The URL can be used to link to this page

Home My WebLink About45622-Z gi1FFa � Town of Southold 0 5/12/2022 P.O.Box 1179 0 53095 Main Rd y�jOl �,aoSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43061 Date: 5/12/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 355 Riley Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 143.4-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/20/2020 pursuant to which Building Permit No. 45622 dated 12/29/2020 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: singley dwelling with unfinished basement, covered front porch second floor balcony and rear deck as applied for per ZBA#7407, dated 8/20/2020. The certificate is issued to Demato,Paul of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0605 1/6/2022 ELECTRICAL CERTIFICATE NO. 45622 10/18/2021 PLUMBERS CERTIFICATION DATED 10/4/2021 th omanelli 0z ignature r=V, TOWN OF SOUTHOLD �Q�SUFFot,r�o . �y BUILDING DEPARTMENT 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 WORK AUTHORIZED) Permit#: 45622 Date: 12/29/2020 Permission is hereby granted to: Demato, Paul 21 Midland Dr New Hyde Park, NY 11040 To: demolish (per Town Code definition) and reconstruct a single-family dwelling as applied for per SCHD approval. At premises located at: 355 Riley Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 143.-4-19 Pursuant to application dated 11/20/2020 and approved by the Building Inspector. To expire on 6/30/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,443.20 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,493.20 Buil ng ector ®�*rjf SOUIy®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinO—town.southold.nv.us Southold,NY 11971-0959 COMM, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Demato Address: 355 Riley Ave city:Mattituck st: NY zip: 11952 Building Permit#: 45622 Section: 143 Block: 4 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Bay Electric License No: 46360ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 55 Ceiling Fixtures 17 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 10 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt - Recessed Fixtures 26 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 3 Transformer UC Lights 16' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect 2 Switches 47 4'LED Exit Fixtures 11 Pump 11 Other Equipment: Gas FP(2), Central Vac, Fridge, Oven, Hood, DW, MD, Mini Fridge, Septic Disco, Micro Notes: New Two Story Inspector Signature: Date: October 18, 2021 S.Devlin-Cert Electrical Compliance Form Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 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. � � �Z New Construction: Old or Pre-existing Building: (chfteck�one) -72 Location of Property: 0 j i I P U �e,n House No. Street Hamlet Owner or Owners of Property: Ll I a±3 Suffolk County Tax Map No 1000, Section Block ®A Lot 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: $ !A0 'ca ignature �o��ypF SO�jyQlo Town Hall Annex ,yam Telephone(631)765-1802 54375 Main Road '�" Fax(631)765-9502 P.O.Box 1179 - Southold,NY 11971-0959 Q Y D E U E BUILDING DEPARTMENT TOWN OF SOUTHOLD OCT 0 7 2021 BUILDING DEPT. TOWN OF SOUTHOLD i CERTIFICATION IF Date: Building Permit No. Owner: K 2��\� De-,^nJ o (Please print) r-- II Plumber: �. - -\,r\c l o�fYSC,,Y1e11'� 1 (Please print) I I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20 Notary Public, County I SouryO # �# TOWN OF SOUTHOLD BUILDING DEPT. °�ycourme�'' 765-1802 INSPECTION . . [ UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ } FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Nj6rto� I'll O' �UA ta"),u A o) DATE l INSPECTOR OF SOGIyo # # TOWN OF SOUTHOLD BUILDING DEPT. Con 765.1802 a INSPEC_ 1.0N [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ° ] OUNDATION 2ND [ ] INSULATIOWCAULKING [ .FRAMIN G [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] - FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]' CODE VIOLATION [ ] PRE C REM_ARKS: !4- We &t4 I o4b f, Vflt a vi e,- DATE INSPECTOR o�aOF SOUIyo - # TOWN OF°SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [" ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 4 DATE INSPECTOR �� 50UTy� # # TOWN OF SOUTHOLD BUILDING DEPT: _ ��y�ourm ' 765-1802 INSPECTION, [ ] "FOUNDATION 1ST [ ] OUGH PLBG. - [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REnnMADRKS: " Uj*�V4 II-- IA✓ Q__qtr , v� 0.e�vtvA -1v 030 baz 97 11(d v v(A AtAv �0 o A V. DATE '� -INSPECTOR �apF 50U1y0 22 - �o # TOWN OF SOUTHOLDBUILDING DEPT. 7651802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]= ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: V o n�� l pr _ a _ mul r &ar-_ e� cv r c &OkAn,4 :pp- �� 0 C— ` f� c) Aa ! . & ?Z, 1. d DATE INSPECTOR a0F SOUIy — �o� Olo * * TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND '[ ] SULA,TIIOWCAULKING [ ] FRAMING /STRAPPING [ VI FINAL [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6 ;&, - Dr W em RW A o n N`0CIA"- ats Irk ® �� i1t(1S ( -div✓ DUo��( 'rig r� MAYlV4 n 9 h* IFIWA-1 . 00 Rot t, DATE to �2 � INSPECTOR Southold Town Building'Department 05.06.22 Town Hall Annex Building 54376 Route 25 Ulj PO Box 1179 MAY Southold, New York 11971 0 2022 81J UING DLPT TOWN OF SOUTH6LD Re.355 Riley Avenue,Mattituck CERTIFICATION LETTER I have inspected and certify that the Framing and Footings of the Front Porch and Rear Deck at the above stated address complies with the 2020 Residential Building Code. Sincerely, Zackery E. Nicholson RA 444423 0444SS OF ZEN DESIGN•1250 EVERGREEN©RIVE•CUTCHOGUE,N.Y•11935 631.513.6589•ZENICHOLSON.ARCH@GMAIL.COM 77, r7771 s CT FO DA r"T,ow os' b ,' �' •� _ �'e z s a� f ra A T 3 , Rem PM� d �Ja r Al z c CFM [ >. it • I " 9peg ` YMMww mG '° rt � A t W 1 6 v k f >a k • I ` . II Lie l has. fjAXPs� ei �, U S 3 e g t .. HP • d� f " b e , h. r e- ECFl n tA -STA.AP PU AN E ,. { t BUILDER =..F efrige"r t r � . -1PM � ov ? a 1shsir " ' �; r� = CFM Bo te, . " PPM, OW Jef PIPM Men alon c FII. , � . _ r T h ; ° FFstem R Inc ow i� - SH H ^ 777okf ;ST TEG# lb Rl t s`. - a Mr "" NEW OR NSP fORM-'irm " J", ,. EC HOME SOLUTIO T ' f - f'eE Address Ish f'tath F ., ;EC. � lye A*'41 F " Lot##-, Model �� F , rirtticn FU Mci AF .......... ' PPM ft iropar Tons Window 5 GC'" GSH "ET T � ry 11STI B lower-Doo- �, DAVID TURNER ARCHITECT, P. C . 11-15-21 .Southold Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold,New York:11971 Re: 355 Riley Avenue, Mattituck CERTIFICATION LETTER The entire residence has been insulated and'<p�sulat:ion:& trapping complies with 2020 Residential Building Co S' cere :avid Turner RA 16162' 450 SEVENTH AVENUE, SUITE 1907 NEW YORK, N.Y. • 10123 PHONE: (212) 594-0840 a FAX: (212) 594-1530 w: '� tb i + r Y i 4 w t zt i f i lw L , O' d Y� ' IW7 � sti '3c - r f . R Z # 99 f • � 51 41 so x7 .r Kir.... n w=S.F a• y � y w i i w r- �1 y 7y _ •,Z d 1 I I� Y f s r� t !I( r ,t �4n Irx 'k ti'' lee Aev h i ,< t.- t - l f t ri y. yrs l r ' E FOUNI�AtQN(1ST) owl r • i • ROU GHFR ' IN G* PLUMBING a STATE EN-EkGY COIYF,- rlyiLlfw o -.: E MT 1M M WWO-AllA 9F AM 1A olq W;MAP rim MIL'.'I[�. MMM9��', �� A /J 1. J� 1� uw 11 a/ �MOM • • Y:11��i'�lk i.dJlYid/ill: 1�7i �e�1 4 1 ail a i1 .� 0 �[:,.a. f` • r �[• !/�:� %9 :� ►.1a e\ Gil`ii _Y.► �,e'� N .ATT . , Eti i; AL 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 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. T. Trustees C.O.Application Flood Permit Examined 20 ab '• + `` - Single&Separate Truss Identification Form � r _ Storm-Water Assessment Form 20 9. Contact: Approved mAdP Architecture, PLLC - Disapproved a/c } V ^ :} 1075 Franklinville Rd Laurel, NY 11948 } Phone: Expiration 20 - -- - Buil ' �Ctor - APPLICATION FOR BUILDING PERMIT Date NOV2rnber Z0. , 20 ZQ 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 applicatioh may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available.for inspection throughout the work.- e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy.. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed.within 18 months from such date. If no zoning amendments or other regulations affecting,the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. ., APPLICATION IS HEREBY MADE,to,the Building Department'for the`issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition,as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code`,housing code,and regulations,andto admit authorized inspectors on premises and in building for necessary inspections. ignature of applicant or name,if a.corp ration) 1n �S cffitljdhLoure (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician;plumber or builder Ano n Name of owner of premises becaa�[Q (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title 8f corporate officer-) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. u 1. Location of land on which proposed work will be done: . - �Yl t House Number Street Hamlet County Tax Map No: 1000 Section Block y Lot Subdivision Filed Map No. 1 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 4 esid-Pnce 3. Nature of work(check which applicable):New Building Addition Alteration Repair ✓ Removal Demolition Other Work '_ n(�)V0 (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 7 Number of dwelling units on each floor If garage,•number of cars nC*, pCd O, ltac 6. If business, commercial or.mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front fid` l Rear (D ,31 Depth 3'(0 Height Number of Stories Dimensions of same structure with alterations or additions: Front 3(1 J-2') Rear s Depth qcA , Height 3,?, Number of Stories 8. Dimensions of entire new construction: Front . aj� Rear 3 .�� Depth q�„2 I HeightNumber of Stories S 9. Size of lot: Front `' Rear —+S i 0 Depth Y�Q .b 10. Date of Purchase Name of Formers Owner 11.Zone or use district in which premises are situated n C)O- 0 ana6c. y 11r�\ 12.Does proposed construction violate,any zoning.law,_ordinance or regulation?YES NO 13. Will lot be re-graded?YES • NO V Will excess fill be removed from premises? YES NO. y 14.Names of Owner of premises 'Prb.t 4 -Do OAG:in Address 355 Zi I o(-1 Nye- Maof eCNo. NameofArchitect '06--hila AddresslblS Pmk�njAjy L4 Phone No 51 ) X14-6� 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. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any•point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with_respect to this property? * YES NO V * IF YES, PROVIDE A,COPY.' STAT_E OF NEW,YORK) SS:. .. COUNTY OF l Y lin ` l I being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Qlly� CU --- (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. - _ Lori's�c8�°nd�`,• Sworn to before me this _' �OTARYPUBLIC,STATEOF da of kQ®V'Q M� 20 2� Regualified in S.O Suffolk!'!' 3'._- Qualified in Suffolk Commission Exr yPUBlJC MCBrrifte PUBLBC,STATE OFE\\'YORK Notary Public Registration No.01MC636 ature of Applicant . _ QualiSed in Suffolk Count• Commission Expires(December 11,2021 BOARD MEMBER$ Southold Town Hall Leslie Kanes'Weisman,Chairperson y,*Of so, y® 53095 Main.Road•P.O.Box 1179 �� l0 Southold,NY 11971-0959 Patricia Acampora > t Office Location: Eric Dantes A @ Town Annex/First Floor, Robert Lehnert,Jr. ►� • �0 54375 Main Road(at Youngs,Avenue) Nicholas Planamento {yC� Southold,NY 11971 RECEIVED bttp://southoldtownny.gov ZONING BOARD OF APPEALS + TOWN OF SOUTH[OLD U G 2 5 2020_._._ . .. ., . TO..(631)765-1809•Fax(631)765-9064. So hold town Clerk FINDINGS;D"ERATIONS AND DkT�TNATIUI`!T 1V)t TING OF AUGUST 20,2020 ZBA FILE: #7.407 NAME OF APPLICANT: Paul and Kelly Demato PROPERTY LOCATION..355 Riley:Avenue,Mattituck,NY SGTM No.-1000--143-4-19 SEORA DETERMINATION-The honing Board of Appeals has visited the property.under.consideration in,this app licati n;and deterinmes that this.review falls under the Type 11 categotY of the,-S.tate's"Lisa. Actions,without further steps tt'der SEQRA. SiIFFOLi{:COUNTY_ADMINISTRATIVE.CODl;: This application was referred:as'requtred uritler the Suffolk . County Admiaistxntive Cade Sections Y .1.444 to 23; W fhe Suffallc.Cotrt ty Departmdlut of Planning Y'.' 'd'.its. reply ated:'MaTcli 9, 2a2Q:.stating.tl at.tb s. pplicatioiI.is considered.a,inatCe%:for local determination a f fere . appears to be no-significant county-wide or.inter-community impact. LWRP:DETMRIM11XATION:•The relief; permit; or interpretation requested lir this application is listed under- the Minor Actions exempflist-and.is not subjectto,review under Chapter 268. PROPERTY FACTS/DESCRIPTIOM The subject property is a non-conforming 9,900 square foot-parcel located in an R-40 Zoning District. The.parcel measures 75.00 feet fronting Riley Avenue along the southerly property line, 132.00 feet along the westerly property line with aRight of Way 12 feet-in width within the boundary, 75.00 feet alone the northerly property line, and-132.00 feet along the easterly propeit:aline Th- Fspee imovdwixh . " a two-story frame house with an attached wood deck. All is shown on a survey prepared by Howard W: Young, L.L.S. Iast.revised.September 16,2019. , 13ASIS OF APPLICATION:. Request for a Variance from Article X—MIL Section 280-124 and the Building Inspector's February 12, 2020 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing.dwelling;.at 1) less than the code required minimum front yard setback of 35 feet; located at:355 Riley Avenue,Mattituck,NY.SCTM No. 1000-143-4-19. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to a single-family dwelling that.will result in a front yard setback of 23.5 feet where code requires a minimum front yard setback of 35 feet. ADDITIONAL INFORMATION: The applicant submitted a letter from the County of Suffolk Department of Health Services,entitled"Permit Conditions"with a stamped plan approving a proposed UA OWTS Septic System. Page 2,August 20,2020 #7407,Demato SCTM No. 1000-143-4-19 'sy FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 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,4267-b(3).0)(11 Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The survey shows that the existing house has a non- conforming front yard setback of 28.5 feet.The neighborhood is an older neighborhood that consists of pre-existing non-conforming residential properties. Non-conforming front yard setbacks are common in the neighborhood. The proposed expansion .of.the ,non=cgnforming front yard setback is to add .a co ergd,.porch which will not be conditioned space and to square off the eastern corner of the house. The proposed addition is in keeping with the character of the neighborhood. . 2. Town Law X267-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 existing front yard setback is non-conforming therefore any additional and alteration in the front of the house would require the benefit of an area variance. 3. Town Law 4267-b(3 (b) )(3). The variance granted herein is mathematically substantial,representing 33%relief from the code. However,the house has a pre-existing non-conforming front yard setback and the additional non- conforming five feet is to add a covered porch. 4. Town Law 42677b(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 applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267 b(3)(b)(Sj. 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 a covered porch and renovated home while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF 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 Dantes, seconded by Member Lehnert, and duly carried,to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans prepared by Anthony M. Portillo,Architect,labeled D-1,D-2&D-3, dated June 26,2020. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a Suffolk County Department of Health Services approved Innovative and Alternative Onsite Wastewater Treatment System(UA OWTS). `2: -Tlie prop-coveredTronfporch shall remain unenclosed—and-uncbndtione ---� -- Page 3,August 20,2020 07407,Deinato SCTM 140. 1006-143-4-19 That the above.conditions-be written into the Building Inspector's Certiji'caie of Occupancy,when issued Any deviation from-the survey, site plan and/or architectural drawings cited in this decision will result in delays -an for a possible denial by the Building Department of a building permit,-and may require-a vew application and public hearing.before the Zoning-Board.of Appeals. .tiny devafio.'n Trois the.variance )granted Tierein.as showzi once architecilavings;sib p�cm�iid/ r"survey cited.above;`such as alterations;•extensions,- or demolitions,-are not authorized under this applcatipri:iv3en involving r onc6nformities under;the zoning.code.' This.action does,not aulhoriie or condone 'crnreirt or fWare use, setback or.other feature of the subject p-rop�rty that mai violate the Zoning Cede, other-than"such uses,- setbacks and-other features as are expressly addressed in this action, In the event that this is an approval subject to-conditions, the appeoval shall not be deemed effective until such.tiine,tlzat.the foregorng conditions are met; failure to comply tli Mr ith will render this`4prQ41 null•and void•.. 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 ofnonconformity. PursUalit to Ch pt r $¢-S SE$) of the Code of the pawn-of Southold gay.�riaeiee granted by.the. Board of Appeals shah lreeome'null.and void where a Certificate•Qf Qccupait. .has no heein ' -o uieO ajlll -a subdW-U* n1 �has not lreeri fed i h } e:Suffolk Cd#nsy:Clexl '}thin three. L ( ycr$f the tate such�Yatt�ce was ad� `liEe) ocl of Aes uFotsvriitt quest prlotthe date if+expiraha►n,grau art gt+ sioA•ii%� •to ex eed�th a�3j ns outtve ode :. rl ye *:terts: Vote.of the Board: Ayes;Members Weisman(Cliairpersgn)Aoampora,i)antes,Lehneita W.Planamento(5-0): Leslie-Kanes Weisman,Chairperson Approved for filing u / 2020 r i 7 Building Department Apulication AUTHORIZATION (Where the Applicant is not the Owner) L U Lr 05 a d7-o residing at 355 Rb = / v (Print property owner's name) (Mailing Address) M1977174,c,, /-/ Y 1/9S2 do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. 1 9- (0 er's Signature) (Date) f-A U L /�L7n1 (Print Owner's Name) FFQ Scott A. Russell ,��®su �`6 STOWMIWA\T]EIR� SUPERVISOR 1�v1[A\1�A\�G IEl��/ EINN T SOUTHOLD TOWN HALL-P.O.Box 1179 17" 53095 Main Road-SOUTHOLD,NEW YORK 11971 ® Town of Southold diol �o� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) --- -- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: ----- - (CHECK ALL THAT APPLY) Yes No I ❑6 A. Clearing, grubbing, grading or stripping of land which affects more I than 5,000 square feet of ground surface. t i ❑[ 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 I 100 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 f loodplain as depicted P j on FIRM Ma of an watercourse.Y j (❑ F. Installation of new or resurfaced impervious surfaces 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 I 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: (Property Owner,Design Professional,Agent,Contractor,Other) ,+ S.C.T.M. 1000 Date District `Q NAME: 1 V `Y J I? 012C i Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** n: Contact InformatioV j tr�krn��x�mca Reviewed By: — — — — — — — — — — — — — — — — —i ! I( Date: Property Address/Location of Construction Work: ; - - - - - - - - - - - - - - - - - Ii Approved for processing Building Permit. Stormwater Management Control Plan Not Required. i3 Stormwater Management Control Plan is Required. I i; El (Forward to Engineering Department for Review.) , --- I' - --__�=--- --___ ----- - - -_— FORM # SMCP-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Roado Fax(631)765-9502 P.O.Box 1179 g Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE__ OF UTILIZATION OF TRUSS TYPE--CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: PCI(A,l. _bCnIC ±Q Location of Property: � � 12 i Vee t KkGl.-�-�i�L(C' Please take notice that the (check applicable line): New commercial or residential structure N// 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 (person submitting this form): o f\0 &4. Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 t IIOIOX 1 awuL.viau n 1 :l o�SOFO4coG BUILDING DEPARTMENT= fi wN OF S®UTb®1=®fel I��p�€t�� 16 Town ball Annax_ 64376 Main Road = P® Box t+ .. 01 o e X Southold, N@w York 119714956 Tol@ph®na (631) 765=1®®2_ FAX (631) 705=9602 , rogerr@southoldtownny.gov-seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF$RMATION (All Ing®mention Roquimd) CAI Company Name, tc-orq c am 4FLxzrP-)L Name., TvSe OMA N Lic@nna N®,, rq E _ @mail, c- WC ) h®n@ N®: '31 °),91v I Faqir@ht an @mail @®py®f Cartll:icata®t CbmpII@nc@ Addr-@aa,, 2/ -OA k qvf J SITE INFORMATION (,�t t ®r�ati®��ir�d) Nana, Kfloi- 4r---1`j D Addraaa, 396- a).1-6V A U.C. AT fit-r0 a !1 rj- ar®sa Str@fit, A`( Ave5 Phan@ No.: 34) 7-V6 86 '1- , ®Idg.Pirmlt , 2 y @mall., s c -- Q' b fnad-'c0f"-% Tax Map District, 1000 Ration: BI®ak: L®t, .:BRIEF DESCRIPTIOP(OF WORK(101aaae Print 01 arly) Clink All That Apply, N Joh Finady for In§paatl®n?, '*NUYEB ®NO �Rough In. E)FInal ®®you nand a Taf�p CaFti#icat@?, ®YES VN® iaanad On Tamp InWrmati®a: (All infarfnafl®n r@quif@d) Barvin@ @I?@ ®l Ph ®3 Ph Biz@€ A #Matnrs ®Id Mat@r ®N@w Snrvi@ a@ntl0a Rnn®nn@ct ®Vpd@rgr®nnd ®Ovarhaad Und@r round Latnrals 2 H From@ Pala Work don@ an Barvl@@? N Additional Int®rmatian, PAYMENT QUE.WITH APPLICATION Z� .00 nuc/ 1 of 1 602021, 12:09 Pr PERMIT # d r s �1 ? _ Switches) �Az A- - Jr Outlets GFI's Surface . Sconces HH's _ ..__ -_ UC Lt �'. .:.r:.- a ..:s+.«�.. ...,......-.: .,:h�+.. ... ..-,..1 .. .....�.., .. ...:.... i...... N.........,-... . .... ..x. .. -.-. .. ., ... ,.......e. .. .'F.,v..a. .. , ,k•+e ..«,t.e_ ..� ' Fans : Fudge FIW _ S Exha6AOven WAD , Smo�Ces DW Mira Carbonmicrp-:`.� enera•tor :. AC-. l AH Hood Serance n T V ... ra .Ct1 £r`' ( r: y� ,r✓at ,Z' ��e TAmps Have, 11s (p : ..: _Special_.._'. . � �. ... ,�.�� ..,:... . . _ . ... . .... ...... PA Comments: PL L . V., QI,.• OF SO�ry®l h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G� Q Southold,NY 11971-0959 'Q �ycOm� BUILDING DEPARTMENT April 19, 2022 TOWN OF SOUTHOLD Demato, Paul 21 Midland Dr New Hyde Park, NY 11040 RE: Certification letter from an architect or engineer is required for front and rear deck piers, deck framing &deck footings. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45622-Z Single Family Dwelling ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951'St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 Town of Southold Building Department 54375 Route 25 PO Box 1179 DEC 1 8 2020 Southold, NY 11971 Att:Amanda Nunemaker This letter is in support of the proposed project for Kelly Wood, located at 355 Riley Avenue, Mattituck, NY 11952. Please see the properties listed below accompanied with their front yard setback. • 1000-143-4-29—5.0'front yard setback • 1000-143-4-22—35.2'front yard setback • 1000-143-4-18—21.8'front yard setback • 1000-143-4-17—24.9'front yard setback • 1000-143-4-16_24.7'front yard setback • 1000-143-4-15—9.6'front yard setback Total Front Yard Setback= 121.2' Average front yard setback=20.2' We are proposing a front yard setback of 23.5'. Based on these calculations,the proposed front yard setback is greater than the-average front yard setback. All the properties above are on the same side of the road and 400 ft.from 355 Riley Avenue, Mattituck. Thank you, Anthony Portillo, RA _ Dgi�L, s � o� p all g OF NB`s 9 �� I DEMA' ToHIMM RECENED RENOVATION 'JUL Z020 Zoning Board Of Appeals 355 RILEY AVENUE MATTITUCK, N.Y. 11952 NNAL MAP' REVIEWED BY ZEA � SEE DECISION# !1q0_7 DATED $ /-j' D ro 09 ARCHITECTURE ANTHONY PORTILLO, R.A., LEED AP >Y a a az 1075 FRANKLINVILLE ROAD 204 25TH STREET,SUITE 203 Qui LAUREL, N.Y. 11948 BROOKLYN, N.Y. 11232 a °C LLC 0:516-214-0160 0:516-214-0160 6 VA � 6 6ENERAL SYMBOL KEY: At? e 3 a F 1 gff g0 y0 I OF NE`N 2,-0 s � � taw DINING I I 4 Q I I 4 ?A�OIFIt� .g I �j J J 1" O NEVI CT"m I -0 IVAIHSQQM O lu OOIn 1 N61 fVBA9 4 " T raw I NDN MD r MOAT. r . IIVINS Ils RR.OOH �q IM I II I I I O Q I I II N I I NFA MASTER �1 I it BEDROOM I *DATP II I II I pZ MODIFIED Q I I F0 Bl(zBA ON # I D'7W �_l I`aD PROP05ED SECOND FLOOR PROP05ED FIRST FLOOR PR.OP05ED 1,005 S.F. WALE,IW-Ib° EXIST.905 S.P.;PR,OP05ED+450 5.P. M. r-0 N Na _ 1riQd* ainlennu � -._—,----•---- .-m-�' �y> ,■IIIII■Illtlr11111■II - 1 IIIII/11111■IIIIIe11111e111 —�.-�/ \�-=�--_- it �-. / . m'mnnuuummrnnl■uu, - __ -- / ninmu!nnmm�lenmenuunnl �� _ __ ��'.�. Alil/111111111111/11111.11111111111111111t11111r - nl�'iilil'riliiliiiiliuoiniiiriliiili�il.TV_ un/lnanumnlnelmm�lnnumlunrllul/1 - - .imaulnnun/uuuuumun/n.+leil•� '• Iii:imnnumnmuunumm�nmunennmunen. -- --:. .n11YI111I■IIIa......n11t1/Inae11111/Intleln•^� Iarllla■11111/111111111. - ..111111t1e1111 -�II/I WI11t11_ - 11/11111/11—___1111/II--- 0111111ne1O11/Illaellll�. / ■■ \'--• rola illi nnnenlneularll ■In11e11111/III -..'.,■� it III, • 111ll IIII In111�Im1Ul11tIr11111■IIIII■IIIII 1111111111/11111e �,■ ■I IIIIInOII/IO11e�. 11111e11111-Wool-711111111111/111nrinmlllm _-_ ,111111I111111e11111�C j.CC IIIIIIr111111111t11I 1111111111............11r111_•-----•---11e11111rI1nfrn11111mInn1111 .��II innlnl/umnnl f �'1■ ( �d nen�ne�lnnnnl ill•J neI'"lenmminrnlmunlemneuul■unummromnuunlmn,. unuuan-iminl■u ��_��- _A n•11■III�I1111.. 111�111111IIIm111nrIIl11e11111e1unrulaemm�unrmnmulenulrul- nelllnelutn III j ! - -j I' i nnrnlmnll .nlarMINIMU lrnlnrnnlrnlanlnlnutuluaeulnelnaelunnuneuln■W.!.ma.mu -- Illl�lllll�Ill !1 llllll�llll,� .ani IIIII IIIII�Illlltinriiniillnminarnlmnnlenlaeluneulmnlarnnlenulenlmnl j IIIIIIILII�IIIIII�IIIIIII,I�I!II��IIII�IIIIII�llllll�lllll nnrnulruuunu!nunlnummm�nllnm■nulnllmn IILI!IIIIIIIIII nunlunm- — — nrnnnnnl x1111111111/1111111WI111111111111eIIIn1111ae111111111171m11m11enI I I if I I it emtlrllllle111111111t11 - OeI1111r111111 T: -. ... 1111111ar1111 ■IIi11e111m111m111an1111111[fill 111■m111111111110!r1n1111I111111111■Illllrlllaellla11111111n11111111111111 aiinumlunnmunrnulrmmnminuleuulemnlnuulnnuuannnnumnnllnnlrnullununuuul llarllltl1111■tlllanllll♦luulnilil�iii%I�illil�i■n�iiin�ii�l/wmnlm Iliiiulrmaeluneulnrintlrlummmnnlenmmnlelnneumrunlrulnnugrulnnunelnnrlumllnlenmm r 1111■■uuml nun■■n JOE 1 n■n,unu 11 !.11 NI m■ulI1n1111 sit in II■I r— :�� 111:e■ ■1 11 !��- Ilt 1111111111111III IIIIRIIIminarl1111111 -- r- Illi ---- Illlnrllnlnna■II- IIOI 11tl ■■°� /t•1! 111''i �' i 11 I ■j! ■■n� p)tinlilliilil� • ��iiiil�iiiif�iiin�iiin I 9•��11� ■ �1�I1iiI-IMIN111q ■ ilil�l vi■■ iii nu ■� ■ i 11�ir m ■ n I �■■ �I■■ un nlnuglunl ulrnmm�anullnn a CCa.■■ loll.11111.1n �••�Intll 11. Wel C■, '�,■� It!a e■/ ■ It I■■�1 q■�■ inn 'n11111111■1111 1111111111111111111n111U — IIII IIII11111111111111111 list ■■■■ IIII 1111 I 11■ ■ tl �I■■ C4 nl 'aunrlunnummununmlmulnelmm�uumnelulleu r1n11■nnumne nn I m Int ■1 1.11 VAN 111■� j■■11 I■■L L■i111 !r1t111e11111r11111er111111nIe1111111111111I111nm111n1111n111 ■■ IInI11111111111111 -�n11e1 ■.■■ m mm�nluumunennlennumnunanunlnnanmenm_..._,_.nnrnwnnnelu.,_..- 111111m111111 �11��1 X11/ 111— II 111111111111 Iltl/IIIII/Illi 11111111tlrlllarllltlrl1111/1111711111eIIIIIe11111111111r11111e111111111q/11111/IIIII/IIIII/IIIII111111111111111111111111111111 Itl�lllll■1111- -��- -1111111111; 11 111111111111111111111111e11111111111/11111/111111I1111�11111el1111/111/11IIIIItllltllllltl�11111e11111n1111111111e11111■III�I�IIIi= --.-. - - - - .11111111111111ellltl... .�■111111111111n1111111aeI1•. �'- - - - -_ .1111/11111/11111/11111■11111111111.. _— � -- - - 11111111111111■11111/11111■IIIa1I111111,.. - �--- __ _ - _ _ _ - - —- 1i1111111111111111e11111111111111111t111n1111■1� - - - __ _ -- - -- - - - .nilmunnunnnnlnulnnanumnulunnll... ---- --_ ----- —=_ - 11111n1e1111711111e1111Ir1n11111111r7n1111111111U111114. - -'-- - �I�11111111111111111111111■11111111111/IIIII1IIIt11111111n111/III 11111111/Ilnl■Inllnull■IIIII■Inn■II1111111t1/Intl■Intl■11111111111111111/1111 "'- t1111n1 �111111111111n11 IIIIInpml111 II 111/1111 /11111■1111111 lullllllll11111!111 ?' il11 !1110g1111t11I1 emarnulen I�.��I■ 1 nneltl ■■,■■i■��■■ mnuunn0�rnunuulrmnr. _ Tnii till u =�I�nilnn�iillnnniiilliliu°ni ■ i' in111e1 ■■■�L�■■ tinea°loll° Ile1t111e11°Ira°° rilnun/mann LL■--■lnlantulun l■�■ nnlelutleml■■ II coon 4 I� nullemaen nlleuuleloarnn - --':1-- linlannnemms_ lennlemnnt nunuunn� � mni� ■■■�I__.�■■ ml;�l��u�l�1.............. l�mmul nun■nlll■nut■u1■1lunumnnnlunul111nnn1uulnuualunlenmrnmm�nnul.. - nunruntunneuuunnllnnlnunlnnumm�lnlrnulenuunnumm�umnulnna.�.. - -- - I�IIIIIIIIIII IIe111m11111111111111111111n11111111111111111111111111111111111 Is If 11111111111111111111111111111111111111. - - 11111111111111111111111111aelllml1111e111111111t!111111111111111111111111111111111111111111111111111111111IN III t.. �iIIIaeI1111e1n111111111g1111111a111I111111I1111111r11111111111111Will 1111111111111arI11ar111111111a1111111111t1.�.. nnnnmm�llnlnllnnlenumnnnnnnnnmuuunnnnnununnnnnunuummlunlnnunit71n1.�_ - r 111n1111111tIe1111111111111111111111111111rIn111111111111II11111111n1irinaelllq■111111111111111111111arlllmm/Ir111■I/1 I■ 1n nunu uni■mn■.0 Lnnuuu•nmm�q■ 1111n, 1111111111/IIIa111111nn1!e1111111n111111■I■IIIII1111m1111111111!111111■nl■■IIIIIr111I1■Innlnln111101I1■I■III■1111 �1�1�11111■I�IIIII�IOI11Ilijlelml■11,■I■IIIII■111■I■111■I■n1111111t1r1 III11nIR1111nIn1111111111n11111111111 IIn1111111111111n1111 t011lr -11/111111 r-- 1111111 111111■1 r-11/1/1111 II - IIIIe111111 niiilln�iiiillullil�i0iuliiiuliillnll CCI�iillu�iumiilll�iillil ■■I Ill�lllll■� 101 ■■ Mull In�uili ■ ■ ■�iniiilli C� 7••�L•I IIIII lu 1111111111111111111111111111111111.loon❑111111111111111n1111nI■■'i 11111/11 ■ 1111n11 ■ rlllal Illlrm 111n1111 .�.J111111n111 ■ 11n1111111111 noon ■ ■■ I11/1/1111 111 II !'l -II111 ,, CC u11n11■11111 111/111111111/11 __ -1 mon ulnut■ C ■■�emnn .7nlmmnnummm�l 111111111111OI111! ItIn111111111111111111n111I11111111111I11111111I111116_..._,_IIIlIe71..._..._Jlllml.._,_._._,_....,t111m noon nnnm f11111111I1111111111111111 - .1111I11I1t11111111111t11111111111111111a11111111n11111111eI1111111111111111111N1n1111e11111/1111!/11111/11111■111111fill[11n1 1�1111�1 ■C■I�■■U1111111 I ' 11111111111111111111111111111 rinnen�nrnningnmmMulminnq�ulutlenln�ulnunnuunmumunemmnl{Innn�nul�unllnnu�u O Z O ,\ LV W Z Lo d LO O Z O H O Qw J 00 Z � Cfl J � O Q Z 'H V- W 0 Lorr %i - - - ---- I` O LA ---------- I i ---- �♦ W 1 I I 1 ' I I I ♦� cr I I 1 I 1000-145-4-22 ' I I I ' ` Q 000-143-4-1 q i I DOO- 43-4-181 ' 1000-143- - 000- 3-4-16 — ------ ' EXIST. I -------------------- --- -� I ff�vv I LL)) E N E ----- -------------- , + STORY FAY ORY FRAM HOUSE E R P RTY ' 2 STORY ' F HOU E I � 000- 43-4-15 �♦ ;- HOUSE 5UBJEGT P O E I I I I E5IDENG I 1 I STORY I �♦ 50.2' 1 I I RAME HOUSE , II STORY I STOR i I ' ' ' STORY ♦� 000 - 145 - - FRAME FRAM ti 1 I FRAME HO 5 ♦� ' HOUSE HOUSE --- �--- 1----------------1----- ----- ---1--------1--------1---i---------- - ' ------------------------------ — — ---- --- -- - - - I I -- ----------------- - RILEY ASPHALT ROADWAY (50' WIDE) ---- - -- - ----------- � AVENUE rn - - -- - - -- - - - - ----------- rn ---------- ---------- j ------------ ------- ----- --------- - - i I AVERAOE FRONT YARD 5ETBAGK=20.2' W EXGLUDINO 5UBJEGT PROPERTY U (1000-143-4-IQ) --f W R I LF-`I' AVENUE ZON I NO ANALYS I S SCALE: 1'-0" = 301-011 PROJECT: DEMATO RESIDENCE 355 RILEY AVENUE 32 MATTITUCK N.Y. 11952 it a`�\` •`\H ,kms aCl If.L' S}+. ei,i°3 a y� a. JY g s` x ^ ff > M�. DRAWING TITLE: > ` PROJECT LOCATION & SCOPE RILEY AVENUE ZONING ANALYSIS Z:t ip s. d ` yy 'q/ax yq .. x\ 'gq `S?"� •gyp: `3 .. > ,A.Y' , ,'"� ,�.x ��°,r> 7f' tt .:��, E k .. r> PAGE: \.\ \ 11 z a -0 02'ALi uu �. •�'i `"<� w 3^ x It m ^g y� +ey DATE: 12/17/20 1 0 F 1 gi " v 1m ',. {„ �j "";p \ >` �`,\\,``� fir ld, All z ' \`k 8 IN �L \ „ \ .. x ` > \ i \ ` „ ' 'w Q' y " „ At T , B' `wE, ` .^ . .., ., ., .' ,. •r'" .+max ^ '�-""�,�s�' { :w—:[+i n Sti A i < i. y \ 4p > x V51 r tea. G aa, x LOCATION MAP �� SCALE: NTS 'WYMV 1 Z, 1W/i }3 .,...... .....:. .....te'. t:R;,.. ..: n4w „ --- TAX MAP # ------- ----- - - - ------- ----- Q ZONING D 15TR I GT R-40 NON-CONFORMING - Lu- Lu LOT AREA 0.2 AGRE5 I� J i'I Q EL=10.55' CERTIFICATE OF OGCUPANGY- --SINGLE- FAMILY DWELL I NG - ---- - - #Z-5740; 01/14/-70 EL=11.65 -- --�'! 75.0' 0 N-70-51100"N — -- — CERTIFICATE OF OCCUPANCY- p __..!_ — ADDITION TO 51 NOLE FAMILY #Z-3x06; 07/2ct/70 F- _ DWELLING o — —� a m SOUTHOLD TOWN VARIANCE OV #7407; 08/25/20 z " I i APPROVAL m - = MM NU CL OR Q LLI uj Lk •"' � :ads,...: .. .. , N/y LJ.. d ..J Ot rr It O '. MR QLLI ••) 00 Z [� V .` o;" J Q I-g ;' Z Z X-q LLJ (D Lo W TA Q W i' U _j Na ............... K, ............ v\� \\ .. \a.. Isv �i'wi\, W . ='se ,.,. 2 moi<: 4, ; I . , I Np an , n.S 300 ' SITE E30UNI:;)AizY I SCALE: NT5 z � � o ANGLE FIRST STAKE TONASD PREVIOU5LY LAID BALE. ® w ® t _ PROJECT: DEMATO RI I` LAB „ IRON FLOW - = RESIDENCE STR FIFIG BEINF RGED CONCRETE 24 DIAMETE RATE$CAST _ GRA55 SHOULDER AREA TYP. --------------- ------------------ ” %rRALFS PL GED ON CONTOUR 355 RILEY AV E N U E MATTITUCK, N.Y. 11952 I -- STEEL PICKETS OR 2x2 STAKES I5 TO 2 IN GROUND. DRAWING TITLE: DRIVE 5TAKE5 FLUSH WITH TOP OF HAYBALES. STORMWATER PRACTICE I E-1 11 n F1 Cl Ll Ll IJ LI LI 11 E;; f1�GOi:) �l0 1� T I �./STfi� hl � � I� I fG DETAIL w -- II- 1 - uuu ❑ ❑ u ❑ ❑ ❑ ❑ ❑ � , J_ DESIGN & DETAILS Fy T ❑ nnn ❑ nn ❑ nn _ 4 - Inu ❑ ,-lur.; Lluuu ❑� !- SCALE: 1/4 - 1 -O > I uunLjuuc1uuu PAGE: I swpr —III--'- Oi - ' 5' DIAMETER PREGA5T &ROUNPiv _ - CONCRETE LEACHING RING. HATER CALCULATIONS ON PAGE DATE: 10/21/20 5HPPP-1 FOR POOL HEIGHTS 18' MAX. G. TO G. " ILED p–z� RADE - ~I N� - 1 01 wMI. DIAMETER GMN�SANr��14VELLL SLO -TYFIGAL ��GTIO � ® LEAGHI � (5 POOLEMBED FILTER GLO -MIN. b" INTO GROUND 4, _4- - SCALE: 1/4" I'-O" .�- � ° NOTE: t' l4 y' �C MAXIMUM DRAINAGE AREA �,� �,O >► 1/2 ACRE / 100 LINEAR FEET �' 03745 �O SILT FENGE. DETAILS 50ALE: 1/4" ........ ! 7`W_ -------------- 77;, GENERAL REQUIREMENTS: .. SITE LAYOUT NOTES: ELEVATIONS REFERENCE NA\/r:> la!&5 _-7 77, Ali, LOT COVERAOF Suffolk County Coda Chapter 565, Ai VII (Se tic industry OF 7, ,4 �A K I/A ONT5 INSTALLATION STANDARDS; 1. THIS 15 AN ARCHITECTS SITE PLAN 4 15 I. The installer must hold a current Liquid Waste License pursuant to SUBJECT TO VERIFICATION BY A LICENSED 5URVE`i'OR. THE INFORMATION - ALL OF THE FO LOTS WITHIN 150' 7 I. Install I/A ONTS tanks according to manufacturer's recommendations SUFFOLK COUNTY TAX LOT NO. Businesses) through the, Suffolk County Department of Labor, Licensing 1000 and Consumer Affairs, pursuant to Suffolk County Code, §565-11IThe while conforming with these. standard. All applicable recommendations REPRESENTED ON THIS SITE PLAN 15 70 THE 1 1 , , ,, 'r, 0,- 1 1 , A` PER 50NA: PROPERTY LINE UTILIZE PUBLIC NATER AS 7 ARCHITECTS BEST OF KNOALEDOE. ,d by the, manufacturer shall be Implemented. Deportment of Labor, Licen5iing, and Consumer Affairs maintains a list of R-40 ZONE provide 2. SURVEY INFORMATION WAS OBTAINED V�ft 4:;;�' licensed I/A OkqT5 Maintenance 5k LOT ;`,"\1 " " , -a Providers. 2. The I/A OKT5 tank Shall be Installed at level In all directions a 1000-145.-4-16 f FROM A SURVEY DATED SEPTEMBER 16, 4 a maximum tolerance, In any direction of +/one quarter inch) on a minimum 1000-145.-4-lI 2. All ]/A ONT5 must be. registered with the. Deportment in accordance 20Iq AND PREPARED BY: DESCRIPTION AREA "W" 5-Inch thick bad of properly leveled and compacted Sand (free from VE GE i, with Article. Iq of the Suffolk County Sanitary Code prior to tl�o '1'1 4 YOUNO 1000-145.-4-21 Z4 Deportment granting certification of completed construction rocks) or pao grovel. S plans. tIon on "as built" HOWARD A. YOUNG 1000-145.-4-22 C1,C100.0 S.F. TOTAL LOT AREA N.Y. STATE LAND SURVEYOR i 5. I/A OkqT5 Tanks shall be provided with a single outlet. A distribution Jy 1000-145. -27 -4 5. An executed Operation and Maintenance Contract between the, box/manhole or distribution leaching structure may be required for all Llr, #04595c`15 1000-145.-4-2,5 EXISTINO HOUSE c104.0 S.F. C1.1% systems with multiple leachIng structures Maintenance Provider and Property owner must be submitted to the tul unless on olterl design Is 'Av -?y the 400 OSTRANDER AVENUE S L)5,J E 17 FROFERT"T' 1000-145.-4-2cl Deportment prior to approval of the IIA ONT5 registration L approved by the Deportment. RIVERHEAD, NY I IoIOI PROPOSED HOUSE ADDITIONS 635.0 S.F. 6.4Y Deportment in accordance with Article, 11 of the, Suffolk Count Sanitary Code. 1 '72-7-2505 1000-145.-5-01 kw, 7- 7 4. The, top of the, I/A ONT5 tank shall not be, located greater than 2.5 v 1000-145.-5-5 DETA'HEP GARAGE 400.0 S.F. 4.0% feet or less than one foot below final grade. 'Ylili .7 r�, "0 f' 4" V 4 4. All installed I/A ONT5 are required to have on Initial 5-year warranty -145.-5-q I�� 1000 ill" ��,A "'INN• F7� , � I � ""' ,"k ,--�";;; f �t',w,I ;�,o - and oparotion/malintenonce service contract. After the Initial 3- earTOTAL AREA OF ALL STRUCTURES 1131.0 S.F. 5. At a minimum, all Sampling manholes shall have 20-Inch covered NOTE: 1000-143.-5-10 0, N 11 3 operation and maintenance, service contract has expired, property access openings to grade located over the inlet and outlet. Covers I. PROPERTY 15 LOCATED IN FEMA FLOOD owners are exp -proof lockin .7 contract In accordancecost Iron covers or thermoplastic covers at final grade. All covers acted to maintain an operation and maintenorce, shall be either 20-Inch diameter watertight and Insect g MAXII COVEli ALLOWED 20516 o code. shall be designed in accordance with Section 5-11 of this standard. ,el with Article Iq of the Suffolk County 5ai ZONE X. 2. SITE PROTECTION/51LT FENCING TO BE 10 INSTALLED AS REWIRED BY SOUTHOLD Ae `7x 5. When an I/A OATS requires a vent, the unit shall be vented to the 6. k4hen sampling manholes ore approved to be, installed in a driveway TOWN. - being serve u roof of the. residence served. Vent lolloas shall extend a I m shall be designed to be, traffic bearing to or parking area, the, manhole 5. PART OF LOT '7 "MAP OF OF-0. H. AM. T 4 of ro Inches above the roof line, and the top of the vent shall have a meet the requirements of AASH70 H-20 or H5-20 loading. D.T. RILEY" FILED NOV. 2-7, IcI25 FILE NO. H.S. REFERENII NO.: R-20-0605 minimum horizontal separation of 12 inches to the sloped portlon of the roof. in cases where it is notproctir-61 to vent the System to the -1. The outlet Invert elevation shall be a minimum of 0.1 foot below the residence roof, a vent pipe may be piped to the exterior of the Inlet invert elevation. residence and terminate minimum of le? inches above grade and at least I foot from property lines. These vent pipes shall be located a 5. Sampling manholes shall have, on inside. diameter of 2 feet or on AERIAL PH070 minimum of 5 feet from any window or doorway and must terminate with a Inside area of 2 foot by 2 foot. carbon filter device. All vent pipes must have a minimum diameter of 2 LU Inches. all. There, shall be a maximum retention depth below the, outlet invert SCALE: NT5 elevation of six Inches. 6. Installation and use of the I/A ONT5 must conform to the Department's approved I/A OAT5 guidance document prepared In 10. All slower pipe penetrations in the sampling mail shall be, SLATE OR OTHER $TOPPER OF accordance with the Standards for "Approval and Management of watertight. SUITALLE COVER END FLU(, LU Innovative, and Alternative 01 Ao5tell`4ater Treatment Systems." _v \11 ELECTRICAL REQUIREMENTS: MINIMUM DEVON REQUIREMENTS: Control Panels ✓ I. I/A i tanks shall be constructed of precast concrete, fiberglass, I. The control panel box must be, placed outside on a suitable pedestal r�)NELL NO U_ po Iyethy lone lypropy lone, thermoplastics, or other materials In near the structure that It serves. Alternatively, the, panel box may be SEWER PIPE accordance with Deportment standards and IONYCRR, Appendix '75-A. mounted on an outside Hall of the structure (preferable a Utility room, > 45' 1 The use of steel tanks is prohibited. and not a living space). Other locations for mounting the panel box will I .30' ELBOW be considered by the Department on a case-by-case basis and with I/A II tank for pretreatment the, 5cptlr- N FROFERT"r LINE EL. 2. When on I/A OKT5 requires a septic ON75 manufacturer approval. N4 tank shall be, Suffolk county Department of Health Services 12/2cl/l'l EL. 11 .65 Page 13'i designed In accordance with Sell 5-101 and 5-1011 of this 2. The, name of the I/A ONTS 04M Provider must be clearly identified �B -, Standard. on the outside, of the panel and Include a phone a;number to contact In OW `1-60. WtE: case of alarm. Ai E "A' ALTERNATE "S' 5. Unless otherwise specified, the leaching structure/system that follows CLEANOUT DETAIL FOR AREAS NOT SUBJECT To VEHICULAR TRAFFIC on I/A ONT5 Shall be designed in accordance with section 5-101 and 5. Exterior panel placement enables the, system to be Sol of any 5-110 of this Standard. time, eliminating the need to access the inside of the building. ALTERNATE "A" IS FOP BENDS, ALTERNATE "B" IS RR LSE WITH BLDG. EXTENSION/CONNECTION 4. TheOral box must be within view of the system location to help O I EXIST. I STR"r V40. 4. At a minimum, all I/A ONT5 treatment tanks Shall have 20-Inch facilitateoperation and maintenance. covered access openings FR. GARAGE to grade, located over the Inlet and outlet. Covers shall be, either 5. The control panel shall be placed at a comfortable holc3ht for (��' LEAN-OUT 1:�)ETAIL 2 Insect-proof locking cost Iron covers 20-Inch diameter watertight and Ii access in accordance with Federal Emergency Management Agency or thermoplastic covers at final grade. All covers and chimneys/risers (FEMA) flood zone requirements. m I (DRY BUILDING) 50ALE: NTS shall be, designed in accordance with Section 5-111 of this Standard. (b. The panel shall meet National Electrical Manufacturers Association 03.05.20:20 5. When a I/A ONT5 is approved to be, Installed In a di or (NEMA) 4X sper-Ificatlons. TEST HOLE DATA ATL BY INFILTRATOR parking area, the unit shall be designed and/or installed to withstand 1. All below grade Hiring must be run In electrical conduit. conduit I AMP AR,_1HI7ErTURE H5-20 or H-20 loading as designated by must hove appropriate, Seals to prevent gases and moisture from 15400 MAIN ROAD 4-FOOT TRENCH DETAIL MAT-TITUCK,N.Y. X_ AASHTO. reaching the, control panel or junction boxes. (NOT TO SCALE) 516.214.0160 iv� li Garbage grinders Shall not be, permitted when on I/A ONT5 is utilized 8. Each System shall be equipped with a functioning warning system which W C, 05 means of Sewage P4111 activate oul and visual alarms that can be readily Seen and � 0 1 � .-1 %_ �, - 11 46" 7 _� �;1,.' -F- EL-10.0' disposal. CO-, heard by the occupants of the building Served. The, Department V recommends a telemetry device be installed to provide, immediate Lo J OL BROM 2 -T. Water Softeners shall not discharge Into on I/A ONT5 and the remote alarm notification to the 04M provider covered by the 04M EXIST. OL LOAM Deportment recommends water Softener backwash be, connected to an agreement. ASPHALT onsite drywell acceptable to Town or Village building Departments. DRIVEWAYAPPROX. AREA OF PALE BROWN FINE 01. Systems which are not designed to flow by gravity are recommended EX5T. 5EFTIG SYSTEM; SAND WITH 10% -N 8. &RAVEL I/A ONT5 tanks Shall be watertight and constructed of sound and to be equipped with a control panel with means Of coni a I TO BE REMOVED PER civi materials that ore. not subject to excessive, corrosion or portable. generator to operate the. system during a power outage. 50�115 STANDARDS decay. D��ELLINO 11. All tanks must be watertight. Two methods of ensuring tll�i ore' PUMPS, E31-OkER5, LEVEL SENSORS, AND CONTROLS: E�)��ELL I NO NEW WASHED Hotel Shall be either vacuum testing or water pressure testing FUSL I C, PALE BROHN FINE CONCRETE SAND serving the pump motor and floats must be SAND -33 methods as follows: 1. The, electrical junction box r FUE3L I(f, ASTM C watertight and located outside the I/A ONT5 tank chamber. NATER NATER 10. Vacuum testing: Seal the empty tank and apply a vacuum to four (4) t must be placed on located outside of the I/A ONTS unit 2. Any blowers -1 Page 1 5 EXCAVATE EXIST. Inches(100mil of mercury. The tank is approved if di of vacuum Is a pad Suffolk County Department of Health Services 12/2,1/1 _3 held for two minutes. (concrete., pIo5tIc or fiberglass) and have, a soundproof anoloquire , \ \ _ SOIL& PrOV".)E Z NEW SAND('SP'OR % - ' 11. Water testing: Seal tank;fill tank with water to outlet invert cover. NEW 4"INLET EW ATL CONDUIT SWBENEATH TRENCHES)TO MEET elevation, let Stand for 24 hours. Refill the tank to the outlet invert 5. All pumps and float trees must be accessible and serviceable from PALE BROHN FINE EXIST.SW STRATA SAND after the 24-hour period is complete. Let the tank stand for or access openings. IN HATER ,vel is hold additional 10-hour period. The tank 15 approved if water le GROUNDWATER for the 10-hour period. Water pressure testing 15 recommended to The floats shall be attached to be had to a Schedule 40 Ili floc; tree that done onsite after Installation. can i easily removed for Service or adjustment. The floats shall not LH 7- be attached to the force main. NOTES: I/A OV475 TANK CON5TRU07ION MATERIAL REQUIREMENTS: L. 10.21 Z PROP. -A 1. MANUFACTURERSN5TALL PER MANUFACTURERS LU 5. The Deportment shall observe the, pump System operate through a COMMENTS; HATER ENCOUNTERED 2. 7RENGHES SHALL BE SEPARATED BY A MINIMUM OF 4-FEET OF UNDISTURBED 501L 2 normal operating cycle-. &-l"BELON 51URFAll 5. ATTACH D157RIBUTION PIPE TO THE ATL 4" INLET i THE VERSA=COUFLER 2 I. Reinforced concrete shall have a minimum compressive, Strength of FROF05EP 0 5,000 pounds per square inch (psi) at 28-days set. &.Inspection for leakage of the force main fittings will be i during0 the pump test procedure. LU ADDITION 2. Nall thickness Shall be a minimum of three inches unless the, design LL 1_: > ul has been certified by a New York Licensed Professional Engnear as 0 Q/ complying with all appropriate requirements for thin Hall construction. All 0OL X () walls, bottom and top shall contain reinforcing to resist an applied ILI ILI force, of 500 pounds per square, foot (Iosf). X 7- OL 5. Pre-cast concrete sections shall be Scaled with one (1) Inch butyl 0 I I I W rubber Joint Sealant which conforms to A5TMl C-11110. EXIST. 4. All Sower pipes shall penetrate, the, vertical salewall of the tank and shall be scaled with grout or other means acceptable to the PROPOSED 2 57RT' WD. FR. EL. `i� Department such as watertight scaled flexible,joint and the pipe DWELLINO (5 5EDR00MS) NEW FLIJOLEAN DARC gasket fastened to the pipe with Stainless steel retractable clampi (ENLARi FROM ALARM/CONTROL PANEL Pr, ti 5. All joints shall be Sealed so that the tank 15 watertight. See Section EXISTI 57R`r) NEA, FUJlMAr, AIR BLOWER; <Ii 5-114, E3.10. Tanks that al .cost in place require prior approval from the 0 Deportment and must be certified by a Licensed Profassloncl Engineer. I INSTALL v41 SOLID CONC. � At a minimum, the floor and walls of a concrete, tank must be, BASE 4 PROTECTIVE monclithically poured. 2'�.2' EASEMENT FL. 4.58' GOVERINO, PER MANU. SPEC.'S WATER SUPPLY;6. Whenever practical, concrete, I/A OKT5 shall not be located within EXIST. EXIST. I NEW J" fovr, AIR LINE (P groundwater. For installations that are placed within groundwater, the CONTRACTOR TO bottom and side portions, up to 195 Inches above highest VERIFY EXIST. PIPING I (PER MANU. SPECS) 0 465 40 recorded/expected groundwater elevation, of the I/A ONT5 unit shall MAINTAINS 10' MIN. be, monolithically constructed. In cases where this is not pror-Olical theNEA SANITARY OF t4 I/A ONT5 unit shall be water-proofed up to 195 inches above the highest SEPARATION FROM EL. 10.55 f' $ HOUSE CONNECTION recorded /expected groundwater elevation and look tested to ensure LEACHING STRUCTURES; I FOR SEWER LINE tightness prior to operation. ADJUST LOCATION OF r-------------- 7. In cases when concrete tanks are installed in groundwater, the design SUPPLY PIPE AS REaV PROJECT: Professional shall Submit buoyancy calculations to prove the Haight of PROF. BALCONY/ the tank(with or without anchoring or the addition of ballast)P4111 be at I NEW 01 DEMATO least 1.5 times more than the i of the water displaced. The, I COVERED PORCH FROFOSE2 I/A ONTS 2ETAIL buoyancy calculations shall be done using highest expected/recorded 1 NEW OEOTEXTILE NOT TO SCALE groundwater elevation with the tank empty. Soil cover on top of the I i SAND FILTERS- ALT X I EXIST. tank(s) shall not be considered when determining the amount of X RESIDENCE E3T' INFILTRATOR MIN. UA 0� FF.Ei anchoring or loci weight required. 0 • POLYLOK 20" D-50X N/SECURITY GRATE(BAFFLE REOV IF INLET K /0, 10.01 25.01 PITCH EXCEEDS PER FOOT) 0 INV EL i EL MIN. 5%MAXIMUM SLOPE GRADE EL-10.0' SUFFOL< COUNTY HEALTH E,)EFART��ENT AFFFO\/AL 50561 0 OL EXIST. rlir-u. - 25-0 T X EXPANSION 4-"V, MAIN P 1 355 RILEY AVENUE > 5� . W q LEX MIN.4" DIA. INV.EL. ALT.BY INFILTRATOR�I MIN.4' VIA. MIN. 4" VIA. H.S. REFERENl(l Ni R-20-0605 LU W I TES INV.EL.cL5 SDR 55 PVC,OR 5D�55 PVC.OR MATTITUCK, N.Y. 11952 NEN 0 EQUIVALENT 7 5DIR 55 PVC OR 20,10 MIN.PITCH 4'W EQUIVALENT EQUIVALENT - I 0 HrD' 7 1 W ni f I I 51 - I� I I 1 11 1 1- . r - I MIN,PITCH J".1' :, I - POLYLOK MIN.PITCH�":I' INV.EL.5.4' W 5 PROP. 505% rY EXCAVATE EXIST. 77-7-' D-Box- 501L 4 PROVIDE NEW DRAWING TITLE: EXISTINO EXPANSION BASEMENT F-L-4.4' SAND('SP'OR SK) -:25.0 INV.EL.5.5' BENEATH TRENCHES PROVIMF'. 12" THK.(MIN) S 5. .. (PROVIDE END CAP .51,41 SITE PLAN NEW FUJICLEAN FUJICLEAN CEN5 TYPE LEVELING TO MEET EXIST. EL ;�0 245 NITROlSEN BED OF SAND OR PEA STRATA,AS li 525. 01 EXIST. NATER Z - REDUCTION SYSTEM DEVICES AT OUTLETS) CEN5 I/A ON75 OR.6,VEL BENEATH PROPOSED I/A OWTS METERS CQ 12.00015TRIBUTION BOX -------------------------------------------EL=1.5' ----- =- ------------ MAY 12 2L.02D 5 -700 1 '001 LINE &ROUND WATER LEVEL OS7 ;L0 \X INNOVATIVE 4 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM(I/A OYIT5) &RAVELLE55 ABSORPTION TRENCH LEACHING SYSTEM I. I/A ONT5 SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 400&FV 0 BEDROOMS). PROPOSED FUJIl GENS PROVIDES 500 el 17Y. I. DAILY FLOW RATE FOR A 5 BEDROOM HOUSE IS 530 ei FOR SRAVELLE55 ABSORPTION TRENCHIES TREATMENT CAPAr PAGE: I L E A V E N .2. INSTALL ALL COMPONENTS AS PER MANU.SPECS. 5. A i DISTANCE BETWEEN THE I/A ONTS AND BUILDING WITH CELLARYBASEMENT 2. 46 LINEAR FEET OF CE07EX71LE SAND FILTER REQUIRED,BASED UPON 6 FT2/i Or-TRENCH,i TO JAMES GREEK SHALL BE MAINTAINED,OR 5'MIN.DISTANCE IF BUIi 15 UPON A SLAB. LEACHIN&RATE OF 1.2 GPD/SF LEACHING AREA FOR STRUCTURES INSTALLED IN SAND 4 'RAVEL (PER r"1111111111, MI 4. A 5' N.DISTANCE BETHEEN THE I/A OHT5 AND DIST.BOX SHALL BE MAINTAINED. IN \, (SURFACE NATER WITHIN TABLE 11 CF Sr-POH 5TANi FOR APPROVAL Or PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL 500' OF PROPERTY) SYSTEMS FOR SINGLE-FAMILY RESIDENCES) SF-100 (2)23'LONG,4'WIDE TRENCHES K/OEOTEXTILE SAND FILTERS,ATL.BY INFILTRATOR(46 L.F.TOTAL) (1)O'LONG 4 (1)13'LONG,4'WIDE TRENCHES W&EOTEXTILE SAND FILTERS,ATL BY INFILTRATOR - n i OR 5o96 EXPANSION L.F.TOTAL),PROPOSED r 5. A 6"MIN.OF SAND MEETING ASTM SPECIFICATION 055 To BE INSTALLED BELOW AND ON THE SIDES or 0 5 10 20 50 40 50 EACH SANO FILTER,SEE 12ETAIL DATE: 04/27/20 Y 10F 2 7- INSTALLED PER MANUFACTURER SPECIFICATIONS 4. TRENCH LEAcHINes SYSTEM To BE 5. A IO'MlN.DISTANCE iSETIoEEN LEACHINO TRENCHES AND HATER LINE SHALL BE MAINTAINED. 51 TE PLAN &RAPHIC SCALE 6. AN VMIK DISTAW�E ISETHEEN ALL LEAcHINry TRENCHES AND Sli TANK SHALL BE MAINTAINED. SCALE: 1'-0" = 10'-0" 100 101 I 102 I 103 711 0 105 SINGLE LINE DIAGRAM NOTE: MANUFACTURER'S 51NOLE LINE :7IAORAM FOR FUJIGLEAN "CONTROLLER A" WIRINO 15 FRE5ENTED. U5E OF U75RADED CONTROLLER OPTIONS BY LLJ CMOs TEST, KPOKo SILM FUJIGLEAN ARE ALLOWED, PROVIDED THAT THE MANUFACTURER'S � CORRE5PONDINO WIRING DIAGRAMS ARE FOLLOWED IN SUCH INSTALLATION. 15 � w v J 151 I ANII Q 152 Mile 153 TOME T ZO lWLB - ti OIL o 'dw I T111 113 155 x 4 114 LTjjr5 TPIrsti7R 1 115 0- I I I 15 CH CIRCUS PROTECT6ION OVERLOAD PROTECTION , WR 116 WN DISCONNECT AND 6 CURRENT PROTECTION —150 O INCOMING FEED CIRCUIT PR DED OTHERS I D DST O SIO ACCIIIC TO D � T+� II� F II *noNs cA 160 119 I I I TPII f -I fw� 162 121 I. �I 1 163 22 183 A 164 " I 124 165 LU* TMO(K TD I 166 125f I m (W4PRMORAND/OR PSBY,ORM W I MD MUS Uk APY PROTECTED .? I 126 I 1012-7 I o Olen TBI 169 > R . �0 �� k Arc TEPPERATURIE RATING oF FIELD INSTALLED C ` E AT LEAST 140 DIG. Fo 1 � 0 D[& C. TERMINAL. STRIPS 0 LUG USE COPPER CONDUCTORSalft, 130 . � 31 172 I CON T GROUND LUG N PANEL T 0 EARTH GROUND �� 173 LINES REPRESENT ISL h FIELD fr 7�0� 0� 33 174 FU.J I GLEAN S I NOL E L I NF— r�)I AORAM PROJECT: SCALE: NTS D E IVI ATO RESIDENCE SUFFOLK COUNTY HEALTH I:7)EFARTMENT AFFROVAL 355 RILEY AVENUE MATTITUCK, N.Y. 11952 DRAWING TITLE: I/A OWTS SINGLE LINE DIAGRAM PAGE: s VINJUL m YAM, 0 0 DATE: 04/27/20 2 OF 2 "DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY ASTEWATER MANAGEMENT UA Registration#: T8,SUITE 2C,YAPHAN&NY 11980 'thWWM@suffilkcountyny.gov t7) .'PIAL REGISTRATION REGISTRATION RENEWAL OR REGISTRATION INNOVATIVE AND ALTERNATIVE ONSITE WASTEWATER TREATMENT SYS STEM(VA OWTS) 'REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS--ALL SIGNATURES MUST BE ORIGINAL SSE INDICATE THE PURPOSE OF YOUR APPLICATION BELOW ;�:cptiS�nlG��`, �`�t� q5 ♦ ��,�y��,}�'�'� • �- �.�`�'��5`�;.'� �l'¢j'�cro��':�r;� �, e �'%+. e�CafltltY � �t parrcYe�`-' `'`.,z:.a R+,�iO?C=,n�.'.�.3.x,��s:�F-.+e.p:`:,tir`_''•*"aq5r'�A�1C_.,:yyj3��'" M- 11 W-0 y�>" y'X{,4•'/�.•".�'.@'ah�(a}�'�k�^�cE;5e n',S.FI,�S��'v,r'..�••:5}"aKu-5„�r.f3:-t'��:+?dYN�'r�.y"{;ac,r�t=rtn";r*}�a-•zN',}.1,SFx:ixx2��}*'fiy'�'`rrS.�Y'Fat,�d.�3�`�fa(r�nE;r•;;T�,:1 ,011 54 �+§w�?,&:l�::":/:'v'.•.Lt,�7'+lbf;,'��i'r��t�a�";�.rte,:'''?.''u'f�srcrb}�'.s.r.s` ti nxxi Tax mgp#of UASvstem District Section B�.c�W�i.��loc(i q�k I location: t.-+ : -Li 1000 114300 040 Lot FhysicalAddiiess'.of' A' !9 00. - � ate• ��Parc - a.. r - Y. m el } r: z: ..,..,.:,.•., ;.35' 'Rl _ I° ; _ A v' Name .of Current' Pr . 76 .. Qwiie - r P.. .:K - t a :a r,.,•.... g MaxlYrt Addr ` •' - - 3.5 5'. a u: r�£M: NY; 4 `Co me - n tact '.Mo.. l.e.,... .. N 0.00 - T/A OWTS .�.,..... • INFORMATION: Manufacturer: Fuji Model:ceras OPERATION AND MAINTENANCE CONTRACT ATTACHED TO THIS APPLICATION: Q YES *If you have not enclosed a copy of a valid O&M Contract,please contact your O&M provider NO* 11 ^^^The eLoperty owner must noti the SCDHS within 30 days when there is a change in Maintenance Provider^^^ Has an effluent sample been taken and submitted to the Department since the previous registration renewal?(FOR REGISTRATION RENEWAL ONLY): *1f"NO" contact our eration&Maintenance Provider anYES h have them submit current efl]uentvsamp le resu]ts to the Department' B signing, t m accordance with standards, By gn' g,and submitting this registration document,I certify that I have read and understand all UA OWTS provisions as indicated in sections 760-1905 and 760-I906 of the Suffolk County Sanitary Code,as well as any manufacturers guidance documents. I also Signaunderstand my responsibilities as the I/A OWTS owner as they may relate to the proper functioning and maintenance of the system. fals of tr nt Property statement made herein is unishable as a misdemeanor ursuant to 5210.45 of New York State Penal Law.,, Sigr wner{s): Print ame of Current rope Owner(s): Date: Kelly Demato DEPARTMENT USE ONLY otir requesf for:UA OWTS registration is acceptable,and your system been registered until:. : a This registration will expire 36 months from the approval date indicated below: Your UA OWTS.registration form'cannot-be processed at this-time. Please seethe attached Application. Notice of Incoirtplete Signature of Department Representative ! Date / .C! WWM-304 (Rev. 08/17) i COUNTY OF SUFFOLK �i ev x9f" e` STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner ANTHONY PORTILLO August 3, 2021 1075 FRANKLINVILLE ROAD LAUREL, NY 11948 355 RILEY AVE., MATTITUCK, SOUTHOLD R-20-0605 Inspection Completion Report ANTHONY PORTILLO, The Office of Wastewater Management has performed an inspection of your site on 08/02/2021. The inspection of the Sewage Disposal System and/or Water supply, as required by the approved plans and permit conditions, has been completed.and found to be acceptable. The review of the "Final Paperwork" may require the need for additional inspections. Please do not hesitate to call (631) 852-5700 with any questions. Regards, Office of Wastewater Management CC: PAUL DEMATO DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank,NY 11980 F, _=° (631)852-5700 1 Fax(631)852-5755 �'"�: '�'�°,-"'9 ` '�.".r' �m•«,°'�marie v«e,e - ue�vws�.��icr mb� wm.TA.aoFNo. mo,.o.e.:+a ��, / I . �rMb:•�°�m~�Prw.-rraa... ...v r'...",,.e'e�,.°r...°a w.. .xs m� °mwrlw uaA t� _ „ $,�^ . wL"cr m•`�iimwva:e mP.tae am'aa lns soea aP. ;" t;m..... r'"Oa,.'e,w'0'�"rr�i°� .�,r4n M,.errw�-+-xwv �al-am Imo' rwaPv�laawwmaei � ,t `�IJB.IEGT PROPERTY '"••�•�'w'4�i��"4 r gFOiai° ��rnlorwTm Near,no® rora.A w°P,.ue�.u� wvo sn ne,s •ft �, ,_ � �.?L k'.�'. 1�., ��so..�L•..I.�r.rres'e. '�"'r"°°""""m"®�"®"� �'w'm rw a. H.S.REFERENCE NO.: - �'.rs AERIAL PHOTO �� lT°....nra�.r,aa.,°saar e.mwr.: CGNL�HFu 2 .,w""°.... aam�q•n..°"""Pore awn w-r-'+�.,..e,P.,......mr 6 ��`""u."s; �°'�w"."'�°""�"'°:°..r.,.•,a° DWELLING � �.L EL.1183' N'IO°3'00"E _ PROPERTY LINE - 5.00' F1,10.33' 7-��°•• v,x•J� °r�a:r°"•.".a,..an..m.•+n..saa.r e. .'"..d::a:A�m""i..°"'""°p::r�..�e"m�. 1 I 1 .,° �' w sty ..�•r..m°r. ^ve e�0imn,"'°..°' y0�°``�"�'°�'w 0 EMT.157RY m. ItOV eua mrs.nrtrxe.on�u czuou-we, o-.:Waw¢a°. M6ARASE n-' - GLEAN-OUT DETAIL . •'r'Ir� •w ..�`��.".'•m'.mr.�-.. e&o�TMw i,...®..-c.-..� m_ ronr®nLelrrr) xxs Hrs mugs'b^.YsrA r°° ''w' r��rrwps:•pi1 ..mm°�er,:r,� I I ATL BY INFILTRATOR a�r0°w.•rr,ar Ar.e,•oi ei vwa•lee"rme •.�rpa�Marr I ,V2-2T-TRENCH DETAIL eripsm ,a r'm��,e,•c,Pr+w+, I sew amr gal, a.Nr.Pro•..m�,rme,.vmavwo+maew r'°°Y.wrm ....a nsv�ve�w,m I I 2 1° 0 T. _ y m�i°rmne,a m,Pr mara�gssv� r" F�1 eoW o. 1 A-07 1 wvw s�a..n°r.a..^>Jrevr..m,ssin •� �a wr°wP1°•P�,m�.um,.ma I vWVFHAY -� DWELLING DWELLING . � .,��• '"°".rn"..'�w°' Ie....ar PUBLIC I I PUBLIC s v �..a . I WATER �7�� WATER o' I EL.1021' - 14b' . �S .me�r.��w,'.w°°�rou'd.•...re� r a..n •�raw..��L��' J I '3 i A°wncw EL.9.90'1� a w,.wla°,�..�.n M.n.,.n.ww.,e.,m.w.� � e ji CD 0 Lcn U) I jF I 14A' 1 _LT OIST�To sorra srsre�c°r�+aarr.i T _U- I t?TeA3Fsv PN w anlnMa eowHleJ g ,sr..w'v.°•"w."`rrwui.`mrw rm 1•. ,-.. �— S O I R EL.9b� Nm i weameaxe. +sl raaer�vr mloa:w wwaaa J I 1 STRY rm.FR DYff111NB sorsa•PPOIFLiive sra d .Mr .m..y.�.� C z I (9 Bl�NOOM3) rO`Hab,FethrNl.ae0.5 v-g111eleAN rse �d lea' AEO � m633; I i' Aw uert�_ ]v.I.,LVI.oIc°brn®nb"eox a°d a` `J_� O 1 eti®ee�=iae .e,eo.neNeew' `� 1 Va1T TNmnam,9lL b' T:-IITITRATOR AILN-eTA4f PoOlr a•d HD' �.r.em"�e.,.�rv-�•~w,°�:u. 2-1.21- 10.55' 92'IOS3' swwrber Po,ra• "f++"^`°°`P""" aWwn°alwtTM+ea 1 EL.10.10' HNT2 COMt5iloR ��ew�er..,•�a.,•.aw, �- r-_______ raR�:aa PROTECT: W I i core®Fell I As-EXALT I/A owr5 DETAIL DEMATO ca. RESIDENCE SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL w Q 8 1 l L2 OO t O °i .m na r��o H.S.REFERENCE NO.:R-20-0605 T°i n ""° °,., m.�•, -,Z r.. 355RILEYAVENUE a'I J " T ° `I N ,,,,e-.. + 4:..... "'e�� 6 MATTITUCK,N.Y.11952 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES N v 1 �.'" HOL 1 a r..°r x, w.�rr MO°31' E j I .e.. �� DRAWING TITLE: APPROVAL OF CONSTRUCT ROCS FOR wP�a� ASINGLE FAMILY SIDE < 325 rzL. s �� ..ra•m. g$ P SRE PLAN —�----- �,^�°,.,p, .*awro PROPOSED VA OWTS 5 TO° 1100"W PROPERTY LINE -15.00' _____________ ______-----®`_______g �q��__---------- Oafs usrzozz H.S ef.No. o-osos RILEY AVENUE m � 11AGE: The sewage dl�aland wal supply d'esatthts Ahave been ( AYMTERMOiI\ ® SP'1�0.�1 inspected artftr cuffed b is Del. nlorotheT age e3 and found s°°'oP PRo�m ��°�R��r to be sali3fadary FORA IMUM O 3 BEDR MS. o rw.r..,o� MIE:oy/zT/2o 10F 2 SITE PLAN RANG KNEPP x,PE,CHI sore Ro'°a,o• of VYastewa r Manage t - Y ELECTRICAL 5ERVICE TO FUJICLEAN F-1 ARM/CONTROL PANEL10 Y102 I IIAGRAM ,K111 FAOTURFR5 51NOLE LINE DIAGRAM FOR FUJIC.EM-cONTRoLLER A' 103 In, KRINO 15 FRESMIMM.USE OP UPERAD!_V GONT�OPTION 61' FUICLEAN ARE ALLDWW,PRO,/IDED THAT THE MANIFAGTURER5LECTRIGALIM GORRESPONDINO WIRING DIAGRAM5 ARE FOU.OHW IN F.UGH INSTALLATION. AT DWELLING1I<5 ID7N BREAKER IDa g 109 y� fO '.. wan Isl -------------------------------------- 111 II C� I 112 ra,a ,. 153 113 UT., IsI i s j f 111 I I I I I I m ti:,n 156 I I I I I I I R I I 115 ,,R I I X 1 L�,,,j`�I 1 I I BRANCH CIRCUIT PRO1ECfpN WEAl6N PRDTECfgN, J� ' tram 158 i ,o a.n ��, i L- -{ OF OLDIMIONNI CFEE7ER CtllODf D E!on�0HET1s 159 I I I 1 AND BIbT SIZED SIZACCOROR,C i0 PWP/NOTOR g ]I9 , IUNUFALIURDIG SPECDIUIIOS 119 160 I A_L� I p 1^n10 I d ,n • 161 I �________� I I IlDgoo- r r--------- I 121 mm� 162 I Iw P T I .ei E . I 122 1 63 123 q mw A E T 65 1 24N:v l 165 I25 '6 1 Ecom 03wmz(MamissCIt AD/CR RPBS)Pww BY am •� W 167 I N9 ilAf BE UL APPAOfD 11EAW1T PROIFCim PUPS I 3 �� 168 � DEDICATED,20 AMP I *n SINGLE—PHASE (i�'0 -- " ---o------ r-- 16911 CIRCUIT BREAKER I 129 ro®� t7O TENPFRATUE RATING OF FIELD INSTALLED WOLCTORS MUST BE AT LEAST la DELL F. 1 Ir�Ir J 130171 1 160 DEG C 1.TERMINAL STRIPS ANO GROUND LIS USE C[PFEt CONOU"m OLY. L�J ' P T 172 CONNECT GROW LUG IN PANEL TO A SECURE EEARTHGGROWUt 1 Lins 173 CASHED LINES REPRESENT FIELD WIRING FIELD WIRING SECTION 1 I Y 1 f71 �---- -- ---------------------------- -- ---J f Fo Em iY1 N PROJECT: FUJICLEAN SINGLE LINE DIAGRAM DEMATO RESIDENCE SUFF=OLK COUNTY HEALTH DEPARTMENT APPROVAL 355 RILEY AVENUE H.S.REFERENCE NO.,R-20-0605 MATTITUCH,N.Y.11952 DRAWING TITLE: I/A OVOIS SINGLE LINE DIAGRAM JPAGE: SP-200.01 GAT[:D4/R7/RD 2 OF 2 d SITE PLAN HATCH KEY: CL PROPOSED BUILDING ADDITION PROPOSED ACCESSORY STRUCTURE Y W Z O W O N EL=10.55' I PROPOSED 2ND STORY s.` .• '<" - ,' 'q W EL=11.63' _ -15.0' `` a W }: N-70-5110011A b N O m � Z c� 23: >- n) I I I-- Ln FADE '�E� : 0 0 0 EXISTING GARAGE -- - - - - - -... _ ...- ------ ------ - �- LA w IS NOT PART OF - - - --- - - - -------- �" It m THI5 FILING �aQQ .QQ PROJECT LOCATION & SCOPE 0 - RENO\/ATION TO EXI5TINO FIRST FLOOR I SITE PLAN & ZONING DATA = p - NEW COVERED FRONT FORC H I z --- - - -- -- - - --- --- ------ ------ --- ----------- - -- Q w' NEW SECOND FLOOR ADD I TI ON - --- - - - 002 .00 > It 0 GENERAL NOTES --- - I ENERGY TABLE Z ------- - -- ------ OUTDOOR s__,._ -_-.,., .,, _., __.. __ , _.-_____._....... ____- ,. _ _ _. ._ __„�._.__,.� ._•.- i STRUCTURAL DESIGN CHARTS O SHOWER _ -- --- -- -- -- -- - - a Z ri cr F'RJJEGT ( ZONING 17AT,4 � I QQ j,QQ HOLDOWN ANCHOR BOLT i N TAX MAP I 1000 I43 04 I01 ' ' LL W cfl APPROX. AREA OF EXIST. _ _ - - _ - - -- -- - __ -___ -- ---- ---- __ -- - - --_ - -_=- _-_ _ - __- _ -_-- /� QQ aa N ARDS Y � 1"�T O RPENTRY WOOD FRAMING MATERIAL STA D I �� NOTES � SPEC I� I GST I ONS GA FOUNDATION, CONCRETE, AND MASONRY � � SHALL BE DOUGLAS FIR LARCH #2 b BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE _---___- __- -- - __-__________--__-_- --____--_-____--.___.__..--_-__----____-___-- _______ -_-__.-_-___- I. ALL LUMBER I. CONTRACTORS TO VERIFY ALL PIMEN51ONS OF EXISTING FOUNDATION AS IT U IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP'1•FIIS CONSTRUCTION DOCUMENT BINDED � ---- ---- __- _ -__- -_-- _-= - __-' Q TOGETHER AT ALL TIMES. IT IS AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, _ �I --_---- --_---------_-.---_-__-------_- ___ -_-_ ____ �- -- ----- - - - - --- ---- -------------- -- ----- - ---- --- - INSULATION II I - d7 OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 'BD. BOARD IN5UL. PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING SUB CONTRACTORS IN SUCH A HANNER TO ASSURE THAT THE CONDITIONS OF ` - _ - --_--:- - - `--- - - -- ----- - --- - ------------ �`- - - - --- ----�� Z O SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JU NDDI THAT A PRODUCTT ORIPROGDOUBELPROV R T TINO LEAN A PROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. !BFE - -- BASE FLOOD ELEVATION I INT. INTERIO - ! W ` (V 8 MIN. FOUNDATION EXPOSURE. ----.------_- __.___ _ ----- _ __ ___ _-__-- -----_- ---� J w GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L I BLDG. BUILDING II K KIPS (1000 LBS) 1 I--• r•1 GENERAL SI S TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO TE REQUIREMENT5 OF THI5 DOCUMENT -- --_- __--_ _� --.__.-,-______,_ _-_---____---_._-______________=______Jl-,_=_-________.__ ____-__-_________- _.__._-_____--_.-_____ _ __ THE 3. LL - W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM PROVIDE SILL SEALAN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/5G. FT., U.O.N. BM l BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS Q W }- APPLICABLE BUILDING DEPARTMENT. IS NEGE55ARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS --- ___-__-----J�---_--_______---_-_--_-.----__.,- _-___-_---_-__-_ -_ ___ _ �_,_- _„.___________- _._-___ -- - x J�_ APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4-O BELOW GRADE, UNLESS B.O. BOTTOM OF _ _ MAX. - 1 � 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. __ _ __ __ _ __ 4. AT FLUSH FRAMING USE I6 DACE METAL JOISTS HANGERS BY TECO OR OTHERWISE NOTED MAXIMUM ALL DIMENSIONS, CONDITIONS, AD APPLICABLE INFORMATION OF EXISTING --- _ -- -- --- --_- _ - -- --- - _ --=-JI _ Z EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL I -� _ STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. -- ---- ---- --_-_---__---.-__-__-___- _ -----...---_-_._-__ _--_-_______-________ _ ____ -____ _-,I J �_ - ------- ---- - 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL ��MIN_ _ 11, MINIMUM I- In 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS --- . - -- - - _ - __ __ .___-__ ______________I---__ --- __ -_- __________________ _______ ___ AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 1� TIER OF FRAMING 15 IN PLACE. 111 C) O G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ia88_ O O O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, _ -_- __----___ -__ _ -- -_-_-______JL_ =________jf--=--_________-_____ _ _ ___ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. COL. COLUMN ll NYC BG l NEW YORK CITY BUILDING CODE OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFID - -- ------- ___--___ --______-______----___ _ ---=--_l�,___-_-- _--- _ __. __I__ -_____-_ ____ ---- - - - --_-_-- __.___� m 7. ALL BEAMS, GIRDERS, ETC,. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED - CONTINUOUS I'O G _1 O 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. L GOVT. -�' - - - -- - - �I _ --I ON CENTER - -- - - - - SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE -- - DBL. DOUBLE _ II OCG. I[OGCUPANCY = 0 WITH THE WORK. GRADEMABK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. <_-- ____-__-__-_ __ __.--. ___--__--_.-_!L-___._,_-._______,_ _J___= _________-_ ___ _______-------__ 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/GONGRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION -- - -- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P T REQUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P52o-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 ____ -_____- _ - - - PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLESS APPROVED BY THE ARCHITECT/ENCINEER. --_ =_ DAYS OF 4,000 P.5.1., u.o.N. DIM. - DIMENSION- - -- _ -- - - P. GONG. POURED CONCRETE ! J 00 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET _._- __-- __ _ _ _ _ ___ ____-____________ L_ ---__- -__-__ __J_� __ ________ _ ______ _ ___ _ _ _ 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE G-003. GENERALLY, SHEATHING IS OF I/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF AN51/ALTG A 190.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MN. OF b" FINE GRAVEL OR SAD WITH D it �' O BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER __ •J. - _- DECK J015T5 --- -- -- ;1 PL. PLATE Z 0 (D FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN (- ----- " - --- - - - .__. ,- -- - --- -_r_- - `= -- - ____ __- J ,H � 8. DRY WELLS AS REQUIRED BY STATE AN17 LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. II PLYWOOD � r-1 O - - _- '-- _ -- ------ -- - - - _ --' �, - - -- ----- - ---- -- - WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 I ----- - I ! I. 9. Do NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE tl. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF GDX GRADE. STANDARD SPEGIFIGATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - I ELEV. !ELEVATION -- -- - k P T Il PRESSURE TREATED I1 Q •I NAILING AS PER FASTENING 5GHEDULE ON PAGE G-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 -_ - -- - _I- - -- ---- 10. OWNER/BUILDER ARE RESPONSIBLE FOP: ALL INSPECTIONS, APPROVALS, (I) WALL TIE PER (3) 5G. FT. --- --- _- ___ - __ -- _-_==,r _ ____ _ _ _- _____ ____ DOCUMENT, THE GOVERNING BUILDING GODS AND ANY ADDITIONAL1=-_--__ _ ___ __ _______ ______�' _ --- -- - -- - ---------------- --- - - -- -- i,' CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL REQ D � REQUIRED � W 0 EQUIP. EX GT NGT -- _--- II- ------ ---- ---.. .- - --- - 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JO NT AT BRICK LEDSE AND PROVIDE WEEP HOLES, -- - ill Ri I'i RISER I Ln = r"1 EXIST.-- -_ - _ -_ --__- - -- -_ _-- -_ -- - - r Ln APPROVED EQUAL. EVALUATION REPORT. MAX. 32-O' O.G., TO DIFECT AVY CONDENSATION TO THE EXTERIOR. I_=__ r -_ - 11. THESE SET OF DRAWING5 ARE THE PROPERTY OF ANTHONY PORTILLO, RA _---------' - -- - - - =__ ------ --- - AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. $LOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR ] RM_ ROOM O Q F.A I -- --- - -_ __-_-- --- -- - - - -, _-_ _---- - - - ----_ _-_ _ _ �: r-I J O A5TM P5456 STANDARD SPECIFICATION FOR EVALUATION OF FROM FOOTING TO 2' ABOVE FINISH GRADE. - JI--_-_ - ------- - _ _ -----1 -_ II ROOF RAFTER PERMISSION FROM THE RG GT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FRESH AIR INTAKE R.R. FOR SUPERVISION OF THE WORK AND 15 --- ___-__=- _-__._____-__--- R THE SIBLE OR IS NOT RETAINED 14. PROVIDE X OR055 BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE ib. NO CONCRETE OR MASONRY WORK IS TD BE PERFORMED IN TEMPERATURES l -- - -_ - - - - - ---_- -_--' ----------- - _' - - - --- - -- - - - RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O'. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO FAR , FLOOR AREA RATIO STL. J'STEEL ------------ --- SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED DN FROZEN SURFACES. -- - - _- _ __- - --__ --__------ -- • -- _- -==-1`____-_._--__-_____-_----------__ --_. .--_-_--!I 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE I F.A.V. FRESH AIR VENT - - - S_V. _ �I SMART VENT - W _-- I- -__--- I [--- -_ _____ 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL G-003. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - -------__'-- -_ --- ---- 1.5. PREFABRICATED WO OD G ! WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR I TBD jI TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 5GHEDULE AS GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENT5 AS - - _---- RUBBISH, WASTE MATERIALS, TOOLS, ETC., C;LEAN GLA55 AND LEAVE WORK r -- -------- -- - - _ __ __ - =-- - 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND ! - _ -_ TEMP GL. TEMPERED GLA55 V BROOM GLEAN. --- - -- - ------ ---- - -------- NEGE55ARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF ELEV. FIRST FLOOR ELEVATION W WHERE EVER APPLICABLE. f-- -_----._ - �L - ---_------ ----- ---- CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, I - ------ --- --------- - - 17 PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. I FLOOR JOISTS_ THK. I THICK V 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL _ _____________ _________ ___ _______1 19. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A --- - - "--- ------- ---'"_- _ - 11- _ __ - --- J = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL --- -- ------ U J MIN. 10' DEEP PROJECTING 6' ON EACH SIDE OF THE FOUNDATION WALL. __ -_ AND ORDINANCES. FOUND. FOUNDATION T.O.W. it TOP OF WALL GENERALLY SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPEGIFIGATION FOR GYPSUM - -- < PROVIDE TWO #4 DEFORMED EARS CONTINUOUS IN THE FOOTING. ALL 4 THICK ___ _---- ----- it - FLOOR SHALL NEVER EXCEED A Ib" SPAN. WALLBOARD, ASTM G37 SPEGIFIGATION FOR GYPSUM LATH, OR ASTM G79 CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION ';Tr �I TREAD Q Ib. THE CONTRACTOR SHOULD FULLY 6UAFZANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYP5UM 5HEATHING BOARD. ! - - - _ _______-___ HO1�DOl�N DETAILS TYF I OAL= N L= I NO/STRAFE NS R OU I RD1 ENTS FOR - — - --_--- --- - ----- - - - - - --__-__--__ _ _ _-=j Q 0 //�� I `I �I t� � I � ------------- ------- -F,hSTEN I NO 5GHEDULE A ALL HARDWARE TO BE INSTALLED A5 PER MANU. SPEG.'s;MANUFACTURER URL. I FT/ SHEAR, � L=ATERAL_ W I E_ RES I STAT�1�E- NOTE: TH15 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 � Z O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (5EE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, W = N j ALL STRAPPING TO BE IY4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - G52AND ROUGH OPENING FRAMING REQUIREMENTS) J T4 ALL NA 0 (COILED STRAP) ►LING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE FUSE Lu IOd NAILS IF STRAPPI140 IS OVER PLYWOOD; TYP. FOR ALL r (SCHEDULE A5 PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) � < uj >- HOLc>oWN HOEDOWN '�' ! -- ----_— -- - ------ ----- --FASTENER SPEC. Z CONNECTION A DESCRIPTION - AND QUANTITY )[ SPACING Z ROOF GEILINO FRAMINO E- LO - FOR NEW $ EXIST. j 1.DIM's ARE FOUNDATIONS \ry - ----- ------ ----- -- - --- - - ---- ------- O ENDWALL _ ............. RAFTER-- ...... �^ 2.. COMMON NAILWoIPREBORED HOLES.N.Ws BASED ON C) OF ONLY A Ibd 1- ------ - -- --- - - -- ------ --- --- Ir -- ---- - ---- r- - ---------- O C) O (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE RR - 2.HOOD 15 ASSUMED TO BE DP, 2 a BTR. IN DRY USE - _— -- -' SEE PAGE G-003 PER RAFTER 0- Ln co ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) HEIGHT STUD HEIGHT STUD CONNECTED TO 5ERVIGE - - - ----- , --------- - Z Itt m CORNER STUD TRANSFER SHEAR Y CONNECTION: 2 n _ - - SEE PAGE 0-003 PER JOIST -� � CEILING JOIST TO TOP PLATE (TOE-NAIL) �` l CONNECTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL ______---___. ..__._- ____.-.__I ______ -__ O TRANSFER SHEAR - I �ry • - _-� (EVIDENT DURIN6 INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) j' = 1 "SIMPSON" HD05 # i FOR STRAP - SEE PAGE G-003 EACH LAP 1 J- HOLDOWN ANCHOR ® 2-Ibd COMMON 3 g d COMMON • . • . + HOLES,SET NEW MEMBER. ---- - - - - f- - 2-I6d COMMON I NAILS ® EA. END OF STRAP. 1 r--- - ! Z ° LOCATIONS NOTED j NAILS ® 6" O.G. • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED Q W NAILS 0 b" O.G. +s ON PLANS l lo" O.G. IF BLOCKED `• • • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) a-Ibd COMMON EACH LAP J l 10" O.G. IF BLOCKED •,:...:Z�...........,. G.J. G.TIE • ------- FOR -- ---- ------------ -- I ---- -----�- ------ CORNER POST ROOF SLOPES UNDER 5:12 WITH ?N 5.SEE SECTION b FOR ANY REOT TO CLINCH THE NAILS(TOJ CORNER POST j "" •. USE 4 8 d COMMON NAILS ® COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-003 ! PER TIE - it > O 00 ROOF SPANS OF 24 OR GREATER, TIGHTLY BOND THE END OF THE NAIL TOA 90 ANGLE,SEE -- "SIMPSON" �' -- 6 D DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY -------- -- ---- -------- --- - Z 0 51MPSON HDQB I I � ` � ----- �� I --- -'' HOEDOWN ANCHOR ® - I� EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) j 2-Sd COMMON - EACH END J SECTION 12.4 PLACEMENT OF NAILS E 5PIKE5 6 TABLE LOCATIONS NOTED _ SLOPES OF 5:12 AND GREATER. GR 4-1 _---_—_----_------ ------ --- -- O, ON PLANS I RIM BOARD TO RAFTER (END-NAIL) II, 2-I6d COMMON EACH END Z � 4 - --- li CONNECTION �I � B2 - - - - -- - -- ------- ------- -- -- -- - ----- ----- ------- - , � CV AT RAFTER TO TOP PLATE TO STUD W?�LL FRAMING l u_ W CD -�. CONNECTION: In rI (J- f:, --- --- ___ _ _ j + HOEDOWN INSTALLATION OPTIONS: .• ' ...--' 1-------------- -- - -- - ------- ----� ---------------- I` = Lfl 2-Ibd COMMON PER FOOT Q FOR NEW P. GONG. FOUND.s FOR STRAP - 5 8 d COMMON NAILS ® TOP PLATE TO TOP PLATE (PAGE-NAIL) I r HOLDOWN CAST IN PLACE w/7/8'(P THREADED ROD /r 1- --- • • SEE EA E GE MNTTONN RY EXOF 15 IF OR NAILINOPERMITTED IN ' • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE ...-' • • • • j ---------- -- ---- ---- -- ---- FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s �,.,. ...... • • NOTE*5 l - ----- ---- - -- ------- -- --- J 7/8'41 THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO CONCRETE w/ SIMPSON SET(HIGH STRENGTH EPDXY E3I MAX. NAILING GRID ABOVE UTILIZE r _I • • � STUD TO STUD (PAGE-NAIL) I 2-Ibd COMMON 24" O.G. i S ..................._... ... i ----- ------------ - - - -- I------ - Lu ° 5 'I - HEADER TO HEADER (FAGE-NAIL) --- - �'----Ibd GOMMON---- Ib O.G. ALONG EDGE51I ADHESIVE), 8 FOR TEMP.'S O F-40°F USE IMPSON AT I IMPSON # H2A (OR EQUAL) RAFTER TIE � -------- ----- I (HIGH STRENGTH ACRYLIC ADHESIVE) FOR TOENAILING 3 8 d COMMON NAILS �_- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd GOMMON PER STUD it U FILL TOP 2 COURSES 50LID d CAST IN PLACE HOLDOWN i .ILLJ W/'7/VV 7/VV THREADED ROD CONNECTION "' ^-•-......•„ • FOR G.J. TO R.R. - oI 16 d COMMON NAILS REQUIREMENTS FOR "`••••••-.........,,•„•••_.• • BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED C.J.'5(WHEN ----�_ _ -- ------ AT G.J. TO G.J. CONNECTION: EDJo15T, or BLOCKING (FAGE-NAIL) 2-Ibd COMMON I� FOOT = APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW -______- HOLDOyNN 'G' HOLDOWN 'D' -2 _16-d COMMON NAILS FOR G.J. TO G.J. - a 16d COMMON NAILS j� FLOOR FRAMING 1 Q I FOFOUNDATIONIST FOR NEWLY POURED CONNECTION GI G2 ------ -- ---- ----- - - - - - r- -- - -------- • - I 4-8d COMMON �r PER JOIST 1 J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL)', FOUNDATION ® ONE STORY ONLY -- (3) 2x FULL. ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD /+ ---- ------------------- - -- - -------- - ---114-- -- --- --- SIMPSON” CONNECTED TO 3 2x FULL f '�J r BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON j EACH END 1 TRANSFER SHEAR - '" • G2 :. _. _. TO STUD CONNECTION: --- -- --- ------ ------ ---- ----- AT STUD TO FLOOR A55EMBLY III l ) ° I BLOCKING TO SILL or I HOEDOWN ANCHOR ® NAILS COMMON 8 HEIGHT STUD Y -"" • a ---------AT --- ---- _--------_------------- 3-I6d COMMON - - ' EACH BLOCK I LOCATIONS NOTED - "� TOP PLATE (TOE-NAIL) j I I NAILS ® EA. E j -- --- - - -- - -- - - -- - -- III, - --- --------ON PLANS 10' O.G. IF BLOCKED � G� FOR STRAP - B 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON I' EACH JOIST CORNER POST I ° I ND OF STRAP — -- ---- - ` o JOIST ON LEDGER TO SEAM (TOE-NAIL) 3-8d COMMON PER JOIST I r_rFOR EA. PLATE TO STUD ABOVE B OR 2-I6d COMMON - `. ° BELOW - 2 16 d COMMON NAILSBAND --JOIST TO ij - j --- --- j 0.6. I NAILS ® �" ...._._...; jl BAND JOIST TO SIL or TP(END-NAIL) (TOE-NAIL) 2-Ibd COMMON 1 PER JOIST jj '`•...., j I PER FOOT ROOF SHEATHING IFI �I l STRUCTURAL PANELS: SIMPSON" 5TH INTERIOR ZONE 86 COMMON ! b" EDGE / 12" FIELD D14RJ CONNECTION DI D2 SOLID III PERIMETER EDOE ZONE. 5 I " " j BLOCKING 8d COMMON b EDGE /b FIELD HOLDOWN INSTALLATION OPTIONS: - 1 ,1 ,C{ o EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ,I Sd COMMON 4" O.G. ,I UP TO 1" RAK.- OVERHANG FOR HOLDOWP. NCAST IN PLACE w/7/5"0 THREADED ROD j ----- � -- CEILING SHE�THINO - - -- - - - ----- ---- :.. _ f,..- •�• ...,� p�' _� �D TO FLOOR A55EMBLY TO SILL i� I EOR EXIST. P. GONG. OR NEWLY CURBED FOUD.'s f PLATE(5) CONNECTION: D2 CONCRETE w/ "51MPS0N" SET (HIGH 5TRENGTH EPDXY L t7� FR MIN. """""""-"""""I+ j' GYPSUM WALLBOARD I 5d COOLERS 7" EDGE / 10" FIELD ED ROD IMP50N AT - - ---- - -- -- - --- - AGHESIVE), dDFOR TEh1P O PR40 F USE EMBEDDED 12 INTO CORNER FOR - RAP '.� S d COMMON NAILS ® EA. I; - --- - - -- ---- - --------- (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR - J ° • _ AP (WRAP STRAP UNDER SILL PL.) I 1 .::......:` E=ND O STRAP --- - - ---- ------------- ---- - - -- -- ---- SPECIFIED ON WALL SHEATH I NO -- -- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID CAST IN PLACE HOEDOWN *.. • FOR E,4. PLATE TO STUD ABOVE $ OR BELOW - i - ------- - -----------_-- - -- ---..__ -------.- -- -- - - -------_---- -- -- l Sd COMMON r- ---- � II 6 EDGE / 12 FIELD w/7/8"V THREADED ROD �" .., � --- - � I II �V � STRUCTURAL PANELS - ----- ------ 'i �� _2 I d COMMON NAILS 1I j ALTEt�IATE CONFIGURATION ABOVE STUD TO �- ---- -- -- - - - - ---- - - - -- - - -- - -- - 5d COOLERS - --------- ----- FLOOR CONNECTION w/ # LPT4 SIMPSON (OR _.____._._.__.. STRAP w/(3) GYPSUM WALLBOARD - _- --LEERS__ _-- - 7" EDGE / 10" FIELD ' .I ...._...... 8d NAILS® EA.END - -- _ z L. I ��/STB I � W I NDO1�l/D�®RDR STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES - ------------ - --- -- -----------I w .. OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATH I NCC (SUBFLOOR) ALTERNATE USE O - -- -- NOTATION: 51MP50N H25A) 0 1 --- ---- --- - 8d COMMON b EDGE / 12 FIE -- - A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 184) CONNECTION E - r LD ' —I STRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.235,P. 241) - ......................... • \ ---'- II IOd COMMON j b EDGE / 12 FIELD -I GREATER THAN 1 : G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.230,P. 242; -•- -- { �L j�_=it t ALTERNATE AS PER TABLE 3.23D,P. 243) -... • -- _- -- -__ - -___ ___ _ _ -- -- MISCELLANEOUS FRAMI NO GRAPHICS - _- - CONTINUOUS BUILT-UF C I RDERS, 3 OR MORE SUfi FORTS I/� I /� I,�I �"-� /� }� I/� (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A F I R E R L,O C K I 0 FOR L 1 T ORM Y X10 01� R/-i M I�i L/ O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE III O Q ; JI ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SFE( .'5 FOR ADDITIONAL INFO.) ~ a) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) = - _ __ -_= 5 N Jf/�j�`j, `�TI/S tII^�'//y�' %',I{// J Q U _ EXISTING TO BE DEMOLNEW PARTIAL HEIGHT ISHED WOOD FRAME (L.G. 5TL. Lu CN ~ O LLJ �/ W WHEN APPLICABLE) ', rl ..J EXISTING TO REMAIN W e-I NEW WOOD FRAME (L.G. NEW FOUNDATION WALL '..i/ I�i Q W >_ 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" 5TRUGTURAL z .� WOOD FRAME (L.G. 5TL.. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL i . Lo P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 0O O WOOD FRAME (L.G. 5TL.. CL Ln m WHEN APPL I GABLE) Z m O Z Q W J J 00 Z CO Q Z e-I iL W U Lo IIX %-I Lo c-IJO W IIIU W ~ U I Q DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED EXISTING WOOD ., STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT DECK TO BE OF ANY DEMOLITION OR CONSTRUCTION. REMOVED v, EX15T. WOOD DECK . I I I EXIST. KITCHEN I I � I I I I I I I I L I I T-- -r EXISTING GAS =I EXIST. REMOVE EXISTING METER TO GL. j EXIST. U-TRAP EXISTING WALLS FOUNDATION WALL r -1 REMAIN TO BE EXIST. TO BE --- - - ABANDONED d - BATHROOM, REMOVED (TYP) - _ EXISTING STAIR REMOVED XIST. DININ , I E G —TO BE V ROOM - REMOVED X O EXIST. m II' - EXIST.ELECTRIC - N , PANEL TO N ® BEDROOM REMAIN EXIST. WATER W-� HEATER TO BE_\_ - - - - - -II � f;EMOVED -- _. __J I I I I - ' EXISTING WALL5 2 (3) 2X8 HEADER TO BE EXISTING REMOVED (TYP.) w ELECTRIC EXISTING WOOD METER TO BE POSTS TO BE RELOCATED U EXIST. HVAC REMOVED;4 UNIT TO BE TOTAL Iuj " REMOVED - 0 I ej (rO u l EXI57. LIVING L77ji -- - -- ---- - —" --- m;tROOM EX15T. t BEDROOM tc 0 EXIST. WATER DEMOLITION NOTE: SUPPLY TO PROVIDE SHORING AND SUPPORT TO ALL AFFECTED EX15T. PROJECT: f REMAIN STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT CIL. OF ANY DEMOLITION OR CONSTRUCTION. _ DEMATO EXISTING WALLS RENOVATION TO BE fi�i�Ofi�OS;�I7OUNl7TI ON DEMOLITION 'LN - EX15T. REMOVED (TYP.) -- - - - -- ------- — -- 5UNROOM 355 RILEY AVENUE SCALE: 1/4" = I'-o" MATTITUCK, N.Y. 11952 DEMOLITION NOTE: 1) ALL EXISTINO 4I TO BE 2) ALL EXISTING ROOFRING TOI BE REMOVED NDOREMOVED DRAWING TITLE: ----- -- - - - ----------- -------- ------ - 5) ALL EXISTING CEILING MEMBERS TO BE REMOVED - - PROPOSED DEMOLITION PLANS PROPOSED F I R57 FLOOD' I7EMOL I T I ON PLAN PAGE: SCALE: 1/4" = I'-O" 101000 DATE: 11/17/20 5 OF 13 : OF P4E��I 0E I E RAL 5��rt,-150 L <E� : ALL NEW WINDOWS 6 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING S FLOOR PLAN NOTES Q V A 5TRAPPING DETAILS. - - - - -- -- - I_- O EXI5T'NIO TO BE DEMOLISHED NEW PARTIAL HEIGHT ! WINtDOW CHART � T - WOOD FRAME (L.O. STL. . . _.... - ._.. . .. __,,.:.._..:.. ... __. - -.. .._ _ O SECONDEFLOOR.NCONNECT TO NEW BORE IN 1• d MIN IROAITrAI RISERS SHALL BE MAX. 1-3/4" R O STAIR NO NOTE: 0 WHEN APPLIGABLEJ EGRESS I 5 ALL IRS SHALL HAVE W Z O EXISTING TO REMAIN - BASEMENT OSIN J 2. 42 HIGH GUARDRAIL d SPINDLE SPACING ROUGH OPENING WINDOW DIMENSION j! CLEAR NOT TO ALLOW PA55AOE OF A 4" (P SPHERE; W NEW FOUNDATION WALL I ,<R.. %;� TYPE MODEL # !I OPENING 2 PROVIDE NEW 6A5 FIREPLACE UNIT. HOMEOWNER TO 36" HIGH HANDRAIL Q SPINDLE SPACING NOT Q W STL. WHEN APPLICABLE) I I ,, _.�___........__.._-_.___.:_:. WIDTH REQ'D: 20 O SELECT. CONNECT AS PER MANUFACTURER SPECS; TO ALLOW PASSAGE OF A 4" m SPHERE NEW WOOD FRAME (L.G. TAG -- - -- -!I- - - ------ 1'JIDTH HEIGHT WIDTH HEIGHT iIHEIGHT REQ'D:24' PROVIDE ALL NECESSARY VENTING. Z -- F ; 3. 6RIPPABLE RAIL AS PER CODE ❑ STRUCTURAL a 'I NEW ATTIC ACCESS - PULL DOWN STAIR: WINDOW NOTE: Z OPEN REO'D: 5.•1 5.F. WOOD FRAME L.G. STL. f',-f _.--- A - --._-CASEMENT - GW35 '1'-I " 5'_O „ 7-O �" O3 I. MIN. 350 # CAPACITY 6 NEW I-HR FIRE RATED MIN. (2) 211x4" STRUGTUi / f ---- -- -�-- --- -- - % O I. ALL NEW WINDOWS +E DOORS SHALL BE ANDERSEN 4-II ( POST FOR 4 WALLS 2.51ZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 400 SERIES CASEMENT, DOUBLEHUN6,OR GLIDING I-- Ln WHEN APPLICABLE) (MIN. (2) 211x6" STRUCTURAL _, ; -.. B l CASEMENT GWI35 _ 2-4 2-4 3'-4 22"x30") POST FOR b WALLS), U.C.N. . J J„ -5-i" J� 3._ HR FIRE RATED (A5 NOTED); INSTALL AS PER MANU. SPEC.'S. FOR O ! - --- - - Iri - _7- 't =- , 5UB5TITUTION5, SEE NOTE #ct IN "GLASS WINDOWS O 0 -- - -- ---- -- - --- - - - - IL_._.._.. - - - -- - Ii, 4.DBL. FRAMING WHEN NEW OPENING NEW 2-HR FIRE RATED -- G CASEMENT GWI5 2'-4 " 5`-0 1 8.b S.F. AND DOORS ON PAGE 6-002 IF CASEMENT a WOOD FRAME (L.O. STL 5. INSTALL AS PER MANU. SPEC.'s WINDOWS - ALL CSMNT WNDW5 SHALL HAVE 2-4 i 4-II �' WHEN APPLICABLE) Jr -- -- 1, -.-.-.--_____.., --_ - I-- 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS STRAIGHT ARM HINGE WHEN m i D CASEMENT l GW25 4'�q" 1 5'-O 4'-8 II 5'-O 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE Z L --- --- - DOOR NOTE: TILT WASH O ( I' E CASEMENT " j( " " O 1. INSTALL NEW INTERIOR DOORS WHEN GALLED 3. ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. = D - - - - J ----GW23 -- `F" _ 3_Q 4-8 2-I I - OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND -"- I -- - - (4) - " _ ,_._ " 2'_4 " 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED WINDOWS (TYP. FOR ALL) U.O.N.;2"xa" HDR. U.O.N. Z W DOOR SGHEI�ULE -Al [ �_ GWI25 - J� = �-4 2-4 2-4 II, OUT ON PLANS BY 'THERMATRU' (OR EQUAL). a J ------- __- j' n ISII I 3.DOOR TYPE TO SELECT EGRESS NOTE: T fb S J DOOR j� -MATERIAL ' G AWNING A31 �� 3-0 :2'-0 2-I I 2'-O 4.INSTALL AS PER MANU SPEG.'s IN COMPLIANCE WITH NEW YORK STATE BUILDING 00 3.PROVIDE (2) 2"x5" HDR., U.O.N. CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF O - - -- --- Q tt1 �Ii NOTES - --- --- - - - :, E'' „ „ li „ 4.SEE PAGE 0-003 FOR ALL OTHER FRAMING EGRE55 SHALL BE FOLLOWED: - -- - < _ =--J - _ - -- --_-- -- ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. NET CLEAR OFENINO........... 5.7 S.F. Y O TAG DESCRIPTION Q H CASEMENT GW15 2-4 3-O 2'-4 2-11 SIZE THICK. NET CLEAR HEIGHT............... 24" MINIMUM - - ---� DOUBLE-HUNG= II=- TW210410 3`-O " '_O " 2'-I I " it 5'_O " TEMPERED NET CLEAR WIDTH................. 20" MINIMUM Z - -- - - _- - Q Z EXTEROR114 V-1 -^ LL W (o 01 51 NOLE 3-O Xb-8 -- --ji - -- (2) I'-4" - - -----_ _ Lc` .� --, I • 51DELIOHT5 fry O It -- [-- 02 51NOLE �r 2'-811X6'-8" - ; ` • it • 1�( 03 4 PANEL �� 10'-O"Xb'-8" • D _ 0 � 04 -J� 4 PANEL l o'-011X6'-8" + . . _.,. . jl____•. - -� __. m O Q INTERIOR FIRST FLOOR - - - - - - - - - - - - - - - - - - - - - _III � LULI I' 05 DOUI3LE SLIDERS j 2'6"X6'-8" II • 1 - - - - - - - - - - - - - - - - - - - - - 1 �� --- -- _ _ - --- ----- _-_- --� - ---- - - --- - - - ---- ----- -- -- q i • _ BARN DOOR - - - - - - - - - - - - - I - - -- - - - -- ---- - - -- -- A- Ob ----- - --- -- - - a 07 -- �; ---- SINGLE -. :2'-&",X b 8 -- • II. ___ - - -- - 4 - - _ -- m PROVIDE NEw 5 E 08 �� 5INOLE 2'-611X6'-8 • I 3 9 3 2 GAS OUTLET --- -------JI -- - - - L - - - - _ , 10 a 4y 03 09 I SINGLE � 2 O X6 8 # • ,: i. i �' I - - -- -- - - - -� 13 - -- =_q- _ _ - y� • i Itit II gu; - 6 Q10 SINGLE 2-6 Xb-8 = o2 ry ry1 Lu - tu I I DOUBLE - SLIDER 4-4 X6-8 ;i, W - b-oNEN z , �_Tmm ry � I 100 S.F. ®,A 6 1 ND FLOOR _ �� 4 _ i INTERIOR - SEGO O O6 ROOM - - -- - - - - - NE NG dJ -- 140 S.F. _ 12 DOU13LE - SLIDER 4'-411X6'-8" ��/ ' -f. I PROV. NEW _ 00 ( 1 DN. 13 51Nc�LE POCKET �I 2-b Xb-8 _.• SOFT CLOSE - - -_ _ � WINDOW 1 - • I' �E ;AFT CLOSE MATCH S INC - -- - NEW 14 SINGLE POCKET 2 6 Xb-8 ---- I ry -- �. _ f. - - - - - - - - - - - f - b O 5 4 10' S r I - - - --- _ - - _ - - -- - �r I � I I i b, �„ ry GL 15 SINGLE POCKET 2'-611X6'-8" -1 -- • {' SOFT CLOSE - - --- =___�L---- -- ----------- ----J�--- J�. ..._T__=._.._ fi. . .-_- _- ---- - 6 10-0 - -. ... _.._ _ ..(...- _ _ b'-3 b'-3 -3 -- w ll - - _.-- - - II y2 y J/ PROVIDE NEW AS - -- --I'--- - _!--J� .SOFT CLOSE ..: DOOR; INSTALL AS RANGE 0.�! 3 Ib SINGLE POGKET 2-6 Xb-8 • II O PER MANU. SPECS. INTERIOR BASEMENT _ _ v II - - _ - 5=0" 3'-O"-tet O Z _ Q, i m 6 NEW FULL � I"1 SINGLE--- ---2-b Xb-8 L` _...._. + .. HEIGHT -' MODIFIED O SII BEDROOM -- - -_- - _ -- - --- I__ BASEMENT O' ---- - Z - - KITCHEN b' p 245 S.F. �. I Z 0.1 FOUNDATION PLAN NOTES I ELEGETREIc - -- - m I a ' § Z' PROVIDE NEW WALL-HUNG GAS HOT WATER HEATER: 12 - I - _ - - 8 - METER W.G. A-4ol � ~¢ OI 1. BY "NAVIEN" MOPFL #NPE-2405 OR AFPROVED EQUAL _ ____ __ . I - - '-�-"�- - - _ _ -- - O PROV RAWER z' I 0 p / I EXISTING GARBAGE MICRO, z O7 - w 2.HW FLOW RATE: 11:2 GPM GRADE Ii 3 II �� __ _ 4.MAX GAS NPUT5.ENEROY RI IQ 9 O BTU/HR;CONNECT TO EXISTING 1 U 12 O " LLc -- GAS METER v O - - _ cn O SINK i ---- DNATURAL GAS ii II _ 13 _ _ - __- , F- Zw - - PROVIDE NEW WALL-HUNG OAS BOILER. O �jl m I iv I x O8 NEW `� 0 O2 1. BY 'NAVIEN MODEL #NIB-150 08 APPROVED EQUAL - ' u� I • .0 - - E -- - O GL. i 00 2.HEATING CAPACITY: 135,000 BTU/HR I i;� = _ - 12 S.F. ry p locr 3.CONNECT TO EXISTING NATURAL GAS O I �; O REMOVE EXIST. I J m NEW V Q a ------- WINDOW 8 4'-0' 4'-O PROVIDE (1) NEW 3 TON HYDRONIG AIR HANDLER: _ -_=='I 1 z I REPLACE w/ NEW 6 - -- DN. - L- ►n I' HUNG O i. UNITS BY "CARRIER" OR APPROVED EQUAL ------ ----- --- ,�" ;_ - __ _ DRESS DOUBLE 2.PROVIDE TONNAGE FOR FIRST FLOOR "ZONE I";UNIT - - - -- -- - -- - -- - G - ----- - - - --- O LOCATED IN BASEMENT. �- - -4--0y:2111 � 3. PROVIDE HOT WATER COIL AND CONNECT HOT WATER04 FROM NEW BOILER.TO NEW COIL. I^) I^I �/�� I -- PROF. i' `►I NDOY `� l `SELL i EXISTING - i I (2) NEW 3 p `H FREEZE PROOF HOSE BIB: EXIST. O4 FASTENED w/MASONRY ANCHORS (PREGLSE _ : ELECTRIC BASEMENT NEw LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) SCALE: I/4 - I -O PANEL Q b -- - FIREPLACE _� m �j TON _ _ _ _ _ _ GONDEN5OR5 PROJECT: 5 FOUND � P05T5 FOR WD. DECK: _ _ O REMAIN NP I MODIFIED -- - B LIVING ROOM NEW DEMA7 - BATHROOM 411x4 WD. P.T. POST 4 12' P. GONG. PIER AS PER DECK EXIST. COL.. T j II i i - DETAIL (T`rF) PAD FOR RETE O 5 Q - - 2,0 S.F. ,0 S.F.ERS R E N OVA' : ` (VERIFYCONDEN551ZE OF NEW OFOUND $ POSTS FOR WD. DECK: b xb PO. P.T. POST 6 I6 P; GONG. PIER A5 PER DECK - GOND. PRIOR TO 6-4 ry POURING SLAB) DETAIL (TYP) N - FOR WOOD STAIRS 0 GRADE: 2- j UP 2- �--)\ 2 m _m oa ;o �- 4" 355 RILEY A' O MAX. '' L UNDER N2"x12"� F.T. TRNGIRQ5TRINGER5 ®PON EXIST. WATER ( I 1 A-301 A-301 =ry 11„ Q = A-301 MAT'TITUCK, N.N A-301 U.O SUPPLY 17 NEW O TYPICAL LEDGER BOARD a EXT. DECK: O 2'-O" � I I'-lOy2 7'-O' 3-b � GL. b._1.. iv � Ob 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS G O 12 S.F. DRAWING TITLE: 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAG BOLTS ® 10 - - - -- I6" O.G. - 5. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (O8I'-I">� 11 PROPOSED FOUNDATIO EQUAL) PROPOSED FIRST FL001 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d BENT OVER TOP EDGE OF LEDGER BD. D 91 5. SEE NOTED DETAIL NEW FULL 8 MODIFIED O MODIFIED 24"x24"x12" DEEP P. GONG. PAD FOOTING EXISTING HEIGHT A-4ol =ry 5UNROOM BEDROOM O GRAWLSPAGE/SLAB BASEMENT I u� 4 ao S.F. O AS PER NOTED DETAIL (TYP);W/3.5" STEEL i - I 140 S.F. PAGE: COLUMN i- HOLDOWN: =ry 01 to I � la'-Io° z _= lo'-o" a O HOLDOWN D A5 PER PAGE 6 003 - ry Q It 6 -Kzi '' 4 F! A -102mCjAr `} b � _ 4114 ® _ II BEAM POCKET (TY'P) - - - - - - - - _ - - - - - --- - - +-- - Io NEw b ul CONNECTION 5._b.. b, , 5'-5.. EGRESS WINDOW WELL: 2I,_�/2, Q q_I, To NEIN A 6 A DATE: 12/29/20 6 12 PROVIDE NEN EORE55 WINDOW WELL BY "ROCKWELL; SANITARY = ELITE SERIES" bb"wJC60"H. OR EQUIVALENT. INSTALL AS _ 30'- SYSTEM 5-�2 NEW COVERED PER MAN. SPECS. , I 6 ,� PORCH 'n b m Q 100 S.F. WINDOW NOTE: A-401 = - - - - -�-- - - -�- - 13 1. ALL NEW wINDOW5 d DOORS SHALL BE ANDERSEN 400 - - - - -- - - - ALIGN POST ..� - -- -- --- -- -- - SERIES CASEMENT, DOUBLEHUN6,OR GLIDING (A5 NOTED); 4'_52 q'-1O" 4,_.Sy2„ ABOVE TO INSTALL AS PER MANU. SPEC.'S. FOR 5UB5TITUTION5, SEE - FTOS. (TYP.) �� 7 NOTE #q IN "6LASS WINDOWS AND DOORS" ON PAGE.,I/ r 6-002 IF CASEMENT WINDOWS - ALL G5MNT WNDW5 20 O SHALL HAVE STRA,IOHT ARM HINGE WHEN _ V f 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT50, L - - - - - - LJ iu r, „ WASH _ 3.ALL 6LAZIN6 WITHIN Ib" OF FF TO BE TEMP. 6L. TCT 4.SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND rl WINDOWS (TYP. FOR ALL) U.O.N.;2"x511 HDR. U.O.N. EGRESS NOTE: ➢ -- � �' . `"`°y- � IN COMPLIANCE WITH NEW YORK STATE BUILDING G }�'� �I }�I PLAN IL COPE, SECTION R310,2.1;THE FOLLOWING MEANS OF FROFOSEr� FOU I ` DA71 O I `� PLA `4 D FLOOR �I � EGRE55 SHALL BE FOLLOWED: � 0�0� .1J IST � I `� �a� NET CLEAR OPENINO........... 5.1 S.F. p G GG 5GALE: 1/4" = I'-O" p� SCALE: 1/4" NET CLEAR HEIGHT............... 24" MINIMUM I�BBO `� ��OSS I�BC/O S. HHB I TBL Sfi� G I,B80 S.F. C fi�OSS � NET CLEAR WIDTH................. 20" MINIMUM 0EI ` ERAL I t,,-150L E I : QQ U EXISTING TO BE DEMOLISHED NEO PARTIAL HEIGHT = WOOD FRAME (L.G. STL. \� uj Q � WHEN APPL I CABLE) J 04 EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL L J >- Q W r— STL. WHEN APPLICABLE,) I I' tF MIN. (2) 2x4" STRUCTURAL o Z NEW I-HR FIRE RATED Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J H J WHEN APPLICABLE) (MIN. (2) 2"x611 STRUCTURAL POST FOR 6" OALL5), U.O.N. - ~ 0 NEW 2-HR FIRE RATED r Q Q Q WOOD FRAME (L.G. STL. �- Ln m WHEN APPLICABLE) Z m Q NEW DOWNSPOUT NEW GUTTER p DOOR, SCHEDULE TYP.) o ; Q J 00- - DOOR MATERIAL 0 J TAG DESCRIPTION p I 1 NOTES - - - z � to E THICK. p i- ' SIZE tti _t Z >; 4 Q L- - --- - - - - _ EXTERIOR NII W W �S)O1 SINGLE ? O Ix 51 NGLE l l - " NEW DOWNSPOUT NEW GUTTER 03 4 PANEL LLJ 4 PANEL 10'-O'X6'-81I a'-311 121_ 8,_"�� 1 --- P �2 F `v2F---0 ------------- 04 - ---------------- --- --- - - ---- ------------- ------ - H INTERIOR FIRST FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w U ' uj _ __- 26X6-B -_- - --- �. -- + - ---.•---• - 5-8" - - � 8-O - - -� 6 iv I (- - - - - - - - - - - - - - - - - - - - - - - - - - - -I 05 DOUBLESLIDERS I O6 BARN DOOR - 31_DII�//II nll I I' I - I 0.7 SINGLE 21-61XV-9511 -- -- T " 08 51 NGLE 21-6"X6'-811 - -- - i , 1 26" >&< I 001 SINGLE 21-0 X6-8 , II ----I II ---------- 10 -- ----- -- - _ .:'.- ': L_ _— -- =JC. - - --- - - __ __ - - -- __ - - _ _ _ - � � __ - __ _ - - ____ _ - � . -_ � I I . I 0— M ELF—\/ATION NOTE5 < 0 1. a t= a) Lu Z 0 o � NEV4 ROOFINO: Lu =) CN SEE NOTE a SECTION _j - T-i � 1-1 Lu . 9 PROI CONCEALEP FLA5HINO AT ALL ROOF uj >_ INTERFACES. c� m ;� NEV4 51DINO -0 (1) Z� . (�) INSTALL NEI HARVIEPLANK LAP 50IN15;H.O. TO SELECT E� /_,�) L-0 / &\ -IIIIIIIII = >- f_, , ,"", , � , FIN15H COLOR; INSTALL AS PER MANUFACTURER SPECS. ... ,V," -_ '"'I, I I , 11�___, - _j I -111, ...........-.1.1111,111I.I.I..'......__ -1-11,11,11,11,11,11-_ .1 'I ,"', _,_ 1-1 -1-11,11111-111,1111,'ll""I'll""I�'ll""I'll""I'll",ll,",-",'ll""I'll""I'll,-,,,I-111�=111111 I'll,.......4%,-"_---_-___--_ ,.Z.-.,�..�.l.t.�,,�=��,�,��"", , `_" I- � ,"', - ...� _=�... ,"', ___ --- _1_--__1- 1-1-------1-1-1 ::�- �....- 1-1111111.1...I..�-.-.",-""....-..--�-1-�,�1-1111-�---I L �44 =-'_'-',_,_'_,'_ _=� �, -----' I� 111,11"I'll"I".1,1=1...... -,--.�, �_111,11,11-- 111,11'r "I -, ,,"" , "", ..... ,�,,,, =�_ _"_,_��__ - ---.__1_-_....... ..: I " " I'�."",--,�ll,�ll,"--","""",-�-�1,11,111,111,111,1111,-- __ 111,11,11- -11- ".. ......� 11 - ,.,-= ,__�_ ", ._ __1_.1_..____ " _" _","_,_. , ... ,:, ._--1_-_11111'__--1__-1____��4___-,Z_- NEN SIDINO .�-111,11"�"--�-"�-��"�ll",-"�""I'l"""'-"I.....11..."'...1_11,11,11".1111",_----------1"1"."`111__1=_.........�,._.,=11 I ,�'..'.'.'.'.'..'.'.'�.......�-"�-,:_,,�,:._�:--.=.",---.,.,��"'.""'�..........111�1 ....�..... -=��,�.,.=="""."��,-�,-", I'll 11........I."'.,.'.'.",�ll.,�l.,-..�.�II."'."""""��".,.:,�'111,1.-�'ll""-.�n=,.��.- .- . ', .- Lo �c ... , , '' -,-",,�_ __--1--.1",-_ ,\\zzzl"""-,,-"Zzzl111.1111-1,-:�-��, .,� ,- .....:................_:""""",":�_�................ -----------_'___,,_, -�ll-I'll"""""'-"',�"-""--"",-,"-",""-'��,---,l="",-,-"","",17"""""-",.,,",,-.,.,.""",�7... ....=,_.......=_...�.......�__ _,_ - -� -1 ,,',"',-,,,----"----11.1111-1 .I-,--,�"I,---"------,------", _"________ ", . .. ............. _", _- _�=ff_ __ ____ ______,_ .__,_""______........... �.................... ...................�................�......�...... �........_....____ _....... _ - , -"'-- -1-11,111, -,-..- ___1-------- I -1___ft22T _ =...= _,_ - w a) 0 _11-1111-11-11, ... �,_= ._:",.::�'�' ""Ill (S "_""'=t"_ _ � l ==, "I ,--,"I 11i_11'_m'__"_!'11_11111iZ_1_______�_� � _ - INSTALL NEI HARVIE5HINOLE SHAKE SIDII H.O. TO ,,-,, "== �'I'l��",.-Z""�l,-,,"4-�;"",",��ll'�11-11,11 1_1=7 7,=_,_;=,I- 11� ",',"",',,"",',,',,, 11,, 11 . I ,-n�._ " ---_', - __z — , "__ ___ _ ,__ ,-,",___ "--"- _" ___ —____1_1 "I', �', :" -I Z",v--I I I I,---"-I I— I I 11-11,11, I__.-.1 ..- ___---.--I I t .�I 1-1111,11,I 11 ZI-"-"z......_'_____ . SELECT FIN15H COLOR; INSTALL AS PER MANUFACTURER "________,,,,_I'll,I--,,,,,,,-,,.,". ...-, 7 - _==', - __.. ... .............� ____=7,__=_==_ ___",=.........." '_'_ -, - "" C) o o =.. - "",___"� , ---"- __ __ - ��_ _.. ....�, - -"I-�Ll-��-��ll��'1--�"1'1'1'1�I..... I'll..."I'll", 11--r-'1111-11, ,�-..�-,=,-,---�'I'll",�'ll,�1-11-�'-'.��-�'I'll,","�,'ll""I'll""II-1"""I'll'�"'-"��'�'.'��.�lI � -._,_1'__, __i�: �� 4 _=',=.r , ="�....= ,=, _, _ - __ ,_=........ _,�...�------� --1"'x".�1-1--....�_,,=____ =__'_',_ ______'_..... -, �,--��,�,��-..�-�-�-�-��-..', __' , , 1111_--_ "'' , - , _______11, --, ...�, , � 11. .......I'll, "I'll" _11-1 I,',,-1111____-----11.1111,---,'"----- ,z . --------_1111-,"', -11.............. '':=,-"�"-""'�"""""""""-","I'l-I'l""I""-,-,"'."-��,.,-",-Z"",",-",-,.-- _=____Z_,", ,"",Z"_'_"........ .. ,....� "="-..,.----. "".'Z."""""""""""""""""'Ill","===', ,"'=��, __z= � , 1.11-,- -_-1111 ---,�,�ll,�Ill""I'll""-�'ll"�'ll"I - - ---I-- _____ �--=Z'�'"""""""""",:�"-",","�= .......... __,,-" =�, -""-,',',",',',"."-��..............��,"'�:,'-',',-,,-Z�',',--'=-",�.................. � ",__ _ ___ 0- Lo w -, " _1- -_ _11111=11 .1 -=11111 _,_�._ _',',',',',"'=',,__ ,--"",----- --"--- ..... ___1 ,-",- lzl=�_ -,_ I ____ _ , , �1'1111 I ! ��l I -1-11111 ___ = ___ ___'_ _,_11 A - .................. . ..... , ,""" .....__ --1111,11,11,11, ___........... ........_ ___."_______ - ____ - SPECS. -,1_-111-1111_111111111 _"'__�..... ,�Z��- ==�_, ,I_ __ ..... " __...__,=,==..........=,�,_ �_"_",,__Z�_,__:,-,�,�,�, __77__,:�"__=_", ',,.........___-------_-,....... - ...... -,-,.= -1 -_ ,, ,==, ,__..............._z_,��,,,,�.............� , , "I'll, __ __," "- _.....� ......� �---------�..........�� _ I .-"""""""',,",....... -11,11,111-1111.1 -111 -1111-11-11,11, -11,11,111,11111, ",',,-""",........_ I Ilzz�,Z� z I . ...z .11" ",", ,"Z...... m �!....." �___, , "_", , , , , _",, � ��Z�� 111-111- - __'____ _-, __------------__ -11,11-111--l","___,_'_,_ ............- 1-1-1--.111-1- __ - , - >_ It m _...... _= ... Z11,11,11"..""I __1,1-1-=�_11111-1.1- �, ,_ --,-',��" ,= �==,"I"',""" I �' -,-��-�-111.111"==�,r�n,�-""",-"-----��,=�-�Ill'-Inl"_,_",=,�'ll,rl",= , �T!�-,,, , ____----------------- - NEN 5/4"x2" 'AZEK' (OR, FEW: ��,, I -.-..= �-11-111, -��I 11 ---! I I I jl� � ] i I ji�_-, "n"_--------'I,- - 11" �",--,-------,I ,-",- _ ...... """,_,, "�- -----11 ..............._,__....................... ___ _', _,_ ,_ _1111111_- - ---_ __ - ........ .... ......... -,-, -,"" "''______ _"__,_"",___,_, ......._ _ ------------------______ ", ____ ................�.......Z" �............................=__�,"z"'_",__.,.__1.................z"__'_..11 .'. - 1-111, -1......._',_ -------------------------- ---------_......... =_�__.___,Z',:_"=,, _': _� I ��,-'' - I 1) PROVIDE AT ALL VIIIINDOV45A�OOR5 (T*Irf') ��......_...........�_ ,......� , __ ��a ______z_tz,z__ Zz!,�Z_: ,--,-__..._, - "',_', �= -, t I ! ! � � I �� """.'=Z��=11""""��--� "'"11-1- _�W, Z=,_ "......... ........ , _ . --.--.--- I - ! I i i �I I " ----� _,_ _ .......-""--- � (�) - _�',',=��.,z= 1.11,11,11,11,11,1111,1_111=11=111 -�- __1 __ � � �� i- ,��_.�,��="--,z��11'1,1��.,��1111 .... 7== "_==77'�'_", -"",-,',',,'7",='-",',',',',',,',,',-'.'-,,-�,'�,-n,-,"�=,."�""",,-",,�""","",",�""","�,==,,=�-:��.,��-, ___ - __ "I'll"- _,__ _,__,_"_ _"�--- ---_------_-----1_1 I I ,, � — _"--"------ ,,___ -----.,_____"_ ___ ', ",, z ...... 11 z- t,,_-1 z __�_-, "'............�.- .--1 t 1-11-11 __ ___ I 0 I 2) PROVIDE AT ALL HOUSE EPOES (T`1fP-) - , 7��_ =__,=��_,=,_=�.........r__-� ,=.- ","-,','== ,________, - ______ --------- - ,-,-...-", ""' � , ..... ....................... __ =',111�1"==�_ , - _""--____...__"",___ - ", _................_____ , =................__, =",==,=_= _=,��,_"_, , -, -,.-- ____ ___ __",____ , I ,__�,,=_ .----__"",____ l � I 1 [ I[ �] � I j I I 1 I !1 1, ................... __" = , 6 ___, -11-11%,--,____1 -4 - �-- , , , -- ... ......=��.,-,-.-".,,. 'I�""I��-�-,��z��,��-�-��,-�-"""�I ��__=___= ,__=............................� ,_................_� ...._=......�__,""�....... --------.-------------------.-.-____ . ,, .-,�� ____�......................... , -i I -1 _1 �-I- ""","","",""""".'."".'�...........:,."'_"'',_'_'__, _=,............. _'___,_�.......�"'_',""__,"",,'_', �................... _-------------_ ", ___--------_.....�..... " 1111=-'11,111,1'1'1= ..................___=�..............�_�= , - T - ________------------ "I, "I 1-1�1111=1_11"__ ___._ ___-""-�' �.......=�", �� __ _"��=� - _________________________i=---------- � � -'�_111=...11`__,=',_...... __ - I F__...... I I i ,_ _ ,_ , - I:1 11...7- __7....=,'__---_"',, ',',�"�',"','-",',',,'-,,",,',',',,,,,,-,',,',,',',-,,,',',',, -,:-",-"-",-",,�,,,-,-,',,7,,,,',',',','7,, '-'--- -------. - it , - � z=, _= _ �;�_ ,�:��"=_ ,,=,= , - 17,7, ,',',',',',",, � ....=='==�,��r'=� ��,,�,,-,,='=�,",=�,,,,-,,,,,,,,,,,,,,,,,,,�,,�=--,',",',',',',',-- , - "�:,,�,,"_�,', ___ ,-,-,11 ---- __ ------- NEN DR'rER VENT: 1-1--_ _-1____._ _....11.11 _ _ ---] I _�L� III 1 �� 1 [ � ! 1 � ] ! -11�� l�'I � j --- ___ ____ __'_ ........---_____.. ------- �__ - - - ' ,, - _,_ --=- :� , ,_,:_Z_�_,_=zz=�,'_-'= ,,,---,---- -_� --- I . z � LLJ I -======',',',',,',� ,:=__,___._ ��-=",��,��"",",==,===:-�,:�i-�-�� - I I I 1 1 -----",,","�_,=111_11�1,I�=,__"' "�".'---,-,-��""-'�ll,�,,�ll,"-"",-""",-,�-11,�,��,T�x�-,�-��="",��", ---------___ x�,�,,�,,�,,,�,,,,,,,,,,,,,,,,,,,,,,- �,_-, ----=-, ---------------------- SEE NOTE a PLAN ......� __........, ...................=...�==...........__ __ ,= I'll, .-.1,1111,11,11". -1- ..................... "I ___---,-- � "__.......-,,, ""r",r__..�................... .....:. ...........=_'= - __ I .-�'I'l",",","""",'I'l",","��,-�-�-', " ,_.'_,__ ", � ... ==._='__�,�,'=1'1111�....I..,."-�""�"""-""""""",',�""".�ll":::""'I�........_,".:................................. , L J -t I I_1� .-I ! -=--� _- ---------------- < I (�) i I ]____�_L ___ � I '.. -11. .1:-..-___z:=',........=11111Z=11111=111 ,"', _� ______",___ _j � I [ IL� '__'.,� "==... .......: 1_,_,______ - - A[ i i - I _ Z_,�, ------- .--- _________________,_________ , , �, '."",.:"-"""","",",",=. ....._....�................ _...._ _._� - _=____=____ -.,------ _______.-______ _-Z,111.1-�� .... ..... , -- , __=... �, � ........................_=___=_:_:.-_-1-1111-111,11-11...."""","""",,-"-l-,---",--,---,- -"",- -=�-- 1, � -I oo "I'll"1,1-1111,11, i ,---- --_____- ii - - --- --,-._ =_==�" -_ --,---., =-_ - NEN PECORATIVE CORBEL5: I ___11.1-1 1.-I---I'--- _____--------- - __ ____ _____ -111-11, 1- _,=-�_'�T=I�n_ , __ I - - _________________,_ _________________________ � I .. ,_ .. . . ......... . * i . ""_" � T�,,=,�..... ,=_=="��, _.-a"'a, ......................�...................... " __ __ - ___ __ �� - �-��"I'll""I'll'I'l,",'I'l""I'l""�, __ __________.__ - "I�'I'l",",,-",",-,"",--,-��=��:,.",', _�, - -- _ I—— _;_;,�......._-----------------�.................... . ..... - ____ ___ --",--- �, �,___'_ -, - _____- - -________-��------___-__--------_____________________---------� > 1I (:) IT;5HOI AT '1111-=- - �,,11-1 ��4 - � - I I"I'll,"",','_',,",,,,,,,,-,,",...�',�:_"._-1,11"111,111,11"�'�'_'._._-I 11 I --- - HOMEOANER TO SELEC I....-1111-11 _........-, I ----------- -----/ .. I-1 I,--,",----,--.__ ---�........................ :-------_"-_',:-,- ,:�___, - --.---------------------------_____ -_ _ ---------- --_-_-______________------- Z 0 C.0 . I _____ - ___________ __ .- - - -, - ...-...� """-""-,-""--,"-l-l�,�,''-��-,_",_ - .11-11 -, 7, - __ __ ___,_ "________"_",____ ,_ == --------------- __ ---------.--- - ------------ ______ @ .......... -� __ � __ - - --------------�---------------------,-- ------------- - ____ 5-112"NIDE X I'-cf"HIISH ...�'�"'�""""""""��""""""""",- """"�_ =-a-- (I - - I -1 T1 Tj , ______ , _,_"I'll", - ...,. ��==M�m"��_�r,�,�'.,,,'=�,�,, , ,=== , ______-------- __ _____ --------____------I I—___ " _______ ..1-111111111111111111.111-1 I 1,111_1"',...."," I�I'll 11111�11_1 1-�.:7�'=-'�"'.-::"r-�'�r��-n"�==',',',',','�,a'=',',-,'M� = ---f�r--�,-� I , "-"-,, _'1_,,......... ;�f....�,,�,"��;"', ", ", -------- --------.--------,--------------.-,--- ________---------- 11 1-1.1. I..-------- .-.-,.,-., 11�I 11-11.11........... 1"....1.� ---. ..1.11 - - _____ _ ---------- ------- --- -------------------------------- _____ , , ""',"",_ = _____-------- - -1-11,11,11,11,11n..-__ �1�1'1'11'11111�`,"","1'1"""',�''I',"","',',"", ___�-11__-__1 I ____1 T'I �_�,_ -__,_________,____--__________ ----------- � __ ____ ___ - ------ __ - .-�-------- ---,---- --------------------- ----------______-- ___,_------------.-------- �c C) ____ "r'... . = - ." , I - , -��=�_.,==',�......��,,...........:'_,,�, _", NEN FOUNDATION NALL ABOVE ORAME: ...W, = _= _�, I-----,------ "1� __ _,"" -�,� --.--------.-.- - - __ __ 11-1�-.--..--,---- - _ ___ _� -: W,, I— ______'_,_,___ ___ _��....�".", _", ____-1________"'.__ - -_ � - � ____ -_- --- - - --- ",, - z > 0 PROVIDE BRICK VENEER AT PERIMETER, OF HOME I�_=�� - I" __ ___ I __ -,--- -----. I - - - _111 I",',"",',,,..........__...,"_ ,,--"-,-, - - ._11=1'1'1=1'1,1'.�1'...___.1 . _____ - - I______ �=,,, ==_= -=------ ,, -; t 111-, �_'_,......... -_ - I-- I : ____ - -- 1-111"1-11-11, , _"'1111�=11111111�11 ____=_� I� '=1=_ l�� " 1! -_ - --- ,- - - I I � __ __ - -_____----,.- T �,��,,,,�,,��,,�,��,,,,,��,,,,,,,,��,','=,",". .1 ..11-11_11--',____ ___ ____""_____,__ ___...�..... _1 _____ I : < Z T1 NHERE FOUNDATION 114ALL IS EXPOSED. H.O. TO 11-1-11=1- - ] i _ - __ .......____ - 1-1__-----I------ --____._ I I i� __ .---__--------------- ; I i I 1 , ",_", , I -";,- �",',- 1 �O4 � i i ______�----------- ______ __.--= ,,:,,,,,,-,,.,.,. =r',=1_11"1'==___....=,:...__ =�___�-------__ .- -_ - I -i SELECT INSTALLATION PATTERN 4 FIN15H COLOR -"I'll'I'll""I'll-�1-11�,-��.1-11� -1111,111,11,11,11, , I 11 .....1-11...-1.11.........___111111..1_.1.1-.....____...�-11-11-11._.........._____..._._-_1---_ I � == L' ' 1 1 -------------- -______ - m CN - --1 --------__________�____ I I I I I -_______ ________ __ __-__ - __ 7=�__", - I—-_ : i , I I i I -� _j I "__ - - - I'll, "I',-,'I,-I., ____ ---------- ____ , , _.. - 1-_-_11 1-1 I -_ -------------- � ----------------.------ I LL I:,----� ...... i : I I I __ -- - -11,11, I 111_.1-___..__ - __ - ____ ____ __________ , - I", ""',==_ - . 1� 1 n, , 1. _=111'111,:1',,_=_1__,�_._"1'1111111111111 . "7""',=7", I .._ .. .- 1_1111_11..1111-- _,_"_,,_'_"__,_ ___ ___ ----------------- 1 1 ! ! LI CD zzz,,,,_1,111,11",� . ------- -----,------ I __,�=___=_=L__ _____ --=-----.-- I 11--= � I _____ i I _� I 1m1_1,1m,.1 i I I :________ cl ,,=,',',="'n._..._,,_ I 1, Lo Im T-1 � ----- ------------ --- -- ! 11n1-._z-n,_1 ",-��',�,��","",��,��."��,�,,�,�,,�,�,�",��,-,- �"",�,=�",�_�,�� ,�=_,_�_��_,_�n�......__n=- I I I ;� -I 11-z�1111111_1,�..", .- -------- I _::..-1� .____-.11____,____, -� -------. . -i __ I I . I I � . � -----____ ---- ! - - . 1� ------- ------- ---- � � � , ""' lI I 1. -11111 A-401 .--- ________,____ "/--\,: ,['I. =:) Lo I ! is 11 - ------ i ___________.__ I - � __! 7 �j r _ -____ I I l 1 ------------------ _____ - -1 =:=:=="=1--- , __ ------------,-- � ��E3 __ ___7___i______________ - �, 11 - __@ __ .- _ _ _,___----.-- __ I �- �11- z....._1_1:___1=__:_=1===_= - - --_ _____-____._-_ , _== - (�) I - I I ----"-" __ ___ � I I 0 < .. - ,�:_-_ ,- - _____--_- -� - _____ -__ -_ ___._______ -_ - _=__ - - I ! I - , _-_ \fj I I I I I - , ----: ----= // i I - - -- � - _]�, =:_� - l ___ __-11__----.-.- -- _ - __ ______-- _____ -7 = __ -1 _____--____________� ________1 �11 I- � -I----,----- . �11, I I I== ---------------- ____ - .."_",...n�"I"�::"","�l:"",":""""""1-11�'ll"��ll,�:�'I'l�,'ll,�=11"l.-�,�-� ___= I . --- T _3 0 --------____ l I I .I I i I i 1) 11 11 I I I �� i I I i I �, __-----________- _____-__ I ! ! � :I - - __ --------------------------- - ___ --------- - ___ - _7 - __ I - - ------------- ---------------- � I I 1 1 I I --- _____ ____ -_ - __ ____ ___ - I � � I I i� i - - --_ l ''I �� I ;�D=.:----- 5 ; I � � . � -_ - -_ ---------------------- _ ----------- ______ -_ i � � !I 1 1 1 --------,-., - __ - I -, _____ I � I 1 � 1 l I :, I, ______-------I_-- __ � � � �! �� i ! I ,� :� ;I � - ----_ --- ____, - _- ______ _____ --- " ______--- -----------=------=.--=-----.=,--------------- -_ - I � � l . � I I I - ____ - 1, , I ! , -__ ---- --__ - .- - _ __ __________- , ___ _____- � (� ��_______ ! i !i 1 1 1 : ________ .-.I--------- --,-------------------------------------------,.�---------- --- . - _______ - _____ i I i I I , 1 , 1 !I !� 1 1 i - = - --- _____ _____�!-_=- _:�_____ ____-_-77 I i I I 1: 11 III I I 11 !� I � 'I -- ----__ - __ I Ili ,I li �I �! ; i _: -_-_=__--- ------------- _________77_ ___ !I 1 i I � � � i �I 1� 1 � : I I � I � ------- _ ______ � I I I ! - - -_- � __ I I l � iI � � � I I , i � _: - i � i �� ; � �! I �i ! i� �: 1 , ,; 1 � I I ,, : I � - L________ _. w __ , I I I: I I I I � � � � i� I 1 I 1 � - I I - - =--- =_F.F�.---==-----_-____7L__:7 __ - =_ - ==== - ____ ___ ________,___ - ------- --__-__- ___ i i - ____ - - ___ - - ______ ----- -- - __ __ ___ -- ---- ----- -- - ,_ "--- ,--------- ___ -------------------- ------------ --____--------- ____ ------ 1_____ rr_ ----.____ - - - -�� ____ - _�' 4 l � ______________ -1 __ _ __________________________ _ ___ --�____ : ---.-- -___-----------___-----.,-___________--___-___________ I __ � D ___ ___________ __ _.. _______ -, � ___- I I I - -- ___-- __ ___ _ _ - ---------------------------------.----------------------------------------/-04 .__________________________---- ----------- -------___ - ,�_ ___-_________------. -- . _ ___ D l _ _ __ - __ __ ____ - ___ - - ___ _____ I --____ --------- ---------------____ ______ -------- - .__---____________.______=_�= ________---- 0 -----------------"___ I , - � ----__ _____ - - . ____ - - __ _ __--------------- - ____ -------. -----------.-------------.---i---�_:___- , ____ -------- - ___ - -__- _ -____ _____-_________-____ , ___ - , ___ - - -- - ____ ___ .--___11 = I - - -__ - _____ _____ -,�-��--- ---------------- ------ - __ ___________ ____________ __ ____________________._____ _____ __ - ----------- ---! Lu � - __ - I I --- __- - - I I - _ __ __ - . I ____ f .I - � l ------------ __ ------------_______--- -____ __---------.-- I - � - - ____ . ___ - - - - � -, --.-- I _____ --=-j � ____ - �_1 ______--__-_,� -=: ____- �-_-i ---____ -- ____ I - ------------- __ ---------- i______=: -- - - __ - - 0 I ; i � 1 � I = __ i 1: i I - --- - - --- __ --- - _ __ _ I - __ I I - --i ___l I __ I I I I I . : ---- --- i � I � I � --- - . I --- ____ -__- _-__--__ -__- - ________ -___ __ __ I / =-____= , ____ I z: II . ii � __ - _________________ I --,------- I -I---- _j � ii l ; - CD � i __ i I ; '' I - ___ - - - - __ _ ___ - ----------------------- � __ - -----------_____ I __ , I ______ I 1� . I i - I ,� I 11 - _____ : I ------- __ ----------- i --.-------- . il 1, _____1I I----- I I I : I � -------- - I 1: : � I I 0 _j I � � 1 I ! : l � I I i � __ � ". 11 : - I :i I - � _ _ - - __ ______ - ______ . i 'I �------1, w �, � i I I I I � - __ � __ � 1= " I 11 !, � I , I - - ______ � ____ ____________ _,__, _____ . - I ____=___ , I I . T . __ ! i ____ --------- __ i . 11 11 I I ; I I [I 0- ___] : I - _� ---=_ __ : ----,------- I I _-�--_-_-=____ I < �� , 11 - ------- I : __ - - 11 I I _ ____ - ..------- I -------,--.-.-,-- ______ i � " ___________ I I i :I i � i I i - ______ I I ______ I I , I� -_ -] (�) I - ------------- I -----! I.. - i 1: ;I I I 11 �� - I � - - __ - --- _ _ __ - - .______ -------.- .---- - � --------- � ... I � I � I I 1 1. �� . � II I =---- __ I I l -------- ------- 1: I ____ - � �� - I t I ., I� Z-,� !I I ,, I -_= _____ . I I , ! __ - - --- - __ __ _ _ - __ --- - \ - ____ --- - --- '� ",,,,1,,,,,,� : -1 - I: � I --- ___ _ ________ = : . I I ! k ,6 __ - _. ___ __---- -------- I I� �, _�] '_� - I I I'�." = - L=� - I --- __ !I I ! I I 1! � __ _____-- - 1. --=---------------------_---------____ _____----- _d)__ . I .1 � 1 1 1 � ,- I �: I -I I -1 ____ " I 1, ___ � I --- I i I I I I - -- � I 0 - � - - - - I - - '_1 I � ; I � � � � - - - - -__ - - __ - - � ----------, - : - t �, L : i i � - ------ I I - ___ I(�D �i � !---..-- ii __ I I I I -__ - - __ - -- - ___ - __ - - _______ .- - ____ _____ _. %I_ 1� =__ I " --=-.! � I / I �= ____J� I - � ___ - 7- I / -- I __ I __ " I I - _____ I - __ _______1 i I __ � I I : i ----I-- - I - - - __ - - � - , - , _ - - _ ---- -A -___�Dj I --- KF�_ I Ii �=,_l I ___ � I __ __ ____ ii � - --- I I - ---- ---- - ___ __ � - - -------- --__ ________________ ---------.--_____—-----___.____ F1 - -------- 2 ! � � I -_,_�__ -------______ --------------.---, __ - �------- _______ () � -T,wmn,-' I I � - . - -_ - - ____ - - ____-_--- ------- ___.___________..__. .. .--- ---____ __ - - - -_ --�-_-.----NEN BILOC --I � ___ - -] ! I ____ ---- - -------- __ __ ________- - - � I _ - _________ __ -- �_____ __ � I -___ ______ __ -- ------- - - - 0 --- - ___ .______=7= - : I i : - � - F.F. ]i I I �1 i __ I ��=_- - 7�� - � _�, l I , -,- I � - ..�-_ -_ � -_ - -_ - - , -_ -_ F.___ �/--ENTRAN[r,E -------j - f W _----------------------_ E�� __ _= � III 111'- -- - _ ,=:::::� ------- -- - ___ - __- --.---.,---- - - i -7 ff�j—1-1 ! - - ______ _____ - _______ __ - __ ,_ - ____ — __ - ____-------____ _________-___ � __ ------_------------I — � � �� -- __-, ___ __ - - � ____- -_. �- - --------.- - 11 - - - �: - ___ - ___ -----.------------,--------- __ � ______ _. .__ i — _____ - __ ------- I i � - � . �--------__--- / __ _! .---17 I I I----------____- - __ -I _____ - � __ __-_______._-7_ - ________________ __________ --- ' 1 ' 1 ' 1 I , I ' I ' I i �4 1 1 � I : . . . 1 . -A-. j � I I I I � I I I I I I =-7 I i I 11 'i 'l ,a- I- , , � , E I , i i I i 771,:� � � I ___T . 11 I I I I I ____ ., I I I , i I I - - I., I "__� I I 41- -------�-- - - - -11 I I I I I l I I - I � L J_ 1� i_,__ --F- �_T_',I�_r ':-T,'4 1 I - - - - I I I - � T 7- [_ ,-r _T _�, --IL* - I I I I i I -[-,"--F�_ ,'� TLIFil , I�L��_,q '- �i[El, - - SOUTH ELEVATION (FRONT) EAST ELEVATION (RIOHT sc)F-) I . I SCALE: 1/4" = 1'—O" SCALE: 114" = 1'—O" . I � i I I I � � I � I � — � , I i I i � I ! I . I i � I I I I � I (f) I �_ z I Lu E I a . 2 0 I 0 I _____ . -----------_--- -------.-- 2 >; ; I � I I -0 Lu . I / m I ..... - ____''_',,, _',,-�,'111 -11_11"--11-'111_, �_.",=,':""'"=',_.=:',7'_�'-7,-,',-:7M',7,',7�,7,,_ ,", -____-1._-1_'_,"__,_ ,,- tM.",= -tf��=z-,,--�,____ '." 11.��t111111_,-_-"'-," - - - - -4--___ �---.,--.- _____- ,=------=7,77-_-_--.- ---- - __ := __ - , , ___ �..._==_ - -, -4 ,�",`,','_".,._-"= :. ,_ " - ...7;�\r\ _ - __�:,X,a � , I ._�-�==�"_, ,... -...._,_=____, ______ - - -"I-- -.,,, ,;:"-\�",7,7,-�-�.---�-��-�,� � , " " : � . ,==' � ,-,11_11111�1 �,,�Z�:�_Z�',--_-__------�', - -------"" ,_;:�;��,,�� = , 11-11= _,z"�_:=___�==�11111='.1_111'1�1,1�1--,�:��=",-",-,-,-,-,-",-,'�--,."��'_'=.'�,'-"�,=�,��-,�,-,-,-,,,-,,---',__,n�',"',',',-,�-�",',,'_ ,,',=",n,,=, , ,__ ,,""","", ,--,,, . ,-,. _",__=,__z1_11=_11',_7,=,...:=�-,7-",7-.--,--.,.,.,.I.-��--l'-".""---,-�==", _ " _', ��7� =�, " ---�,-,�,:I","I--__-11'1,1_1�1,�,1-=1 z... ___ , �:o,z, _-, _, ��r�......--=""....�:�," �� ........"I"I", ,- I ; __....�---- �..........--_-___-1111.-...11 _____.___ _,".--__-,---___- ____.,______`'��t-�-=,�---�,��,��=',','.',�-',',',",',',',,.',', �-,,,,_,,,.,,�..........,...�.................. ,, _,,,,,,_, , t-ftf��,--a-��-r��,,,,-��--.�--- - __._"__,_"____"_, _ _,_',_,_,___.................... ___...............--"---, _,_"_,_,__ �,_____",, ........_ � _�_..-,�� ........�...............�_ , "I�, _._,_,_f� - ____ --- --- - v I - ___ - -,--,-,- -"",--- ____ __'_"_,_ ___ _,__ -,-,___"' __ �", , -- I - - _1___1 � =.�_-I.....1=11�=___ '_=,_=z....�_,==... - -1"�, -1- -_-_ .... . . 1. ==� ..........��' 1111=��=� --'I'll....___�"', 1. -1111,11-1111__......_111.1.1- ___ - ___ �-11 I � -- .... �,__ _,_ I I - - ",--,',"",=--- ....... """ --t-I 1----%-"I.---- I _ - ,_'__",--, "",,,,,,,,,�, -,- " � , " _-1-1_1---_ , _., �-- -_____ -..... -,-,'- -111-- 11-11 �"''_"", ______ ", ,�" - ,-"-I-.1""",�-1111-1-1=11 - �- �'-_�,_Z"z z:"I�-1-�,�,1,11"'I""1=11-I�'�-",-1,,-,I I _-,__ "I',--11Z'11111�� -I---- -1111, - __ ____"____,_,_,___"_, -,Z. ,I- _ , , " ____,", " .� ___ , -_ _"_ __"_ � -, � _ . ......._, = �__= _:nn____......_'_,m,:,"_7=7............_=_"",_,_""",,_,....='1'1'11'11,='11111777_ � i I 1-1 : � 1-� 1.I=-=-�I= .:=....I=�=_:_=_.. ...............................--------- ._1-11.1111".., "_ , =_" 1=,_�__:,",""",:'�_=='""., ,_ ___------- 'x'z','_z,;,-_ . - � _- ----�.�-�-,�.--,�-��,---�-"-----,--,,�-�-�.,---�,,��----,��"', ,__1 I - �---_11111_7_1---- ---- 0 . I I'll I - ,�Z____ ____________ -L_ ,7 - __",__ --.-,--,- ___ - �_ , � I'll,---,=-.�1-7�1-1-:11-"�'I'l-�,,��,�'.�-n_z'I�171 - " 1""' ,m-_'-z�, ,_ I 1-111,11,11-1-111111--l-,__ � I %1111��Illlz -, , -__=��_ ,__ �__, , I I.11-111,.-,.--, , , ��, ;��,==, I'll, _" I , . �1-1-11111 I'll, `j � I I 1__==_1=11=__'1_7'=------7,7.-_11-111,11, --='7____ ��,-_,__ '1'111=�., =111 11 z 11,�11_-i�11-x.....,------=�,`Ir=,I...z__11-=-,-'_',�',",z,,-_,n,_,,"',,......... . -, - - __ - ,_ Ir�-111,111,111","","","-"""".",.",-,�'I'll-I'�"l,-,,:-.,,,,,_,,,,,�",-,""",-"�,�"I...I,"_ _"_,""', . , , ,�......�" ,. - ,, '-,�',",,",z"-�-,-.,._.,_-,,,,,,_�.-,-,=... ....� 111.1 I �_==,, - ",_ _�==_�_=...��,�..... ............,", I ... ......=,=.......__ , ", =___',�, ", _=,�,__ __ , z" _.1-.1.._111________ -1-11-111111-1111 -1111111-111-,--�I—.I-1-111, ..". 11 . 11','-"- �.11.1-1 1.11---111,111,...............1111,11-11 I 1.� I II.. I� .,.... .......I—.I ......... .11..1.1.111111............. ........ .1111.11,-11-I . . � ------_--=--- - �- I , -11",�- -, .,,:�:�:, :1.1�11= "_-::::,,-,_1,='�..:��-�f�'='-.'-"77-��'77-777��-��',,,, ,-'�'�='-,--__-__,_-...... " , -_-1_--1-__________ - -.z z-,_-,,__ ,- I.I.I.._ __,_., _,7:__ ..._�............__11,1111.1111.1. 111.11 I 1.1.1-1-1-1 ____1.-------- 111,1111111I.I.I.I..1. -11-11,11,--__---_11-1-1 ....1..1.1- .11,111,111,......__...1._:�,_:,::_Z:='.I I'_'1'1_=1'_...""',._::,111�11-11,=,�....L.,........I_..: �....-, _ - ,____ :�� .... ..... 1111111111111..�_,"_ __-__ ---------- ___� -___ -I'�1--�-�-..r-,.,",�,�z,��,-�.�,�.......�....._ - � ,.......� -�-"�-'--,��;_��- __ ...... . ............ I - I__�..,=_'__'_'-"7,_�_=�="'="__1111.........�... " ',, _ _ "-,",— — ___ ...............= __== _��===_"'== - --Z=-=------=__1_11 z_ - '= -==- -,=�,-- --=— - I'll,I'll- ",� 11_1`a_��- - -- __ - - _111�1=_��_��===�-,� - - � __= —=-= ,==_...:=,"',,,-, ,,-=.....—- ,_ —______,.-. , - __-______ - -- , ..... -------- ..... _I I ___, _ -7 ---_='--_-, 11-11, - 1-11__1_,___,__ — - — I , - -,=,7,=_,,,.....�,= ---- ' __ — __ .— — �',_____,�,� ', " �Z� .- -____....__ ______ '�,,, _', "", _,, _,=................... , ,=__=�=-,� _=......� ==', z��....= =" " _" "V_�,:, _=I , �,, --,,,,-�r,,-.�\,�z,',,�,"�".,r-z�.-Ur--,-Zmuz,�r�__,Qz_- I I - 1-1_1 �......1-11_11 - _.........az'�, ... _�_=�r�z, ,_ _ - __-, �......� , , " " - I -I_,--I z111z"..z I 11 ,"z"�, �_ __--_'__ =_=_ ,_�....... ...�__= ,=�=...__=,= "- " ____,��= "_"_,�... � ..........._', -,___� - �� --____-__..-_..-__--- , IIIII-11-- ___ ______........_" __........... ................ _ �..... '__,__ __...................___..........� .....--__-_ _________",_""', ___ _ __',__,__--_--___ ,__"', __'"""'_,_,_,_,"", - - _ _______________ __________:=_=_ ,� ___-, _____ PROJECT: ___,__,__.__,_,_________ , " I-- ,�`=,n_='..==11111�...."�'_===...:-.,.,.,.",",",",""""�-,::,=..","�.11.1,1=1"11,.��:�.-�,�,,�""I",'ll,��,�=,Z""�l",�:�:11�-�:.�,�l"-��"I'll�1,11,,,�-:.":.,-"::",�-"l""��""�,,�-��".".:::,,,�:.�.�.,::Iz�.��:,r.""-,-,=,-,=::......=",:., ....",',""I-,,-_111"",_-, _�=,= '�,�""�'�,��1.1-Ilil=,-,=�="",n, -"!!�'�:��—,--'------�,.,------ _.___'__......______ �..._,_._____ ,____....__��,'= _ ,____. ............ ...... __ --- ___�_ , __....�.......� �_ ___ � ..... , -, _ _ �=_ -__ � .- .=......'_�_...� - , ____....� ...........�Z_,_,.. ... .......= �_� ,-, __ ,__ __ _,_===_�� ___,_='1_1' " ------------ _____ ___ " -, ..'-' _' _,"_: -,",-""-",--'-' - Z=_= _=_=___,=,= - ,Z_=,7==___= _==_= _===_=__ "-=n�=-.,��,,��,��=n:n::��'ll,��,�"-ll-i�� __7__ � __ , ...�'_=_. __—_____, =11_1��_= _ I _" __I---�','= I ,-- - - 1. _____________ - -= ____ — ____ -=�I'l�""--��-�'ll",��Z4,r�,��I ___ - " , � � ______ - — - _==_=,_-�� — "'="�""'�.,*-,,��,,�'ll,�'ll""I'll,�,�ll'�'ll'-�'111,11'=111,�,,�=��,�,,,�Z""=,=:,�,�,��ll,�,�_lz,�,�,=�,��,��7=��,�� ,� ,z��. ...... =�, ___ 1-11--__" I -11 _�', �Z_a, ,="", _—, ,-'Z=� , _�, =, ___ ___ _ ____..., _______ _,_"__ ,_ __ -".---, ____ ,__..._'_............_,_ _- ---------------__----_---- ____ _________.....___ -.,-,--,-- -, , ___ ______ - ._=_______ - - -_________ � ,_ — I 1= , - --,-,-,-,- �.............. "I'll",1-11,11111,I",',""I'll",%%��= - 7�� -,--,__' .��r,�-"!=��,�-�,�-""�,�"=�, __ =" t....... , — ____ ,_ __ - - ____ __ _____________ __ _==__--_= �__.........._',__,_____, 1--__1--- -------_______- _","m', _......................._ -."- "',_ __ __", ... ..................�_- -_---_=_,___=_....._=_...n, �_ __ =_,",==....�___�,, -,.....�_,_.,=_=__""_,=__ ,",_��__"I'll"I""'11,11-1""I',",, I 1-111-11- ____"_ ,______ __ __1_ �,�.. . ......�...........................� =_ ","", �"__ -... . ...................___",, , , ", ",� " ___' '., __... .... � ... ...�" ,_ , DEMATO '.. ...�=a, _ == , �...�=.......= �,.�-,�,�,,�."--.r.�.:,�.:�"""--�...�, _,_,�__::: _� �::,::::�:�:'�,::::, - ___________________.__... - ------------- — _=1-,_.=1,11'111.r......�="�l""Il",'-"-'�'-"-"""'."'�l=-��!""=.��,�l.- '-'�'--,,-��,�-1-1'll-l",---,,.�:_,:_,_�--..,.:::::",":="�,��-�.�-��,'�:.,-"'--.Z..:...�'_:_'�,_'_Z:%�:_'�:. � .. ...=,____'_'_,_", "I'll, -_ : , "---,,-"—,----,-",----------�.--"�� ---"- I --- I I _ ==__ — --- ____ ____ -_ __ . 11%.. I., "I'l-�,,�,��."X��=�"Z�=�1,1� __ _____ =,_, -_-,1=, - ______ __________, _ ====-��_==____ � ___ ___ __ — __ __ __ — — — — ___ ___ ,___. ---------- _ , _____ - __ __ ____ -------------- - - - _,__ _ _ __ � . ...1.1.1.1. -1111,11,11-__ �:_ "_:!!,�_�,�:��,,---- ---- ,=�,,-,:r ,-,---M','--- :- 7=1== ,n- ___ '--,"'r . - _ -______ --.--- - ____�� RENOVATION - �,�'ll�ll'I'l""-��-="'.��"",-�"--,,�-1.1-1��...."'I"" --�I'll'I'l-�'I'�l",�--l-,-.,��"I'�,'�""I'l""""�,'�,�,I-'=","�11-1-1-11,11�ll-,----'---�.�l--"",,��""-",--�l=.-.-===,�-.�.��--��--��=��.. ........... .......�........=', _,",_�_ ,"."11"111--,_ ----------- -------- 11_111111-1_11_"__, __"_ ,___,___, 11 __......... ............_ �� .��,�-�'.111=11-.�'ll""II-�=,-,-, ""","�""�,,�",-","",""""","'=""'I � -�.__ - , 111-11,11-1-1-11 11-11,11..., " ��1'11111_ �- . �1'1'11 �_' .1. "I'll"'I"-1- _," ," " ' "'-,--,�""'',''' '-"�,-" '' , - ___ --------.--- ----------- -------- ___ ------- =-= [,,-,�_,,,,,,,�,,,,,-,,,,�,,,_�,,,,,,,,�,,��.-,,,�,,,,,,,,,,,,, ........... ___, _ - . 1��,�,�� 1: 1 ,1---"�' ', --�"I'll""I'll ,��lI. ....��,,,� "", -" , '' ,', , -,. — _ _______________________________ " __ __==__"___= _=====__.,_.__- 1 --------- __""",_1__-11- : f- - - __ __ __ __ - .. _ _._______________ ,_, __ ----------- --- __ I ___,,__� � __ - ----------------------- __________________________ ______ _____ - - ____ _ _____ _ __ I � ----- - ------ -,- ____ - - _ - ____ 11-1 -__._-------_-_ z ________ __ __"","_,__"'_ _,__ _, L_ - _____ ___ - � __- --------- - - -____ -------- --------- ---------- - - ---�------------------.-.------------- II - _ __ ___= _-_---------------- ------- ____ ___ ------------- - ___ ------------------------------------------------ ----------------- ___ - - - ,,---=,-==, ==------=--===--n-�=-,,,�,MZ,,','.','=MM=---,�, - - __ . ____ _______,_ _____ _____, __________ ! ------- - — -----------------, --,--.--,--.-,—,-,.,,-,—,---,--""--.-��,��-- - - ______,__________ ,---"----- - I _ _ - I � .- ----.--_______________._________ _____ 1=� -__ - ____ I - - �!- -- I I ___ -1: --------- ,_ _ ____ - - __ '' , - - ,I F __ ___ -------- ----------------,_1 I I I-- ___ — � 355 RILEY AVENUE __ - - - i �_. --,--- _________ - - - I r------- - __ I �'��I I l I I -__---______---------__ --------- -__ __ - �� - I .. I �=_--- -=- � I _____ ----------- -� -- _____ -- __ � - — -----------. -11-111, I _r=11===____ _,__ ___= "--,--- - - �_=__,_ , I ! ------------------ --- _________________________ _� - --- - -.---------.----- — --- MATTITU CK,-N.Y. 11952 1 1 I I _____ -------------- - L - -__7_____ __ __- _____ ____------- __________________________._. - __- ____ ='== &A__-__ - [il , 1.1-1-1-1- ______ ___ _ _____ �__ .1 I : _ .___ ----------- Eil I -------- -------- -------------- __________ - (5--------�ii�--.----Ii---------.-� ------.--- - I - - - --------- m _ _ - _�. _ ==�___=�z .....__ I-- / !, L - L--- ---- -- -------- - . --.,.. ________-- ----_____.____ -,-,--- __ __ -a- --__ - -________ _____-- _� I In --------- .- __ ,="�__ I ___::_ ___________________________. ____ _ -- ------------------------ ---------- ____ II __ _____ � - _____ ---t_________,__________,_____ -------__ 1-1-1_11-11--- ----1-11-11-- 11-.-_1___1.-111 ___ ____,___,_"_ - I �I --=__=,1_._,_.___��:In_.::!,��,, :, 7 =�,�:,:==�!=�=n_,:'��_ -- ------711__1__1 - - - __ I ,.---,., � -"-, - I�zz�,1111111 -.1111-lz�...I,, �_........._ .I-11111-""',,____, ................. ___- - ,�", ,,"I _1_111�11�wlwll I---�-.---�-�'ll"��,��'ll-��,,�s�1. �Iwwll, . "I'll� 11,11,11- 1�1� --=-- __ - ___ ___ ---------------------- ------- ____________________________ ----------------------- -----------, __ _ ___ DRAWING TITLE: .__ 1= --111-1-1........____-1_1__-_11_-_-', =�, I- --- -------.- ------- --------------------- - - " ."-, , .,_.. ___ -�,,,,,,,-z--"-,.,�z�..tl.-"-,�",.—�--�,��. " _-z" - - _ _ - - 1 __1111-_1__=__-_-____ -, ---,-.—, - __"z"_".____ --", _.__ __,z-1-_1 _---m � _11, -1--l- d) - - --.---,.-- -,-,- -------- ____, -.,-,--...""".:�:""--:�--=, .-,L.-..".-_I _=_..==._,".'_" _:_1_,_."_1_,,:,_ ___ _ --"-",-,"-,"--,-i...................................I"'.",: "----" �_.__ - -.---..----.--- __= ___________-___j I -L I --,--.,.. ____._�� __ ____--1 __ 11 -"--- - _.___ - __ - - - ______ __Q________._____7__________---._____ - ___ - - - _ , 1 I ! __________________ __- - - - _____- __ i� � , � 11 1 1! h 1 i __ _,____",", -11,11 I � --l-.1._",-, ..........__...__......... ...... ....... ,__,_ *!T=!�_-="=�,t�� -------- ------------- - - - � I PROPOSED EXTERIOR ELEVATIONS "",.,= ......=' -`r77`�711n","- ,-.-.,--, - ''_____-___,_, "___�IIIIIIIIIIII�_--- - "I __,_'_____ -, _ _ ........_", , ____..1_1- ___......... ............__--__-_-�.......��,�-------_.___,___ "-. ___ __.____1 , __==�==77!� .......... _ __ - ___ - - - ____ - - - -,--- ,- - � --------- �� . ----------_____ --------,- __ __ _______ _________ _____ _____,_____________ __ __=_--_-_-__-_-_-_________=_____________L!__=______��___,__==___ ___ __ --I-,- :--= -::I -:��_, 1111:::�_ "__,7=1_, :� _..��,�_77-7=—1-11---_--_. 11=1....�==, - - , __________= _ 11 l 1-7n _=_ ,=7''___==........�.....=' ____ I I ______ -,--______ ---,��--��-�-"-�--"-.--------.�--"----�,.-"------�"---.,---- .__ ___ - -__ ---.------------- —-------------------.-- ____: i � -I ,- '_ 1__1_-___ - - - - - ___ ____._________ --.--- �------- __ --:-_-_-__-_-_----:-_----==-.---------- � I I .-- __ __--------- ___ __ — __ __ �,_ ,_ �..._ ,-, _ 1 1 '_________� - __ ___ -------- - - i 1, � I � I ,= I 1 I I � � I "7_'__ -,... __,_.___ , ---",--_,_- ,_ ______ =----=--: l '- ---------11-1= _ --..��.11-111.111"..","�l''.�.......___ _........... ...........-._1_1.11-11.11___,___"_....1111.111-111- -----....... -.1�--l.l..",,��,��,--��'ll""I'll"..�I..... ,_____ �=� ,___�, - -�---_ I i I �===�= , - -------- __I - , - __ - -, I_ - - ____ --:=:::=-- _______F.F.__________,_________ _____ ---------- ---- _----�7 i i I � � � -- -"'--- --- =::�__,:�,_:=�_ _ _777=_ --,-,-- ---,--- - , - - --"--------, -, ___ ---- -,- ---,,--- - .- - ___ . - - __ ____ ____ ______ - ____ __ - ___- ____ -____ - __ ___ __ - ---------- ____ I . _z= 7 ,___==_"77=� n, ",_: ,,=__" ""."""." I� ��_-.11,11='11�==,,--_,___-_,__",_�-�........--..-,-,Z-,,,,--,-.....�,��,�,,�� _ ___'______,_-,----,-,", � - - __ - -- ____--___- �_- - - ____ _ �- ______ --.------ _____ --------------______--__ ----=.---.- -----------------.-.----- - -,--"-- __ _____ _ --,--�"-,---",---�.�----.----,---,-_,",.--,-", " I - - ____________________________------- ------- ______ __ I----_______- � - � I - . I- - - - __________-- __-__ ________-__--___ _________-___________- ____ ________- ___--�______- - -- - _ --------------- I i__---------__-�------------------.------- ____ - - _______ --------------__-__- ____. . _-, _______________-_______________- ___ ------------ ---------.-.--___________ - -1 I I I � . ___-______ ------,---______------___________ --� ________ - __-- __--_.__ ____ ; - : -- - -- -__ -- ____ - - -- __ ___--- - __7 . - i f _____ I i _______,______ - - -,- . - - _____ - --- - - , , __ ___� _,_ --____________ __ ===__ __ ________ ____j - � . � � -,---------___ ---____ - : ; __ - __---- __------------ �I ,I - :__ - , -_______-__- -- __ . - I - - __ -__ ____- - ---- __ ------- __ - - __- - I I I __ I -___ _ '' �! � - - I I 1 :-=-=-- -= I, ___ :I . -- : !____ - ! � _____"__- � __ - I __ :� ! , ______ I � ---- - ---__ , i - - - i , __-]� F ! ______ - - - I ! I � _______ �� -- � --- PAGE: I11 I i � __ ___ ____ , -- ,____-.---- I __ --- I _=: i 11 (a) -___ -__ ____ I � � __ - __ - __ � - i i ---------.____ ! - I I ____ : : ( : 1 I � - - - i� -. � _ . - - - -__________ I i I __ I -______ in AM& I I I i 11 I I - � I ____ - _ _ _: &\ . - ---- I ! I =: � ! ---- -- -- ---- -- - ---- ------------ - I 1 4 i� � i I , �1, __________ 0-2 - i I � I _______ --- - --__ � Aw Imu A lk A, 'a I I I I ii !I ___- __ - _(�) i ______ ____________ __ __ I l , l ,I I " __ I � i(�� I � - ____ I l� ` 1 = I ------------ � I I - ___ - � Ill \ -*�--------------------------�----,---- I,��)� i I ______ I ! ______ � _____ ___-____ ___ i I . ()_-------------------_____-___-____ Ill I � :, - - _ I - __ - 1: ----- - : ---I, i I � �. - - _____ 1, - -____ _______ & � I i ,, - __ �= - - -- - ,/x 0 I � I A-gAook A"& � � I � ________ -_.____ --- __ ---___._ - I I m Ao% I - ___ - ______ I I I - I - I __ - � J %ju - 1 � - __ - - 1� - -- =---_-L---=_-:--- _- : _________ I I I � I I - - - __ -]= - __ ___ --- � ___--�-__-__ : i I I I - L - :�Zj t - - -1 ! L - , H--ro _-____-_.____1 I� __ - _� ! -:---= - - _ _ I " ,� --- I = - = i !I -____ 1 I _______-- -_ - - I i --------------r- �__ : �I I I -- ____ __--- ,- - -, I --:-- - - ------,---- -------- � _ _ I ! l __ __ --__ I --1 I _______-_. � � --- __ ____ ___ _ _ --- �_ ____ - __ - : � I I I ______ ___ Q 1 - -- d)- ___ _____ _____ I - -------- -_ I � I �-_-� ! - __ ___ - ------- I ;! .- 1 I : I 1 -1 - - � : - __ __1 ---- ------------- _____._.________________--------,-.------ g I� ______ __ : ____ 1(�) I -- I t � __ - ,_ -__ - -=---- � � - I --------- - -10 - � Iz- - - - - - - I i I� � --- _ - ______ - - -- I! 1_____ Q_ I _____1I .______i � I : i, __ - - � I ____ - - - - - __ __ - I . - - - --- - - ____ —--- ------------- _______--..__-_____ ---_____ __ -----------== , __ -] - _'___111 4 8 OF 1.3 ! . __ - - � _ --- - - - � I - __ - - - , ------- - __ - DATE: 11/17/20 1 . i - I : � - - � I ---- __ ______ � .___ -__ - - I ______- — -.—_____, = ____ I : 1, l � -- ___ � ! - - - -- - - __ - - � - __ ______=___ — __ _ -,--.- _.____,'._____ —=--- _________ -----. ___ ---.-- -________.____ � i i = : - I I I � i I � I � - -- i 0 I - - -- ----:7----1 0 — I ___ I - � - - - - .__.___.__ - _________ — _________________ --------.--------- ---,--.--.-- ____ - --- I - __ � I �---- -- : - - I � ___ ___ __ __ i -1 I I - _ ___ __ _ J: i _ � ______ - I - � � - - - - --F.F. _ -------.-- ----..-- ____________ -__- -1 - , _,___ __ - .- - � _ _ __ - ___. -______ - 1� _.- F.F. I I - -- � ---- � - -------_______=____=____=___=__ __ _-------1 i -� _7_1�� . m__ -� __ - - ____ -- I -I � I , --------------- _____------------.-- . ______-.- - -----------------------------.- ______-_______, - I I. - , i , ! - . - - - __ _ --..- -.- ---- __ __ --, -- - _____------- _____------- -___---.-�_______________ - i � =__---=----------________,__.__,___, --,- -______---- 11--- -� ___ __ � //-o I - _ ------- IIM ______ - ---__ ----------- __ __- - I - i___ _________ ___ ------- __ -__________---------___-- __ - - __ - ____ ___ __ __ I i I I j I T �T--F,-T-_[_-_ I I I . I . I I -1 I i i I . ��M I I . i � � , I I I I I i q I I I I [__,_ __I_ _1_11i I , r 1 1 , , ; I I i i i i I I I: - __ - � ! -1 I ---- --i ±E�1± I I I I I I I I I I I I I I I i I I I I I I I I I I j I I I I I i L, � I .- __ - -- - - - - � - - - __ - _��7__�,_, T�K__] I I I I � I - T I I rl_�� I I I , I I I I I T : -!RE ,-/I I I I E I — I I 1 r I I I . k±E:�1 �� , - , I :0� - '"I I NORTH ELE\/ATION (REAR) NEST ELEVATION (LEFT SIDE) R ,5 , - "I ,.", -Z! _0 " I '— , , I '. , -o" 11 1, ",. *' SCALE: 1/411 = 11 SCALE: (14" = I'-01 , ..�"' 'I ..- ,,��* - - __ __ __ " __ * , (n __ I I- - IN 037 fjl� . / 0 4:�,_op . .ci 41 c; p z �_ I : I I I I I I I I BUILDING SECTION NOTE5 a O U NEW ROOFING NOTE TYP. : I. INSTALL NEW ARCHITECTURAL ROOF SHINGLES (30 O ,,, ` z o R. MINIMUM) W CV Y 2. INSTALL ICE AND WSHIELD FROM FASCIA UP J vq ATER TO 24" FROM INSIDE FACE OF STUD WALL AND AT PROPOSED RIDGE HEIGH_T__—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—__ -_ _ W VALLEYS OVER ELEV. +27.3' Q �- W > }_ 3. INSTALL 15 # BUILDING FELT lOVER Z 4. 1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) � 5. GAP SHINGLE OVER RIDGE 8 HIPS (AS REQ D) In 12 F- J 6. PROVIDE RIDGE VENT (AS REQ'D) 6 5 O 70 O 95.INSTALL D. FLASH ALL VALLEYS C) RIP EDGE AS REQ D 0- Lo it O a. INSTALL ALL AS PER MANU. 5PEC.'s Il NEW ATTIC 2 Z m TYPICAL ROOF 8 CEILING 00 45TRUCTION: O O • NEW ROOFING AS NOTED Z Q • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PROP. TOP PLATE --------------- __ -_-_ _ _- _—__ -___- --_-- -------_--- --__---- Z PLYWD SEAMS) ELEV. +la.b' • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS a W OVER 5' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) - J im • PROVIDE 5" SPRAY FOAM (R-21);PLUS R-50 > d. O I OO BATT INSULATION;TOTAL R-51 Z J V i II TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: I'. O UPON TYVE K HOUSE WRAP OR. EQUAL) - Z CI" O • UPON 1/2" GX PLY5HEATHl (BLOCKING ® DWD. Z rl ALL PLYWD SEAMS) -- --_ - • 2"xb" STUDS ® Ib" O.G. W/ DBL. TOP PLATE 12 • PROVIDE 2" SPRAY FOAM (R-14);PLUS R-I1 BATT PROPOSED SECOND FLOOR �r I" N --------- 1 5 I' LO W 1H INSULATION;TOTAL R-25 „ Ls7 + I ELEV0 . II.I j NEW MASTER • 5 8 GYPSUM BD. WALL FINISH � I� � I O I i l� I� I, a ii i i I NEW OFFICE BEDROOM Tq J O P. - - NEW SIDING NOTE (TY ): �_--- O I. INSTALL NEW HARDI GEMENT SIDING 2. "TYVEW HOUSE WRAP (OR EQUAL) 3. INSTALL ALL AS PER MANU. 5PEG.'s 4. PROVIDE ALL NECESSARY TRIM FOR PROP. TOP PLATE l i PROPER INSTALLATION +10.2' 3 l 1 1 ELEV. 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL III U 4 W VIDE 2 NEW 3 TON AIR HANDLERS: ' PRO OSI I I I F- O I. UNITS BY GABBIER" OR APPROVED EQUAL 2.PROVIDE TONNAGE FOR FIRST FLOOR 'ZONE I";UNIT = J LOCATED IN BASEMENT. 5. PROVIDE TONNAGE FOR SEGON::�) FLOOR "ZONE 2";UNIT Ill li L LOCATED IN ATTIC EXIST. FIRST FLOOR MODIFIED - - MODIFIED GYPSUM WALL BOARD: —\ NEW DINING ELEV. +2.1 BEDROOM - BEDROOM 6 INSTALL MOISTURE RE515TANT GYPSUM BOARD IN ALL ROOMI- w d O BATHROOMS, AND CONCRETE BOARD IN SHOWERS AND TUB ----- - -- -- TYPICAL FLOOR CONSTRUCTION: 7 O NEW F.J. PER PLAN BASELINE s, • 3/4" GDX PLYWD SHEATHING (BLOCKING ® ALL ELEV. +O.O' `} d) PLYWD 5EAM5) A-401 • F.J. AS NOTED ON PLANS (® SPANS OVER 5' - INSTALL "X" BRIDGING ® GENTE'.R OF SPAN, U.O.N) • PROVIDE R-300 BATT INSULATION • SPRAY FOAM AT RIM JOI5T;PERIMETER OF BUILDING EXISTING _ NEW FULL HEIGHT I A-4oi I II '', I BASEMENT NEW FULL HEIGHT EXISTING BASEMENT BASEMENT BASEMENT ELEV. -5.3' SEOT 1 ON I -I/A-5O 1 SCALE: 1/4" = 1'-O" I 1 I ' I HEADER AS ON SECURE HANDRAIL TO WALL ON AT LEAST ONE SPECIFSIDE OF STAIR IN ACCORDANCE W/MANU. SPEG.'s; PLANS AND NOT PROJECTING MORE THAN 4 " INTO N 5TAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT Z PITCHED METAL w J0157 HANGER B`Y SIMP5ON' OR EQUAL -- -- -- -F 1 R5T/5EGOND FINISHED FLOOR "— --— ---- ---- -- ---- -----! --- PROPOSED RIDGE HEIGHT � I - -- - ELEV. +2-7.3 ------ -- - -- -- - -- - -- - -- -�T - - - - - — ui IYs" MIN, SPACE BETWEEN F- j WALL AND HANDRAIL Q 1 2 .I s/a ' I 12 �; � " PINE RISER I _ PROJECT: 5/4" PINE TREAD STANDARDS FOR O R I FFABLE HAND RAIL NEW EXPOSED SCALE: NTS DEM ATO BEAMS PROP. WALL TOP PLATE RENOVATION GROSS SECTION ----- ELEV. +18.4 MIN. z 0 HANDRAIL i i -� I ROUNDED NOSING - � CIRCULAR NON-GIRGULAR � CLEARANCE RADIUS tu --- ---- (NOT INCLUDED IN 4 _6Y TREAD DIMENSION) 35 5 RILEY AVENUE n lye " _ PERI N.Y. 11952 . PROP. TOP PLATE MINV402" 2y4 MATTITUCK ----- ELEV. +14.2' METER MAX. z � �r •z r - � DRAWING TITLE: i w PROPOSED SECOND FLOORN — BUILDING SECTIONS w NEW MASTER �— ELEV. +II.I V w ! BEDROOM � � DESIGN DETAIL m -------_--- -- ----� (3) .2"x12" 5TRINGER5 ® W/ R-21 INSULATION, IF UNDERSIDE 15 FACING ELEV. +10.2' % d PROF. TOP PLATE 5TORAGE/NON-HABITAL SPACE - 3 - - - PAGE: - - - - � STORAGE UNDER Ys" GYP. BD. �- -% 301m0%j i (NHEN AFFLIOALBE) f NEW LIVING Roots _ _ _ - J.1/17/209 OF 13 .__...---- - -_-' EXIST. FIRST FLOOR DATE: NEW KITCHEN - _-_- -NEW BATHROOM- ----_��----- ELEV. +2.1' BEYOND TREATED 2A2 SILL FOR CONTACT au uu -- W/GONG. (IF APPLICABLE) 7 f - -- BASELINE ELEV. +O.O' _ - - --- - -- --- J - -- -- ---- -- ENT/FIRST FLOOR DA�,c _ _ BADEM ,;; XI5TIN5 EASEMENT EXISTING BASEMENT •`��..,,�� " --- --- ELEV. -5.3' 9 03740 O T SEOT I ON 2-21A-501 I INTERIOR HOOD STAIR DETAIL• ° r�E� SCALE: 1/4" = 1'-0" A-301.00 SCALE: 3/4" = I'•-O" 5/4"xb" P.T. Q. DECK BOARDS P.T. DECK JOIST5 AS V NOTED ON PLANS Q t= a) Lu Z O 5/4" x REO'D J 04 04 HEIGHT P.T. RISER - -- -- - Lu Lu y' DECK BOARDS 1 L2"x BLOCKING ® EA. Z STRINGER TO MATCH SIZE Q Z OF P.T. DECK JOISTS J = FLOOR SYSTEM AS FLOOR SYSTEM AS J I— J NOTED ON PLAN NOTED ON PLAN F-- Lo R FASTEN STRINGER TO FLOOR WOOD BEAM NEW 5TL. GAP PL. 'A' FLOOR WOOD BEAM BLOCKING (MIN. b 0 0 C) NEW 5TL. GAP PL. 'A' FASTENERS) 0- Lo m WELDED TO COL.;SEE AS NOTED ON PLAN WELDED TO COL.;SEE AS NOTED ON PLAN I° GAP PL. DETAILS GAP PL. DETAILS trypJ NEW 3-I/2 O.D. SGH 40 NEW 3-I/2" O.D. SGH 40 4" THK. x 8" WIDE x WIDTH 2"x12" P.T. STRINGERS ® 16" Z NEW SASE PLATE 'A' HOT DIP GALV. 5TL. COL. NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. OF STAIR P. GONG. PAD O.G. (MIN. 5 STRINGERS ® O WELDED TO COL.;SEE FOUND. ILAN BY SIMS FOUND. ILAN BY PER S --I EA. STAIRWAY) � r cr WELDED TO COL.;SEE I �' FORBASE PL. DETAILS FOR STEEL (OR EQUAL) 2"xb" P.T. BLOCK IN BETWEEN - J BASE PL. DETAILS TING STEEL (OR EQUAL) BOLTING Q - W EXIST. P. GONG. SLAB NOTE: _ PROVIDE GOLD JOINT PROVIDE GOLD JOINT NEW 4" P. EA. STRINGER. FASTENED TO X J 00 GONG. SLAB P. GONG. PAD w/ Iq/64" x m ALL DEGKIN6 SHALL BE FASTENED (PATCH AS READ) w/ COATED DEGKIN6 SCREWS BY > C) AT GONG. SEAMS (TY P.) AT GONG. SEAMS (TYF. "CAL CONCRETE SCREWS BY r "DECK MATE" (OR EQUAL) z 0 ' GALIBURN (OR EQUAL) - MIN. � � r (3) SGREW5 PER BLOCK 0" MIN, Y ri O Z }' 4 :. a, Z J cV _.. .... ..._...� ----i = LCL. EXIST. GRAVEL I NEW (5) #5 HOR. 4" GRAVEL BASE 1 ""NEA (3) #5 HOR. BASE _ ; _ ;, REBAR UPON (3) #5 I` = Ln „ - ' 1 I REBAR UPON (5) #5 -- HOR. REBAR (6 TOTAL) I HOR. REBAR (b TOTAL) J 0 NEW 24"x24"x12" __. < _......_.__............. I __ NEW 24"x24'xl2 1 _.. I EXTERIOR HOOD STAIR PETA I L DEEP P. GONG. PAD I �'J±� DEEP P. GONG. PAD EXIST. FILL FTG. (MIN. 4,000 PSU = - =- -€-- = COMPACTED FILL A-401.00 „ - , „ FTO. (MIN. 4,000 PSI) ....='::Rv=:=:::=-w SCALE: 3/4 - i -O BOTTOM OF FOOTING SHALL BEAR UPON 501L BOTTOM OF FOOTING SHALL BEAR UPON 501E 5'-0" MIN. BELOW GRADE;EXTEND FOOTING 5'-0" MIN. BELOW GRADE;EXTEND FOOTING BENEATH SLAB TO TH15 DEPTH AS REO'D BENEATH SLAB TO TH15 DEPTH AS REO'D 51MP50N H2.5A RAFTER 51MP50N H2.5A RAFTER ~ STEEL COLUMN 4 FOOT I NC DETAIL EX 1ST. SLAB 2 STEEL COLUMN FOOT I NC DETAIL NEN SLAB TIE (OR EGiUAL) w TIE (OR EQUAL) 5/4"xb" P.T. PECK 5/4"xb" EDS = JA-401.00 SCALE: 3/411 I1-O�� IA-401.00j 50ALE: 3/4" 1'-0" BOARDS BOAR U —i EXIST. EXTERIOR 1 SHEATHING (2) 1/7'0 HOT DIPPED GALV. EXIST. SIDING MATERIAL BOLTS ® EA. P05T w/ OVERSIZED B TS HOT DIPPED 6ALV. BOLTS ® EA. POST w/ OVERSIZED P.T. D.J. AS _ Z —WASHERS d END NUT PREBORED P.T. D.J. A5 =_ —WASHERS 8 END NUT PREBORED PER PLAN cV- 4 INTO BEAM, POST, PECK TIE d - z ., .. BUILDING PAPER S HOUSE WRAP RIM BOARD ASSEMBELY PER PLAN cV INTO BEAM, POST, PECK TIE d TO FULLY OVERLAP FLASHING ' RIM BOARD A55EMBELY r P.T. BEAM AS NOTED r„ EXIST. STUD WALL z „ I P.T. BEAM AS NOTED N- SOLID BLOCK ® 12 O.G. = Z GAP FOR -- cY- - 50LID BLOCK ® 12 O.G. DRAINAGE � 5/4"xb" COMPOSITE DECKING (U.O.N. ON PLAN/ (2)DECK DJTI4Z B I/2"q H.D. GALV. THRU „ DECK JOIST TIE ® BOLT w/OVERSIZED WASHER (2) SIMPSON DJTI4Z (U I/2"0 H.D. GALV. THRU Z" FLASHING SEGTION/DETAIL5) EA. POST 8 END NUT PREBORED INTO DEGK JOIST TIE ® BOLT w/OVERSIZED WA5HER POST 4 PECK JOI5T TIE EA. P057 8 END NUT PREBORED INTO • '� POST 8 DECKJOIST TIE "SIMPSON" ABA440 "SIMPSON" ABA666 FLASHING COLUMN BASE COLUMN BASE (V DRIP EDGE P.T. DECK JOIST cV 4"x4" P.T. P05T 6"xb" P.T. P05T COUNTER AS PER PLAN GRADE GRADE FLASHING 11 JOISTS AS PER PLAN FASTENED w/(2) II II 5/8" x 5" LONG HEAVY DUTY SAL. 12"� 'SONOTUBE' FILLED II 1I Ib"(P SONOTUBE FILLED II „ _ LAG BOLTS ® 16" O.G. INTO MUD SILL SOLID w/P. GONG. LI 811 (4) 3/8" H.D.G. LAO RIM BD.;WHEN ® FOUND. WALL FASTEN METAL GALV. J015T HANGER SOLID w/P. GONG. LI BY '51MP50N' (OR EQUAL) ® (MIN. 4,000 P51) Z (MIN. 4,000 PSI) Z BOLTS (PREDRILLED) w/ (2) 5/8"� x 5" LONG APPROVED EA. JOIST , MASONRY ANCHORS ® 16" O.G. / - "Z" FLASHING ' \ _ EXIST. FOUNDATION WALL j 31 - LEDOER -- - - - -- - ' - - CONNECTION DETAIL _ 3/8" THK. PL. �a�v HK H.D. A-401.00 SCALE: 1" = 1'-0" EXTERIOR MOOD D CS DETAIL �,, LXTE -' I OR NOOD D�G�G DF-TA I L � I�41I A-401.00 SCALE: 3/4 = 1'-0" SCALE: 3/4" = I'-O" „ A-401.00 GAP PLATE 'A' 2'-O" LAP (TYP.) EOR'. CONNECTION OF 5TL. COL. TO (2) 1-3/4" WIDE LVL LUMBER OR 2 2" WIDE DIMENSIONAL LUMBER ————————--- —+——-} PROVIDE 3" (MIN.) GONG. COVER uj OF ALL REBAR WITHIN P. GONG. I I I FOUND. WALLS d P. GONG. FTG'S. PROVIDE STRAPPING d NAILIN5 ; I I AS PER CONNECTION b' IN MIN. 4" BETWEEN EDGES OF V TYPICAL NAILING/5TRAPPINO BALUSTER (RAIL STYLE TO t T PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, BE SELECTED BY H.Oa j 0.!I 1 I BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" w v (4) 3/8" H.D.G. LAG I I I PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. BOLTS (PREDRILLED) ——————_ I (WHEN APPLICABLE) „ - - I � I FLOOR SYSTEM AS � BOARDS P.T. DEGK � NEW (2) 2 xb P.T. SILL PLATES NOTED ON PLAN UPON SILL SEAL UPON COPPER in PROVIDE 2x SLEEPERS 0 _ TERMITE SHIELD PITCH 4",PROVIDE / -- #5 REBAR (TYPJ Q I I I EPDM ROOF MEMBRANE #5 BENT - I I REBAR (TYP.) I I I BOLTS ® 3qNrzk4 5/5"0 HOOKED ANCHOR NC OUARE PROJECT: - - - - \ - -- - -- -- N I I D.J. AS PER PLAN /� 1 \ /- WASHER $ ENDNUT Q E M AT® '- RENOVATION 3/8" THK. PL. I 4 II 3/8" THK. H.D. I i I 7. �li G. BEAM AS PER PLAN I/ n GALV. PL. 2 i � I #4 HOOKED VERT. -------------------- GAP PLAT B REBAR ® 4a" O.G. �I "SIMPSON" PC64 NEW "SIMPSON" LU526 355 RILEY AVENUE EOE: CONNECTION OF 5TL. COL. TO (3) 1-3/4" WIDE I (FOR 3 PLY BM) CORNER CONNECTION �I "SIMPSON" 5052-2/4 GALVANIZED JOIST MATTITUCK; N.Y. 11952 LVL. LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE . I� �. Li (FOR 2 PLY BM) HANGER DIMENSIONAL LUMBER OR 5.25" WIDE PSL 1' DRAWING TITLE: 1 it . GRADE DESIGN DETAILS #5 REBAR (TYP) 2'-0" LAP (TYP.) X p 11 -------r- -F---I --------- P. GONG. FOUND. WALL i4 �. _ . : 1 (MIN. 4,000 P5I) -- II i P.T. POST A5 �II I�21I I I I - - ' 8° I c0 - PER PLAN PAGE: _ - - /1 I I I I I #4 HOR. CONT. REBAR ® 11. 4 TOP, MIDDLE, $ BOTTOM OF !j A-401m00 --- I -- WALL (5 TOTAL) II - -__ �__.__...__ 1 'I 3-1/2" O.D. SGH. 40 HOT I I i - DIP GALV. 5TL. COL. II, I I II -- _ "SIMPSON" (ASTM A123) AS PER a P. GONG. CONT. FTG. 11° P05T BASE PER DATE: 11 17 20 Q I I I (MIN. 4,000 P51) „ II - P05T SIZE 10 OF 13 PLAN WELDED TO PL. o i i' #5 BENT (3) #5 HOR. CONT. REBAR jl� 8x8 x3/8 THK. 0. I! REBAR (TYPJ I _ ___......__.._. _. ._._._.._.. ... 4" P. GONG. SLAB P.T. DECKING STL. BASE PL. I I I I - - (4) 1/2" HOOKED ANCHOR - IDA BOLTS EMBEDDED INTO II. FOOTING MIN. 4" w/ OVERSIZED IF.T. D.J. AS PER PLAN .r • ,�.P _ `"� 'GAJ F MIL POLY_._ ._ WASHER AND END NUT SETUP — I ' ._...MOISTURE RETARDER !! � ' 1 _.._ � Z• �,'r � � GRAVEL BASE I , PROV. GLEAN i 4 4( I ___ 7; I COMPACT FILL ' BASE PLATE A I T GONNEGTI ON ._._ _ ..._......_...____ ._ _ I..__._._._.____...__...._...__.__...._..____.. ____ ____ ___.G_ FT IT 0 c'I STEEL COLUMN CAP BASE 'LATE DETAILS � REBAR OVERLAP DETAIL 8 FOUNDATION MALL DETAIL a COSI FRED FORCH DETAIL A-401.00 A-401.00 SCALE: 3/4" = I'-O" A-401.00 A-401.00 SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" 0ENERA _ SY�'f 50L <E"Nr : U EXISTING TO BE DEMOLISHED NEI"! PARTIAL HEIGHT WOOD FRAME (L.G. STL. dN W Z O w CN WHEN APPLICABLE) EXISTING TO REMAIN 'I J NEW FOUNDATION WALL Q W W >- NEW WOOD FRAME (L.G. STL. WHEN APPLICABLE) Z MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED MIN. O � Z WOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J Lo St St POST FOR b WALLS), U.D.N. -- O Q NEW 2-HR FIRE RATED r O O WOOD FRAME (L.G. 5TL. (L U-) Ix WHEN APPLICABLE) �" m Z ' O 1— Cr QW J J 00 D _ Z 0 O m� O Qz � — — — — — — — — - -- — — — — — — — — u- W N L - - - - - - - - - - - - - - - - - - - - - - - In m e-1 -. - - - - - - -' --- ----- - --- - - ~ = Lo O Q •• -U - A-401 \J �J NEW(2) 2'x8" P.T. HDR. x Q O 3 F-•fl W 2"x5" P.T. LEDGER -- - - - -- -- -- - - - 2 xIO HDR. O Q 5 LV DR -- -- - -- - -- - -- -- - - -- LH - - A-401 2 1, 2 (In ! NEW MUDROOM O v x_ NEW DINING ------ Q ` ® ROOM _ n iv w - - z I z j Lc NEN -- -- , I G L - _ _ h' DRP. (2) 2"x10" HDR. � NEW (2 1.75 x a.5" 2.0E ---------_------' 6-P LAM LVL GIRDER ' D-I f y 0. - - ---- _,,- -- cV HEIGHT cV NEW WI 16 II .0. Qr d) 0 NEW FULL � O w w I F.J. ® I6" O.G. _I Q cOv MODIFIED wm MODIFIED BASEMENT N KITCHEN 1 K ® 3 ® in _ BEDROOM W w N # A-401 z u w x N NEW WI 80 117/5" - - - - ---- NEW (2) 1.'15" x a.5 2.OE I Q F.J. ® 16" O.G. - - - m G-P LAM LVL GIRDER = _ - - - - � . (3J I I LVL BELOW - a --- _ I I _ Q Q * NEW 2) I —_ - X IL POST ABOVE n , v - NEw ( --- ' a ~I CL- 2X80 LL I "' Lu 1 HEADER Q NEW I XO O77 ! -- - --- -- - N NSI Itu d) -- w - --- NEW WI 50 II -7/5" m - - --- -- - ------- -- �r IX w `t I F.J. ® 16" O.G. - m I I • 'I BASEMENT EX15TINO 1, I z - �1 Lu - 9-- - - - �6— - - --- _ w -- ---- = EX15T. (5) :2X5 HEADER -- - *' NEW -- yQ 1 MODIFIED N - — -; -{ � I ----- -- LIVING ROOM x U --- . BATHROOM � �' - -— - �- { ) w -- u� EA2X5 NEW 11 LVL_ ---- -- - - -- V Q 2X8 - - - ----- O O A - —J (2) 11 �" LVL BELOW ;�( w wp ry w Q POST ABOVE ® N j - N /`POST ABOVE W 2- w ? ry= rr 2- �- — -- 2- A-301 x c^v l I A-301 A-501 Q PROJECT: A-3ol r "` PROVIDE 51MP50N 11` W �3 HANGER (TYP) % GL, m - DEMATO - - ---------- RENOVATION NEW WI 50 11 -1/5" NEW WI 50 II '1/5" F.J. ® 16" O.G. F.J. ® Ib" O.G. -- ----- -- -- NEW FULL Q MODIFIED MODIFIED 355 RILEY AVENUE EXISTING HEIGHT -¢01 OI SUNROOM GRA1^L5PAGE/5LAB BASEMENT w ® iv 140 5.F. z MATTITUCK, N.Y. 11952 z -j !LW DRAWING TITLE: .I . (2) 2"x10" HDR. O 2"x10" HDR. (2) 2"x10" HDR. - - - -- - - — — - PROPOSED STRUCTURAL PLAN 2"x5" P.T. LEDGER H v ►n o- 6 ry o o a 0:z n ® NEW COVERED � ~� PORCH z° ® m g z Q PAGE: HDR.- Q -� A-401 � -- OrajL uuI ! i0 A - - - - - F- - - - - - - - -� - ----- ---- ' I L - - - - - - - - - -J D — o ' DATE: 11/17/20 11 OF 13 D >-L o F OFOSF-17 FOUNr1 )A71 ON 57RUGTURAL FLAN FROFOSEI7 F I RST FLOOR STRUCTURAL FLAN D Af�c �� _ M. SCALP: 1/4 - I�-0�� X37406 0F NES 0ENERAL S I 1 1 iii 0L 1 E 1 • 1I Q U _ NEW PARTIAL H EXISTING TO BE DEMOLISHED EIGHT � WOOD FRAME (L.G. 5TL. i, 67 W N WHEN APPLICABLE) 1. J v I EXISTING TO REMAIN % W T1 Q NEW FOUNDATION WALL W W . NEW WOOD FRAME (L.G. _ � � � � ,., � �� `' ' � z 5TL. WHEN APPLICABLE) I NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURALEl WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS (MIN. (2) 2"x6" STRUCTURAL WHEN APPLICABLE) POST FOR b" WALLS), U.O.N. G"- NEW 2-HR FIRE RATED f O O 0 00 WOOD FRAME (L.G. 5TL. Lo 1= WHEN APPLICABLE) Z O � O Z w Q J J 00 Z 0') (D Y o � Q Z ❑ -------- - - 0 0: J N LL Lu (o Lo it 1-i --- -- - Lo � I Lu I w C-) J Q (3) 9.5 LVL HDR. — — — — — — — — — — — — — — — — — — — — — — — — r - - - - - - - - - — ° o = o a d) I NEH MASTER o NEA BATHROOM Q GL. _ _ _ (2) 11 9" LVL FLUSH h Lu -- -- -- - (2) II �" LVL FLUSH HDR. - DN. -- - -NEW NITY. i I o X I II I I -- I (1) Ilk LVL RIDGE - (1) 11 LVL RIDGE N i x� x �p I z NEW WALK-IN - - z Ij GL. U i I i v I EXTEND WALL UP TO R.R. EXTEND WALL UP TO R.R. I �� J S I. �= I —I I W w } I I 0 ---- NEW MASTER p I I I I ! BEDROOM I I Q I I ! Q ! NEW (2) 2 x& PROJECT: ! D EXPOSED G.T. ® 32" O.G. -- - TRIM OUT W/ Ix P.P.P. W ! II II ! DEMATO RENOVATION ! II I I I I TI NEW 2 xa NEW 2x8 � ----- --- -- (3) 9.5" LVL HDR. I I R.R. aIb" O.G. R.R. ® I6" O.G. I�- --- 355 RILEY AVENUE i I MATTITUCK, N.Y. 11952 ❑ LL- - - - - - - - - - - - - - - - - - -� - --- - - - ❑'' NEW BALCONY DRAWING TITLE: _ PROPOSED STRUCTURAL PLAN [�_>u PAGE: �— Ampook 5-:10 20", 0 0 ■ DATE: 11/17/20 112 OF 13 L DAR FROFCSEI7 SEOONI7 FLOOR STRUCTURAL FLAN PROPOSED ROOF FRAM I NO PLAN P.w. SCALE: 1/4�� = 1'-0" `� F'' SCALE: I/4" = I'-O" � �� (� � ' 9 0374lob OF NE`N Q U W = N J r-1 W r-I Q W }- � F- Z OJ Z J F— J P: Ln R a) 0 O : O O a L Z O F- cr Z � Q W J J 00 Z � O Q Z L'- wcfl Lo = Lo w U w = J /\4" FRESH AIR VENT J I L THROUGH ROOF O O k I Q Q AIR --------� 1 - HANDLER 1 MASTER BATH 2" _ I MASTER BATH I MASTER BATH I I ' r -----r----i---i--- I 1 NOTE: NOTE: I I I I ALL PLUMBING WORK NOTE: I I SHALL CONFORM TO pi ALL PLUMBING d I a I I I p� FUEL OAS WORK I 04� I I'I LOCAL PLUMBING GORE 00 OAS FIREPLACE SHALL CONFORM -1 2.1 2"I 2 I 1 I I -- TO LOCAL Q I I I 1211 I PROVIDE "ABESCO FP200 FR p I I�I 1 4 z I I 1 2 I EXPANDING FOAM" (OR EQUAL) Y 11 PLUMBING GODS Q 1 FUEL GAS I AT ALL R-FNETRATIONS IN FIRE VERIFY SIZE N ( I RATED WALLS AND N W.G. I .v I .vI '� I w/MANU. FLOORS/CEILINGS. PRODUCT Ni I\ Ni j\ Ni :cv SHOWER I 1 --_---I HOT WATER PIPING PENETRATIONS: 1111 ASTM E £i4 STM E 814, _ I I- -I I - V I - SUPPLY m I. PROVIDE "ABESGO FP200 FR m - n = N 1- 11 _ SHOWER I I I : - -- - - -- - - --------------- -- -- -- -- --- - ------- -- -- ------ EXPANDING FOAM (OR EQUAL) UL 14'19 __ ----- ---- ----- -- - --- - -- 1--- ------ - - ---�- ---- I GOLD WATER AT ALL PENETRATIONS AT WALLS G.O. ---- - - - - -- - -- -- - - -- - - 1� I - - - -- --- ---------- --- ---- -- -- --- - 1 _ - � SUPPLY - ------_-- _----_--- AND FLOORS/CEILINGS. � I -- II -- - --------- 2.PRODUCT CONFORMS TO ASTM E I I 814, ASTM E 64, AND UL 14-19 FULL BATH 2" ___ _ NOTE, PROVIDE "ABESGO FP200 FR _ _ 2 KITCHEN KITCHEN „ KIT ALL PLUMBING WORK MUDROOM III FULL BATH I EXPANDING FOAM (OR EaUAL) LIVING ROOM KITCHEN ! MUDROOMI 1 -1 SHALL CONFORM TO I AT ALL PENETRATIONS IN FIRE '1 ' I I I I I I I PROVIDE NEW LOCAL PLUMBING CODE I . RATED WALLS AND I I I I 2 I 12 12 I OOTO AST4, It GA5 GAS OUTLET O FLOORS/CEILINGS. PRODUCT OG FIREPLACE j REAR DECK I I 2111 I IDISPOSAL I I ! GLEAN OUT I I ASTM E 84, AND UL 14-19 ILIL I -- 12" 3" I A5 ill ---- �_ I I I I S EXIST. F.A.I. TO �(1 4 I I Q4 III I I 1 w IL REMAIN 31 i� 1I' 31 I 31 W.G. v I 31 !v ZI Iv RANGE VENT o Wl%• 110 I I v I m j I I I VEIL RIFY SIZE r2. I TUB 1- 1- 1' I �ry IU TUB \ I NI N w/MANU. -- -- -- WA51 IER I REGULATOR - I -L p� tr fi t1 --- - -- G.O. 2 3 — -- - -- -- -- ------ ----- ---- G.O. G.O. CONNECT TO I I 1 I d GA5 SUPPLY 4" EXIST. WATER H 4" HOUSE SUPPLY SYSTEM MAIN DRAIN G.O. I I Q 1 TO STREET I i 1 j WATER MAIN MAINAS WALL HUNG WALL HUNG r WALL HUNG WALL HUNG 4-1 TO SEPTIC z BOILER i WATER HEATER - - BOILER WATER HEATER PROJECT: SYSTEM to I w D E M ATO QlA Q[la - < VERIFY SIZE w/MANU. AIR RENOVATION HANDLER ------- ---- ------ --� 355 RILEY AVENUE FLUMBINO RISER - DRAIN / NASTE / VENT FL_UME31 NO RISER - SUFFL`Y OAS RISER - SUFFL`I' MATTITUCK, N.Y. 11952 SCALE: NTS SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: r-101oo ■ DATE: 11/17/20 13 OF 13 -DA a � Qc pe''`''a� yO SOF ��'