING HEAD HEIGHT J CONTRACTOR VERIFY 8d 6 Edge/12 Field - — _ k CONTRACTOR VERIFY Iii I I CENTER HALL 1�N I __ Hardboard 8d (As Per Manufacturer) = r I I f Particleboard Panels llll � EGRESS � � �_ , EXISTING EQ �ESQ RELOCATED I MATC EXISTING HEAD HEIGHT \ � 1668 �GR�s�- WMIFD 60G8= -.II' 1668 Diagonal Board Sheathing - - - - — — — - - — — — I - - - - - CONT ACTOR VERIFY — -I 5 PT MIN MATCH 1 "x6” or 1 "x8" 2-8d Per Support 1 EXISTING I I CURB CURB / EGRESS I 1 "x10" or Wider 3-8d Per Support CENTER OVER l I I DOOR BELOW I L — — — --- _ S GUARDRAIL; 36" MIN WITH JI __._ti -1 , -- - A-1 OPENINGS NOT TO ALLOW FLOOR SHEATHING I EL L - 2,---6068 - — — — --I� — �— — I l Structural Panels 1 WMIFD 6068 EXISTING WMIFD 6068 FUTURE. OPEN PORCH BELOW — PASSAGE OF 4" DIA SPHERE �� EQUAL EQUAL 1 or less 8d 6 o.c Edge/12 o.c. Field \ greater than 1 " 10d 6"o.c Edge/6"o.c. Field GUARDRAIL; 36" MIN WITH CENTERIIN HALL OPENINGS PASSAGE OF 9"T TO ALLOUJ DIA SPHERE Diagonal Board Sheathing 1 "x6" or 1 "x8" 2-8d Per Support 1 "x10" or Wider 3-8d Per Support ----- -------- ------------ FUTURE BALCONY 1 Nailing requirements care based on wall sheathing nailed 6 inches on—center at panel edge. If wall sheathing is nailed 3" on—center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such —as shear plates, shall be used to maintain the load path. — 2 When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1 -16d nail per foot. 3Corrosion resistant 11 gauge roofing nails and 16 gauge staples are permitted, check OF NEW yo REFERENCE; PLANS PREPARED BY Residential Code of New York State for additional requirements. /0 NAS CME Associates Engineering & = C O N ED F I_ O O I_ , , ? Q� Land Surveying LLC h O . 1 _` d Quality Control Certification 10-30-03 SCALE 1/4" = I'-i. " ''f 0''r t. w \ O661 / EN OVATION PPO FE*NCI CLIENT: TITLESECOND FLOOR FLA REVISIT DATE,0 S - 12 - 13 The Riegel Residence BROOKE GIRTY DESIGN SCALE - 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 I/4' = I O Cresent Avenue STAGE — 3 NY ISLA ENGINEERING SERVICE CO. CONSTRUCTION �I Fisher s Island, I N I PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY; Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optoline,net DSN/BG SHEET 3 OF 8 USP—LTW12 CONNECTORS STUD ..---4"--- TOTAL (12)-10d NAILS1) USP NAILS 0 STRAP TALFTA OF THE FASTENERS \Ns\ 4\ (12) 8d NAILS TOTAL ON EACH END OF STRAP '\ It i` USP—LSTA24 CONNECTOR �`°�I,TOTAL (16)-10d FASTENERS TO STUDS.IiUSP—LTW12 CONNECTORS / G ► 1 TOTAL (12)-10d NAILS -I CHIMNEY HALF OF THE FASTENERS n ON EACH END OF STRAP J Ii 04 IM H III � X 4 POST BELOW Pi RI CANTILEVER STRAPPING DETAIL TYPICAL FIRST/SECOND FLOOR I I I TYPICAL RAFTER STRAPPING NOT TO TYPICAL RAFTER-CEILING JOIST NOT TO SCALE NOT TO SCALE CONNECTION NOT TO SCALEI IL O 0 SCALE 0 II I OL as I /,X co NEW ROOF i\ // \\ (1) USP—LSTA24 STRAP z NEW ROOF 2 X 10 16" OC AT EACH RAFTER. II 2 X 10 9 IC OC / I \ (16) 10d NAILS TOTAL I I \ ' )------2X STUDS, SEE PLANS I / \ oo 1 In o o � \. X lIl CN °° °0 USP—LSTA9 STRAP AT EACH STUD. I I Z TYPICAL RIDGE STRAP NOT °° FASTEN W/ (8)-10d NAILS EACH COIL I I FUTURE I TO SCALE & °° 00 STRAP SHALL LAP UNDER SILL PLATE °o °° MIN. 4" ABOVE SILL ON OTHER SIDE OF ADDITION ROOF WALL STUDS (NOT SHOWN FOR CLARITY I i °° °° PURPOSES) 00 I1 oo oo °° l I� 00 oo °° I I 1 °°0, °° 2X PLATE, SEE PLANS \ o 00 oo (MIN.) ° °° 5/8" DIA. ANCHOR BOLTS © 36" O.C. AND WITHIN 8" FROM L I I w m II END OF EACH PLATE SECTION. I I I W 0 BOLT SHALL EXTEND 7" INTO CONCRETE FOUNDATION iiiii, OL co 2x P.T. SILL PLATE I z X ALUMINUM TERMITE SHIELD I ( I EXISTING ROOFco c FOUNDATION X w CONTRACTOR TO VERIF=Y NOTE: ROOF CONSTRUCTION AND ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. I I ITS SUPPORT _ IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE I, TFZIPLE DIPPED GALVANIZED MEMBERS APPROVED BY REMOVE CHIMNEY MAUNFACTURERE TO RESIST CORROSION FROM PRESSURE TF2EATED LUMBER I Il N. ^ (3) 2 X 12 DROP RIDGE BEAM I 7 NOTES: TYPICAL SILL INSTALLATION FUTURE Er 1. USE USP' LUMBER FASTENERS OR APPROVED EQUAL. III \ 2. THIS SCHEDULE MEETS 110 M.P.H. WIND LOAD CRITERIA. NOT TO SCALE PORCH ROOF I II If -=1i ir_ II BELOW t- `-� RIDGE POST BELOW /I � I II r' .. N ,, I / TYPICAL SILL CONNECTION NOT TO SCALE I " " I I 2 II I / / \ \ II '\ mom II Ocg O I Irwn W I I u L °n U I o1 / Q \\ pCB O IW J LU �o 13 W ›../. O \ mo ♦— c0-4Qm N I�. / °C CO °L N \ I X CATHEDRAL .< LI, / k_, N m F CEILING BELOW H.X oz 'U / N \ W —I / \ W Q W \ Q -- -- w / EXISTING RAFTERS BELOW EXISTING RAFTERS BELOW w / \ 1 . . / 2X8 ® 16" OC 2X8 ° 16" OC11 HEADER / \ I i 11 i — — — — — — — / / - Jv VL1_ \ � \ ;eea USP RS250 COILED STRAP OR APPROVED EQUAL FROM STUD TO HEADER MIN. 24" l 14 FT >) LONG AT ALL HEADER LOCATIONS FASTEN W/ (16) 8d NAILS I — -- -_ - ( I L_ , J 01 A-1 I 2x STUDS SEE PLANS FOR SIZE _-----n--- --- ' EXTERIOR -----‘ 11 VIEW ill FUTURE BALCONY BELOW 111 NM USP RS250 COILED STRAP OR APPROVED I EQUAL FROM STUD TO HEADER MIN. 24" LONG AT ALL HEADER LOCATIONS FASTEN W/ (16) 8d NAILS RIM JOIST OOT i=) L-- /.1 1N1. , PLANS PREPARED BY SCALE I/ " = I'-O" CME Associates Engineering & ( OiEWREFERENCE; 'V .!: er Quality Control Certification 10-30-03 NOTES: 1. USE USP LUMBER FASTENERS OR APPROVED EQUAL. Q tl 2. THIS SCHEDULE MEETS 110 M.PH. WIND LOAD CRITERIA. �7xi Ku C? \\Fo 086755 Y� RENOVATION TTYPICAL EXTE . 10 � E � AVIED \�pA� \o* CLIENT: TITLE: I I REVISIO ; DATE: R < O i i� I A I NL 08 - 12 - 13 O P E \ I \ G EA S TE \ E SCHEDULE The Riegel Residence BROOKE GIRTY DESIGN SCALE 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 1/.4" = i'-0" Cresent Avenue STAGE4 ISLA ENGINEERING SERVICE CO. CONSTRUCTION Fishers Island, NY PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 1 286-7448 Mobile; ( 516 ) 220-6200 Email: Isla@optoline,net DSN/B3 sHEET "4 OF 8 -NEW KEY STONE REMOVE CHIMNEY T, ADDITION > „, _,TI 4. _____.... FUTURE ADDITION ----- NEW CROWN -- A EXISTING ROOF TO REMAIN 12 , APPLIED TRIM B CAP .af11s'� �� �, FUTURE SECOND FLOOR BALCONY SHOWN I LH • IPROVIDE GUARDRAIL IN FRONT OF DOOR /�111111111141111111111111110:11140;;;b: _ n1 �1. SEE DOOR ON. RIGHT =' .�.r1i4i�1I■i■w1..111■11■■■11 ■■I■■■ i%=i�'u■i I�ii ■ l ■I.�11■Yit;i■ ■=i�._ EQUAL EQUAL // .n1�1'iii�i"■�■m■n■INI Iiil■�I nw:-./■n■1■1■■■■u■■1111■■■.._ � - ------- �--------- u■N11■■NI■■1■H■n�_L,.Inn■i■N■111■u■■■N■N■n .ai■u■■n■1■Iu■N=■enomuo sin ■I ■ ■n■NI■1■■1■■11■i■11■■1•■■I■1■1■lhir' . GUARD RAIL s. EQUAL %, _ .dinum■1■lu■■Ii44li■11=s■1■ immu n ■■11■■■I■■nNIN■■■■�■I■11■■N■■moan... NOT LESS THAN ' = I kilialikl - ----- �” .cul=■■n=N■■n■n■■■■1n■■In1■■■I■■■■ur� �■■■1■■■■■1■■■■ I■ u1■■ r 36° IN HEIGHT _..d■■I NI■Iu■■m■■m1u■n1■■In n■■11■■um• ��■11■■■_E■■u ii i= 1111 1 Il i 1■Iau1■■n._ _-- --- - - i■■■■■1■1■■■■■■■■ENNII ul■■►i■■ 1 4 • i� EMI n■1■1■■■■■MO ■■■■■1■1■■■■■■.. z S _ - 1.1.111J ---__..._.-_.-_-_.--_-__ - _ IIIUIuilili�n=�i�1i■11411■i1IUIIIi'!■1�11,1�■■_�■N■1■1 1 1r �I�1MOIS1■■11■I■I uuIuinI u,Ium.uuu.i■nuii�iiii11 I m'- -. _ , - MIMMIMS. -Mari ■■IT11�1 - - - -- - - ,44 41�'t'r-�w r��rr,',�I�,'+ *- .. 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N. O Y >\ I O N. CLIENT: TITLE; X 1/\ n I O I REVISIONS: DATE: 08 - 12 - 13 The Riegel Residence BROOKE GIRTY DESIGN SCALE: 261 GRASSEY HILL RD, LYME, CT. 06371 (8601 434-1401 1/'4" = I'-O" Cresent Avenue STAGE: A 5 �I V ISLA ENGINEERING SERVICE CO. CONSTRUCTION Fishers Island, INI PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 1 220-6200 Email: Isla@optoline'net DSN/B3 SHEET 5 OF 8 REMOVE CHIMNEY -1---1 _ 1 44 ADDITION FUTURE ADDITION L J A MA FCH EXISTING CEDAR SIDING �— _.._....___.:.___-_1_1__.-__ 1____= _ O - --_ _ 1,--1,--,--1.1-1--1.rY r -I r r,r-, 1T r,r 71,7,r,, 1 n 1 T, „ „, , , , 4 rr ■y1 1-1-1 __ 114.1 ■■p 1■■ ■■1 ■1141 a ',4-4-44'4 N 4'41444 ;4!�i`,'4 44'444414".4,'4,'+ 75475�44!44H't!-4147-414 X4414'474 - -'h!i r4 14`144 t!+'hI `� +r-'I '-r'i4'�r-'lti+h'i' 1 :,"''ILLI-71-14-1Hr444414444444'h';'hI4i4!-I4`,4r 44' - .�n�i`;-54414'17',",'+'i, ■ _lJ III i 1 II1S.�■111 ■ _� 11 44441445+N4'4 4-5444x44''44'7'-5544 Y 44'444'47'4'444 r 174'444'4'-4'4'44'4'4 - 4'4'141`5+4-4 1 ! 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I 1 ■ I■1■I ■ ■ 1■ 1 d 1111111 Q � �) -- - _ ■■■II■1■■■ ■■■1■■■II 1■■1 1111■■11 11.1.11■■11■11 I '4114-;i++541'r 417 -.4l-1444114 r4�44-14, h-1-4 47-41-1444744444-44-441 -E'r�'ri,i 4't,4+-F'! — -171-54+�-++'4_,'r54li' �t�� +F' 75��,++'t;,+F'7'-4441,+4't,44F`-4441,+4444,44 -- __ - -Ir4'n r'�','�'rl-+'t 174 ■■■n■■■n■■ uy■ 1 ■■■ 4445,4�,'4444'r -4-'4+1+4-54'444'4'4'+454'++'44'4'++'4'44.44-'4,'41414' 1 -4'4',44,"11444'+14' - ''''1,51' 4,'T',+'''r'„ _ . 4.4 riY�"�ih4414'ri�4'i"ii 7'r i"r14'ri 4'l"1i h-i'4, 7'l ,4i�",-'rr�-��'-'�44r' 11111111111111111 ■■� �1■n■ ■ . 11111111111, 1 ,4 4'44 414'+'',1= -14 4 4541414 47'44 H',rLS-'Lr'HILT'4-1'1 441-5'414�4'414 4 N5i'41 174 Y1','r'4�`i r`�i-7' 4 44+4+4 7'+'7''i 4 4' ��JT � X1'4 4-'�','r'r4'+4144 4-'�'.'r','14 r`1h'4 4'47 447-5`4 h�i' ,-------- +'7',+4"4'4'414 1■■■11■■1■1 ■11■ 1■In1111 -11■■1■1■1 ■I■■1■1■1■ ■11 4'41-1,44144,''744 ;41-,4'44441'4414,444444+4'4,1,44444'+r;414144 444 41444,4'4444'1'1 ,'414444' 44'� I -S7•11„ 44144,4'-r 41'4544144,4'4 4144 414 4 4'-4441-5 ”'t,4r-'414444,4 �� +4 4,i 4'h+'r'414'7'r 7'r 4'414 44'+14'r,',x'45+! 414 414'4,+5+'1+1 111111111111111111B111111111.120 M�■1■■■■11■■1■1■■■■1 ■■1■1■■■■■1 i'44i 44,45144444 '41r4'r14144i14Y 4414"414511r4Y 174'44'41',45 ,4,Y 4'44'41114'1 -- _ 171'+'174+Y 444545+,'+' +'„'417-r,r,1 14.01)=111.11114111 ',4 44 44 N 4 r,'14 -14111,4'4'+!-5454 41L11�'4.'+4,5 4 511 4 1111 4'4,'+4441-1 4 t2,44,'+4 '7'1 45.4'+,'=,Y N+'11 ��'+N 1+'4,41 � �\ i'414''!14'4-!+,4'114'4 4'X11'4 14�4'1.'+' j'r4 44 4,4 414,414:1 111.1111j11111111111111.111111111111111111111111.1 1■ 11■■1■11■■111■■1■1111■�1■■1■11t1■1 - 4 44 4'h 4 4 4,4'45+ '+ 4 5 74 4 r+4-4 t1 1111 ■a■114■111■11■■1■11n11.1•1■■■111111■IH■1■111111■la1■11■1■ 144'4'1+5544,'44 ;1'4; 444'441144144rr4'r'1'1'41'4'4rOr'r'4i144'144r"4444 14444+�'-'1+" -- _,+'17'1 111■III■11■■11p■III■11■■1■1■III■11N11p■III�1■■■11■111 1■■ a■11n■I X1+4,'4';4,4''41 '41-'1,45514'1444PI-4LI 44-54 r'44-4,544'444417+444ur r;�11i't'rT1,"r-,'1 --- - , - �p .,1�ri'5'r!�'44'.;7'iri'�1k�4'�4' NEW N�W -T'4'rit�'-1�'+h' ■■ ■gyp 4 ++' 1 RELOCATED 174++' 41-I 41+1+' 41-I 41+1+-'171 41-1 + NEW NEW 1--,,,--:••--,,,-,+1+,4+N'414171NElI 44,' -.11 1■■� \744++'+,4+x ,475444'+,4+ ;4 't 1� 11�1�■ 1■■I■1!■1■11■ 1 ■�1■11■1■1■111■■I■n■1■�ml■11 4'454 4 i+4' r +1+' 4 r 117111'+1 447-41+41' +1+5i' ';r+5- +7'r 4+4'r 454 i 7'r d■■\7��___a� �■lan� v 1 1■■■11 1.1111111.111. p1 ■■11■1■ 1■■■11■1■p1■ 11 4','4`44'44+''14 -��,44',4Y4,+'4,444'114-'1+'41444'1i'41�1+'41`,44'11'41 1 144544414+144Y4'4'4'+ 1��y■ —..■1.Id�11s ''1144'44444.`'1 __ _-- _- _ 54'445444'414 =n �Inum I■■agnummmo lul ■■11111111111#111111111 ,■1 .J IIn■■n _g wld1■111■■1�. 4 44' L145� 1 �'44,4'44445+44 11■11■4111■ 11111101011111111161:111111110 ■■1.1111 I I■MANII■III■ 1111 '41-115'4 h'-r4r-1'�' ,'411144+7'r'+r,'4�i X4'4+1'17'+4,'41114'�'r-1'T'+4,'411X4'4 r-,' J '1+4-r;r,4'4�Y1+1-!4� ,� 1, x,111 11� �E . � ■■EI ■ I'h 7-Y-r 1,4�4'1-14+�_ ?4'44'45'454 414'4 4'4,145414 4 4'44 4+1+14'414-14'4'44'44 4145 l'+'44'444 174 44 454-144 ' �anm ■111■11 . 111.1 1■E■11■ 4'1'15 4'44;11`;4'417'17'15'7'1741`4 44'-rH Y-'7'h`r'r41'�'7'r'1114'7'r 7'h'--r,,,r', 1■1 ■1 ■1■■1 1 ■ .11 1 1■■T1 11■1■1■ .31■1 1■■1■■� '4 y, +'4• .` { pp'' 4111 ■1■111 11■11■ al 1 111■■a■1■ p■■al■1■1' '4 44 4414','4141 r 111� 1 11 � r 11 11 1�1 4 h 4+44'!+44+414 4-4 4.44-4 44 4414'4 4144+174 4'4.4'4 4144 1 � � 1 117+44 du■■1■II ■111■■ (..i1�- 111■■1■immon �- - 11.111■111■■■1 111111■■■11411■11M11■11111.111 11■11 111■111 ■ _IH■It■111' 4'4 4 4414 4 4 4144 4'44'45 4 44'45-,514'1445 4 4'414 4'41445 414",54 4'414 44 4 4'44 4'',4-'44 4 4'44 411'14'44 4 4'454 42 414'15 4-14 45+42�+4;4 414 47 4 'L �1■11■111■11 1 Iwp■1 = ■1�■111■11■1wn■I■1�. 1111111111•1111•1111111111111111111=11T11111111111111111111� ■■� 1TANIVINIV , ■11■ ■I' -- 16414"4 4'444-4''4-4+4,'4444'4'-444'445- '4"-�1+4'44444'74��44'444!44�'414141444444-+14 4 4 444 41'41-14'444rr'4,4 -A`AI im mux ii -iim --,m•I11n11■■■1�1■III■I _ 1' SECOND FLOOR � lllll�ll• E- ` ----_. --..-_ �_. .+4- ,+�++t •--_•- ® — dl■■Id1n■111N ■■I' im1 uniMIIIII li -iinus._ —� 11 ■11—a■� BIIIII■■11■I■1111■■■■■1■1111■■■II■1 .1 ■■1■■I■1111■■■I 111 dl■■■_ pi \ / II111111� lldlpl■1IIpI■Ila■n1dd1111■■n1II11■■111111■dl■�w�I■Ila IIII V I�, ■\_$�1 ■■■=1I■un■1■1��-1- 111 �i� ■;�■■ niu■■li■m■11 - �iemf- n■n1■■■1a1■111■■■1 1.11 , 1■I� w1 j '�� 4��1I1I■m „' u 1414 41 +1+ +w++ 4 4,' 114-' 14 ti'4 4' 14 fi kI.' ■ 1 �� i � i �I I _1■II 1IaY- \ a■ 2113..11.1 1I-44 ,V11 Ili dr..4--____g----#10.- �� 111 ! 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X41 4 �-- + 'µ' '4 -1-141414; +'h41,T5i 44r'-14144 k 1+ +1 11■11 / �• ���• �� ■■I I�■ 1114' F+4 r',4 17'4+4'4'14,'-4+717'4 4,'41+'r5-",+1'11'4'44 4 '� .44__./ '1414'444-,'4514 -,414'44444'4'4'4 • n■■■111 I ■11■I■1 54,44'- '445-. , ., .. ,,7-'4�4r'1i+4�` 41444'44'4',1'4414+1444'4441444 '�+'4144+'4''1-11'4 _ �� - -------------4------ _—- _ - GARAGE 4'4,11- �� - _J41_,..._ �u - --- 1 ■nn■■1 u1■■111' FUTURE 47'444'4�11EJ,X1iST 4, 444'-414','1,L�1,', 4"45+14'4144+'44.? 444747,'4�ir- -44;44-514'44'11'4 pin - ' 1 1�1■� Ila■■1■■� "'1-1-FI'T 144+,44'4414'41 44'44'444'-6rr01-'444 445-77,444,4'4'1,`h'4r 4;4-'1,'4r'i141 4'44'4+4 -1414'r44'4i414441- 1111■ 11-1 _1014,410 -1 1 4 44 4'+5'14 1+4144 4'414,444r41'+12 4144+14'114 14'4444141+444'- 4'414"4441t4''4 II■.I A � / ) aJu�lll 11E11 11B RE-BUILD 4.1444- -+44'4'4,'4''1+-44144,4'4'444,44'- X5414'4'4'45444444'4474'444'4454- 44'44444444�i'4 'fI• ''• u■11■1 I �� • ��1 - - - ifIr 1111 -- --- -- • -• ---I -- ,- 111.1.111 17'1'-'1i r- ,4,4'#4+54'+4+441-4+11'-+'-4++-;1 i1- T'+'4,5L1i'+'4;44'4-5,44'44'4+4#4-4 44'4'1444'4'4,4 J HMI .841° r s / r'414'- ++'r-,4'41144444',4'4„+4444+-F5','1- �,S+-1-5'4',144'4744-441+14'414,4H' -4111414'r'r54,H'1- / III 4 -gli8 ��� II n■ r F'4447 44444'4'4,444"444'4'14,+44'444411'4 -44.4444 4-414'4-'4,'+1+51'44,'4'4-541 ,5-74'4-'444,'1+'4'4 1■■1111 ' , 111 ■1 1 I 1 1 1 I I ma (� 1-44'4 24,'414.4 454 4 444 554'4'44141+'+'4I2 1444-4'414'1-'44'41444'11'4 '4'4,4'+4 '1++444+4'hi'- / 11■■1■ _ 1 ! 1 ! ! 1 I ( 1 I I i ,''111'- 4'47'14+,1,'-74�41r44444,4+4-,'41414 'I4'4414'+,44,4'T1114144'41414+1+4 -'+.441+411'+14 r- / 11111111 BEACH - 1 1 ! I I I II 1 ' 4414,7 4444,41+',;454'44+4444+,'44'4144',44 4'414,'4'.414'444',i'.4'r'141V,44:.''�+',+5 -144'45+'4444541` NEW 1111111 '� I imr STONE lir _� II / 11 11 1. 11 1 111■1111■' 714,41 44'44'4+4'4''4+'4414414'4444444' 14'r444,4,444144r444',445454'+'4' 4�451,'+44'4'r414,5'4 / 1 II 1■1-1 __ IIH ■I�' 4'4'4'4 4414'444-'445+4-14'-44'N�4r�144-417 4-44+ 4+1,4'4144,'1'�'4rNr.'4'.;+54 4'+'.;+5-4+44.41-44 / �"' r �,/EXISTING ' ' 1 11■u 4N14 4441 445' 4� 4 r+LL�4ll111k4'4'44 lafilMATC- XISTING �� ����_�_il� L IMBUE III■ ■.1■ - —_ - �� 1. ! 1 1 �.��11■. v. FIRST FLOOR ,-..-,--Y,- 4 4''44 +' 1+ --------- ER - --_-_ I■--- ,�` _ , Mill Err 11■ _ � - 1 �■w►.+— .a��—Lam. »i�1■■■ � �:�.�. 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I ! , : ::, 1 , . , : .:. : _ :,_-_' 1_ :--1 :' 41!4:1:.!- :. : _.1■n■I■n1■■■n■1■.n=■■1 .■111■■■1aI■ 111..4■.■111 ■■■■.tr1■n�i■■n■��iii■■ 1 - I■i�ii■ . -,-__----- ---,-,- ,, 1---_,-;-:-----.__,--. -; .,;:. -,; : : ; , , 111,r 111 : : --- ■■ Iu1■n1■■III.II■ 1■■11nn■■nnn1111■n1■■1dn■■ul■■1■n1 ■a■■m 1■u nl� - W� a■II■I■1In.1■■■I.1In■.■II■I�iint■1a.■Iam t1■I■nn■■ n1I■t.w■■II■I■1In■■■ 6■1 p I1■ �q� _1111.. _.. -1■1■■.■1■1■Iw■■.■...■1■1...■111■1■1u■■■■■■1■1■■■■■■■■1■1■■u MINI■■■�IIUIUI■■II■111 wa�I■1111■III■■n1111■111■■1■111I1Id■ II'I■■'■1■1111■1L__ 1\,�11�111■1111■n11I1 nI111■11■�Ia11Hla1■�I 1■1 i 1 I _ - 4 4+454 1 4 L1 1111116,11:11.11.11111111111��II■II 1■p■■II■I 1 1 l ii 1 1 1 17 4 444 4 1 n' I NMI_ III ■111■111.�111 11■11■1■■11 I - 1 4 444 17 4 45 11■111111,■1,11 ' I. IIII ____ ,:: , , _ _,. __ I r.:,, _,._ -~ ,,,,r Ti.. _ 4 1-14 414 4 54 1-4 1--1 ■■11111.■I. 1111111,1Id. 1 �i 1 1 r 11111• 4414 +444 I I . , , \f\ _ 1 I ' i. . .. . :: .: ,:, „: ., 1'141"144,+4'1'4 Y411 imilliI • 11111111111111111[WAY 1 il �, , „I ■m■ 1 1141■■ :-_' ':,, NEW :: 41 BALCONY FUTURE SECOND FLOOR B 1� r 4 i'1-' :_1,1_11_1 l I 1 t 1:' '= �1. ,'4'4;4'4'S4+' '441i lm 11 j■n■�■s■1�■�1I III■■■1 .111.1■■ NEW NEW 441+1+4'-4-1 �1i II II 1nit l I 1■111■ I 7' I44, '-- ._;.71 --;-,, 4i l f 4 i? 4 i: :; f ,: : . „ 'I ,, ',,,I�,L,�i- ,: 4 .,.1.,!. ,5 �� ,-- � I�Iq■111■ - ----- :, I ',I:, :::: :: ::_: :_:: ::::::: ::::: : :' `::`::::: : :: :::: :: ':: :: ' � 44'#11„' 11 1 ND■111 ■ 111111.11■■1■11■■III■■1■IMINIII■ � Im�H - 4 4444114D �-1I 1 1 I ■u�i.t.l II1■1 ,: . _. .:. ;: _-::.,,11,,:::_:1: - : - : :: : , :: :1:::: :_ '- ��1111■11 II■111..1■11111 L IIIuII1.1■11I■II11■II • II■ ,� ! i,'4 4 ,+4'4447+u . ■ . ' I ! ����I 1.111:1:;�JUIU■■I1 -=. _ „1_1,11.._. _..__-�__-1111._. ,.._ . ,, _ - . ,, r 7''i 4, 1.44 4 1 1111■i1 Yf■ii1h�/ C �uunl�e al � �� I 111.11.4 1 m■ 1 FUTURE ROOF 4 SECOND FLOOR FUTURE GARAGE 11:1IIMINiru■=1i■ ■1-'i■ ■■■11 m■�.1....1 = 1..411�■■1■11n■.■ - ._- 1 - . -----misi.n u■■I.Nn.■n ■ 1 =iii■■1d�1.■nI■■nm.■n1■■1.nu■na■1 nn■.0 nu11■---■111111■m■� 4 ,RE-BUILD u■11■ ■I■■1 ■■■■1 n ■ ■1■1■■■■111■1■1■■■■■■1■I■1■■■■1■1■111■■ ■■11■141 ■■■■■1■ 1■■■■■■■■1■1■�x ----•-•--------•-•� ���E ' 1111 II 1111iiiUhIIIImUiiilii■■■n■■1■n■■1■1■I■ I IIIUiIa111■111■■1■IIII■I 1■-II III■III■III■■■11■111■111..1111■III■ Ia1.11■I ■ 1 I■11■1 1■■■n■111■11 14 \ 1I / f i 111 ' EXISTING OVERHANG■ 111■I ■11■Il■ xl■■1111.111■�,I■1■Ifl■■It „ ; 1 , 11p■IIIi1�111■In■11■■,11 II I 'J \ I / 4 111,1 ■ ■111 ■1UI 1■11■I■111■11■11■I■111■11■I I �■n ■■■■1.1.11 / �l____,'' -- BEYOND I II ■■■IIUIIul■■11■■a1■1..11■■■■■1■1n■■ ■■n■.■u1■■■■■I 1 it � \ - =1 y 11,.11,i 111,1 II ■III■ ■11■1■1111■.■11x■1111■■ I 1 11■■■II 1111pw� 1,1,1 1,1,I FUTURE I 111■u1■■III ■.11■�1III■■111 �UI UIIU■II , 11111111■ ivE 1 / II I' i_ I / [ 1'1'1 < FUTURE COLUMNS II ■1■1■Itp■ 111.1 ■ uual■ ■I■1■1■1■■I 111■111■ 1■ ■111 1 / 1111 11111 DRESSING II III■■■■IIII■III■■■■11�1� d■■1■111■■1u■■11111 ■11UI1a■1■■IUII■■1■111■ 1■ - _ _. 11 1111111 II 1II■■1■1■amwmll■■IIII■IUIII■IIIImn■111■■n �n■11n■In.�11■11I■In�■■� Ali 2 i ■ 111■III■111.1■1■III■11■■11111111■11x11111■■1■111 111■III■�■ I■1■III■11■■111 ■11 VEL , NE;W EXIST > NEU EW NEW III! 111111 III ■IH■11■11■1■■11■■■■1 1 ■11■u■■1I1■■11■111 II■1.1■nl•11■IUIImI■ I■ III '— \ --� '1111 11111 II ■■III■ ■■1■=n■■■n■�ilt�il=■■111■.■IL■1■ ■1■=��■■■n1� 111....11 111 .” I - 1 11 11111■■■ I■nn ■■II■n 11■ ■II■I■IIII■.■■■ 1111 NIIMI m■■■11■I■n ICI \ / / 1! 11'11 I III■111■■111111■.11■■11�IIh■■m■■hUIU11111 L=------•----:------. =JU11■1n■■1■1■■p11■1■1■■ I � I III11 '_ 4111,1 I ■I■al■■II111■1■1■■I II■1■1■■1■IUI w■■ ■1■1■■■■11 ■1■1I■■Ix■1.■■■■■H■I 1■■1■11 I I _W N. �/ III 1 I pp IL- I' 4474, 4 417 11111, lc 111■.■111114■ 1 1111■111■■1■In11p■■nllltl�„1■■1■1■ 1141■■1■111.■I.1■.ni■ ■■■■■1.111H■1 1 tt I 111■11IUUIUI II IUIIIII1■■■11■■1.11■II■11■111■11■II■u111■111 ■11■■IgIII�II■11■IIn■Ilt�nn■■1■In„1■1 I I 11. 17Q C Nit �. 1172 4 J w[Ia '14 417414 4'4 1"144 417,5 11,1,1 , , , I 111 I I1I • ■1■1� 1■.■III■III■.L.nlwll■I/■■1111■1111■■■21■111■�1 ■Iwn1 1 II11■■ILII■■1■1■111111■■1. ID Da Q 1 H/I�Q Da�Q ''`411," 111111 1 ■III ■■1-I I■I■11■n■1■I�=4!I■n■n■I1n 1■1�■1IH■n ■I ia11■■■11�1■■1■n■u■■■111■■■11■ ■ ■I 14,'4-'4t'4451-' I IDS' r .'1I� ■��n�=i■nn■■1141-===n■unnlnlp■■gn.■.nln_-1 n..n.■n�.=_I.. 1S� .n.■.lnnugllnl 111 _ ■�■_ �� --__- s�_� m 1 11 =-1_ r -----1. 1 - - I 1 ''14- 3 T r r r 1,_ ■. II II1�.1■1■•■■■1111UUUUlIUUh III■:IIIIM II UIUUN'I'IIMII1■�UUIU.UIIIIIUUUIIIUU n1■w■1ni■■E■IIIII 111•111ni III - [I-- -- n c�1- n r 'i - n .1■�■ME■u�■�1■■■ ■■■■1■INN1■■u■1■I■■■■■■■ 1■I■■■■n IIU1 oFNEW r < FUTURE DECK AND PORCHES O i ,,,, loll,.- "twal ....1411, e.1 `°Fp odd-735 (, A'90FESS10�P\, NO \/ /\ T ION l/ "--' 7- I O N CLIENT: TITLE: .L.... = „,..,\ __T_ r O N e REVISIONS: DATE:O B - 12 - 13 SCALE 1/-4" = 1'-0" The Riegel Residence BROOKE DIRTY DESIGN SCALE: 1/4° = 1'-0" C r e s e n t Avenue 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 STAGE: A 6 I ISLA ENGINEERING SERVICE CO. CONSTRUCTION Fishers Island, I*\l Y PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 1 220-6200 Email: isla@optoline.net DSN/BG SHEET 6 OF 8 EXISTING DROP RIDGE BEAM 1100, PER PLAN NEW INNER RAFTERS LAPPED ONTO EXISTING2 X 4 TIEEXISTING 2 X BLOCKING AT EACH ATTIC RAFTEREXISTING ROOF\ 01/01411.1 -00�y•,.,, 2 X 6 9 I6" OC XISTING POST � �-z•• PER PLAN t �6 R-38 BEARING ON NEW BEAM (� 30 (+) ICYNENE PER SPEC ► �i� ''•�, 12" BATT '41.1: s•. , NEW FLUSH BEAM PER PLAN ..,..441,),- k---I--DECORATIVE COLLAR�� 'p���..,a �.;x.c_ , z � 4✓ TIE PER PLAN I_�a. 1_tf- 47 111 --'' ' NEW CATHEDRAL CEILING I .iLL EXISTING EAVE� /I 3 SOUND INSULATION 'I // \\ RICHARD'S I I / y PER SPECS BEDROOM #2 1 i / NEW DOOR / \\ � / PER PNEW LAN EXISTING RIDGE BEAM / \ I / SITTING AND POST PER PLAN • AREA NEW RAIL ' \ 0 0 /' POST PER PLAN i \ o BOTTOM RAIL� -1 \\ / `NEW CLOSET I \\ EXISTING RAIL BASE---______ _r-----r____.-----L' ii �y \ / I V, ,r >yt-� 1... - �� — STEEL ANGLE ATTIC I, NEW HEADER BEAM "A" PER PLAN DETAIL �'bQ4 EXISTING JOIST HANGER—� HANGER EXISTING JOIST PER PLAN IM._ r r R 21 I'�P I SOUND INSULATION I I/2" HOLE OFFSET 2 X BLOCKING EXISTING ROOF R-38 12" BATT BATT NEW HEADER POST PER PLAN----4I I LONGER FLUSH BEAM PER SPECS ( II RIM BOARD TYPICAL ATTIC INSULATION - , ;II PER PLAN I 1 PER PLAN TYPICAL RAIL BASE DETAIL NEW DOOR I 1 STEEL PLATE c ,. INSULATION 1 I PER PLAN DETAIL �- - J'' '' BAFFLE POURNDPICSLATION I I SET BOTTOM OF BEAM —� ' HURRICANE ANCHOR - — — NEW FLUSH BEAMS PER PLAN , cX •" IP IP I I __ � XXXxXXX 1 1 ON TOP OF STEEL BEAM FLANGE �- < NEW CANTILEVER BEAM "B" PER PLAN --> / ' I, wa, 4,66 C BUILDING. SECTION a BEDROOM SHIM t BLOCK BELOW BEAM NEW GUTTER — PER SPEC 1 WALL BOARD EXISTING CEILING EXISTING PLATE `!<-"-- EXISTING PER SPEC SCALE I/ = l' -0" CONT VENT PER SCHEDULE _ EXISTING STUDS EXISTING SAVE DETAIL AA BEAM BEARING ON TOP FLANGE Q INSIDE OF OF STEEL "I" BEAM. TOP OF BOX AROUND NEW WALL BELOW FLANGE IS 2"+/- ABOVE EXISTING zo FLUSH BEAM POST POCKET DOOR TO C�FLAT CEILING WALL PLATE DUE TO NAILER I _�� CATHEIDRAL OUTER EDGE OF SECOND FLANGE THICKNESS. a RICHARD'S $EDROOM CEILIING o FLOOR STUDS ABOVE SEE DETAIL < ±,i t SITTING 0 o oz 1/2" THICK 8" X I 0 az cY p ENGINEERED WOOD BEAM PER PLAN8D- w STEEL BEAM 6B ATE o STEEL B1rAM ttLA _, al (OUTER EDGE OF FIRST (2) 3/8" DIA STEEL L BOLTED CEDARICSIDI G PERAL IOELEVATIONSR WALL ONSTRUCTION w < <II_ w FLOOR STUDS BELOW THROUGH BEAM z / `� EXISTING BOX _ _ REMAIN _ _ --- C) OLD 2 X 4 2 X 6 ED DOW BLUE OR EQUAL HOUSE WRAP ,I I 4" 6" JOIST TO Q ADDED 3 TO 3 / '3-1' o �� -11-"°„'7-----.-4 °f?7 T �/I/I RAIL HEIGHT ABOVE STAIR ___._�.�_� �_----. I ° Vis_ o I BEAM "A" ;��I/2" THICK EXISTING STUD- CONDITION I/2" CDX PLYWOOD SHEATHING ��., NOSING PER NY STATE o 0 0 0 7 I- -I —I r - I -1 I- I 1 -1 r ` ____ 8 STEEL PLATEWALL BOARD BUILDING CODE\ z 3 (2) 3/8" DIA BOLTED CONTRACTOR VERIFY\ 2 x 6 WOOD STUDS 8 16" OC ill. PER SPEC \y Q a WOOD BEAM BEARING ON JOIST NGER ` ---_ >THROUGH BEAM / ICEN SNE BEHIND ELECTRICAL oc FLANGE OF STEEL "I"' BEAM = 6. R-2I HIGH DENSITY BATT INSULATION WITH jOUTLETS ( SEE SPECS ) Z Y 0 I VAPOR BARRIER ON INTERIOR SIDE OF STUDS /FINISH FLOOR / O - F�4 X 4 POST BELOW TO 1 1 N - W .'. _= _ ' 13` __ _ PLYWOOD SUB FLOOR N• ), INSIDE OF �l r- STEEL ANGLE "L' 8" X 8" X 1/2" FOUNDATION BELOW SECOND FLOOR / EXISTING JOIST BETWEEN JOIST A CANTILEVER BEAM PER PLAN SOUND BARRIER r,, WALL ABOVE FLAT CEILINCs o CUT BACK \______.. --BLOCKING EXISTING TRELLIS I/ 1< I < NEW JOIS1 PER PLAN ) \ SCOTIA\ N I" THICK RIM BOARD STEEL COLUMN FLASH AND PROTECT R 21 MIN PER SPEC I I2 BEAD BOARD PER PLAN EXISTING TRELLIS -- 1 1 LEDGER 11=- . - REMOVE CEILING CHAMPHER J JOIST PER PLAN STAIR LANDING ' NEWGHER SHOE AT EL EXISTING PLATEI �(,'� EDGE BELOW + in \ HILEVNEW HEADER DETAI PER I BLOCKING OPEN FOYER Q EXISTING TRELLIS �' PER PLAN STAIR RUN _ I to 6'-2" OPEN CEILING DETAIL CANTILEVER a 13 R ® "I 3/4" +/- / I ✓ m JOIST PER PLAN 1-19 I it 9 1/2" NOSING TO BACK SPAN FOR /I— 11 - NOSING EXISTING 5 1/2" CANTILEVER JOIST SET BOTTOM OF BEAM < I" RIM BOARD 'll ems_ I. EXTERIOR WALL \ ON TOP OF STEEL BEAM FLANGE I 1�I I EXISTING SHEATHING - - __ -- ki 2 X BLOCKING I1�I R 21 7` 4 X 4 POST BELOW TO FOUNDATION BELOW ' " EXISTING JOIST_ ' PER SPEC LIVING NEW INTERIORHALL TO C��rl RAISED SHOE BASE CJI 1 MATERIALS L LAY EXISTING PLAT= O O M 2 X 8 NAILER �� I I I I EXISTING ��° L/ � � 3 -`1° � �� � ��� . EXISTING JOIST BOX 5 I I GUESTRODM TRM ED FLOOR NEW BEAM PER PLAN ,lir- i I SHIM AS REQUIRED I ��_---- -.1111.14----- CLOSET .�.r. i BLOCKING 9 Z TIE i q�� I I EXISTING JOIST I r TO STABLIZE TOP $ NEW HEADER BEAM� OF HEADERPER PLAN FIELD DETERMINE ) -INEW WALL WEB ry ' SHIM t BLOCK HEADER CONN DETAIL 2 X 4 ® I6" OC n, FINISH I I —PER PLAN SUPPORT STRINGER FLANGE\ i A -NEW HEADER 2 11 I ' PER PLAN JOIST HANGEP. JOIST HANGER 11 jr6I/ " STEEL PIPE COLUMN •��PER PLAADER 2 — — J PER PLAN 2" MIN BEARING FOR HEADER TRIM PER ELEVATION —1 I I 1 V�� t SPECIFICATIONS I I ,_I STEEL PLATE w - BLE STUD STIFFENERWELDED EXISTING PATIO PERPLANTOCOLUMNEXISTING FLOOR R-20 (+) ICYNENE PER SPEC II FRAMING TO BEAM CONNECTION ALTERNATE TO HEADER POST I I '',,•4_—FURRING 9 16" OC NEW INTEIRIOR � CRAWL SPACE THICKNESS AS REQUIRED WEST MATERIAL-6 ��.• m I ' 3"1 6„ ;'3.1e/i, 9 ► _-\--\ - - -iy y- 'I BEYOND$EYOND FLUSH BEAM 4 1/2" MIN �' �y I I/2 L y�r_I I/2" THERMAL INSULATION VERIFY �� tr PER SPECS ASSEMBLY FLANGE WIDTH - -=------- I \ (X, �♦♦ --\--T.,,� �• �„ I„ a m �° �� EXISTING \ (�(� _ 2" VERTICAL UPPER ROOF HEADER- 1 1 1/2" VENT 41_ I I — 2" VERTICAL UPPER ROOF HEADER—{il r T 1 1/2" VENT (1) USP-LSTA30 STRAP AT EACH RAFTER. (22) 10d NAILS TOTAL I I 1 1/2" VENT 1 1/2" VENT r1 1/2 VENT I r — — —r — — 1 / NEW TOILET REMOVED NEW�ft^ r I 1 1/2" VENT I I \ ALL ARCHITECTURAL AND NEW TOILETSHOWER THREE TAB ROOF SHINGLES SHOWER /� I 1 1/2" VENT--..„,7 I / TO RECEIVE (6) FASTENERS REMOVEDflREMOVED ( TUB SINK I r l 1 1/2" VENT-,,m PER SHINGLE r _�,_m_ ,. ' T E$�_ , REMOVED —I I NEWnftn nft,NEW \ SINK I I // \ / \ I L- — —r — i if I SINK lr I TOILET I JO-2" I SINK J I SINK TUB v AT CATHEDRAL CEILINGS PROVIDE \ SHEATHING TO RUN TO lr —, I I —_ � � �-3" NEW USB RAFTER SUPPORT CONNECTORS \ TOP PLATE & BE FASTENED �� „ 3» �-1 1 2" I ` r I MODEL NO. MP9 AT EACH RAFTER/ %�' \ W/ 6d DEFORMED SHANK / RIDGE CONNECTION. (EA. SIDE OF I NAILS AT 6" O.C. AT EDGES -r RIDGE) PROVIDE (6) 10d NAILS IN __ I 3 RAFTER & (6) 10d NAILS IN RIDGE ----1......1 I __ GUEST BR-4 BATH " 3„ • .. 2„ 2"� ��,---- 3 —0 • 1116 �_ (1) USP—RT20 HURRICANE ANCHOR _____ 3" I I AT EACH RAFTER OLD MBR BATHROOM ---- __ NEW 3" \" GYPSUM BOARD INTERIOR RAFTER SPACING 16" O.C. MAX. ---- ___ FINISH. 1-i" LONG TYPE "W" E. 9 8d NAILS INTO RAFTER \..... MBR BATH AT 12" O.C. PER 4 8d NAILS INTO PLATES 3" TABLE R-702.3.5 9 8d NAILS INTO STUDS I 2" VENT- THRU ROOF • VINYL SIDING, 0.12 NAIL, 1-\" LONG 1 1/2" VENT—41_ 2" VENT-13 SHOWER -r- I THRU ROOF 3„ AT EACH STUD AT PRIOR TO 1 �16)U Od FASTENERS TOTORUDS 16" O.C. o/ —I- Y 1 1/2" VENT--c13q�2" VENT FUTURE ADDITION I TOILET SINK I I I ILj 2" VENT THRU ROOF C E EXTERIOR As T sI 2" HEADER VENT I I FASTENED TO WALL STUDS W/ L1 1/2"-� I — ..— _ 1 1/2" VENT I _�(�— AT DEFORMEDOSHANK NAILS 2 _ �1- 3 I I r o-1 1/2" VENT INt"-----------> TO EXISTING 0 2 3.. 1 1/2" VENT\� — TOILET I 3" • 'j APPROVED SANITARY WASHER - � ' - SYSTEM 6d DEFORMED SHANK OR ANNULAR NEW BATH ON SECOND FLOOR ( 6ING NORM AT 6" O.G. ABOVE GARAGESINK I. sms „ 2" VENT ,_>> � ALL PLYWOOD EDGES m-3 •• 1 1/2" I �'/ �, ANCHOR BOLTS, SPACED PER PLANS AND WITHIN 12" FROM END FUTURE ADDITION 2" •• I I W. OFEACH PLATE SECTION. BOLT SHALL 2" ,. 3 EXTEND 7" INTO CONCRETE FOUNDATION I • I RELOCATED \ 3" LAUNDRY EXISTING LAV 3" .. I z1 C.O. �-- ON FIRST FLOOR ° 2" VERTICAL UPPER ROOF HEADER 3 .. 3" = ----->------> TO EXISTINGHiri1 1/2" VENT 3 _ T APPROVED SANITARY TYPICAL TWO STORY WALL SYSTEM I I ---1PLUVI3ING RISE . DIAGRAM 11/2" VENT EASTE \ E � SCHEDULE 4 1 1/2" VENT I2" VENTS I NEW I NEW SHOWER NOT TO SCALE NEWSINK TOILET 2" VENT ( I n ft n r 1 I WASHER THRU ROOF SINK_J- REMOVED REMOVED �'' T C_ _ _ _ - .. I I -Th--, g� T. REMOVED �1 1/2" I TOILET I rt � , 2"� „ -, J SINK 0-2 I r I I 2,.-o o-3 :.....t...../ I - I I I •, ' r I I TUB I I 3" 2' U'P ERVERTICAL ROOF HEADER I 1 NEW-- c___ 3 �r LAUNDRY »� NEW BATH I 1 1/2" VENT -------._ / , --__ _ _ OLD BATHROOM --'----- I 1— — 1 1/2" VENT- 1 2" VERTICAL I _ 3 3" UPPER ROOF r 1 1/2" VENT + 1 1/2" VENTSHOWER I 2" VENT-I NEWSINK I I` I RENOVATE I TOILET NEW ,ft, I q 1 1/2" VENT r I ' I / SINK REMOVED REMOVED REMOVED II ' TOILET ^ft^ REMOVED - -- - c____� ' - - I -L UPPER ROOF HEADER I I I _ \ I I I / I SINK REMOVED SINK / �/ I TOILET 1 1 I REMOVED — I o 1 1/2" - --� I I - rt -- r � � � I TUB i �-- - � I DISH— I SINK / I DISH— En-1 ZJ 1 ll / ` T, , r U MASHER I r SINK f WASHER ' 1/2 ( I \, -1- 1 r I Jo-3 1 I itl I I / 1 \ JI I o-2 L - T - J J __' I I IJ o— ' J 2,. I " t/.2" .. .4.. REMOVED3o-2" o-2 / �-- " 3 REMODELED GUEST -- J " 3"� NEW POWDER I EXIST GUEST BATH BATH #1 ��°f NEW Y0, REMOVED I 3-0 ,,t- t.o 1- I EXIST KIT ISLAND „ 3" NEW KIT COUNTER ROOv1 #2 / C.O. °> ' * 0,,,... \ . UJ I - C os .„ �— = PLUM3I \ G RISES DIAGRAM , Fo 0.67st �_ TO EXISTING 3 'Az SOI's APPROVED SANITARY SYSTEM � EN t ,-- ION CLIENT: TITLE SECTION DIAGRAM RASIONS: DATE 08 - 12 - 13 The Riegel Residence BROOKE GIRTY DESIGN SCALE C r e s e n t Avenue 261 GRASSEY HILL RD, LYME, CT. 06371 (860) 434-1401 AS NOTED • STAGE 0 �I ISLA ENGINEERING SERVICE CO. CONSTRUCTION Fishers IsIand, N IY PO BOX 1413, RONKONKOMA NY 11779 DRAWN BY: Phone: ( 631 ) 286-7448 Mobile; ( 516 ) 220-6200 Email; Isla@optoline,net DSN/BG SHEET 8 OF 8