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28844-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y_ CERTIFICATE OF OCCUPANCY No: Z-30266 Date: 06/28/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 750 SHIPYARD L?a EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 38 Block 7 Lot 10 .7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 15, 2002 pursuant to which Building Permit No. 28844-Z dated OCTOBER 18, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH, REAP, DECK AND ATTACHED TWO CAP. GARAGE AS APPLIED FOR_ The certificate is issued to GUSMAR REALTY CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF IMALTH APPROVAL R10-02-0146 06/18/04 ELECTRICAL CERTIFICATE NO_ 3920 04/13/04 PLUMBERS CERTIFICATION DATED 03/24/04 BRIAN BLAIT _ u- orized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO_ 28844 Z Date OCTOBER 18 , 2002 Permission is hereby granted to: GUSMAR REALTY CORP LONG ISLAND CITY,NY 11101 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITII ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH AND REAR DECK AS APPLIED FOR at premises located at 750 SHIPYARD LA EAST MARION County Tax Map No_ 473889 Section 038 Block 0007 Lot No_ 010 . 007 pursuant to application dated OCTOBER 15, 2002 and approved by the Building Inspector to expire on APRIL 18 , 2004 . Fee $ 1, 186 . 20 n _ _ 9 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.67-1 _ -- -_ TOWN OF SOUTHOLD -- BUILDILVC DFD kRTIIIENT TOWN YALE 765-1802 d i� 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: L 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). V3. Approval of electrical installation from Board of Fire Underwriters. V-4. Sworn statement fi-om plumber certifying that the sulder used in system contains less than 2/'l 0 of 1%o 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 2X Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00.Alterations to duelling S25,00, Swimming pool$25.00, Accessory building$25.00. Additions to accessory building$25.00,Businesses$50.00. 2_ Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 z Date. i New Construction: V Old or Pre-existing Building: (check one) ]Location of Property: 750 Shipyard lane East Marion N.Y. House No. Street Hamlet Owner or Owners of Property: Gusmar Realty Corp. Suffolk County Tax Map No 1000. Section 38 Block 7 Lot 10.7 Subdivision Summit Estates Filed Map. 4-1 3$3� 1,01: 1 Permit Nu. 28844-Z Date ofPermit. 10/18/02 Applicant: Gusmair Realty Corp. Health Dept. Approval: R10-02-0146 Underwriters Approval: 31i Z O Planning Board Approval: i Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ _25.00 1"111 Applicant Signature gOFF044f O Town Halt.53095 Main Road � � Far(631) '65-950'2 P.O. Box 1179 �� Telephone(631) '65-1802 Southold.Nz:v It 11971-0959 , �aQ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 'jb L/ /0'/ Building Penllit No. a i Li Z owner: s US l-- Fac 2- RCCA LTA C pp (Please print) Plumber- I�LPTT {Please print) I certify that the solder used in the water supply system contains less than 2:'10 of I% lead. l (Plumbers Signature) Sworn to before me.this 21, day of 20 4, Faula - paula 0.Ncce!ta Notary Slais cf New York 1'dc.09\vB..aK ('iCS.^.T.f^.l 'nJ1_ l/ Notary Public, _� / ; 1? To �6(7ounr; ' F Nassau Suffolk Electrical Inspections, Inc. SA Canal Street• Center Moricbes,New York 11934 •Tel-631-879-11500 O Fax, 631-878-3764 Application_3920 Date: 4/13/04 Issued to: Crusmar Realty Corp. 4 Address:. Lot 21 Old Shipyard Lane t Village: E.Marion Introduced By: Alumination Electric Lie#: 31011-ME s j was examined and approved up to the above date and cvas in compliance with the NEC I pfficz lsf floor® PasideNial❑X Pod CstCzage Basmvl[M 2ridfloa❑x CArmerdaf Hot Tib Pdlifion I TAFF I Switches Receptacles Fixtures G.F.I. Range Hood Whirlpool 22 51 34 4 1 Fans Dishwasher Washer7Amps Dryer/Amps Oven Carbon RangelAmps Monoxide 1-Ex Bath 1 1 1 1 1 Furnace oil Gas Heat Zones Smoke Bell Detectors Transformers 'r 1 yes 1 5 11 {i Meter Amps Phase Motor tI 1 200A U 1 Other Equipment- I 2 Zane AC Out,Res This certificate must not be altered fin any manner 2�D0 -3$---7— lo . 71 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTJ SUB. LOT Z l �a�f Nl( ��d� SPi �F`o ACR, 6 REMARKS Y v TYPE OF BLD. PROP. CLASS �(A.�s�Y1�1 Q ? f LAND IMP. TOTAL DATE Zab 2049 20o 12-00 (� FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL BUILDING PERA-7-IF-���J-� -i- Sj-- ApplicanUCCS Date Owners Name: CSC S:ng-r ( Reviewed ArchitecU Date Engineer- Submitted: to Z rro� SCTM 4 _ -7 DistricC I 000 section: _ mccF.' I Lot. t1b-7 Project Subdivisi }3 Location Name: f t � Single & separate Require ' certificalimc (Ir No) ��ll��jj--�� Rc4 Rey. --/f /Doing Ualncl. [,size. —6r ffe—o Acrual[ f1711 ILoI euveragc PropuscJ LC+F Reqr Req � J ff r I Req I�ronr\'ard �Prepo:eL: J [Side �Yard '. ,C Propasc)I 4 v J IRe3r Yard `6-5• Proposed /0 1T Project Description: /U/6 - 1,�V. J-eo-� AGENCUERMITS Perm REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval- Town Planning Board approval: Flood Plane Elevation??? FIood Zone: /'i ( (7f- Notes: STATE OF NEW YORK ) 'QJEEA1S ) ss: COUNTY OF &Hff-OtiF ) Stephen L. Cohan being.duly sworn, deposes and says: That deponent Is over the age of 18 years and resides at That on the24th day of June 2001 deponent architect/engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York state Fire Prevention and Building Code (9 NYCRR)',said plans pertain to properly located at SCTM# 1000- 038-07-10.7 street address Architect/Engineer Rao 4R Sworn to before me this ����tl soya 24 day of June 12007, '`S 1 � _ 1a .Notary Public DONNA M. NEUBkUER � �� A,o, „¢ti��o NOTARY PUBLIC, State of New York op yrv+ No.41-479660B nualitied in Qu6enS Caunly cc: Applicant Term. Expires Septembu 30. 20 V5 765-180. 2 BUILDING DEPT. INSPECTION /FOUNDATION IST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC CHIMNEY CREMARKS: &�j s/ d � f DATE SPECT °p i 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIR ACE 8�CHIMNEY REMARKS. j: 1 _f s s DATE1' INSPEC ® , Y A V 765-1802 BUILDING DEPT. I PECTI®IW [ F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLA CHIMNEY REMjARR;KS: r G' o _ DATE INSPECTO " M-1802 BUILDING DEPT. INSPECTSATION [ ] FOUNDATION IST LBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] �FINAL [ IR�EPLAACE & CHIMNEY r-�ws ✓ ' REMARKS: DATE Z'3 03-- INSPECTO Sre — r 765-1802 BUILDING DEPT. INSPECTI N [ ] FOUNDATION IST [ ROUGH PLBG. [/] FRAMING OUNDATION 2ND [ ] INSULATION [ [ ] FINAL [ ZIREPLACE CHIMNEY, REMARKS: t 12 f DATE r. a INSPE R 765-1802 BUILDING DEPT. INSPE TION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION kill FRAMING [ ] FINAL [ EPLACE "HIMNEY REMARKS: U O t C/oma i� DAT'E J �� INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 4 ISULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMN REMARKS DATE j INSPE l 765-1802 BUILDING DEPT. INSPECTION [ XFOUNDTION IST [ ] ROUGH PLBG. TION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY RE ARKS: Lk &ev DATE G �/ � I, INSPECTO i 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i ST [ ] R=ULATION PLBG. [ l FOUNDATION 2ND [ ] I [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -, DATE INSPECT 1 1 , . • p,• . • 1 •.J11 Jim FOUNDATION(IST) FOUNDATION 1 ��- .�,,, ems; o - ROUGH FRAAIING& PLUMBING - w� l — - R - STATE ENel• . 1 ,� .� 'E � • /' t/ -moi � i 1 1 . G / 1 1 TO VV'1'OF SOUTHOLD BUILDING PERTVHT APPLICATION CHECKLIST BULLIXENGDEPARTMENT Do you have or need the following,before applying' TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Boa dappro,al FAX: (631) 765-9502 Survey PERIVIIT NO_ Check Septic Porm - N.Y.S.D.F.C. ((( Trustees___ Examnted .20 0-1— Contact: Approved 10��,20 U)�- Mad to_ Ditapproved we Phone: Expiration 20_q�f_ Building Inspector ° t APPLICATION FOR BUILDING PERDIIT t Date . —- INSTRUCTIONS d app [canon MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector [kith 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit- d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not couunenced within 12 months after the date of issuance or has not been completed within 13 months from such date.If no zoning amendments or other regulations affecting the propeny have been enacted in the interim, the Building Inspector may authorize, in writing. the exten.iou 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 Cotmty,New York, and other applicable Laws, Ordinances or Regulations, for the construction of builditrgs, additions, or alterations or for removal or demolition a, herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. JJ (Signature of applicant or name, if a&illaoralo 1 atLA_;joyrw{ iWaa. oo- q N7 (Mailing address of applicant) Stare whether applicant is owner, lessee agent, architect, engineer, general contractor, electrician, plumber or builder `6a;�6✓� i=Exax yTy Naive of owner of premises l/_/S (_As on the tax roll or latest deed) If applic is a c)FFl4raton cirature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No Electricians License No. Other Trade's License No. 1. Location of laud on which proposed work will be done: � 513-+n�FF�—'1 �f�oJ:, cfj'S%f1%ciJ/✓ House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision J'y/y�/y/T Filed Map No.----Lot r�.ta (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:,r, a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building j---� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost /a eo Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units_ Number of dwelling units on each floor 1 If garage, number of cars o2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 00 Rear i S0Depth 10. Date of Purchase Name of Former Owner� 11. Zone or use district in which premises are situated �7 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES NO vt/ 14. Names of Owner of remises 44lF C Address `�� � p /ol ftone No.?'/�c��v�� Name of Architect �S'LC Address - ova Phone No Name of ContractorAddress _Phone No. &X - 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, STHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE UIRED. b. Is this property within 300 feet of a tidal wetland? * YES N( * IF YES, D.E.d. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at ry point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ( �J� C,,& 74 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor(aent orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tR before me this da of 20j!7F-�, N4ary Public Signature of Applicant LYNDA M. BOHN NOTARY PUBLIC,State of New York No.01 B06020932 Qualified in Suffolk County2 Term Expires March 8, 20 9--> NOTE Young & Young N 400 0stran.d.e'r Avenue, Ri.verh.ead, New York: 11901 AREA = 30,000 SQ. FT. 631-727-2303 {,4 9 • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 2" FILED IN `,. � THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, Navrard W. You", Land SU.Tve11gaT Alden. IF. Young, P.F. k L.S. (1908-1,994) `a I ' 2002 AS FILE N0. 10768. 3-j Thom" C. Wotpert, Professtion.at Enineer \�(,r • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) Robert C. Tast, Arr.hiteet _,'�, W E �,P 1.=62.8,?. 4 \� \ 7l li''F°f)I ' SRV10 $R,40.00, =fM1� TMLff r. P 0) PEPWIT 8311 Ar PP,34 WAW SDR Cori,,u MUOTO N NOR A `%' �\` \\ a�IfuL1rL;fkillslllL`Z° ''"u➢I3�,t�8 +6bF�"J €:',a I)AT8 lJ lc� v2� Hs F. S \ \ G W .c ,00 'oma \�.`` \\ 1:�f�taN9A7?:F 11 �71P. ,,. D )( IM �'ya EXPR"}L7°5'I.TSFJ r-,YTAd>S FROM DATROPkPPROVAL \\ 7 P�� � � \ �. lS�\ L.�....�....®v,.d•.�...� __.�,_..�.®" ...,.,..;.....,r. F'�j Seo s�j SURVEYOR'S CERTIFICATIONK IL WE HEREBY CERTIFY TO GUSMAR REALTY CORP. 9 ` MASPETH FEDERAL SAVINGS & LOAN o ASSOCIATION THAT THIS SURVEY WAS PREPARED IN p rs cA ,q � ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS 5 yko\ Nv w' ;:, \``yy/\ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF 0, PROFESSIONAL LAND SURVEYORS. ,.p°P�\�1 �. { oma „ ,+' °` g"r-1.�&,d%�'.. r \fEM vZ O/'F ��i \ �'i"^ ` f_i ` !1 I �li SS;a�h , .r��, `t' o' 2 �a>. cll�' Off, \�` HOWARD W. YOUNG, N.Y.S. LS. N0. 45893 q �m s \ 061, \` s< DLAND`'�f" ' Lot 21 \\, SURVEY FOR 4 �06 GUSMAR REALTY CQRP og •\o� 'eon LOT 21 "SUMMIT ESTATES, SECTION' 2,2 �6\ `ey' At East Marion, Town of S60-thold 1c oo tih S°�y�o °° Suffolk County, New YbYk' 5 S a 33; .P �-o tc` County Tax Map DmWIt 1000 s„,u.r, 35 `,8i'orp OB10.7 w r c r -— -- – 6 <1', c'. �9 �c3 BUILDING PERMIT SURVEY Or J+ \ n ono E's 07 0) MAP PREPARED JULY 1, 2002 ogw J ry'e \+ SCALE 1" = 50' s'�a Q= MONUMENT SET - MONUM-NT FOUND A STAKE SET A= STAMr FOUND c JOB NO. 2002 QD—0287 B 1 1,60 DWG. 2002_0267_bp "# F� L�. .-AN 1 3 1 Young & Young NOTE N n , 400 Ostrander Avev.ue, Riverhead, New York 11901 -� E If AREA = 30,000 SO. FT. 631-727-2303 s�e _ _ _ ' • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 2" FILED IN t�Alden W. 58 s I THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, «c Haw¢rd WW.. 1'uT,+.•r�y, Land S'nrueyor P.G. & L.S. (7908-1599) .-�'� 2002 AS FILE NO. 10768. Thomas C. Wolpert, Professional Engineer �'gK \� \ • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) Robert C. Tust, ArrhAteet z=w� W E \,P\ . \-=62.83, \ v 40,° HEALTH DEPARTMENT USE , f 26 S 0 o `� � foo' o '�� ���, \\ �.O\\ SURVEYOR'S CERTIFICATION ee J�aSrvpy'e��0 - ��o _-_ O� �\ • WE HEREBY CERTIFY TO GLISMAR REALTY CORP. & •�� 2 .�� cas\\\ MASPETH PEOERAL SAVINGS & LOAN ^FPo ASSOCIATION THAT THIS SURVEY WAS PREPARED IN \\ a<q`rl ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS \ S o c?�' ` \ < <�/ ADOPTED BY THE NEW YORK STATE ASSOCIA110N OF \ 5J4� IOy. \�R- -7 PROFESSIONAL LAND SURVEYORS. o \ �% tk a° '�K, c No '11 VN NE vv mbig o Y u' LX s L � o ' . HOWARD W. YOUNG, N.Y.S. L < S. NO. 45893 - 45g9nJ Lot 21 F,y Boa ks S�LANDS o o11PJ pJ7." �y \ SURVEY FOR Wy +Vji , �6 / a- �=L \aGUSMAR REALTY CORP . ,\5\d\ Sea LOT 21 "SUMMIT ESTATES, SECTION 2" so �w oa` ties At East Marion, town of Southold 'a Suffolk County, New York ;a� S �0 5 d'6 County Tax Map Dlsinct 1000 s.�r.. 35 Block OB L., 10.7 f ew <<1s� o FOUNDA ^ TION LOCATION 7_ o- s; \ o o �0n % �. FOUNDATION LOCATION DEC. 19, 2OD2 Seo o \ AMENDED PROPOSED HOUSE NOV. 7, 20028 4 MAP PREPARED JULY 1, 2002 ease SCALE 1" = 50' ------ - - - - --- I �e. JOB NO. 2002-0287 3.. 0 - MONJMENI 5P0 MONUMENT POUND STAKE 5ET A- STAKE POUND SF' DWG. 2002_0287-bp-foundation s NOTE Young & Young ` N 400 Ostrander Avenue, Riverhead, New York 1'1,901 ,euO •- 2 AREA = 30,000 SQ. FT. 6'31-727-2303 Am • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 2" FILED IN Alden W. Young, P.E. & L.S. (1908-1994) =ttp THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, 2002 AS FILE NO. 10768. Howard C. W. Young, Land Surueyo•r ��- , � Th.o•m,a.s C. Wolpert, Profession ak Engineer Robert C. Tast„A,TFh�iect ,-�a,4. Foga 8 ° W E P�. 9,4D.00: �\ \ ai=r, Aa S \\ \\\ � . 'p NN\\ \\\ SURVEYOR'S CERTIFICATION mF �O� ! C,`\ O�°"QP \\`�\ �/y\ \ • WE HEREBY CERTIFY TO GUSMAR REALTY CORP., $ - 5 ,r l� \ \ LAWYERS TITLE INSURANCE COMPANY & F a yt2 e ° rLs�•, o-� �' ^` A/ MASPETH FEDERAL SAVINGS & LOAN ASSOC. ' 5� \>`o +O p?F�� �:.�, , s�'j\ \�\r \ THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE 2£fi" ES ,�F��� ©�� �a'�' O\ \�/p\ CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THF NEW N \\\Q,\ YORK STATE ASSOCIATION OF PROFESSIONAL LAND m RS. r y wc0sf HOWARD W. YOUNG, N,Y.S. L.S. NO 45893' O r pyo yo. er. °� or so r phi oa; zs• IN SURVEY FOR i, `o S, yp Lot 21 \\ GUSMAR REALTY CORP . ° ��;; , \ 1. LOT 21 "SUMMIT ESTATES, SECTION 2" Z,1 �D ,E��so `z n`LaH� ti At East Marion, Town of Southold �g•.�� 061,190. r ac ��:. Suffolk County, New York ¢ oa�y`°5 County Tax Map olarl<< 1000 sEcm� 38 emck 07 Lol 10,7 5J�5�Y� I rL _I F=Z' 3.✓, H'G6 Or` tis J�`c oe�o, /sow \ FINAL SURVEY MAR. 26, 20D4 ° s ADDED CERTIFICATIONS MAR. 25, 2003 FOUNDATION LOCATION DEC. •9, 2002 �° \ AMENDED PROPOSED HOUSE NOV. 7, 2002 f� \ MAP PREPARED - JULY 1, 2002E, �— opt SCALE - FS 'JOB NO. 2002-0287 0 - MONUMENT S!1 = MONUMENT TOONE Q S1dYE SET A= STWE FOUND 6 - FkIIMNEY NO ROOF OVER F C WG. 2002-0287-fin a! I OWNER, DEVELOPER, AND CONTRACTOR: SECTONIO0 - GENERATDNWJONSOFTT 7. The specific Trade or Subcontractor shall furnish and Install all materials, labor, and equipment as indicated in these documents unless otherwise indicated or GUSMAR REALTY CORP. 13-77 37TH AVENUE 1 General All work to be completed In accordance with the prevailing State and directed by the Contractor. All materials are to be new except as noted, for temporary + local Village or Town Building Code, Articles and Regulations of all other agencies usage. All materials, labor, etc., shall be supplied to fulfill the intent and requirements LONG ISLAND CITY, NEW YORK having jurisdiction. of this project as required to complete the same whether specifically indicated or nate. " °� uSEcnoNr"�S• Z Precautions. All work to be performed In a safe and orderly fashion or manner. S. The individual Trade(s) and/or the specific Subcontractors) shall be totally, ZIP 11101 y z TEST HOLE DATA Contractor/Subcontractor shall conform to at least the following solely, fully and unequivocally responsible for the entire project, and all project safety, a Provide and install all prudent, as well as mandatory, site and public supervision, coordination, phasing, etc , any and all related requirements whether SY PROJECT AND LOCATION: j ', j - w 4,R xo., °,0, xc. z o°, protection throughout the course of the work, from excavation through and including specifically indicated or not. The Subcontractor shall also bear the responsibility g / i %%' SUMMIT ESTATES , / . , , TOPSOIL +R TOPSOIL RR• owner occupancy, thereof and shall be so held responsible for any assumptions made and shall, to the LOAM b. Maintain existingfullest extent of Law, Save Harmless the Contractor, the Consultant, the Managing ° RESIDENTIAL DEVELOPMENT 3 ase' LOAM 2.0' maintained clear and free of all obstructions, fsu h as lumber, cleaning Agency and all duly appointed representatives, officiates, partners, partners of SECTION 2, LOTS 11 THROUGH 23 "• supplies, cleaning chemicals, building materials, contractors tools, temporary partners, employees, or other vested parties to the fullest extent as allowed by Law, EAST MARION, NEW YORK 11939 SAND 4 partitions, etc against any and all claims, real or unreal. _ _ GRAS SAND 9. The method claims, presentation real tion of these GRAVEL C. Maintain or store building stored in or equipment which are subject to p drawings is graphic illustration LGc"noN NAP °:;•°aaE`,o„° c'”'D-•+4.D +R.R' combustion or 9 p nand IS ,]ar ,-°� o = obnoxious odor are to be stored in a locked and adequately ventilated means to Illustrate, not duplicate, the existing and proposed conditions. Do not scale ° ' ' r�RN D area Access to the area to be controlled by the Contractor or Subcontractor. these documents "'"'•°^= . d Keep all materials, chemicals, and/or equipment is to be stored In an 10. The specific Trade and/or Subcontractor shall provide all necessary temporary n.6 n G sNlp orderly fashion. weather rotection, support, bracing shoring etc., for not only the access to the work WN ,�Nne•'r�YARD -LANE NO, J e Assure that all flammable or combustible materials to be kept tightly area, butalso to/for boPh the new (proposed) construction work as required for the mi,. -:roan•_______ ''O TOPSOIL RR' sealed in their respective manufacturer's containers. Such materials are to be kept protection of the public, both the future occupants and the non occupants, and 21 a.OAN Le away from heat and in an adequately ventilated are property, at this building and at the remaining properties W s 11. All work shall be governed b the most stringent requirements, including the 23 f. Assure that all flammable materials used are stored in an adequately g y / Q b ventilated space. Provide temporary fresh air as required. Provide fire/odor protection. Building Code and Energy Code of the State of New York, Town, Village, and where sauD a Provide at least one fire extinguisher per floor level applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc., and shall NOTE R : SURVEY AND SITE GRAVEL P p r"°krs°'merlY / Q g. Assure that all electrical ower Is to be shut off where there are exposed be so adhered to b y the Contractor as if it were so called for or indicated in the wPrka` '°mIe Z �v °"` „g; .1z.w PLAN INFORMATION TAKEN conduits, open panels, etc, and that all temporary electrical power in the document. o �_ o s FROM YOUNG & YOUNG cw EL-a.R SAND " I6.0' work/cleaning area is to be shut off after working hours. 12. The Subcontractor shall verify all existing site conditions affecting the work or J h. Contractor/Subcontractor shall at all times ensure that there is no natural construction, including electrical, gas, plumbing, sanitary, utility components, and/or x o LANDSCAPE ARCHITECTS GRAVEL Q wo rs RIVERHEAD, NY DATED g 9 9 Y g services or construction as required to best ty z1F•E Ea » ,>,� - ,J":',°� E _ n.R• as leakage in the building, or an flammable as to be used during construction q perform and complete the m� A MARCH 1, 2001 i All precautions are to be observed in the building to maintain fire safety intended/required work in accordance with approvals and/or direction and/or best Fl No e e S o E and fire access or egress before, during and after construction period. accepted work practice with the work area. N+.swo%Ic.Mi., .s.:iw r• 108 � eP r�;f, s,:].ize m p :« O� oe"t S,°e Per,,,r s .,„•,, r w .S; TYPICAL PLOT PUN j. All obnoxious and other similar odor cousin 13. All required Site Surveys or Site Plan Preparation, and building location, shall 's°mm„ Ey , '° k y Hzs, a„s� b7 gr °� g products are to be q y mk °+Ur se".^ fRRo e5r,. u ;pa 'r° tE performed only in accord with EPA Certified Contractor Licensed Personnel, if be executed by a licensed State of New York Professional Engineer, as authorized for C°un1Y File N°'Sh26 a 9 s- 1,- _MMI+' ° 6 ; "•"R. •� required, as performed in accord with the manufacturer's preprinted brochures or e by the Contractor for filing with the local authorities. The Contractor shall r,Q. 66 /e rype�,�d551 -r:� �: U - performance _ ],,�=3>e instructions for use maintain and pay for all costs/fees related to this requirement 3 Stipulations All work shall be performed in a logical and prudent manner so 14 All required Subcontractor or specific Trade requests shall be submitted to or 12 �_ _ a w T rouse xausE as not to disturb adjacent or nearby properties or dwellings. Comply and conform to routed to the General Contractor, and not, repeat, not to the Consultant. The a 14 '� Is - I - f at least the following Subcontractor, Fabricator, and/or Supplier shall not make or have any contact °r '' I aN3i" " "' S 4{ R \ Vy a. Assure that the overall integrity of the building structure and all of Its whatsoever with the Consultant, prospective Buyer, or other not specifically appointed I Lorryp 8 ery n° ]rR ]e, •r v>p I F0i" ,n C roto w�° g systems is to be fully protected at all times and must not be disturbed at any time by re presentative(s). All inquiries shall be routed through the General Contractor. Is Kew ”'a r°nnsgr rhea °r r m ..°°. ., n \_ 1 ,`en i ” R°b,r s 5:. ° • C Y 15. The specific I ` N°r ° amr w�< i a " e- " an Trade not scheduled to work on the component. Report any disturbance Trade or Subcontractor shall make no change to the intended and r'N MR her° °" "+.a• _ _ immediately to the Contractor and take steps immediately to terminate or limit the approved scope of the project as indicated on this or by these documents unless illa `' — RR"D disturbance to the specific system or component. specifically recommended by the Consultant and/or approved through the stipulated �� ff °"°SehameaY b. Maintain all debris, dirt and dust to a minimum and confine the same to process, for revisions to the(se) document(s) and/or mandated by the Building Schq,°,fem cI? q the immediate building work area. Do not allow debris or dirt/dust to travel to the Department In writing. Any such unauthorized change shall be subject to immediate Application filed for t"b l lD v adjacent site. correction by the specific Trade or Subcontractor with additional charge to the specific work at this lot only] ;� J� `� u c Assure that all debris, dirt and dust and toilet facilities are to bei cleaned Trade or Subcontractor, if so instructed by the Consultant/Contractor and/or deemed s \ p and cleared from the building site periodically to avoid excessive accumulation, necessary to satisfy the Building Department Requirements. - -?� related hazards, and unsanitary conditions. 16 All specific Trade or Subcontractor work shall be required to coordinate with d. Construction operations will be confined to normal working hours; 7 A.M. other/all Trades. DO NOT proceed with installation or completion of any work until to 6 P.M., Monday through Friday/Saturday, except legal holidays, or as allowed by the such time that the back up or associated work has been inspected and the work has local authorities. been verified, coordinated, and accepted by the specific Trade or Subcontractor e. Do not allow abnormal construction noise to occur without due notice, or performing the work after the completion or installation of the previous Trade or PROJECT AND LOCATION: when such noise is determined abnormal by the Town or Governing Authority Once Subcontractor work. SUMMIT ESTATES - MASTER PLANS FOR PROJECT AND LOCATION: occurring, the abnormal noise shall immediately cease until further notice has been 17. The Contractor shall provide and pay for all routine City/State filings, applicable THE IMPERIAL Il, A ONE STORY CONTEMPORARY RANCH SUMMIT ESTATES - MASTER PLANS FOR given or until the abnormal scheduling has been agreed to. tests and work permits in accordance with the local authorities and/or the prevailing SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 THE WEDGEWOOD I. ATWO STORY VICTORIAN COTTAGE f. All construction work shall be performed in limited sections or areas. Department of Buildings, or as required, including, but not necessarily limited to EAST MARION, NEW YORK 11939 SECTION 2, LOT NIO. 21 Subcontractor shall have available temporary emergency jacks or shoring in the vent General Work Permits, septic percolation tests, radon, Fire Department EAST MARION, NEWYORK 11939 that it is deemed necessary, prudent, or if in the event a non scheduled) or non Inspections/Certifications, Building Department Inspections/Certifications/Sign Offs,PROJECT AND LOCATION: Predictable Incident should occur. etc SUMMIT ESTATES -MASTER PLANS FOR D_w_g No Description 9 The Project Foreman and Subcontractor for the project shall continually 18. All electrical, mechanical, plumbing, and/or underground sprinkler work is to be THE CAPE MAY II, A ONE AND ONE HALF STORY G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions monitor the installation of the building components and building structure, including filed under separate application or amendment to this application. Any required or NEW ENGLAND CAPE of the Project, and General Contract Notes steel beams, concrete slabs and masonry, carpentry, sheet rock, stairs, etc. authorized electrical, mechanical, plumbing, or underground sprinkling work shall be SECTION 2, LOT NOS. 16 & 23 G-2 General Contract Notes Continued, Definitions and Standards, and throughout the construction and installation process. should any unwarranted performed by the specific work or trade Contractor associated with the building of this EAST MARION, NEW YORK 11939 Project Administration, Special and Supplemental Conditions movement, displacement, deterioration, and/or settlement be Project. RS-1 Project Reference Standard Details suspected/observed/documented, then the specific Trade or Subcontractor shall 19. These specifications and drawings shall become part of the Contract for the immediately stop work and perform any mandatory/required/prudent shoring, bracing, work. Any omission of building components in these specifications does not relieve PROJECT AND LOCATION: EN-1 Energy Compliance Requirements and Details SUMMIT ESTATES -MASTER PLANS FOR PS-1 Building Department Notes, and Project Specifications, Sheet No 1 repair, or any other emergency work requirements and notify the building the Contractor of the obligation to install them, as shown on the drawings All work to THE TARA Il, A TWO STORY CLASSIC COLONIAL management. be e PS-2 Project Specifications Continued, Sheet No 2 Performed must conform to all Local, State, and Federal Codes and Standards, SECTION 2, LOT NOS. 14 & 18 PE-1 Building Elevations and Schedules including applicable ADA and Barrier Free Regulations in effect at the time of EAST MARION, NEW YORK 11939 PP-1 Foundation Plan, Notes and Schedules SECTION SF101 - CFNERAL_CONTRACT NOT) S construction. PP-1 ALT Alternate Foundation Plan, Notes and Schedules 20,1. The Contractor's Consulting Architect and/or En condition in work to be d fabricated after framing construction must be verified for size and PROJECT AND LOCATION: PP-2 First Floor Pllan, Schedules and Miscellaneous Notes 9 Engineer have not been retained y the Subcontractor prior to fabrication. SUMMIT ESTATES -MASTER PLANS FOR PP-3 Second Flooir Plan, Schedules and Miscellaneous Notes for supervision of this or any future related project as part of the current Agreement. 21. All Subcontractors are responsible for existing site conditions. All THE WEDGEWOOD I. A TWO STORY VICTORIAN COTTAGE However, if authorized and duly compensated, the Consulting Architect and/or Subcontractors are responsible for legal disposal of all constn iction debris remaining p will Engineer En e from their SECTION 2, LOT NO. 21 9 perform routine and periodic reviews of the work and report the findings operations, which shall be removed from the site on a continual basis as PLUMBING to the Contractor and/or prevailingBuilding Department, the work progresses at his or her expense. This is part of the Contract for the work EAST MARION, NEW YORK 11939 PROVIDE /4 HR. FIRE 9 p 9 ALL PLUER MBING WASTE ' DO NOT PROCEED WITH 2. The specific Trade and/or Subcontractor(s) shall investigate all existing 22. All cutting shall be performed by the specific Trade or Subcontractor requiring ' &WATIEFORECOVED FRAMING UNTIL SURVEY conditions prior to commencing work for the scope of work involved, or required by the the cutting. All cutting shall be performed in such a manner as to not impair the PROJECT AND LOCATION: TESTING BEFORE COVERING RATED SEPARATION TO structural integrity performing 9 PART. 717.3 (f) (1) OF Contract Work Scope. Report all relevant and significant deviations or conditions, grity of the building or component. The Contractor erformin the cutting SUMMIT ESTATES -MASTER PLANS FOR OF FOUNDATION LOCATION THE DEVONSHIRE, ATWO STORY CLASSIC VICTORIAN PROVIDE ANTI-SCALD AND/OR N.Y. STATE BUILDING CODE. which may affect the outcome of the work scope to the Contractor in writing, prior to shall provide any temporary supports, bracing, and other safeguards necessary to HAS BEEN APPROVED. 9. g SECTION 2, LOT NOS. 13 & 19 THERMAL SHOCK PREVENTING performing the work. insure the safety of the other workers. The Contractor who has performed the cutting DEVICES AS TO PART, 902.6(x) PROVIDE SMOKE-DETECTING 3 . "' ; 3. Where required by field conditions or the work scope, cut and trim all proposed shall remove all debris resulting from such operations. Patching and/or completion of EAST MARION, NEW YORK 11939 N.Y. STATE BUILDING CODE. openings to receive or suite the Indicated or required proposed condition Shore as any cut component(s) shall be the responsibility of the Subcontractor that made the ALARM DEVICES pp 9 AS TO PART. 721.1 �QQ'� l$�;, required, original cuts in the work. PROJECT AND LOCATION If copper tubing is used ,V^a_, 4. The entire site shall be maintained in a weather tight and theft tight condition SUMMIT ESTATES -NASTERPLANS FOR for water distributing N.Y.SBUILDING CODE. DATP - B,PAf 9 9 SECTION F10 - OF•FIN1T_IONSANDSTANDARDS THE FARMINGTON II, ATWO STORY CLASSIC FARMHOUSE system; ,,7- during the construction and finishing of the building. It shall be the responsibility of the SECTION 2, LOT NOS. 15 & 20 piping shall be FEB BY:_ �_ specific Trade or Subcontractor to maintain this condition before, during and after A RELATED DOCUMENTS of types K or L only NOTITFY BZILDI�P G 6TP, MENT AT -ASTMARION, NEW YORK 11939 PROVIDE OPENINGS FOR Ts5•T302 f AM TO A PM FOR THE normal construction hours. The specific Trade or Subcontractor shall adjust his UNDERWRITERSCERTIFICATEFOLLOWINGINSIIR':CTIGNS: insurance coverage to include the value of the intended scope of work and to name 1. Drawings and general provisions of Contract, including General and REQUIRED EMERGENCY ESCAPE AS . FOUNDATt• i - Two REOUIREE the Contractor, and if applicable, the Owner's Consultants, and all duly appointed Supplementary Conditions and other related Specification sections, a to work of PL REQUIRED BY PART. 714 OF FORPOUll '0I` cPrTE representative(s) as an additional insured(s). apply ONL BER CERT/f/CgTjQ� a ROUGH • F Wi,l Mj & PLUMBINe this section. N.Y. STATE BUILDING CODE. a INSULATIOIM 5 The this and any/all Fabricators, Suppliers, or Laborers shall CERT/ CA E�NTENTgP ORE a FINAL • CG<"'TMlalauTlON MUST maintain all required access to the project, adjacent properties, etc., including at least, B. DESCRIPTION OF REQUIREMENTS: Of QCCUPAA BE COMPLETE= ,,510.0. but not necessarily limited to fire and emergency access, or as required by the Local Si ER USED/lV CY OCCUPANCY OR ALL CONSTRUI.17100 CHALL MEET Authority having jurisdiction SUP WATER U$iE I$ UNL>1 JFUL THE REOUME-.. ,,, OF THE N.Y. 6 The specific Trade or Subcontractor shall leave the premises at the time of 1. General This section specifies procedural and administrative 1'SYSTEM CA OT STATE CGNSTRUCiPle,01 ENERGY completion in broom clean conditions as accepted b the Contractor or his appointed requirements for compliance with Governing Regulations and Codes and Standards wKC p2110 �f// Nn/ WITHIOUTCERIIF•ICATE CODES. NOT RESPC'MIti'IBLE FOR P Yimposed upon the Work. These requirements include obtaining permits, licenses, LEAP. OIF OCCIDFHi'4CY DESIGN OR CMST:SLICTJC6MERRDRB representative. inspections, releases and similar documentation, as well as payments, statements - - --- - -- - and similar requirements associated with Regulations, Codes and Standards. REVISIONSED q PROJECT AND LOCATION: tE N �- Q�ti BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. / OWNER, DEVELOPER, AND CONTRACTOR 6• ��, I1�' I /� 7� /l,f'P�U N C PROJECT AND LOCATION. c a y e c _ <+ yrQ t^ STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. q' ASS ((;b p,0 , 0=�y� IhGI > SUMMIT ESTATES SUMMITESTATES-MASTER PLANS FOR ¢w +hoer°edway,sble1115-Newma,NewY"ra,Rom-riz,z6e3saaalos.Fa. - GUSMARREALTY CORP. QnJ(J TU cyJnJL: 1=0A. .AEVIt=W - r THE WEDGEWOOD II, ATWO STORY VICTORIAN COTTAGE 2126be.0°80 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT - LONG ISLAND CITY, NEW YORK SECTION 2, LOT N0. 21_. � ,O' F '/1:": 1 cer'; -Co+J,SAr>�V1�'w-7-LGnI - SECTION 2, LOTS 11 THROUGH 23 EAST MARION, NEW YORK 11939 - _ - --- - EAST MARION, NEW YORK 11939 m� m e Title Sheet, KeylWork Area Plan, List of Documents, General Conditions ZIP 11101 --- 9r °• +izz t° of the Project, and General Contract Notes B °F NE'N DATE: a The term "Regulations", is defined to include laws, statutes, all labor, materials, protection, equipment, tools, insurances, (miscellaneous) b Unreferenced Standards. Except as otherwise limited by the ordinances and lawful orders issued by governing authorities, as well as those rules, permils, coordination, site safety, phasing, supervision, and all other items required 2. Such obligation(s) shall not be construed to negate, abridge, or contract documents, standards not referenced but recognized in the construction conventions and agreements within the construction industry which effectively control and necessary to complete the Intent of the Project as described in the Contract otherwise reduce any other right ri obligation of indemnity which would otherwise industry as having direct applicability will be enforced for performance of the Work. exist as to an the performance of the Work regardless of whether they are lawfully imposed by Documents The decision as to whether an Industry code or standard is applicable, or as to which theY Party s person described in the Paragraph in any or all claims against Owner or the Consultant, any of their agents or employees by any employees of governing authority or not of several standards are applicable, is the sole responsibility of the Contractor and/or he Contractor, any sub-Contractors, anyone directly or indirectly employed by any of 16 Not In ContractThe term or phrase "Not In Contract" shall mean, his supervising Architect and/or Engineer 2. Governing Regulations Refer to the General and Supplementary and be defined as, that limited portion of work, project, site, location, requirement, them or anyone for whose acts of any of them may be liable. Conditions for requirements related to compliance with Governing Regulations. trade or other item or entity that is not at this time part of the Contract work 2. Publication Dates: Except as otherwise indicated, where compliance performance or requirement of the specific Trade and/or Subcontractor, and shall be with an industry standard is required, comply with standard in effect as of date of 3 Additionally, the indemnification obligation under this section shall not C. DEFINITIONS, performed or authorized by the Contractor or the Contractor's Agent, separate to the be limited in any way by any limitation on the amount or type of damages, contract documents. The updating of these documents and standards is Contract work, that is to be, is being, or has been performed by the authorized Trade automatically assumed to be the responsibility of the Contractor compensation or benefits payable by or for the Contractor or any sub-Contractor under 1. General Explanation' Certain terms used on contract documents and/or Subcontractor. It is understood and accepted that the Contractor shall be Worker's or Workmen's Compensation acts, disability benefit acts or other employee are defined in this article. Definitions and explanations contained in this section are guaranteed, by the specific Trade and/or all authorized Subcontractors, the right of and 3 Conflicting Requirements.Where compliance with two or more benefit acts. The obligations of the Contractor under this Paragraph shall not extend not necessarily complete but are general for the Work to the extent that they are not to maintain the unanticipated operation of the facility and any or all work performed by standards or work requirements are specified, and where these work requirements or to the liability of the Consultant, his agents, or employees, arising out of. q stated more explicitly in another element of the contract documents. the Contractor's own forces, or another authorized Trade or Contractor, and that this standards establish different or conflicting requirements for minimum quantities or a. The preparation or approval of reports, drawings, opinions, maps, agreed to or requested "Not In Contract" work shall not be in any way restricted, for any quality levels, the most stringent requirement will be enforced, unless the contract 2. General Requirements. Provisions and requirements of other reason, by the specific Trade and/or Subcontractor documents or Contractor verified field conditions specifically indicate otherwise. The certificates, surveys, Change Orders, designs, or specifications sections apply to the entire work of the Contract, and where so required, notes or decision regarding requirements that are different, but apparently equal, and b The giving schedules on the drawings, to otherparagraphs or schedules in the specifications, 17. Where Required: The term "where required" shall be interpreted and g ng of or the failure to give directions or instructions by the 9 P uncertainties as to which quality level is more stringent, shall be the sole and and to similar means of recording requirements in contract documents. Where terms construed to be synonymous and to mean that the Contractor, Subcontractor, or unequivocal responsibility of the Contractor. Consultant, his agent, or employees provided such giving or failure to give is the such as "shown', "noted", "scheduled", it is for the purpose of helping the reader Fabricator must fumish, install, provide, or in some other way, perform work in order to primary cause of the injury. locate the cross-reference, and no limitation of location is intended except as complete a portion of the described work scope. In addition, it is clearly understood a. Where copies of standards are needed for proper performance of specifically noted that the satisfactory and adequate completion of this "where required" work the Work, the Contractor is required to obtain such copies directly from the publication 4 The Subcontractor shall protect the adjacent completed or partial) performance shall be determined by the Consultant. source. completed y 3. Directed, Requested, etc.: Terms such as "directed", "requested", p portions of the work against damage by this specific Trade or "authorized", "selected", "approved", "required", "accepted", and "permitted" mean D. SPECIFICATION FORMAT AND CONTENT EXPLANATION. b. Although copies of standards needed for enforcement of Subcontractor's work, and shall exercise special care and precaution in the execution of work. Any damage to said property resulting from the specific Trade or "directed by the Consultant", and similar phrases However, no such implied requirements may be required submittals, the Consultant reserves the right to submit Subcontractor's work shall be repaired at causative Contractor's expense. Said meaning will be interpreted to extend the Consultant's responsibility into the 1. General: This article is provided to help the user of these additional copies as necessary for enforcement of requirements. Contractor's area of construction supervision and coordination specifications more readily understand the format, language, implied requirements Contractor will be expected to carry adequate damage insurance that will protect the and similar conventions of content None of the followingexplanations shall be prime/general Contractor and Consultant against any claim for damages to the p 4. Abbreviation and Names: Trade association names and titles of general existing building due to the operations of the Contractor. 4. Approve: Where used in conjunction with the Consultant's response interpreted to modify the substance of the contract requirements. standards are frequently abbreviated. Where acronyms or abbreviations are used in to submittals, requests, applications, inquiries, reports, and claims by the contractor, a. Production Methods: Portions of these specifications have the specifications or other contract documents they are defined to mean the D. CONSULTANT LIABILITY: the term "approve" will be held to limitations of the Consultant's responsibilities and been produced by editing master specifications; they may contain minor deviations recognized name of the trade association, standards generating organization, 1. The Co s duties as specified in General and Supplementary Conditions. In no case will the from traditional writing formats. Such deviations are a natural result of this production governing authority or other entity applicable to the context of the text provision. Refer n ultant has been retained solely the Contractor for the design, preparation, and filing of the afore to descrcr the plans, elevations, Consultant's approval interpreted a release of the Contractor from technique, and no other meaning shall be implied. the "Encyclopedia of Associations", published by Gale Research Co., available in specifications, and details The Consultant has not been retained for the monitorin of re co m responsibilities to fulfill requirements of contract documents or acceptance of the most libraries 9 Work, unless otherwise provided by requirements of the contract documents. 2. Specification Content. This project specification has been produced the Subcontractor's work, the review of Shop Drawings or Samples, the employing certain conventions in the use of language as well as conventions Administration of the Contract, or other similar services normally associated with 5. Project Site. The term "project site" means the space available to the regarding the Intendled meaning of certain terms, words, and phrases when used in CTION SF103 - PROJECTADMWBTRATION SP__ECIAL,AN❑ SUPPLEMENTAL these services Contractor for performance of the Work, whether exclusively or in conjunction with particular situations for circumstances. These conventions are explained as follows' CONDITIONS 2. The Consultant has no obligation or intention by Law to or by the others performing construction as part of the project The extent to the project site is prospective buyer of this specific dwelling or living unit. Similarly, the Contractor'sConsultant is not bound, nor shall, or can, the Consultant be bound to the prospective shown on the drawings a. lin certain circumstances, language pused in specifications and A SAFETY REQUIREMENTS: buyer of this specific dwelling or living unit by any current or future pcontrractual other contract documents is of the abbreviated type. Implied wards and meaning will 6 Owner. The term "Owner" shall refer to the Contractor's be appropriately interpreted. Singular words will be interpreted as plural and plural agreement between the Contractor and the described prospective buyer. organization, company, corporation or other similar entity referred to in the Contract words will be interpreted as singular where applicable and where the full context of 1. The Contractor and Subcontractor alike are advised that this is to be a 3. The maximum financial or legal obligation of the Consultant for any (Bid) Documents for whom or for which the work has been prepared for by the the contract documents so indicates. safe job. The Subcontractor shall provide his workmen and all others engaged in the agreed to or binding judgment or arbitration shall be limited to the total cost, less Consultants and will be performed by the selected Trade or Subcontractor(s) and performance of work with all necessary full-time supervision and safety equipment, reimbursable expenses, of the compensation for this specific dwelling or living unit shall include not only the identified name, but all duly appointed agents, b Imperative Language is used generally in the specifications. including hard harts, safety belts, fire extinguishers, fire watch, and protective clothing representative, or other named person(s) and/or entity, unless so excluded elsewhere Requirements expressed imperatively are to be performed by the Contractor. At and shoes where necessary. All gas fired machinery, electric tools heat inducing in the Contract Terms or Conditions, certain locations in the text, for clarity, contrasting subjective language is used to devices, ladders, scaffolds and other equipment shall be in good condition and shall describe responsibilities which must be fulfilled indirectly by the Contractor, or by comply with generally Accepted Standards, with the State of New York, OSHA, and 7. Consultant(s) The term "Consultant and/or Consultants" shall be others when so noted. local Building Department Regulations. used as either in the singular or plural to refer to or describe the singular or B PROJECT AND CONTRACT ADMINISTRATION' combination of the Architect(s) and/or Engineer(s) retained by the Contractor for the preparation, issuance, and review of the Contract (Bid) Documents and the routine 3. Methods of Specifying: Techniques or methods of specifying monitoring of the selected Contractor to perform the work. requirements vary throughout the text The method used for specifying one element of 1. Project Supervision The Contractor, and/or the Subcontractor, the Work has no bearing on requirements for another element of the Work shall bear the responsibility to "supervise" this work and/or any and all portions 8. Contract (Bid) Documents: The term "Contract (Bid) Documents" thereof. It is specifically understood that the overall daily Project Supervision of all, or shall refer to the work scope, drawings, details, general/special/supplemental 4. Assignment of Specialists In certain circumstances, the of any limited portion of the Project is to be totally, fully and unequivocally the conditions, specifications, addenda, and all other required information or terms specification requires or implies that specific elements of the Work are to be responsibility of the Contractor and/or Subcontractor This shall include the deemed necessary by the Owner's Consultant(s) to describe the Project Intent to assigned to specialists who must be engaged to perform the element of the Work responsibility of all equipment, maintenance of safety barricades, all temporary the selected Contractor(s) to adequately, safely and satisfactorily perform and Such assignments are special requirements over which the Contractor has no choice protection requirements, construction procedures, construction methods, etcmust complete the intent of the project. At least two (2) sets of the latest issuance of the or option. They are intended to establish which party or entity involved in a specific be designed and constructed by the Contractor(s). Contract (Bid) Documents and all subsequent addenda or changes shall be element of the Work is considered as being sufficiently experienced in the indicated maintained at the site by the Contractor for the Contractor identification of the work construction processes or operations to be recognized as "expert" in those processes 2. Project Monitoring. It shall be understood by all parties that the scope changes (if any) and for review by the Consultant(s). or operations. Nevertheless, the ultimate responsibility for fulfilling all contract Contractor's Consultant has not been retained, on any basis, to "Supervise" this work requirements remains with the Contractor. or the (Sub)Contractor forces. The Contractor's Consultant, if authorized and duly 9. Subcontractor(s): The term "Subcontractor(s)" shall be used as either compensated, shall make occasional visits to the site as required to review progress in the singular or plural to refer to or describe the single Trade or Subcontractor a. These requirements should not be interpreted to conflict with the and to consult with the Sub or Prime Contractor when specific stages of the work have selected by the Contractor and/or group of one or more Subcontractor(s) or Trade(s) enforcement of building codes and similar regulations governing the Work. They are been reached, or when a specific problem conditions arises that require his attention selected and authorized by the Contractor to adequately, safely and satisfactorily also not intended to, interfere with local trade union jurisdictional settlements and and/or to perform a general review of the Subcontractor's on going work and to perform and complete the requirements of the Contract (Bid) Documentssimilar conventions. provide commentary relative to that portion of the work that was reviewed at this specific interval. The specific Trade or Subcontractor, and only the Subcontractor, 10 Furnish: The term "furnish" is used of mean "supply and deliver to b Tirades: The use of certain titles such as "carpentry" in the shall be responsible for the Project Supervision, Project Safety, Work Methods, and the project site, ready for unloading, unpacking, assembly, installation, and similar specifications, is not iintended to imply that the Work must be performed by accredited Work Performance. This is to be an undisputed fact and irrevocable Contract operations" or unionized individuials of a corresponding generic name, such as "carpenter". It Requirement. If requested by the Contractor, the Subcontractor is to provide a Letter also is not intended to imply that the trades persons of that corresponding generic of Certification stating that the job/project/work period has (has not been) a "safe" and 11 Install. The term "install" is used to describe operations at name. "incident free" job/project/work period. If, in the event that the job/project/work period project site including the actual "unloading, unpacking, assembly, erection, placing, has not been safe or if (an) incident(s) have/has occurred, then the Subcontractor anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and E. DRAWING SYMBOLS, IF APPLICABLE, shall accurately define the incident(s) at the time of the Letter of Certification similar operations". 1. Generale: Except as otherwise indicated, graphic symbols used on 12. Provide: The term "provide" means "to furnish and install, complete the drawings are those symbols recognized in the construction industry for purposes and ready for the intended use". indicated Where noft otherwise noted, symbols are defined by "Architectural Graphic C INSURANCE REQUIREMENTS. Standards", published by John Wiley and Sons, Inc , seventh edition 13. Installer: The "installer" is the "entity" (person or firm) engaged by the 2. Abbreviations: Except as otherwise indicated, condensed, and/or 1. It is therefore understood that since the Contractor and the related Contractor, its Subcontractor or Sub-subcontractor for performance of a particular shorter conditions, terms, language, words, or similar shortened nomenclature shall Subcontractors are totally responsible for all conditions or incidents, that the element of construction at the project site, including installation, erection, application be that which has either been listed on the included abbreviation list, the accepted or Contractor shall save harmless the Contractor, the Contractor's Consultant (or duly and similar required operations. It is a requirement that installers are experienced in known industry standrard, the (Webster) dictionary, or as required for the specific use appointed representative) and all agents, employees, and all other required entities to the operations they are engaged to perform the fullest extent of the Law from and against all claims, damages, losses, and F INDUSTRY STANDARDS: expenses, including, but necessarily limited to, attorney's fees arising out of or 14. Testing Laboratory: A "testing laboratory" is an independent entity resulting from the performance of the works, provided that any such claim, damage, engaged to perform specific inspection or tests of the Work, either at project site or 1 Applicability of Standards: Except where more explicit or stringent loss or expense is or occurs as follows. elsewhere; and to report, and (if required) interpret results of those inspections or requirements are writiten into the contract documents, applicable construction industry tests. standards have the same force and effect as if bound into or copied directly into the a. Is attributable to bodily injury, sickness, disease, or (death, or to contract documents. Such Industry standards are made a part of the contract injury to or destruction of tangible property (other than the work itself) including the 15. Work: The term "work" shall be construed to be synonymous with documents by reference Individual specification sections indicate which codes and loss of use resulting therefrom, and/or the phase(s) intent, area, performance, requirement(s), energy or any other "being" standards the Contractor must keep available at the project site for reference. IS. Is caused in whole or in part by any negligent act or omission of and shall be defined as that (work) which shall be provided by, performed by, the specific Trade, and Subcontractor, anyone directly or indirectly employed by any of executed by, supervised by, etc, the specific Trade(s) and/or Subcontractor(s) a. Referenced standards (standards referenced directly in the them or anyone for whose acts or any of them may be liable, regardless off whether or necessary to adequately, safely, and satisfactorily perform and complete the intent contract documents) take precedence over standards that are not referenced but not it is caused in part by a party indemnified hereunder. and requirements of the Contract (Bid) Documents. It shall also unequivocally mean generally recognized in the industry for applicability to the Work. REVISIONS e`' ¢� �� �p �T BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. 2 OF PROJECT AND LOCATION: w �� i a L OWNER, DEVELOPER, AND CONTRACTOR: b - 2� G'2 d�Srlu G�,m.P�, r�oF �G�lh1 -ANG( {9�' 1V6 - PROJECT AND LOCATION ,y STELco RES]ORATION AND WATERPROOFING TECHNOLOGY CORP. GUSMARREALTY CORP. SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR * S �LCo nyaeroadw"y,Suite 1nsriewYa,k.Nie"Avon,i0001 •Tecz1z.sea9ao4ms•ra, 212M3e5e0 — n ANO Y1a eRt9nS�7� n�R R. a d, ■ L 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE WEDGEWOOD II, ATWO STORY VICTORIAN COTTAGE Q LONG ISLAND CITY, NEW YORK '9"'�0 �°"r"� ISSUED ,�4"'yl�', C+?n.)b"Yt'S'�'�;��o,D SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NO. 21 �, 11Za% o ZIP 11101 EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 �� of T415- General Contract Notes Continued, Definitions and Standards, and i Project Administration, Special and Supplemental Conditions BATE: 6—Z6 - o ff - �,__„ f'LGG 1I N - 7, a r s SPR E a� (0/V' _A7' &0 'GFx P fCIJ ? f4 11a rJ1 W-3 cJ L_' P� : r w�, - plc, v _r SPECIAL __- SUBCONTRACTOR REOUIREMEN[INQT_E -- It shall be an unequivocal fact that all Trades/Subcontractors gr _ r ritla alL bD 02?�L = a JJ 1 tiz� 7v - - R �✓JG Ca shall be responsible to perform their work to meet all applicable � ° ° 'rer-sn- CYORO� 4N-4l OP- A-vae Y,d1L,Lo n /e '4 - !7✓ - _/ P P PP _ \ / Q C 7/J� , a1 �hl J1 N Cir - Codes and Industry Standards, regardless of whether all Items VaN�, are Ail aD d LSF, Arra d indicated on the Conditions. TherPlansded in the have beenOprepared anfdcation Q , ..- �jp /� l a" issued as an outline for the work and do not Include non described N T3 Lenisr4 /N,r�A4. \. a �/ q� er rip e e - �� �tdFDr /djT/ or Indicated Code Compliance issues. If there becomes any 2x A1Ula / I/ VtLl P s _ _ _ _ ' field condition or item on the Plans or e the Outline Specification Work that may prevent the Contractor from performing the Project Work 'fir `�ALQ, 4 . °,z'F1615, p plpE Gbh, � Yf L�. LV ERY"" ' to Code, the must immediately bring this to the attention of the 26^ GALT CA 4:, �5CN�a7 4�, �'-t,^7,G Contractor to resolve. Failure to report the condition immediately, PrP G1JL, 1-w-"Ifoubus, (q FlL per this Contract, will make the Trade/Subcontractor liable for a ° ° W F 71 +wg"nsq" sq s�q+c 2K a AT � r�rcr ON NOV- GnLr Cs1N7a J �� VEiJr sLF/7 all reparations to bring the work into Compliance or up to - 1 F9) A-AAOUT, �// i- " ��^ pyp t� -B� lS - p Industry Standard. In addition, all scheduled or required Trades! o 0 04 �oF Yy off " ONGN°R ?S �� .t3taNv _ ^"6' D Subcontractor shall schedule Building Department Inspection(s) °LT Jai 1 lS_ Rs - P Y 9Department. is Code Comor their el andt and sat sfactorthtolthe Building din Igor be P P ( ) y <O ____ ✓.�"r I"W 6 . ._ -- - J. EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framingshall/may be _ ii �' 9' >Q_ '�`>'6 L 1�7^a 1•v utilized at insulated sidingsystem only, 2x6 exterior wall framing required hhl/JA 7rD>�_ + 9 Y EnergyComplianceu r�T . N NON SaW/NK C. #. 7 ViSP�f 7 4nr - �� a faN 7Jo-. p - l i1.YIfi� NST otherwise at all other siding systems for NYS Ener Code FLAT 57f� �gFi/NG i#.cr?e �/e.�Of?(/C)C� A �_ �X'7P V y v� � �; $p�YA� I�yQ/'�s Std - p ram lNsUrw, { tee err -- c�a - zaJrarcN x&T4//c q�t Jk^#V9TLR t�h/ 2-24 ry/Na aA cae�r�XTrrsr W4(.e. _ ( tt4r Si , �St�01106 L»�1 2r � Z � WINDOW HEADER FRAMING NOTE At 9'-0" ceiling height, set ° IrU a/2 Vii f�onl _ _ __- _ @ SA Cr top of window unit for a finished dimension of T-6" from finish -' -- Sim GM- / a i tl a ANGV floor to top of window unit. At ceiling height, set top of window - ml, 6Ru �/s�rsr 4" / �d 'e (� unit for a finished dimension of T-6" from finish floor to top ofTas� a•L�- 134WN ,� Y ,rjK _� fg�rv�� window unit. 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VA6 �. ofi n. a /k ' - [�E? _E'. �ftiC-1Vl/�t�" !hla�'II.ST/ _ Biu /1AC / f L 4, 7d7W _ 6oN1�1'_- 3EAWn1GVdGSfa APL4'7r, ,' / r 8`+ G?�I �T �NGAak �DLY� l�N� - - -- �47� I�ItC• --A7 A1VC,s'o�- - e It 6l f 1Y Gia ONI -- �aG�� �N� �: 1c G' R�WLy�AC a l NUr - IGS _ U/ I1NC �iPIZ._ TIIt� -1 =_ 1�X. - 5t - . � yr ;, 9/S�s,a 4� vr u 'R�s�am / REVisFr> 9�5�a2 �: �1 aJ�.��,aL64 �®a7 ®c3�ral�d � J�aAa sem EN-e, REVISIONS PROJECT AND LOCATION: tEaED °Rcy CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. a 6,T ✓� OWNER, DEVELOPER, AND CONTRACTOR. 6 - 26-'Oz, lssu6o 7o t o,H. /'o,4• (=1 LING km cd APf1P4'7VA4 PROJECT AND LOCATION " �N c JL A o r STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, SUMMIT ESTATES SUMMIT ESTATES-MASTER PLANS FOR �¢ iF°\ STE�co ono aroear,ay,sine��is•Ner,m,K,niew von<mooi •ral.zizseasnaaros•F�. ziz.sesssea GUSMAR REALTY CORP ANN 1!) wligQ;1• /-"a1, po"1i'i0 RESIDENTIAL DEVELOPMENT THEWEDGEWOODII,ATWOSTORYVICTORIANCOTTAGE 7" � 13-77 37TH AVENUE _ /`tel jI LONG ISLAND CITY, NEW YORK 7'' S- -- 0 2 GENERAL, ,h,ti'Wl`:,/P.-ahJ SECTION 2, LOTS 11 THROUGH 23 EASSECT MA 2, LOT NNO.EW 21 7 EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 s„ y ZIP 11101 --y--�;30 _ 02 /,.,�L/krl�, pop, <";as"1' i ,i+gUrT'ar:n,/ A v} roo ,1,a_s-�oP Project Reference Standard Details DATE: R-3b C ")BAT Ild A7eaty LJd4E OF agDio - - -- -- R'tP (6") SATr INSU4ArION y9 T tJ NOTE: ` - CDNTrNlaus(A SLaPRO�CRIL148" MOTE; l^l. i'6")PSATT — R 4� (2) LAyt;RS R /9<G°) rNsrAL6 MINIMUM' @ 2x6 WALL FRAMIII(7 YYP/CAG OP FINISNEA�BOIdUap, p� I l6ftLA710/) 3xfe WA4L 8ATr INsLJCATJCt,(a �-5 C{") 2ATEx ?'oC1�MEf4 R-J9 (4")BATT INsULATJ6/� Energy Code Criteria and Design Compliance: �.. AJtEA TrPJeAIN7iM'E01 76 A �ALL NVAG PLUMolND �}� \ ARCA F•RetMJN� A" M tt-J OP/'D.SJrE D/P,sr C77ON 5 A i . R 38 C9") ®A77. IIJ Ar/otj OAELECsAICAL PENEWrIONs 61 2 x 4 WALL FAAMNG W/TN 0 2xto R reAMIN/9 - 2_O" RUSPId ACTURN 7"0AL40W J'1,1710 70AUWAL45o FLOORS/ R• (1")R) SdC/ lhrSULAT/DA,I Energy Code Criteria and Design Compliance: The indicated or proposed z l i / /i '"__ �j"'A' ✓ FOR, VeOl-lS,49AI.4 MIA " C6/LaNPB E'TC. buiidin conforms to the requirements of the New York State Ener Conservation ',' rr'��f -''`#^� ... 2L0"R'J&/D RL"TUMN 7�+ ALL�JW - BLEAR+ oy� gpyEA?iiJNG JGOL r ,@LAI�o AND SiM4lLATED 9 9 9Y d , n SJ LJGGd OPTTQh/. Construction Code for Residential Buildings Three Stories or Less in Height All work '.; .;�`-��- s �( ' F9J8 VG^r,= 5M Ar MIN . E" NOM4 JN5TAL4 M1NIMc1M -.,.. . .�. "�, /•/- - C'6.L°� OF 5JJ1;AT6•Jea6- T7'd ICAC illustrated for construction has been calculated to conform to the criteria for residential r , • ., - xr A)&/ lunW/rSq ALLQNIALSGE „ R-5 t / ) LAT EK PnLrMEY1, A/R <NFIc?Js'rJ A ac L construction. Design criteria has been established and calculated for 2" x 6" nominal 1/ �( f /�,( ,\ I ------, R-l9 (6 )BATT Jn/5'tfLATION �,rte r� /•c+AM � ALL NVAG f'bUM$JNc� ��p �40f'�' FENA',SjIgAT^aAJJ�nol+,/,MJrNQVW,? wall construction and the inclusion of any and all optional 2" x 4" wall system @ 2Ky /CNFE WA44 OR 2xPa p /j^ F^� ° T- OA e&eCTRJCAL PE146'rAili"ONS C0 g t3%TtpPfED uMTS AS F04Loww- construction, includingopenings, doors, windows, and/or similar construction, which - - &reA/oR W4LL PAAMJNG 7YP/4AL v �� .t )i IAM1TNRJJ WALLS FLOORS �PAC47 0.3o cPM/url.fT@WtNAOWs &TE A-13 C4")$ATT INSULATION - -;r-r� 7 - ° ' q- 0,3t) LINT may or would have a negative impact on the overall required ratings. The criteria for -� �, J r + GSIL/NGSr, ET 6. CFM/ PT@gLfDtNB:DDDRS . - � - , . , @'2x¢ WALL rRAMtNC� WJfi�! (�? ' ( „ ! I+' �d,Q6TA���uMEvii(f9WA57rA� / design compliance shall include the following: - A,7 (I")AJC,IC,I IP SLe6ATIOA 3 -�1= -- !0E SH/640 WIN 4.D`rAETdA,r,J r c- 0-5a eJ�rrJ cJN.F7:Q ti'7N6ED DoaRS a. Thermal Ratings for Zone 116 as per New York State Energy Code ft-3$ (a") fMrr itJ 4A7/0nf t(' C"i } j LINE. aR 5/MI4AA yso k3oAA'D ANA ,5'/MtiLA7'EI3 },, � NST• Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope @ GEJL,Nq'S WITN 4'.a'RAjURN ,S'T/1t>CO OPTION ,,aa / I "°"`^^ CDN?AJ VENT�7 /6o'D ) 7MJ0IC,A4 � „ Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: @ RAFTERS T'YP'ICAL ,h_. . - /NSrA< A R-/o C J )RJ4r0 r(✓SULATJON MIN,R lQ(2"LATEX POLYMEl I C"5oFFJP AND/a MIN, 4'- "RETLFJtN WlTN SOAP 0 WITH RT/0 C2") LATEX RGOF RIDS& (TYP•') WrTPI FOAM L� AcL =ESNLvTRA71KJN 3$ (� &ArT. PNStl4±kTavN r 5aAE4'1V 7Y� R^IQ (G") BATr /NSuLA'rJ�✓�I arJO POACHER FDAM PFN�TIKATJQN Component Ming MaxR t!f Component Ming MaxR t1f - WI•T6J FULL G'E'A"Aff TT'F?/C'A4 C ++ R'/ (4 11)BAY'T 1A/SULATiaN TT"a°faA6° Roof/ceiling R38 R38 .030 Floors R19 R21 .050 ATFa/LL G/RCUeVlFL'gE7JCE CEILING WJ7W ¢-c RkTUHN " AT EXTEA/OR TYPICAL • , Exterior wall R16 R19 .046 Crawl space R19 R22 .050 SLeLjlv// FL CJ/d NOTEtL?oaA$ ARIAWINJDONPS ' Cv(tAJTER3 TYPJOAL ft 19 (S ) BATT INsJJLdtTIDN AAT: R-fP (S� c4MPACno To 6E'F4144Y WEAT%VCAZ7A)Ph`0D 2x6 WALL FRAMJN6 TYPICAL t SUL. WrT11 Cl ) AT�ic Comp, ext. wall R19 R19 .051 Basement wall R9 R10 .080 (CONDITIONED SPACE) Oto, FOLYMER FdAM Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF50.40) Arr/C W1AID0W /DWA, R-13 ($ I)d3A7r1M5//LA'T'/ON through and including No. 12 for a glazing area of 25% (UF<0.27) Alojs=AT 3eNUS,goDM11� AJSoVE @ 2x4 WALL FRAmior, LWr'rN „ " .GARA89 AREA 1NSr4L4 MIN. SFADS NEA0 (JAM6SIM-) A-7 (10)A1SID WSULAF`10A) �'°•.. MIN R-Jo l2 ) R /S (3 " ' ." 7°A4YMER froAMG 1QCArtOAS b. Applied Insulation and Vapor Barrier shall be installed so as to maintain R°/P C6 ) 9A7T lNStJLAP/dN CNpN- �,, EpA/iD ArJ1) SJM &C WiTtWoaT 1,JEADER QR and provide continuity at sills, corners, plates, etc. C FLooP FRAMJN&. op!iDIYIAIdeD) J$ Mru. R-10 (2) LATEX POLYMS'R 57U0 & OPT/AN' LS6aOKIMCo rYP/C44 Y" " C. Synthetic Sealant and Weatherstripping shall be provided and installed NOTE :AT FIAUSNGLb ARCA i FOAM O ALL P@N65,rAAT/ON W17T4 FULL SEALANT 7yP/CA4 I,' akgOVE FJR57 FLdD r ----" at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere ^Ovlag 410 Mw A-to(Z") OR R-JS `3"� 1,41N, { AT GIRCUMPENCE . F/QST FLL�pfR required in order to prevent unwarranted infiltration. R'7 P'Y� BATT 1 CONF aR VENT (/ �/3Q0 y6) NoX. ,tDOOAS AND W INtOgWS PaLYMER FOAIu�J?o LOCATIONS Re9vP N. 7YPrmA6 /n157'A4LED GJS01+°v-JT 410010A w teJ11POUT MEAaEA CA C G,QAI0/rIaMELO 5F'ACE ) 'i R60FRJ,46,9' rYF/C44 7a 9E i�rlLL' WFATNEi4�TJ�/PPC'D• d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the "6 , r e / �!t �_ J�LOCodtrJtl; Tye/CAL - - WITW SGRYs`L:'NTYa"? _7 minimum thermal (R) ratings indicated for the following: r 4 it€ FI, NSI/LATING GLASS AT 1. - R-10, 1" rigid styrofoam, at foundation walls or simulated stucco. _ /CE SNIELD WIT# INSWAPAIS &A AT . DOORS AtJD WlgOoWS 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. _ _ r r 9Lo'YiL'TttRN /"OR$ ANO WINDOWS J NOTd: MAXIMUM I 1 " 'a 79PJeAL NoTS=MAXIAtLlM 1"-IJz" OPEN,SPACE /GAPFOAS046 3. R-19, 6" fiberglass batt, at 6 inch walls. - »;' F/RST. FLO0 QR OPEN 5PAg5/ASAP I aR 5N/M$ WINDOW COP, 1 ( ° 77, a LEVE'6/N6 DOLECTIOJ), EM. 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return, c J `' f ) } SECONPD CLotO�; 1.EtrEL1NG LtEFLE4-TIa ETC, NEAR NAME S/M•) TYF/CAL .1SIM 04AA@ 5. R-38, 9" fiberglass batt, at general attic ceilin s and partial walls. t i PyNDIC &. ISJMILAQ FIALPF44CE 4JNP7S, 9 P 1 } l i 4 . (GDNQITIONEdO SJ ACI } F1Ro} LACE 010PS. F/LL WtTW LAINX 6. R-19, 6" fiberglass batt, at 1st floor/basement ceiling, ' FILL WMV 4A'r99 MIN. A-10 (2") LATEX FO&YMER••--" 544114or or as required by field conditions to accommodate variations of finished and NOTE= /NS7A44 MINIMUM �$(9 BA7r z4avLA7*10N heated/cooled areas. R•5 CJ") 4ArC-X POLYM6fAv GE1LlN WPT1l q:o"RLE71/RN POL7rvtER sfALANT FVAM @ALL FENESTRATJON i e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at FOAM C$ AL4 NVAG- PLU ? MdrINS @ AAF77FRs YP/0,44 WIN FyLL St ALANP TYP+CA.L OR, ELPa7m,ICA L F�NE7AATIONS AT FUL4 GIRGUMFER6NG$ . windows, - 0.3 CFM/Lin.Ft. at sliding doors, and -0.5 CFM/Lin.Ft. at hinged doors. Va/00 Cj0 A A�4 VVALLa� PLc4oPa2 FJA'Sp F4cTA$ NOTE' OooAS ANP WINDOW f, Window glazing and door units shall be insulating type with Max. U- C&ILI/1GS - / CEONDJTYgNE[q7 ?ACE a� To BE, F7lL6Y WEATrdEj4g7Rl 'Lp, Factor of 0.39. Windows shall be insulated prefinished units with a U-Factor of 0.25 ' GAAAOE(N -014A4NOA(6ASpACR) and anRof4.0. _ S T/0N IlEWA LL �5 � CC-09'✓0N_ IT ��� 47 %CLE -V`I ��FE, 07*/0NLM5'eC;014D /%. L VJEL g. Exterior doors shall have Max. U-Factor of 0.58. '•" .� � ��� 1=X44 4114VINe WAIwL '� r`i0� r)ef(CA4 �UI401NO WA &lam t : T>01V' _7°�_00(rIA1. S(✓/L, IN W_ A161. C7701V h. Energy Compliance Requirements: _ €Gf�ta4" : �,t ° " f : GSJ' Fol SEE DAAWIA,149 �S^/ FCR SCA4.6 �e1m JCL9'J AJoTE � SEE ARAWING P1S-fi Faf& &cAL°E . 3 �J � l : CI " Ato7da .S�E ORAWI /a RS-I FOJ� 1. Heating Degree Days: 5750 (Zone 118) Cca�V5rAVCT10AI06TAJ45 GoIJBrltuG7YL9+ 0 aETAJLS GOIJSTIrUCTigNPDETA/lta 2. Design Table Series 502.2.4(1-6) 3 Fenestration to Wall Area Ratio Calculation: Total Wall Area: 2867 S.F. Total Fenestration Area: 454 S.F. R11h1. R-IOC2"} LATCatF©Gh°Jv�Elf �7j -- - I�-J9C�J')BATT7N5tJCA7YOrJ /v1JN . Ii-IQ (2")LA'TE );pgy/✓ { '�-- IF-- Ij-i9CG")bATT1N5JLATi0n1 Calculation: 454 /2867 FDAM @ AL•L FC-4457 6ATIQIV �3a ZX C, WALL' AAAM+NC TYPICAL AMA4 @ A41 ,'':4'NESTRA710JJ Qa 2x 6 WALL pRAMING, TYp/CAL Ratio x 100: 15.8 Percent WrrN'P41LL SEA4ANT TYPICAL WM ,rgl4t FSA4AAtr TYPICAL y Nazi: Ar60AWSA00PA 'AbOve — 2x4 WALL FAAMW4 WtTN P:/AOT JFLODR R-1304")iSArf 1N5L14A7'/on./ F/R3T FLaOP. Basement walls insulated and insulating glass SARA¢E A4EA JNSrALL. MrN q.7(I+r)AIr.PL9 1e 1SULATJOAJ r at basement windows, therefore: 2 Percent R*lP ?G"�134erlNsc/LATJO)d I i (CDNO)r/ON&D SPACE) @ZugAe✓ALL FARM+N G✓JTN (cOnJDJrJoNED Sf"AGE) I I @2Jc¢ 61 FP&OLAG WITH EOA ANLL S>Mt1LAL A7 I I Credit Allowable and R38 Allowable at Ceiling (Attic). @FLOOR/CE/LING ,rraAMiNG 5?10 4PTJ aN AS PART Ot= ELeC7AICAL ,60 - ^ - R-7 (1 AIt�,IO /AhWLAMOnJ E4 fC7AIdAG BF -- - "' -'�y- R 7 (/tr Id'dta tAI511L/1I IO / . TYPJ&AL , 1-2�1 TNAD6-cAtF X .8g�AniioANDSult1LA-rED X f�y�o��AADANDs1MLI4ATED 4. Insulation Requirements as per Table 502.2.4 (4): REgUJRG°NlC1JT TYPICA4 NVAG DUCT, i'LUM6iNG WA51 5TL/CCO DPT/9n1 NVAG'DUCT, F4Lf&g/NG WA$7dr STLIGLO DPTJOnI a. Maximum Glazing U-Factor: .37 4/NE oR SIMI4AF1 G4MPONENT {/NE oR SIM/GAA, GONS/ONENT b. Minimum CeilingsWall:gR-Values:R38 - TYPICAL --ASO A(I rg.A-1 PEIJED TYPICAL 2X6JWA4L FA4VAJN�; A9 FAR .e - )tVGIJ7 1Nsu4A. ��,' , �- e! A�ICsr/3 /NSu4Ar/AN 9P770tJAL. AL'TCeANA7E R-/D Ceiling: R38 GA---`SAP'-� l�(fo )4SATT INSULATlpN _ �oA1�J W/TN R^/0,(2'"�LATLX ', ,$aAf�L7 WJTN R^10.(2")LATEX CNON COND1714 J1E0 SPA6E) CN T- " Po4YM 7A4r1DN MIN. / n - - i`'d&M&Aa roAA4C9PENkT"RATIaN M N. A-l9 (6 ) GATT 7 TYAJCAL . R P (G ,} AArr - w Floor: R19 ' - OF 1-2% TA,400 OFA ,,,/ . I? =4.00t; FRAMINPa �AII.T. P'-fit (G')GOM!'ACM0 � .� FLaOR �AMIN6 -�r� TfPJCAE . N Basement Wall: R10 EY.C-'C.TAiCAL fax, - ^'" ' JW4uJA9AJ*MT �I� 7tQr_ . W/)J'J A-5 I" 1 A-re A&7'- R-I? fG )GOMPACTEO Slab Perimeter: R8 (for 2 Ft. depth) HVAC AL(CT PLUM�tkJG WA5T4 ( /NsuL. W/7A! (. $ �/ )LATEX . Crawl Space Wall: R17 -LINA Or4.k;41LAR, (2iMPAJ17EN? F/4L CAAOAS, VOIOS/ C-TC- WJTN POLYMER AdAM M1N. R-S (I ) LATL°PL PO4YIJI&iC " FIL Q. S VOIDS ETC. WIT J " PoLYMEA g VOIDS •t�-+o (� )LAT.�x � R•Io (� )LATex ..�'��`'"-�•-- , , ,- � F/LL C,AAG 9 VoriJ�E7i», WITW FDAM TYPICAL , PaL`J'M6R FO��. � � Mr� R-SCl'd'LAmXE"F'oLYA1EPt PaLyMHR FOA MJN- R 5CI CAL, PoL9MEJ4 •� '„ .;. ., PROW � SASE 1�ATE ' - FeJ�'A�M rYP/cAl ', @ �A$E MATE _ FOAM TYPICAL. ,o r� P RO rYPIGA L. ' n �PtV TYPIGA4. ' 0• APPLI&D DAMP.I'p.�00 aNl'x - h - ✓ `— - a, FULL NEIGJarTYAIL�AL -- -- APPLrED DA " AO JN°Li EXT&AIDR FOuADATIAN WALL ! ULL NEiGW7 T"/�I AC ( WITN AT OJ°T/GNAL INSULATED = Na7E LoCgTION of R-lA(I") I 'S!>+ LATE.t! e57UP.C4 S/SrICO w�XF '' ldf; FOUNL1AjIANWALL - RI,510145dLAT10t4.60AHD Ar S�7W, SET WITH MA5T1C. G/2A�fiLu`�J'4G 134SEM'EMT EXTE/�lo!{ FOUNOArNN WA4L A107N LOCATION pFPAR�ETING, (75(oN- GOAJDlTixaA/L"C SPACE WI Ar ATOPPOA4 "RILATED (VON- COA1017'10JC1D SPA GE) IaJ7N/ArOPTIONA4 tNSU4A7TO ' 4s PART of 1 2% TRAu9E OFF +I nITE® ©/q A)Ohf v7EJ�TEp) p ' '. 31MUGATE4 SOJ1CGq sJDJNG LA /1lC40 1REaQUTAaMEAIT• sy=eM. SE`f laJ1 MASTIC p S1MU . s - /r/4 S 5TI NoT,a, 5 /INSrALL R/61D NOr LOCAYIpN PAR6EfId6 sYsTEM. ETYVIrNMA$T1G ,. NOTE- /NSTA44 MrNJMUM BvAFt'R.2-0"MJN 6ELO I .A NAi GOGAT/DAfoFPAR6ETlIl6 , f�•5 (I") LArag PoLY44FA, r_1A;15IJ 6R°e06IrlePtCAL, R,/O()")A161PD BoAAD ; ' n, I NOPE : 5F,1r/JNSTALL A)GIV 9-/0(P) AI&D aOArgD ��� 1VdV :'SET/IJJsrALL P+1610 FRAM @A L4 1411 RLUMLS/N6 ;_ „ GoNDITioNELI AREAS aoANO' 2-0" MJN. 9EL o W „ f/NrSN a(t,4067YPICAL raGaND1T1oNEDAREAS " f3oAPS 6A MJ7YPILAW tlR Ef,ECTAI»AL FIENET1l4TiaN = StrWrTNJNSu4Ar/NG . .yA 6&rWIV IJV6ULATING ) FINr,N G1iADE7Y1�rCAL SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 1AM/TNArd WALLS/ FLC1G �a`, a FDAM Sr` ALANT (R 5J q Q,,, « I ' �No7E tN5TA4L .M/N1MUN FOAM SEALANT (R-5) ° ;Q, �; ' SUMMARY OF BUILDING STATISTICS Gk/4t 11311 &JC. OF @ IL o. C . I' f3-5(J") d AT63E l eLYMLGIi 13 0: c . NoTi= !A)M1.4 MWIMUN C=A SPAGLS ym J3-5(l } LAT2X l'OLYME/R . THE WEDGWOOD II Ali, AJYEAS TYP'/CA� _ ! MAM ALL NVAG A744431NG OP 6L GTAICA4 PEt'IE RAYJOAI ! FtlAM @ ALL NVAG PLUMP.,JAI 1. Occupiable (heated/cooled) Finished Areas: y OR ELEGTR/CAL PE�fETRAT/ON5 AT ALL WALLS FL.DaAs a. Habitable Area, first floor 1186 sq. ft. ° ' :q ° n I / a ' ' ArALL WALLS F4(7AR51 b Habitable Area, second floor 1079 sq. ft. ) ' ' + ' a GEILUVGS ETG . G6/4,I0JG9, ETC/. C. (Sub)total Habitable Area 2265 sq. ft. d. Optional Habitable Area N/A sq. ft. - e. Total Available Habitable Area 2265 sq. ft. 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a. Non Habitable Area, basement 1191 sq. ft. b. Non Habitable Area, crawl space N/A sq. ft. c Non Habitable Area, garage 527 sq, ft Y�a.",1 -�C-0,770N 54 Ab ON W�ADZ ( ;/ 1 c' zz07/oN CRAWL .9,4ACE d. Non Habitable Area, porch 191 sq. ft �- - -- - - -!- �^�Ta// + L /�/(» 1'� WdQ °a . 0114 7\I�r1�°+ ImP�//1o�11V e. Non Habitable Area, decks/stoops 160 sq, ft 7"i'riCA4. 6(sl/ DIN W JE LL, S94:770AII f. Total Available Non Habitable Area 2069 sq. ft. � �°"�" If At S LF 3� tJ ~ / L dp o7�L SCISCo4I TNGTi)DE7 A d a 4Gt G q 'l » / L CJ JJ Nor*— CON A7nUWT OW pE,T L 5 L G e u e / « 4011 NoT.E: 56E DRAWI'146 Ru=I �O 1 I ' GoNSTPLUCT/oN cc-7A/G5 SSG TO :0, REVISIONS jO .,FI LIOJ:G---_ - -- PROJECT AND LOCATION: PROJECT AND LOCATION: Q�eNO A oy�o (\1T SSTELBUIOO RESTORATION ANDING SYSTEm WAT NS AND TECHNICAL SERVICES DWG.NO. �{ OF I - _ LJjJ� D WATERPROOFING TECHNOLOGY CORP. OWNER, DEVELOPER, AMD CONTRACTOR: 9 -1lor0d..- SUMMIT ESTATES SUMMIT ESTATES-MASTER PLANS FOR _ sreLco 1noBroadwey,smt91115•NawYe,k,NawYo.k1oom •Tec212.e"asao4,os•Fa. 212.6839580 GUSMARREALTY CORP. - 30-G,2,. ISSVE"o P`OA G0067RI,1-GTGOn1 ..-..- - --- -- - - RESIDENTIAL DEVELOPMENT THE WEDGEWOOD II,A TWO STORY VICTORIAN COTTAGE w 13-77 37TH AVENUE SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NO. 21 �9 NaA"y { LONG ISLAND CITY, NEW YORK - . : EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 e� � , o ZIP 11101 re � Energy Compliance Requirements and Details \oF N" .r DATE: 9_ 9' 07 SECTION 105 - BI II DI�NiARTMFNT AND CODE COMP IAN NOT S; In Poured concrete foundation walls shall be insulated with R-10 rigid 17. Provide 5 inch beam pocket (minimum) at 10 inch foundation walls. 11 Subfloors to be a minimum of one layer - 1 layer 5/8" T & G plywood at insulation Min. 24" below grade, unless otherwise shown. Provide minimum 8 Inch by 12 inch Pier at 8 inch foundation wall. Adjust footing as hardwood flooring and 1 additional layer 1/2" standard plywood, glued and ailed at 1. Zoning Requirements Proposed building location on the site shall be i. Clock type thermostat or temperature controls shall not exceed 72°F for required for pier carpet, ceramic tile, marble, or similar finishes. Adjust as required to match finished submitted by a licensed New York State Surveyor heating and 78°F for cooling, with an ambient exterior temperature of 20° or 90°F 16 Maintain concrete in proper dry conditions for 72 hours after completion floor height in the area of the construction required by the adjacent finish. a. Certified Survey shall indicate all front yard, side yard, and rear yard lines respectively Switch, clock or manual control setback shall be provided, of pour. Protect from freeze cycle. Protect from heat crackage and drying shrinkage. 12. Exterior sheathing to be 1/2" walls and 5/8: roof, respectively and illustrate that the proposed building conforms to these requirements. j Selected lavatory and shower fixtures shall be provided with 19 Coordinate with mason as required for additional footing and wall work sheathingto be P i eD Exterior b Certified Survey shall also include location of underground utilities, conservation controls not to exceed three G.P H. at masonry chimney work. plywood food made with exterior grade glues. Minimum grade CDX. 3. Wood to be exposed to weather to be treated with Wolman Salts (CCA). septic system, key rough/finish grade elevations, site Improvements, easements, and 6. Plumbing Notations All work shall be performed in accordance to the New 20 Overall dimensions taken to face of frame wall not siding. Provide non staining connectors and fasteners. 22 other relative requirements. York State Plumbing Code and shall be warranted to be leak free after completion. (Sub)contractor to check and verify foundation dimensions and conditions with related 14. Wood in contact with concrete to be treated with Wolman Salts (CCA). C. Contractor reserves the right to adjust, where, if, and when required over Plumbing shall comply with the following: floor plan dimensions and conditions. Provide malleable boots, connectors, ncr ) all building dimensions to accommodate any zoning restrictions. a Provide anti scald and/or thermal shock preventing devices as to Part fittings, etc. 2 Structural Design Criteria Minimum floor loading design criteria shall cpm 902 6 K N.Y. State Building Code 15. Galvanized steel joist hangers or conventional 2 by wood blocking to be g 9 9 comply ( ) 9 PART C STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK: installed maximum 6-0" on center with the following table: b. Plumber Certification on lead content before Certificate of Occupancy. 1. Fabricate all work from new sections DO NOT use inferior materials or 16. Double all joists (or as indicated on the drawings) directly under C. Solder used in water supply system cannot exceed 2/10 of I% lead. products, use only new, clean, specified or equivalent products and materials. partitions, tubs, skylights, and similar conditions. I nation live Dead Deflect Limit d. Plumbing; all plumbing waste and water Tines need testing before 2. Supply accessories required for the specific item and installation 17 Headers unless otherwise indicated on the plans shall be constructed basement/garage 100 Ib /sf, varies not applicable covering. including base plates, bearing plates, hangers, clips, hurricane straps, gussets, as follows: 1st floor 40 Ib /sf 10 Ib./sf. L/360 e. If copper tubing is used for water distributing system; piping shall be of anchor bolts, washers, straps, nailers, etc. or as required for the specific installation 2nd floor (sleep area) 40 Ib /sf 10 Ib./sf. L/360 types tS ori, or use. spacer. Conventional n aillinga. s less than 4'-0" in width = 2-2x8's or 2-2x6's DF with attic (non storage) 10 Iblsf.* 5 Ib./sf.* L/360* f. All plumbing work to be sized and installed by contractors licensed to do 3 Preassemble item (in shop) to greatest extent possible to minimize field b. Openings from 4'-1" to 6'-0" width = 2-2x10's DF with spacer. attic (storage) 30 Ib /sf.* 7.5 Ib./sf. L/360* so in the State of New York. splicing and assembly Disassemble unit only as necessary for shipping and Conventional nailing. roof 30 Ib./sf/snow 15 to /sf L/360 g. All kitchen sinks, lavatories, water closets, utility sinks, laundry tubs, handling limitations Clearly mark units for field assembly and coordinated c. Openings from 6"-1" to 8"-0" width = 2-2x10's DF with 3/4" * Ceiling beams may have to be Increased for storage attics and rafters increased for shower heads, fixture or control valves, etc., to be selected from building standard installation. Whether performed in the shop or at the site, welding shall conform to plywood filler, screwed at 8 inch staggered. higher loads selections. AWS standards d. Openings from 8'-1" to 10'-0" width = 2-2x1Zs DF with 3/4" 3. Fire and Egress Requirements: The following criteria shall be complied with at h Provide frost proof hose bibbs at maximum 75"-0" on center. 4 Fabrications to be uniform and of the same quality. The subcontractor is plywood filler, screwed at 8 inch staggered. the following locations: 7. Where applicable, all plumbing stacks shall be enclosed in interior walls. to assure that the following is adhered to 18 Bearing at headers unless otherwise indicated on thela a. Smoke detectors as per Part 7211 of New York State Building Code When stacks are to be placed in exterior walls they shall be properly insulated from a. Reference Standards conform to: constructed as follows. p ns shall be Detectors. Units shall be located at each bedroom, upper hallway, garage, basement freezing temperatures Plumbing to be ganged and located at the rear of the building. 1 AISC Manual for Steel Construction Latest Edition. a. Headers for use up o to 4'-0" opening g = 2-2x4's or 2-2x6's DF at (general area), basement (heating system), family/great room, attic, or as determined 8. Applicable Code All work indicated for performance complies to the latest 2. American Iron and Steel Institute (AISI) "Specification for the each end, conventional nailing as prudent by field conditions. edition of the New York State Building Code (NYSBC), the Uniform Building Code Design of Cold Formed Steel Structural Members." b. Headers for use u to 6'-0" opening b. Egress or emergency escape as per Part 714.1 of the New York State P p g = 2-2x4's or 2-2x6's DF at 9 9 Y P p (UBC), and the prevailing Rules and Regulations of the local authority/Building 3 American Welding Society (AWS), D1.3 "Structural Welding each end, conventional nailing. Building Code. Units shall be located as a minimum criteria as follows Department having jurisdiction Code-Sheet Steel." C. Headers for use u 1 2 @ 19 square feet at the first floor, 1 @ 15 square feet at each 4. Steel Structures Painting Council (SSPC): SP 3-63 Power each end, conventional nailing. P to 8'-0" opening = 3-2x4's or 2-2x6's DF at bedroom, 1 @ 15 square feet at the basement or as determined as prudent by field SECTION-1-1-0-0 UTLIN _SPfCIFICATIONS Tool Cleaning conditions. p d Headers for use u to 10'-0" o enin 5. American Institute of Timber Construction (AITC), each end, screwed at V-0" on center. P 9 = 4-2x4's or 3-2x6's DF at C. Fire stopping and fireproofing as per New York State and Uniform PART A. SITE WORK AND SOILS: Specifications for Wood Framing Support and Splicing 1995 Edition. 19. Headers at basement windows to be steel (ASTM 36 lintels on 4 inch Building Code. Provide minimum 120 square feet 1/2 inch or 5/8 inch F.C. 60 or Type 1. Do not commence excavation or foundation work until the building has 5 All joinings shall be neatly and strongly bolted, welded or riveted minimum bearing Install 2-3 1/2x3 1/2x5/16 steel units. ) X sheetrock (tape and spackle 2 coats) at the ceiling (and exposed wall framing) area been located by a Licensed New York State Surveyor Location of building is to include together, as approved, with all bolts, screws, or rivets, countersunk and dressed flush; 20. Framing members, unless otherwise noted the plans, to be placed at aroundthe furnace unit Provide 112 inch or 518 inch F C. 60 or Type X sheetrock (tape conformance and compliance to applicable setbacks, side yards, easements, septic Use rounded heads only when approved. All surfaces (including welds) shall be 16" on center Dimensions have been established to or from the face of the frame wall and spackle 2 coats) at the entire garage ceiling and exposed wall framing. Provide system, etc finished clean and smooth and shall be free from any unevenness, corrosion, and do not include requirements for sheathing or finishes. Class C solid wood or metal clad 3/4 Hour Rated self closing door unit and assembly 2. Compliance to local zoning requirements shall be indicated by the staining, or other imperfections. 21. Flush wood connections shall be fastened with rated galvanized metal from the garage to the dwelling. Provide 1/2 inch F.C. 60 to Type X sheetrock (tape and Surveyor If applicable, building dimensions are to be adjusted to comply with the 6. Structural steel and/or miscellaneous metal work to be rolled sections or connectors to "TECO" "SIMSON" or equal spackle 2 coats) wall/partition divider with 2-0" return at each side of all area specific criteria and restrictions of the building lot, flat plates complying with the following: 22. Ridge beams and/or valley rafters to be supported limitation for non accessible attic or similar areas. 3 Locate .existing underground utilities in areas affected by the work. If a Structural steel angles, channels and beams shall meet the posts with minimum 2-2"x4" nominal top plates (4'-4" long) d 2 2 o4" nominal be el 4. Building Department Approvals and Occupancy. The minimum standards shall utilities are to remain in place, provide adequate means of protection during earth requirements bof ASTM Ae136. plates and/or 1-2"x6" nominal bottom plate. All plates to bear on double or triple 2"x12" conform to the following. work operations Should uncharted or incorrectly charted piping or other utilities be plates and bars: ASTM A 36 ceiling joist with 3/4" plywood gusset (flitch beam) or at/on bearing wall below. a. Inspections. Notify the Building Department at least 48 hours in advance encountered during excavation, consult Utility Company immediately for directions. c Structural steel sheet hot-rolled ASTM A 570; or cold rolled, ASTM 23. Nailing schedule shall be as per the N.Y.S. Building Code as a to perform the required inspections and certifications for Cooperate with owner and utility companies to keep respective services and facilities A 611, Class 1; of grade required for design loading minimum. 2"x6" studs shall receive 5-IOD nails at sill and plate. Exterior nails shall be 1. Foundation - two required for poured concrete footings and walls. in operation. If required, repair damaged utilities to the satisfaction of the utility owner. d. Brackets, flanges and anchors: cast or formed metal of the same galvanized. Provide 3 nails at 2x4 units, 5 nails of 2x6 units. 2 Rough - framing and plumbing. 4 The area of the site where work is to occur shall be cleared and rough type material and finish as supported rails, unless otherwise indicated. 24 Plywood sheathing to be nailed with 8 D nails at 4" on center exterior 3. Insulation of walls, ceilings, foundations, etc graded prior to excavation e. Masonry inserts: threaded or wedge type; galvanized ferrous edges and 6 D nails at 12" on center at intermediate areas. 4. Final - construction must be complete for C. of 0., including 5. All footings and foundations have been designed for 2 ton (4ksi) bearing castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 153. 25. The routing of any plumbing lines, AC duct work or similar utilities that weather seal, plumbing fixtures, heating, electrical, etc. capacity in absence of soils tests. f. Threaded rods, anchor bolts, bolts, lag bolts, H.S. bolts, washers, requires the cutting of any structural components, goist, bearing wall studs, headers, 5 Underwriters Certificate for electrical panels, power, lighting, etc. 6. Place all footings in undisturbed soil or properly compacted soil. nuts, etc. shall be carbon steel threaded bolts meeting requirements of ASTM A 36. etc ) requires that the consultant must be notified for approval before any cutting may must be provided 7. Protect existing vegetation to remain after construction by use of 9 Expansion bolts shall be Hilti "Quick-bolt, II" or equal, subject to be performed. All cut members shall be cut at the neutral axis with a maximum b. Certificate of Occupancy: Building may not be occupied or used for its temporary fencing consultant's approval section loss of 25 percent of the member and reinforced with 3/4" intended purpose until all inspections have been performed, any corrections 8. Provide temporary shoring as required for each specific site use. 7 Timber connectors or structurally supporting devices to be hot-dipped, 26. Alternate framing requirement shall be such that all ped engineered galvanized Simson ore p g Bred performedan reinspected, and Temporary or Permanent Certificate of Occupancy 9. DO NOT back fill foundation until first floor platform framing and 9 qua/, units suitable for nailing or screwed cronnections or lumber shall be Georgia Pacific SPI series Wood-1-Beams and LVL products or issued. - _ _ _ _ _ supporting structures have been installed installation complying with the following. a. Mud sill anchors, MAS, MAB OR MA Series. equal. All joists, girders, and headers shall have bearing stiffeners installed as per 5. Energy Code Criteria and Design Compliance: The indicated or proposed b Ad manufacturers recommendations. Web stiffeners shall be required at all load and building conforms to the requirements of the New York State Energy Conservation PART B CONCRETE WORK AND REINFORCING. Adjustable column base, CBA or PB Series bearingq Construction Code for Residential Buildings Three Stories or Less in Height. All work 1. Concrete shall be 3000 psi concrete. Finishes exposed to weather, shall points at minimum. A single 1 3/4" LVL nm joist shall be required at floor illustrated for construction has been calculated to conform to the criteria for residential be air entrained and f llled where required after completion. d. Anchorbolts, STAB, FA, HFA, FJAMorA SA Series.riiSeries. perimeters. Design, sizing, handling, storage and erection of components shall be as construction. Design criteria has been established and calculated for 2" x 6" nominal 2. Work shlall conform to the latest edition of the ACI Code. e. Joist hangers, LU, LUS, LUP, U or HO Series per manufacturers recommendations. wall construction and the inclusion of any and all optional 2" x 4" wall system 3 Reinforcement shall conform to ASTM A-615 Grade 60. f. Gang hanger, FN FD, PF, B, JB or GB Series PART E. MOISTURE PROTECTION: construction, including openings, doors, windows, and/or similar construction, which 4. The concrete subcontractor shall cooperate in setting anchors, inserts, g Hip ridge or valley connectors, HRP, HCP, HVP. LSU, LSSU, or 1. Exterior doors, windows, and specialty items to be installed or framed VPA Series. P Y may or would have a negative impact on the overall required ratings. The criteria for tie downs, bolts, sleeves, etc. as required by other trades. The (sub)contractor shall into the exterior walls and shall be properly caulked usingGE Silicon II, Tremco Mono design compliance shall include the following: verify the dimensions of, and install/set, all slots, sleeves, etc, before setting forms. h. Reinforcing plates, SSU, SSUT, SUR, L, LS, STC, GTCT, or DTC or equal and filled with expandable sealant. a. Thermal Ratings for Zone 11B as per New York State Energy Code 5. Footings shall bear directly on undisturbed soil having a minimum Series 2. Vapor barriers to be a minimum of 4 mil thickness. Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope bearing capacity of 2 tons min All footings shall be poured on a level surface. The i. Beam hangers, GLT, HGLT, GLS, or HGLS Series. 3. Exterior doors to have a weather stripping and exterior t e aluminum Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: subcontractor shall assume full responsibility for all verification of the assumed safe j. Straps, wall ties, and hold downs, ST, FHA, PS, CS, FTA, LFTA, saddles yP soil bearing value TS, LTS or MTS Series. 4. Foundations below grade shall be patched as required and then coated Component MinR MnxR Uf Component Min.R MaxR Uf S. Slabs to be reinforced with 6x6 10/10 welded wire mesh and are to be a k. Seismic and hurricane ties, H, WB, WBC, or CWB Series. q Roof/ceiling R38 R38 .030 Floors R19 R21 .050 minimum of 4 1/2 inch in depth, except at bearing areas or footings. Slabs to be I. Bridging, NC, NB, TB or LTB Series. with a two part bituminous mastic membrane. All foundations above grade shall have B. Structural steel she cement parget finish. Exterior wall R18 R19 .046 Crawl space R19 R22 .050 installed on tamped Broil, 4 inch granular fill, and 4 mil vapor barrier. shapes and miscellaneous metals to be installed in 5. Provide expandable neoprene joint fillers at all horizontal and vertical clear, tight, level manner. Weld, bolt, nail, or screw all connections as required b the joints where construction meets dissimilar materials, at all electrical Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .080 7. Slabs to be thickened to 12 inches at bearing walls and reinforced with q y outlets, duct Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF4.40) #4 bars bent to follow contour of slab, at 12 inches on center specific installation. Paint, as required, with galvanizing repair paint complying with penetrations, window installations, and similar locations. through and including No. 12 for a glazing area of 25% (UF<0.27) B. Footings to be continuous and reinforced with min. 3 #5 bars T & B. ASTM A 78d or rust inhibiting paint Type 1, II, or III. 6 Provide fabric and/or metal flashing lapped minimum 4 or 8 inches and Provide continuous key at top of footing Lap reinforcing 30 diameters and provide PART D CARPENTRY: extended minimum 4 to 8 inches at all valley flashings, ridge flashings and similar b. Applied Insulation and Vapor Barrier shall be installed so as to maintain additional reinforcing 2'-0" each side or corner, areas. g and provide continuity at sills, corners, plates, etc. 9. Walls to be continuous and reinforced with #5 bars each way at outer 1 Structural framing to be structural members Douglas Fir Select Grade 7. Provide metal flashings la No. 1 or better, minimum 1250 psi Flo for re i Aped minimum 4 inches and extended C. Synthetic Sealant and Weatherstripping shall e provided and installed face 12 inches on center Lap bars en diameters and provide additional reinforcing. 2. Wall studs to be pno less than 2°xi4e or 2"x6"nomiinal laced at 16" on minimum 4 inches vertically and 8 inches horizontally at dormers, walls, or similar at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere a. At corners; Air entrain as required to avoid lumps, voids. etc. p penetrations at the roof required in order to prevent unwarranted infiltration. 10 Walls to be anchored to footing with #5 bars bent into an ell shape at 12 center or other spacing as indicated on the documents. 8. Provide metal step flashing lapped minimum 4 inches and extended inches on center and extending into wall a minimum of 24 inches 3 Floor joists to be 2"x10" or 2"x12" nominal placed at 12" or 16" on center minimum 8 inches vertically and 8 inches horizontally at chimneys, skylights, or d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the 11 Openings in concrete shall have a min. 2 #5 T/B extended 2'-0" past or other spacing as indicated on the documents similar components minimum thermal (R) ratings indicated for the following: openings each side and 2 #5 vertical each side extending to end supports. 4. Provide 020 metal termite shield set in full bed sealant prior to 1. - R-10, V rigid styrofoam, at foundation walls or simulated stucco. 12 Top of foundation wall shall be set to conform to framing base plate. installation of base plate. Lap shield 4 inches at each joint or corner. PART F. INSULATION. 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. Install/set 18 inch long 1/2 inch diameter "J" shape anchor bolts at 4'-0" on center. Set 5. Base plates to be anchored to foundation wall with approved Simson 1. All insulation to be rigid styrofoam by row or fiberglass batt b Johns 3. R-19, 6" fiberglass batt, at 6 inch walls. bolts within 12 inches of any corner or opening in the foundation wall. Provide Simson hardware as required by the specific spacing of the anchor plates. Manville or equal and shall have the following ratings: g y 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. base connectors, thrust washers, and hurricane/seismic tie downs, etc. as per 6. Rafters to be mimimim 2"x8" or 2"x10" nominal placed 12" or 16" on 5. R-38, 9" fiberglass batt, at general atticceilin s and partial walls. recommendation. P center or other spacing or size as indicated on the drawings. a. R-10, 1" rigid styrofoam, of toroth wall walls 7 simulated stucco. g g 9 7. Rafters or trusses are to have minimum 2"x4" nominal collar ties set at b. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. 6. R-19, 6" fiberglass batt, at 1 st floor/basement ceiling, 13. Install/set 18 inch long 112 inch diameter "J" shape anchor bolts, spaced C. R-19, 6" fiberglass batt, at 6 inch walls or as required by field conditions to accommodate variations of finished and and quantity as required by base plate locations, maximum of 4'-0" on center heated/cooled areas. 14 Provide 1/2" expansion joint/bond breaker material between concrete 8 Rafters and/or trusses are to be notched at the top of the wall double e. R-38, 9" fiberglass batt, at 2nd floor ceiling return. e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at slabs and adjacent concrete or masonry wall construction. plates), adequately attached to the wall/joist framing, and secure) attached( to the f R-38, 9" fiberglass batt, at general attic ceilings and partial walls. windows, - 0.3 CFM/Lin.Ft. at sliding doors, and - 0.5 CFM/Lin.Ft. at hinged doors. framing with Simson ore equal hurricane connectors or tie downs. y f Ror 6" fiberglass batt, s 1st floor/basement ceiling, 15. Finish exposed concrete smooth at slabs, broom finish at stoops, q 2. All interior walls at all bathrooms or "wet" areas, to be insulated with non f. Window glazing and door units shall be insulating type with Max. U- texture finish at walls, or as required by the specific location. Apply non slip finish prior 9. Ceiling joists to be minimum 2"x6" or 2"x8" nominal spaced at or foil backed batts. Factor of 0.39. Windows shall be insulated prefinished units with a U-Factor of 0.25 to dry time at steps and stoops. Apply pargeting at exposed to view foundation walls. equivalent to the rafter spacing and securely fastened to the wall and rafter framing. 3. Install units in uninterrupted lengths, lap, as required by installation and an R of 4.0. 16. Install one inch R-10 rigid insulation at exterior of foundation wall to a 10 Beams to be minimum 2-2x10 with 3/4" plywood, 4"xB" or El Micro conditions and attach in a secure manner as per industry standards. g Exterior doors shall have Max. U-Factor of 0 58 depth of 4'-0" below the proposed finish grade elevation. Lam, or as shown on the drawings. 25 4. Provide 4'-0" insulation return at ceiling of first floor at the perimeter of the second floor level Insulate all soffits below heated areas, above crawl spaces, or basements, or similar areas REVISIONS - -- - - OWNER, DEVELOPER, ANDCONTRACTOR: - C �r --e? '2 15,5'uEe� o Do wR TlL/ l�ht�._A/I'/�uW •af PROJECTANULOCATION: V EN`Aoo 'ao DWG No. a� �T BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES � -• e ^ ] S. /��� 1 _ PROJECT AND LOCATION' v ,-Er 11�i STCLCO STELCO ay RESTORATION VAoNDNWATERPROOFING ECHINOLOGY CORP, GUSMAR REALTY CORP, _ _ _ SUMMIT ESTATES SUMMIT ESTATES-MASTER PLANS FOR 212 SAM5ea �� �AIQ °7�+ -cWrJE'1� , ¢�r >" ���vlE.i'� a m 13-77 37TH AVENUE _ RESIDENTIAL DEVELOPMENT THE WEDGEWOOD II, ATWO STORY VICTORIAN COTTAGE n -+ r40 LONG ISLAND CITY, NEW YORK `J -3cD - r�-2 - �GJL,i,'@� )=op, C_ch,jS' rR,tl ``�"'/cilJ - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NO. 21 ,... ,� k ZIP 11101 - -- EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 s9r roo, „xa°i{off Building Department Notes, and Project Specifications, Sheet No. 1 E OF NES i v. DATE; 01 PART G. INTERIOR FINISHES: 7 Kitchen and bathroom accessories to include towel bars, grab bars, a flame s2 Roofing system components ratinof lnts to be UL listed products and components 1. Sheetrock at living, dining, halls, bedroom, and similar "living" spaces or soap dispensers, soap dishes, tooth brush holders, clothes racks/shelves/bars, etc. with pg less than 25 and a smoke contributory factor of less than areas to be standard 1/2 inch gray/white boards at all areas, except showers, as required for the specific room or area Selection to be from building standards. 65 The system shall be uniform in color, texture, and pattern. Provide single or multi SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 rooms (at washing machine areas),b powder rooms (at sink and water closet areas), color components, as required from building standard selection. Component design 1NIFRIOR FINISH 9CHFDt� and similar areas Sheetrock shall be U S. Gypsum or equal. ) PART I INTERIOR STAIRS 1 Interior decorative wood stairs and matching railing(s) to be is to consist typically of 235 pound timberline interlocking multi color shingle pattern, q 2. Sheetrock at bathrooms (except shower or tub areas), laundry rooms (at prefabricated wood units ready for installation and finishing edge drips, flashing, water seals, fasteners coordinated connectors and other Main Entrance Hall or Foyer Area washing machine areas), powder rooms (at sink and water closet areas), and similar specialties. 1 Floors; hardwood, optional Pergo or marble 2. Fabricator to perform all required field measurements and adjustments 2. Walls, ceilings, doors and trim, painted, optional stain "wet" areas are to be standard 1/2 inch water repellant blue or green/grey boards at all prior to fabrication and assembly. All units to be glued and screwed complete self 3 Install ice shield and underlayment (15 Ib.) felt flashings, stops, isolators P ed door and trim areas, except at bathrooms, tub and shower areas Sheetrock shall be U.S. Gypsum supporting units. Building standard units to be constructed as follows: and similar components prior to the roof shingle installation. Nail and fasten securely 3 Stairs, stained oak treads, landings and railings with painted risers, or equal. a. Stringers and risers, No. 2 select finish grade pine lumber, ready and in uniform, level, and industry standards balustrade and trim 3 Wall board at bathroom showers and/or tub areas and similar wet for paint (1 primer plus 2 top coats latex water base color coat) 4, Install typical roof system components, including shingles, flashings, B 1 iving Rloom, Great Room or Dining Room: and/or "subject to mold" areas to be standard 3/4 inch or 5/8 inch waterproof non toxic b. Treads, balustrade, and railing(s), No. 2 select finish grade oak drips, shields, caps, etc, in uniform, straight, level, and proper method. Provide for C. Kitchen or Breakfast Areas: Walls, m hardwood, optional Pergo or marble and non organic wonder board or similar cementeous board at all walls or sides and lumber, ready for stain (1 color plus 2 clear coats water base polyurethane finish). expansion/contraction as per manufacturers recommendations, and as per industry2 Walls, ceilings, doors and trim; painted, optional stained door and t ceiling/soffit areas of all full showers, and at all walls or side areas of jacuzzi or tubs 3. Non-decorative wood stairs and folding stair cases to be prefabricated standards. Flash all valleys with continuous lap shingles with or without shower areas 5 Cut out, notch, and flash components as required to accommodate roof 1 Floors; resilient tile, optional hardwood, Pergo, ceramic tile or quarry tile 4. Sheetrock at all boiler or HVAC area ceilings and framed walls, and at all wood units ready for installation 2 Walls, ceilings, P P 4. Fabricator to perform all required field measurements and adjustments hatch, plumbing vents, skylights and similar penetrations as required. Cuts to be neat 9s, doors and trim, iontuni optional stained door and trim sides, walls, and ceilings of garage areas to be Fire Rated Type "X" or Fire Code 60, prior to fabrication and assembly. All units (rigid) to be glued and screwed complete and tight to component. Flash and caulk as required. 3 Cabinetry and built ins; composition units, wood doors and sides, 1/2 or 5/8 inch grey/white boards. Sheetrock to be U.S. Gypsum or equal. self supporting units. Units to be constructed as follows 6. Completed system to be neat, weather tight, and aesthetically pleasing. plastic laminate counter tops and back splash, optional, wood base 5. Sheetrock at all interior building walls adjacent or congruent with the a. Stringers, risers, treads, No. 2 select finish grade treated fir T Flash all valleys, ridges, penetrations, chimneys, and similar work or units, glass/wood doors, Conan counter tops and back splash or garage area to be 2 layers (1 at each side) Fire Code "60" or Type "X" 1/2 inch terns with .020 colored aluminum flashing. Exposed flashing to be color coordinated marble counter tops and back splash lumber. g y D Rear Entry, Mud Room, or Laundry Room: grey/white boards. Sheetrock to be U.S. Gypsum or equal. b. Railings, No. 2 select oak with hardware. to the roofing system Start valley flashingwith continuous rows (3'-0") maximum of 6. Sheetrock at walls and ceilings to be screwed, butt jointed, and to 5. Attic/access units (folding) to be glued, screwed, hinged complete self shingles. Remaining valley to have separate lower color coordinated asphaltic 1 Floors; resilient tile, optional, Pergo, ceramic tile, or quarry file receive tape and spackle at all exposed to view, fire rated areas, and/or wet (shower closing folding units. Units to be constructed as follows: flashing. 2. Walls, ceilings, doors and trim, painted, optional stained door and trim or tub) areas as follows: a. Stringers, treads, frame, back board, No 2 select finish grade 8 Extend flashings minimum 8" below ridges, valleys, etc, and 4-8 inches E Garage Area: a. Great room, living room, dining room, bedroom, kitchen, powder vertically at chimney, etc. Set flashing g g 1. Floors; smooth finish concrete p pine or oak lumber ready for finish (frame and back board panel only) with 1 coat g tight to sheathing Provide flashing collar at roof rooms, bathroom, laundry room, hallways, bonus rooms, and similar living areas to primer and 2 top coats latex/water base color coat.) vents, exhaust fans, skylights, etc Step, key, and lock as required Caulk all joints 2 Walls, ceilings, doors and trim; painted, optional stained door and trim receive a minimum of 3 coats tape and spackle, sanded and blended between coats 6. Stair dimensional requirements to be as follows: where required. 3. Overhead door, unfinished at both non rated and rated construction a Decorative stair(s), T-0" in width, maximum riser height 7 3/4 F. Powder Room or Partial Bathroom: optional, quarry b Garage, finish storage, closets, and similar non living areas to inch, minimum tread width 10 1/2 inch PART N. DOORS AND WINDOWS: 1 Floor; resilient tile, o , Pergo, marble, ceramic tile or the receive a minimum of 2 coats tape and spackle at both non rated and rated b. Non decorative stair(s), 3'-0" in width, maximum riser height 7 3/4 1. Exterior single hinged and double sliding door units, whether left hand or 2 Walls, ceilings, doors and trim; painted, optional stained door and trim construction inch, minimum tread width 9 1/2 inches. right hand, shall be vinyl clad, wood units as manufactured by Andersen Windows and 3. Vanities and built ins; composition units, wood doors and sides, plastic C. Boiler room ceilings, exposed framing, and similar non living C. Attic/access stairs, T-O" in width, maximum wrung spacing V-0", Doors. Each unit shall have 3 screws 4" brass hinges, 3 per leaf which shall have non laminate counter tops and back splash, optional, wood base units, areas to receive a minimum of 2 coats tape and spackle. minimum tread width 4 1/2 inches. removable pins for all outswinging doors for security purposes. Provide counter t oil doors, Corian counter tops and back splash or marble d. Attic, storage, behind cabinetry/built ins, and similar non habitable weatherstripping at each door unit, including the astragal at pairs of doors. Units shall counter tops and back splash PART J. PREFINISHED VINYL SIDING: be glazed in double paneled glazing units, tempered where required by Code, G. Bedrooms, Den, Office or Bonus Room: areas, as require coat tape and spackle. 1 Floors; underlayment and carpeting, optional hardwood or Pergo 7. Door frames, window frames, trimmed openings, and similar areas to 1. Vinyl siding system to be as manufactured from a single manufacturer. hermetically sealed with Argon gas between the panels. Each unit shall have a scuff 2. Walls, ceilings, doors g be building standard colonial 2 1/2 inch trims or casings with matching stools. System shall be complete, including all trim, locking devices, stops, fasteners, resistant sill, heavy wood frames and stiles with each door panel being 13/4" thick. All 9 rs and trim, painted, optional stained door and trim 8. Base mouldings to be building standard colonial 3 1/2 inch trim or connectors, isolators, etc required to complete the installation. door panels shall have "simulated" or "clip on" divided lites. All units shall be finished H Bathrooms. 2 Siding components to be uniform in color, texture, and pattern. Provide having extruded/formed vinyl cladding to meet AAMA 605.2-92 standards. Color of 1. Floors; ceramic the floor and base, optional marble floor and base, casings with matching stools. quarry file floor and base, trim; painted, optional stained door and trim, or Pergo floor and wood base 9. Rooms and areas scheduled for paint finish shall be spot speckled and single or multi color components, as required from building standard selection. cladding to be selected from building standard selection if other than white. The 2. Walls ceilin blended as required, primed with 1 coat roller applied or spray applied latex primer Component design is to consist typically of clapboard siding, window frame trim, fish interior of each door unit shall be finished and stained or painted as per direction. The gs, doors and and a minimum of 1 coat building standard flat wall and ceiling finish. scale or shake shingle pattern, end straps, drips, flashing, water seals, fasteners doors shall be bored to allow for the selection and matching of dead bolts and lock or partial ceramic tile, marble, or quarry file walls 10. Trim, cabinets, shelving, doors, and similar components scheduled for coordinated connectors and other specialties. sets. If door handles are to be supplied by the door manufacturer, they shall be 3 Showers, tubs area, and similar wet area(s); ceramic tile, optional, color finish shall be spot repaired and blended as required, primed with 1 coat roller 3. Install all flashings, stops, isolators, and similar components prior to constructed of solid brass in standard configuration. marble or quarry tile or spray applied latex non staining primer and a minimum 1 coat building standard field installation. Fasten securely and in uniform, level, and keyed manner. 2 All windows shall be vinyl clad double hung units, except at basement 4. Vanities and built ins; composition units, wood doors and sides, plastic satin finish trim calor. 4 Installl typical field components, including shingles, clapboard, vertical egress casement, as manufactured by Andersen Windows and Doers, and shall laminate counter tops and back splash, optional, wood base units, 11. Trim, cabinetry, shelving doors, and similar components scheduled for siding, etc in uniform, straight, level, and proper method. Provide for match the existing windows in lite divisions. Each unit shall be double operating mirror/wood doors, Corian counter tops and back splash or marble stain finish shall be sanded smooth, stained with building standard water base color expansion/contraction as per manufacturer's recommendationsand as per industry sashed units with sizes and model numbers as indicated on the drawings, Each unit counter tops and back splash stain and finished with 2 coats non staining water base poly urethane. standards. shall have steel and zinc sash locks and spring balanced block and tackle hardware. l Corridors and Hallways (First Floor): , 12. Provide weatherstripping at header, intermediate rail and bottom rail Frames shall be 1. Floors; hardwood Interior doors to be standard 6'-8" height, width as required, Lewan type 5 Cut oiut and notch components as required to accommodate hose PP g 2. Walls, ceilings, doors and trim; hollow core pressed particle board, 6 panel colonial or similar building standard birch bibbs, electrical devices, and similar penetrations as required. Cuts to be neat and 11/16" thick at jambs and sills shall be 19/32" thick. All sashes shall be 1 3/8" thick. J. Corridors and Hallways (Second Floorpainted, optional stained door and trim veneer stain grade flush panel units. tight to component. Flash and caulk as required. Sash units shall be glazed with double paneled glazing units with Low E glazing 1 ) 13. Door hardware to be building standard brass or chrome finish 6 Completed system to be neat, weather tight, and aesthetically pleasing. panels, hermetically sealed with Argon gas between the panels. All sash panels shall Floors; underlayment and carpeting, optional hardwood or Pergo have "simulated" or "clip on" divided lues. The pattern of glazing lite divisions shall be K 2. Walls, ceilings, doors and trim; painted, optional stained door and trim components master keyed) as follows: Closets and Similar Areas: a. Exterior doors, basement doors, garage doors, and similar units: PART K. SIMULATED STUCCO SIDING consistent throughout the dwelling. Vinyl cladding to meet AAMA 605.2-92 standards. Color of the cladding to 1. Floors; match to related room lockset, ea bolt, door stops, strikes, or as required. 1. Simulated stucco siding system to be a complete system as g be selected from building standard selection. Interior of each b. Overhead garage doors: lock set, manual openers, or as manufactured and ,supplied from a single manufacturer. System shall be complete, window shall be finished and stained or painted as per the direction from building 2 Walls, ceilings, doors and trim; painted, optional stained door and trim standard selection. g L Attic and Storage Areas: require including all insulatiion, flashings, vapor barriers, vents, etc. required to complete the 1. Floors; subflooring unfinished C. Bedrooms, bonus room, bathrooms, and similar areas. latch set installation. 3. Door hardware to be Schlage, Sargent or equal supplied from a single 2. Walls, ceilings, doors and trim; not applicable with emergency release, door stops, or as required. 2. Completed system to be uniform in color, texture, and pattern. Provide manufacturer in bronze base metal and finished as per owner's selection. All pass M. Basements, Crawl Spaces. and Similar Areas: d Closets, storage areas, attic access, or similar areas: latch set or single or multi color components, as required from building standard selection. doors (except sliding doors) will have a minimum of 2 butts per door and all door s. pull knobs, door stops, or as required. Component design its to consist typically of flat wall areas, window frame trim, quoins, hardware will be supplied by the Carpentry Subcontractor. Any doors that are prehung 2. Floors; smooth finish concrete e. Basement egress doors: quick release handle, pull release, pediments, single or multi pattern, end straps, drips, flashing, water seals, fasteners will have butts previously installed and will not be supplied as part of the loose Walls; natural concrete exterior only lock set with emergency interior release. adhesives, coatings;, and other specialties or components hardware. Any doors requiring specialized hardware shall be supplied by the door 3. Ceilings; partial Sheetrock, and unfinished 4• Stairs; natural unfinished 14. Areas scheduled to receive random hardwood (oak) no. 2 or 3 select to 3. Install all flashings, stops, isolators, insulation, and similar components manufacturer to the satisfaction of the contractor. 0-S. Not Used in this Group have additional sub floor nailing. Flooring to be nailed, sanded smooth, and finished prior to field installation of color/coating system. Fasten securely and in uniform, level, O with 1 coat building standard water base "color" stain and 2 coats clear coat water and accepted manner. T.U. Roof and/or Facade and/or Interior Wall without Optional Bonus Room Optional Roof and/or Facade and/or Interior Wall with Bonus Room Are a(s):Area ). base poly urethane top finish Allow minimum 24 hours dry time between coats and 4. Install typical field components, including adhesive, membrane, flashing minimum 48 hours load or occupancy time insulation, ornamentation, etc. in uniform, straight, level, and proper method. Provide 15. Vinyl tile to be building standard 12x12 x 3/32 units in selected color and for expansion/contraction as per manufacturer's recommendations, and as per pattern and applied with non combustible adhesive. Install additional layer 1/4 inch industry standards. minimum. Continue finish under cabinetry, mouldings, etc. 5 Provide cut out or notch at Insulation components as required to 16 Ceramic tile to be building standard 4 1/44/1/41/4 units with matching accommodate hose bibbs, electrical devices, and similar penetrations as required. bull nose, corners, coves, cut units or sections, soap dish, etc. and applied with non Cuts to be neat and tight to component Flash and caulk as required, combustible waterproof, non staining adhesives Install additional layer 1/2 inch 6. Completed system to be neat, weather tight, and aesthetically pleasing. minimum waterproof underlayment, screwed to subflooring. Continue finish under cabinetry, mouldings, etc. PART L PREFIINISHED ALUMINUM TRIM, GUTTERS AND LEADERS: 17. Carpeting to be building standard smooth finish nylon or wool material 1. Aluminum trim and soffit system and gutters/leaders to be as in selected color and installed in approved manufacturer's method with minimum 3/8 manufactured from a single manufacturer. System shall be complete, including all inch underlayment non organic padding Continue finish under cabinetry and into trim, locking devices., stops, isolators, etc. required to complete the installation. closets 2 Selected aluminum components to be uniform in color, texture, and pattern. Provide single or multi color components, as required from building standard PART H SPECIALTIES: selection. Component design is to consist typically of pitched gutters, leaders, 1. Built-in items such as vanities, closet accessories, etc. shall be elbows, connectors, straps, flat panels, vents, louvers, grills, end straps, drips, fabricated to field dimensions, selected from building standards and installed by the flashing, water seals, fasteners coordinated connectors and other specialties. contractor. All units to be complete with selected coloring, hardware, etc. 3. Install all gutters, leaders, grills, vents, flashings, stops, isolators, and 2. Finished areas to be equipped with specialty wiring for telephone, cable similar components in conjunction with the field installation of the system component. _ and security systems prior to closure Fasten securely andl in uniform or level, and approved manner 3. Provide each bathroom with an exhaust fan unit. Broan or equal 4. Install typical aluminum components, including louvers, grills, soffits, providing a minimum of 1 air change per 1/2 minutes or 50 CFM minimum. fascias, vents, straps, etc. in uniform, straight, level (except for gutters), and proper 4. Built-in cabinetry to be fabricated from composition board (pressed method. Provide for expansion/contraction as per manufacturer's recommendations, particle board) backs with "wood" prefinish exposed sides, ends, fronts, doors, and as per industry standards panels, etc and with standard slides, pulls, hinges, etc as selected from building 5. Cut ouL and notch components as required to accommodate electrical standards. All joints to be blocked, braced, glued and screwed. Counter tops to be devices, and similar (penetrations as required Cuts to be neat and tight to component. plastic laminate applied to plywood or composition top precut for sinks and similar Flash and caulk as required components Install all units level and tight to adjacent surfaces. Caulk tight at 6. Compleited system to be neat, weather tight, and aesthetically pleasing. adjacent surfaces. 5. Cabinetry and similar specialties indicated on drawings are schematic. PART M DECORATIVE ASPHALTIC TYPE SHINGLES: Final design, details, and configuration by others. 1. Asphaltic roof shingle system to be as manufactured from a single 6 Built-in cabinetry, vanities, counter tops, and similar units or components manufacturer System components to be fiberglass impregnable asphaltic units. to be selected from building standards and include standard slides, pulls, hinges, System shall be complete, including underlayment/felt seal down shingles, flashing, and similar hardware. ice shields, stops, isolators, etc. required to complete the installation. REVISIONS - - --- - - - - -_- - _ t DWG.NO. �o o� OWNER, DEVELOPER, AND CONTRACTOR r ' ) 1 " i PROJECT AND LOCATION. PROJECT AND LOCATION: � EN ea �J r BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES �� GUSMAR REALTY CORP � ' 2Gm , � /SSl1G/�_�2i ,�<i� 6�R..�I�, YidG-Al�ll,a AllJnif�s;A(,,.-- Ll� SUMMIT ESTATES /t> ¢ H a STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, v n \ 13-77 37TH AVENUE AND ?'o 7§y/ k z r="tire /xslPt 'wy'.... SUMMIT ESTATES -MASTER PLANS FOR 9 1 ^,S srerco 1 aeroaawzy,supenis•Newrerh, Newvorkmwl • RESIDENTIAL DEVELOPMENT Tec ziz sea snaaros.rax2i2sas sseo LONG ISLAND CITY, NEW YORK - - % 3 (7� l 'r!;; J$°5`cl(;ya F-ok Co IJM47P��a't-/r'.,7"uvj _ SECTION 2, LOTS 11 THROUGH 23 THE ION 2, LOODII,ATWOSTORYVICTORIANCOlTgGE -h ,� P •A� SECTION 2, LOT N0. 21 * )� I S •,L ZIP 11101 -- - - - -- - -- EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 �kN "N"' • T ° Project Specifications Continued, Sheet No. 2 F nATE ( .q � - PROJECT AND LOCATION: SUMMIT ESTATES - MASTER PLANS FOR THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE SECTION 2, LOT NO. 21 EAST MARION, NEW YORK 11939 Dwg. No Description G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions of the Project, and General Contract Notes G-2 General Contract Notes Continued, Definitions and Standards, and Project Administration, Special and Supplemental Conditions RS-1 Project Reference Standard Details EN-1 Energy Compliance Requirements and Details PS-1 Building Department Notes, and Project Specifications, Sheet No. 1 PS-2 Project Specifications Continued, Sheet No. 2 PE-1 Building Elevations and Schedules PP-1 Foundation Plan, Notes and Schedules PP-1 ALT. Alternate Foundation Plan, Notes and Schedules - K PP-2 First Floor Plan, Schedules and Miscellaneous Notes r n PP-3 Second Floor Plan, Schedules and Miscellaneous Notes CI --- r T I 1 — AT 5 W 1�r�l0000l��l ool�a�ll��I�I IIS - �I_IC7=1�IC7L1� GARAGE t it i- _ �! anoao e r No �JJ�11111 SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 SUMMIT ESTATES @ FAST MARION, NEW YORK, SECTION 2 XTFRIORINISH CHFDI I FTYPir At Rfor e concrete footing o hT ID r�TIFIfATInP F('Fy� 1. Remfarcetl concrete faotin � A Vinyl horizontal siding system 9 B. Vinyl vertical ive s system G-� E V�T r . / 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular fill y g y Y 2. Reinforced concrete foundation wall and rigid insulation �Z_ !�lGldT C��Vd7roN r C. Vinyl decorative shingle siding system p D. Vinyl shutters h / 11 4 Anchor bolt, hurricane or seismic strap, tie down, or similar unit / 5. Metal termite shield E. Simulated stucco and insulating or siding system 5'C,p'LE - a = /_ O // 6. Steel ell y F. Vinyl clad insulating glass widow or siding door unit p p ally column, base/top plate, and bolt system G. Metal clad or paint grade decorative entry door 7. Micro-lam, wood, or steel beam/girder unit j 8. Platform ribbon, bearing plate, and insulation system I Aluminum gutters and leaders or soffit system 9. Wood or alternate engineered unit or Joist units)Vinyl clad fascia, rake, soffit or trim system 10. Plywood COX wall sheathing and Tyvec system _ - 22 J DecVinyroofor roof vent 11 Thermal insulation, bah type 2 X 6 b/A C� o.J-0 L Z x G K. Decorative roof shingle system Co L 6/2 TrE S L. Metal flue cap, spark arrestor, and weather seal unit 12 Thermal insulation, rigid type M 13 . Wood stud, base GUSSET Treated wood deck,stoop, stair or porch unit plate, and top plates wall system W/NAl6ERS - - - Il � N. Treated wood deck railing system 14 Decorative vinyl siding system I Z 0. Painted wood porch railing and decorative post system 15. Gypsum board interior finish and wood trim 16 P Non slip concrete and masonry stoop, pad, and/or step unit 16. Wood roof rafters, braces and collar he system __ Q. Decorative brick masonry chimney and cap 17 Hurricane or seismic tie down, strap, or hold down system 19 Woad ridge, hip, or valley framing units 6 C�`77fG .� �, v --� l7 R. Optional trim package"A'vinyl shutters, trim, fascias, soffits and fiberglass 19. Plywood CDX roof sheathing and underlayment system 3-pX g t�d'�G plastic porch posts, railings, balustrade and gable/roof ornamentation, front 20. Thermal ice shield system p Lam- elevation only i -I > 20 S Optional trim package"B"vinyl shutters,trim,fascias, soffits, and fiberglass 21 Perimeter roof venting soff hingle system plastic porch posts, railings, balustrade and gable/roof ornamentation Ball 22. Decorative asphaltic roof shingle system r L.' 1'/"� i ' h IU_i , is LJ11�' '1,(k 'Slrl i I `^�, 23 Metal, fabric, or shingle roof flashing system z elevations - 24. Roof/attic end vent unit 21 7 Optional roof and/orline with bonus room areas) 25. Structural roof framing ridge pole/wall and bearing plate system U. Root and/or facade lineine without optional bonus room area(s) V Optional colored seamed metal roof 26. Wood or metal blocking/bridging system i C+I 5 - -- - W Lattice at porch 27. Typical header and multi stud//ack end bearing units ,3EDR - -- - - ooM N°2 MASTF_� �Er�RX Fiberglass ornamental detail ovM �------_�-- -_ -- - 00 • � �® l- NK l=IRE SEr',dRATlon,i � n_r _ -':.; -- --- - - - - — -- - - - __ .�, --- -- O -- ,r 12 EE 41 --{-- O FRI LINE OF O/'T/ STOn)E f3f1/� D/NG S� GTION PO4 L4 I'A.) _ INC_'Q >L 1st 6'bLlpJJ&7d-10/J c' �t 'rWici4nJESs / " � gon/r CL EVATiUN _ coL, Ca w/N�ovJs �J SCALE l oar �,�Tion9� ry �STnmJE� r NU7E' Fort /NBULA'Tloh.l kE(�UIREMEnIT-S S[-F EnJ - / . SCALE : 14,1/v /EOI/ „ REVISIONS - ---- - - - - Et� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. OWNER, DEVELOPER, AND CONTRACTOR - - ' ' L _ 15_-,l�P_ To o D.G FoR rl� %NG-Jo J0_P('PRadp L PROJECT AND LOCATION. PROJECT AND LOCATION: app �. °ti. JL GUSMAR REALTY CORP. - - y agM Cpy STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. AOD 70 00JWETd: Fdr'A PLI)IEW SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR m Q n Q sTeLOo +no emadwa,,Su:on 3-NewYo,k, New Yan<m0m •Tac 2,zsss.eao4,os.Fa. 212 ses ssso LONG ISLAND CITY, • 29 '0.2.- I eeNEML AEVI510NANb CooADllJkf7/ans RESIDENTIAL DEVELOPMENT THEWEDGEWOOD11, ATWOSTORYVICTORIANCOTTAGE .p LONG ISLAND CITY, NEW YORK SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NO. 21 ZIP 11101 =3Ca- 0 Z /s sUE0 C2 c0,AJS7-, tJCT/v N - EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 Building Elevations and Schedules +, 9J, M1•o. 1122 { DATE G - 20 - 0'Z - 4 _ I fV1 ¢7il l q"ry I I D will I- Qrl 1 -ly'w gill � � r ew Aaw I'kW I S - lD I 95, Intl Mill I I. �• I`` I —r 2-2¢gl–=--I �- 2xB LII ti=?x8 I_ � [.,n/E of Q �l U orol DEG/C d.8oVe I w.r,:rtIv ell x (OPTIO/v'q6 ) o ve Ir .. � w 7N - el *ftrt� sAN/iARy WASTc /O el 21¢la . ave rA1, 6//JE Co 107)) S' AS GUI AJDGU/ l TUBE /'lEly w �- ryr r4xR S ." Ptd SEPTIC y57�"M �Aa L^iVJE'NT• � � /Q�oNc. � LocpT/ON . P40V/SSE W/Mffr4 I aN 2¢x 24x/2 N oa sYr W;OTt)CQRDOF SEAL.. r-^ , CANC. FTe ,MIN 4!0"pEEP N A awAy 'lriiMA42,r Nc71C .' At bay"/bnJ A L. '�� rrO AlPilavrn - N x 6a 5eM�.,'7' eA TN/e,o lo,Mt P2uJ/P(:; all Vvv�rat I ! 2x 3 HEDGER �oL7E_0 �Ii i VENTt:r7 RA25aAl AIrAs /+wB� s� wc/a:Ar acc:r,tiN ��MP l — — I_ @2.0 o.C , STEGDlJANC,E S )r`orEM WT/,A SEPd1/.tIl TP-Ar or — PL LIAII53/NG ,2I S&P- )i G/;AM Note: Locate all plumbing vent stacks or - vent lines at rear side of dwelling hidden m f I D from street view; typical for all similar work I O"RE,IN CoNC FUJJ WgGL @ (opT/ONA6) rj � "FAlemil G �3/Z"FRAMING STANAARO ) oN 24 K /G RE/NR coAJC, /=TG' Will S I oIII� 3 -#5 5AR5 CONT O I u Ni ® �� s�MCNr � ji ° o �, 3 o5r� 2 0 // �, I co All T 'l-1 fr � 4 AElNf, Calk 5d4,0 A -✓ NE17E I ® f t NEA7 I �0 X S - �/O/ /O 14kvm � OCSF. NDN - S"xtG'r , ON 4- G V41ll SRA/ g O 1- Y 'I' D",YKT e 9 rd seE ADoTES oN 4-" ISXAN(144o2 F=ibL Imo- 2 LAYERsIZ' NwN s ,•.� .°I I 'r I TYPccAL C ACL, _._--___.._.- - w 7Y?E X "HR rooO - YA4ECAST- {RElpl,r) ti ay' I VOCATIONS CoDRDiNA7-E�--"'.,y- ,-_ -- `- '""' I GW5 ABO E I _ EO/JG. PAO �5//�G LE s I OPTIONAL I To wo�p SrzL ` HEATING U ,r I I Dh4 DoU3LE UNl?) l NkIN SFLco ct LCAR I a" E6t . CQ _ 9ooR 6R I `u� LANE OFW L(- m UN ASC Co joe-NSETZ a AEFNF- `q 3°x5''eM'W 1' ro AaavE doll C . PA O DOOR, W lM ETAL I 3- 2 x l2 `/' - I O cdo r c/o Y F- - — —� — — — — ._.. I d• ' r /ITA4RE-AWA' AN/J 6 oRGx/0 C-sAesiASc` �J "1' �- Md 4- __ -,_-____ s �6MCPA0 ATNF _ �-t r 9u2Axl D00111, LA,nDE2(fo/a I I} I�_ GARAGE MArJ 04lW/Zar2.2. P- — — I DAD)o I - - � — _ - n1wAGL I mAREill I p v oil, �rL _ a,.8£_oW 6ormnq or I� ALLY, o cv R _ I - 4 '- x n I I- - I SddB� �oaR OL I JsELrabv," 180 $2sJ�7 a I cod w/ 3ASG A_7ES OA) = I _ I �6N113� TYT° _ 'SUB @ x 0 I I I 30 x 30 K�11Z" j,5 KSI � I � - 4,jor' 'G79" MJdfoV '9" e, I I I I REINF C%N1�, 3-FF'E E.W-�@l k /l?A 3 I / FdLIr GcL �I J FTG , W A.S. ? a I I I l LA66y CDLS- I I I Nil PROV/0C APPROV 47 n c xx @ /s!•Fdoa/ZI I 5EwE72AGE EJtrc7bFl P MP I N t to I o DOM EST/C I I ANO TRAP AT oPTioNA ALl6rJ N II I r1 WATeD4, SUPPLY I -- BASEMEVI" POWObi Iq ooM 4 GLfAAZAAICc I I •. K a I I I LINE E1U77�� 1 I OR PULL /3A?NRoaM , s/zc roe GirzocRs 2-a IO I I o y AS ii PAEIsEIq- p`,� Al LacAT/oN To se s-AtR up•1� C /JME)' III O I� cm pE7BRM/NED oP nytNCy 2xlo �_ CAVl GOCATionJ G/Z I (9) ire ''z1•2 14 - .—�.� LJViCAVA 7a 0 P/Q IT pJ AD!, 0 2 - S' Al I — �G^ lt SEAL . S I (Z � GDNC. 2x8 LEDGER o, I r�eLll �bLsY III $ Aon 2-#S, SAAS' I I h � soNOTu6E PovTEt'3@ 210101c, I 8 / rr �- t} iii, I m °� 2-o Loll I $ y' tLEC�'i41CAC „ I IIx ?IEA, oN � rEco NAN�rRS I � I SWLoW &ALLY � u a PoW£�'1 SUAD&Y � I v 24x24x /2 Q) LALLYGaLS y�L LLL _ GoNC ll Mill O 'DEEF Pahl r FOA SUPPoA�� I I Cq L/nAECNTRy - I -- I, AS PER. �^ - - �'1 2 . 2x6 r 1 2. 2xg 2.2K& �� 2. 2x8 2-2x$ I PROP FauND T/oN Wq( L i uT/L/?y �L�1J - ���� 9@LaWBo7ToMO/':�SG45 I I ca MAAnA y" � �v I ELP+ &_rT M coll"N WALL I I WATt�/tool P6/iGN I — J BELOW Ij01 T�/Vt a� SCAB — L _ S G ° � r r eta gY It I as u �3/Z� LALLYCoL , '9- I/- ffi � /_ fL- I� r ffida 3A8n /G � c?/' 318n 3 oI ZJ 23' 4 r 23/� u 53 L/�' SPFfaAI C(IBCONTRACTOOIIIRFnF FOUNDATION NOTES: 1 l It shall be an unequivocal fact that all Trades/Subcontractors / ) Top of steel beam to align with top shall be responsible to perform their work to meet all applicable AG T� ° ML T4 �F�A3nlT �F ?'q7' ) Co /a/dA C fad 5 P'Y of foundation wall. O(.1404-7/0A/ PL AN/ Codes and Industry Standards, regardless of whether all Items �� " '" 2) Top of wood / mlCrolam beam to are indicated on the Plans or Included in the outline Specification /c'A/�T' FGOUle1 pATf CJ N ,cf,t>Q yV g p G CAL. "-"-`---- and Project Conditions, The Plans have been prepared and align With to of foundation sill plate. - /4" _ / A- IO AA 3) Top Of beam pocket to be set /2" Issued as an outline for the work and do not include non described or indicated Code Compliance issues If there becomes any t0 2° below bottom Of Steel /Wood/ field condition or item on the Plans or In the outline Specification microlam beam. Application filed for work at this lot only that may prevent the Contractor from performing the Project Work 4) Beams to be set on non-shrink to Code, they must Immediately bring this to the attention of the grout Shim Contractor to resolve. Failure to report the condition Immediately, per this Contract, will make the Trade/Subcontractor liable for beam as required redm and Steel all reparations to bring the work Into Compliance or up to Industry Standard In addition, all scheduled or required Trades/ Subcontractor shall schedule Building Department Inspection(s) for their Trade and be present for the Inspection(s) until all work Is Code Compliant and satisfactory to the Building Department I REVISIONS �.'PEo Aqc _----_ -- - _ - - - PROJECT AND LOCATION: PROJECT AND LOCATION. y REN u coy/a, CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. OWNER, DEVELOPER, AND CONTRACTOR. � - 26 �2 SSUEO To �,o,p, FOA SAL/N6-ANC- AI°PRdNAL STELCO RESTORATION AND WATERPROOFING TECIINGLOGY CORP. GUSMAR REALTY CORP. _. . p f� '1 b p p •1 SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR w'' A % -, '� ' Affil To 6)WI EA ii AEVIEIAI, R W S1ELC0 1170 Beradway,Su,le 1115-New Yolk, New York 10001 •Tel 21268394041ol Fax 212,683 9580 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE WEDGEWOOD II, ATWO STORY VICTORIAN COTTAGE �P ' LONG ISLAND CITY, NEW YORK �-Z`7 - O2 - GEN0).AL. REV/SIGNS 414,0 -CooRD/AJA A'/aN - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NO. 21 " v,,; �+l ZIP 11101 _. - =,30 -02 /5Si Foil G6NJ5wr Ud'r/6N ,- -- EAST MARIONNEW YORK 11939 EAST MARION, NEW YORK 11939 �� FTIyri1a%2' 40 Foundation Plan, Notes and Schedules P 4r NES I DATE; G -25-02- 1 I �ILtr I I 47 ,Kavc .,a 11 a— Rq � f �,5 4WI/IWij P MAJ r - 2x8 L� 2 -2x8 ::L L/ of -- + DtL,< ABOVE XI f l u I �jI x (QPrl0IV44. ) o N �Iy� 7 /0N us 2 7 sAN/TARY WASTE TYP, DECK t.'R DkA�r,ER I I �A�6ME'NT /a'sA coNc, (,rNE eX/ T As 0 GD 1 F"' ptR SEP77c sys7 )v1 soNon SC �'/Ey co x .'y r•_. i4:w_ .,.I Isr.�xA LoC,tl7/ON . PAOVIDE W META O 2 N a'r, w/MITA I I N 4 x -6 MIN „ WA?ERPROO.T SEAL- I C®NG. E76 MlN 4I o PC-EP o� I ENrL-V/JA4L` ISti v: _.rs IAREAWAY Q I ND i_ • A' ;�/v , WAL ^=\ rTOAPPRAW w 2X8 LE06ETZ BOL 60 RII VENI'LV RADDh1 srrnc 6YSRM n • f 1 N *;ITEIb1 pASEMEIa'T" &A'I-rJ/C<1un'1 PtiOI1Df O I @2-D U.0 9 TL'G'O IdANG&W.S' I Al�l'R,f,A dd wil.1 (./d G'iry E�LC�' sshl MP Pa rk — h� �y13/AJC R I �Ef� Note: Locate all plumbing vent stacks or a — — — — b/AG/iAM I I Nen: SEr $rLLL AS vent lines at rear side of dwelling hidden I I AEd U/ICE/Do2, FLo o/2 v — I /O trA/�. Cu C FNDIJ WALL @ COPT/GNAL ) $�t"FIeP from street view; typical for all similar work r IWAN //�" 9�"cTc) e e (3 Z' �kANr IG NOAl�b ov 24 x I6 AE/Nrs GoNC, /�TG BLOCK 0113 a #� sAAs coNT. ° III u I /=rqA14INC AS /�E�JU/Rt0 xll k o vV 71"Ylc/4i , SII W �ASEM L/J1' , 4" AEwc, CONC S6' ,p9 �I co l4EATEEl2, I �a 8"x/6" bEA x W� �K6 - /o/#/o WwM 7,,� MIN lOh N ON 4 MJL VQPoR BAAA/E/� f /C,� O l-LAYER s8 oR and I — //JOWSr: \ L l'oGICET - SEE Np7•ES ON G" GGa2ANU�Ar7, f=ILL, v I�-2•LAYeRs, ° NWN 71 LDCATIPIJS T7?t ' ( "FR vi PR EGAsT C�EI��) F� Y1 I OPT/0IdAI /` CooRO/NA'TE /JEAgrnlGo �f — q f,5/LCO 0251 I /p' 71D ,57ZEL 5/ZE t- NWN 6 I 1 DhL DoU 3 E UNIT) s I Dooy csR I 1 I �savEPw bC I I AT A/C CO/,JDENSEI� I p 3°xR\W/M WIG x ¢9 °R .-'W/2x95 FT- T of W/2x22 ' — — - - - - — � — TEINF. DOOM W�M&TALI — = _ -- _ - - - - �PR,ECAST (�ErNF, PAD 9 AAEAV9A j ANO $ COAG. PA-n AT c Ar G4AAGE �A.ODE/$�FoY I d � — — - - - - Is GARAGE MAN Dooh MAN DOOR, FGRLSS� 9 _ I dRoP FNDN NALLJBID w BELOW Garro OF W12x2.2. 1M- — I _ . _ _ _ — Mlu, AREIowA/ I I oIIf I �_ - I f s6AQ OOOA I I 1 -- �,_ ti-„ I I I ¢/'I6 dALLY — o. Mill I C � I OPLN/NCn TgvR ��_ — C7RoPFN N—WALL I I Cob w/ sAse Ares DN B(Lo,w .; lff or I 3c x 3o x 14"(3-5 Kss o 2x/o(a�, 34 �LALLy c°L rI- - - �siAs@ I I I IZEINFCDAICW/3-95 EW-) Cd x /2r 3 I @/S�lL , I 'I — r, P :7u�lT I - FTs . W/A.9. o N -I"�10 I I NaiE• PRrJV/oE APPAoV N NI N I g �,, II I m .t I ,��"4Yl L.A6Lf%:',a(,ti. Sc wEnAGE �,IECTbA 'P MF �$ I DOM EST/C I ANO TRAP AT Ol°TIoNA ALl6n1 �' I I r f„r',r,/d, I i _ I '5ASEY✓IEJUT TOW/J oorV) e'LGAftA I�Ct I \ Cl U1 0 Iq ul I wATE-Yi SUpPEY . _, 2- 2 16 LINE LAJTii� 1' I - AI F•L/LL 71ot\) f7Z 6 . SIZE faR G/ADE�S� _ Lin/ -• ' fff --��- I AIJo LocATIoN To 5E @STA/fL ,ro” GKCAVA7-E/O a I AS PtJ'X I"'AEIsEl4P,cu ... -�r--�I oPeN/NG 2xly . UPl1, I _ _ GOCAT�oN G/Z _ I PETE/L�)INED C7u r6"o.�. �` f � II I 2 —� h`' SU 'Ft Y LarATianJ — — — — — — — -- — — t J JsorD 2 - �#9 AaRS I I I h 2.2 14 L1Al �AtfAiT w, I 0 'RtivlD — — — — =U © tbceY III $ .�•`'"� 'C`a n SEAL . I I (2 0GDIJ 2x8 LEDI Er o,� I holy Sup RT ' ;� I I So No 7Ur3E SobTe(7 @ A00 2-AS-SAA�r `' I E+ ?IEA, aN LALCY GvtS k� 2rQ„ Le)nfG I o ELECT4ICAC x24 x �c TEDa NAnI�LRS —1 i,laLL" I o O POWER SL;°PLY / I I CoNCgfTG� IN 9-�o���EEP I I DROP FnG/n1D Tont WALL j'oP C h BEf u�J W I LINE EA)7"A I 9ELaW BoTToM of Scq 3 � (i UP . tr wte c C9 2 . 2X8 @ 1�o.,R oP� /NG T)"P �v T I A„ PL-F� r 2- Z HB 2-2x8 � 2 . 2x8 2-2x8 I UTILIT'y �- - _- _ � - - ' . . I --- - - - - - - - � - - - --� PI�OV/0E — L/n1E of DAOP roUNDAr/CN WAbLI i -- — - — — — — — -- BE-49W 6*7`o 0,M OF SGAK I I WATt�PR ooh r I �3/ZN� LACLYCoL , 56 � ' � I � �I � 13� n u n3 it IG I /�T PL , 23 �� Ir SPECIALL ct_IBCO CERACTOR RFO IIRFMENTNOTF It shall be an unequivocal fact that all Trades/Subcontractors FOUNDATION NOTES: shall be responsible to perform their work to meet all applicable / 1) Top of Steel beam to align with top �LI , / D� T/O s / p / A r / Codes and Industry Standards, regardless of whether all items T�(�NIA TE �PRONT �AJT/�'P'' G A�A -�� E p�A!Y of foundation wall. �„ /Y NV / i/-r/Y`r are indicated on the Plans or Included in the outline Specification �A / /r — (/ART )=olJNDAT/GA) PL A/f) 2) Top of wood / microlam beam to / / „ „ — "— and Project Conditions The Plans have been prepared and align with top of foundation sill plate. 'r G GAL L 4- _ / - O issued as an outline for the work and do not include non described or Indicated Code Compliance issues, If there becomes any 3) Top of beam pocket to be set oodl A/C 71 t /5 Cl/L U F014L ALTEXAJATB STEEL field condition or item on the Plans or in the Outline Specification to 2" below bottom of steel /wood/ that may prevent the Contractor from performing the Project Work microlam beam. to Code, they must immediately bring this to the attention of the 4) Beams to be set on non-shrink Application filed for work at this lot only Contractorto resolve. Failure to report the condition immediately, per this Contract, will make the Trade/Subcontractor liable for grout, Shim microlam and steel all reparations to bring the work into Compliance or up to beam as required. - Industry Standard. In addition, all scheduled or required Trades/ Subcontractor shall schedule Building Department Inspection(s) for their Trade and be present for the Inspection(s) until all work is Code Compliant and satisfactory to the Building Department I ' -iiae OWNER, DEVELOPER, AND CONTRACTOR. ---6- 26 b7 . !&SUEo T6 DEVIBSIONA !JUNG-AN.�Api'/ZdiJAL _.. PROJECTSUMMIT ESTATESOLOCATION PROJECT AND LOCATION: co�w¢`'•�`���Oy���o � sT LCO RESTORATION AN DATIONS AND TECHNICAL SERVICES DWG.NO. 9' OF l BUILDING SYSTEM EVALUATIONS D WATERPROOFING TECHNOLOGY CORP. GUSMARREALTYCORP — _ SUMMIT ESTATES MASTER PLANS FOR aryNewyorkroom •Tel2lasaasaa4ras•FU212693.9590 l��s _ AIJO 7o DWNEYy FDIY.REV/EW• RESIDENTIAL DEVELOPMENT 13-77 37TH AVENUE _ THE WEDGEWOOD II, ATWO STORY VICTORIAN COTTAGE � i Q LONG ISLAND CITY, NEW YORK - 3. 2 9- 0'Z, K E6QL-2A L lo`,Vl SloO JS ARIA Coc&01A)ATIoN_ SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NO 21 eu //-`''"''In " EAST MARION, NEW YORK 11939 .ac,y,"+,;ems r ALTBRMATE ZIP 11101 --- /S3Ut_fJ Pa7t ALTLIZAMTL? STl-2L EASTMARION, NEWYORK 11939 "s Foundation Plan, Notes and Schedules /� ^/ - 30 D2 PSSLIL=kJ Folz Co ST41CTIo �/? "+o rraiy c```i/ A�•\ LT. eo`� _ W --- 53 - r° 1 47 !6rr G / 0,1 Nees / PROV/pE MW. 3-2><4 .BAR/Ny /Gr- 0° I I o " r9_54TE' M/W 4 LO" G-OAZI 6 ALL )-0-57S N07 OAI '700 OF -,X, R1A)Cq WALL 1-2Y.12 CLG. .J Cr j!j'r,S @, ppo Sr�' A)0'r ON .844 JWC. C CA WALL . PR0()I o� ✓/M/(-4Z 2-0 STE(S pATC Cr /i00r- - 2) PRO V/AE Z'K 4 A4ISED Il 2 x a G eA D,EcI< pL4N1<S PLATl^eRM FRAMIYVls W/ 4 pLtliAti W LK/NG SU/dli TO ACW/EVe MA/N5'A IA) AAI'NG C01-TIONA L /1V S0&A7107VAEqIA//R»91?nll�' u - CGA /JEG/L O E ;;TL 1'S 3 PRaVIIDy SMOKC- 007-E07-OrA(;,) RYAN/�AZrJ 2. 2xC. 75MJG AS FSCs; (P '"l Ing ATT/ AREA 2-2k6 E1gNG 1vATE G O , 4 OPI-IOt4AL 72A`I° 4E/LW6G M NL i.��--r2q•I� aM C p5. �" � OELow PM 6`r P2crVl(a€ 2N 9 f1/rJ, IYtJG6 ?yp T No — — — — —I MrN LT ' Z4 S LY' I Co1JnfeFin, d To C.NEEK WALL i2-30154 6X6 Jposr 3p4b PECI{ - -I- - Dowty 2- 3j54 ui OK fi,00P FAAMAbvG W/ 2X8 FAA ALt Ll tI. GoGB S� ADCk GXG , p' �A�'P�fU MItJC, Post MPnD , 2X6 o N „ ti �— S DWI Oil " = PR€FA/34(CATL J - o 31Z' J�F • b u 5z 2-4 <s ----fir - - .- 0"+ LhJC- oi- 2 No I-tdoA �m I ' OPTiD1JAC EXTL-/<lu/� wAdt 4811 VE d� SNIT ,45 P U 6. -� 0�� ® 3 4a " la. wALt G/sl7w,, AAIL7 U1,01 T CJ @ WIaA,. CAPO ° Z - 2x0 I To comp oWITI.I Q; I AJC AbosT @ WALL AJEW YQA)< STATS 70 GLG , W o I f5AEAKFAS7 ° r7 0 K1TCN'EN S ANp 4 GREAT _ G/AIING RAoMI AG Coal ANAL/ e - FtaoM @ N 13 � ��, @' __ KITcNent I r/ra�sroP c144 se b6 ,067r jM n - 9: PL--A GLG . �/T GfCtA7- � 0. 'rr x � I k3� DE7ui/rllNtp� I ' k � '2-2x6 Bn1JG � I a a r\ c`4o N / A7G- @ WALL k ' `a DPT10JAL✓ m l0 2 2x/11 PtGdw 3M FAINEa/+ 7i FcuE '✓�oM F3 Lo ` N , gr:LLAR '� N REF 'PbY 1111 MW LT, 2¢r1 c _l•r, 6N06 s 0 O p11oR 6x6 POST AMTRY n n t9 ro /Etil's' I2' WA L/ cL L - - - Q f3e'Lra;J EM coNC 3-2x(2 W�3q'PEYaP' ro Z°2X111 Ww/"4"PLYs� o f'A�GAST POST- 2-'0'j"\2 coNch.eTr r,:. Lr>ir PAJY� _ 2.2X6 81WA - --- --- - - - - - µrr\\y a 2'a m YEAT6@WAGS vi DR G x/O ML ARoP C GxG POST v® bN l4R SGnB ,BELOW SCAM 4x¢ UP �• M/P , u u uo a e MIN LT- Z44 Y —" F',�'@C/aSl rl I r, P046 /QD n Ir WOAU s77a//i5 3�°I LLM GGL m - _ 8 /l o " 5 2 5 �A. ENV 5 , o ' AYES44 n r o x 8 YPE X OR 2 L YS 2 371°E X 110 Lip C'G/ o y w -o l=IREGoOE GW5 m voov sral/i5 - � v - 3y'% 5 ce GL05 Yv �I ,� -4A C/-/ FACE OF WALL -I I W� /-L A/E/�, 5g/, TYPE- 2`oR ?- LAY RS h"� 5� ^av - oN `��' aU 1.10 iiIG %ZooM q Itm o r^ E/V77/ GARdGE 9q.�'l LING / n u a _ - u Lr:1G 111= l=/RE'CaOE GW m o ' r E-,dC/•� /"AL' r7!'aWAG.L �� x u° 3 ', 2x10@ !6 ®r; + � + WALL NI p� ' t Ar NT/Ag GARAGE CEYLlA ABrrV(E� G/ �, - LrNEoI 13 N a � I'�@wgiQre° - -- \ GA 'A N OkAINAGE o z l r 4 RG+ JT c- Nc 'ZAP WALL a r N I OEA IUB . SLo PE Cs A8oVE CA/I- � ti W 'w UP W16x6- #/o/plo, wM r� y 1611 oN ¢MIL UA/'r/R /�RIy/L-/y 11 er bt it 6X6 A 5T G;AI?t :+"a�C VJ /? x �� O J w ��i7ti DtJ Gr' G/LANULA P/LL \ - - - ,r - - - - 2x8@12"D.G' " IN (1R tDNk n m �3� r� W 6xL;- #/0/#/0, �2 �i !AL!T d- " 2x111 GAh1T 2-3p5 2 -2X6 �9RN6�"-"-"^,- UP LA / o I--- - -� - - , -I l2ATr- @wA6L 2x8@ /2. 11,6 x UN ?°MlL I�Aiea ,I,Sblq Jk1 m '� ti o 2x8 CCA -4 6R all - y FAGS OF � a BELOW 6M / —� 00 b C/+?v4/1141LF1I�, Y=IL<, ry, yVAL6 A(SdVC rMlN LT=�%-r, DEG/< Io" L/NE OF _. EXTERIOR WALL FRAMING NOTE All 2x4 exterior wall framing -„ r on n COVEP-Pep f'p/QCrI{l L/NE OF + ty v r L / rr COnlc <' _ _ 'O shall/maty be utilized at Insulated siding system only; 2x6 exterior CD x �'' 9 - 'Z C C9 Q P "7 - 7FNDN e FND �x6' t� wall framing required otherwise at all other siding systems for N c i r 4 X 9- Pd$7S WALL ' WALLN NYS Energy Code Compliance GGA /LAI LING Q J 1Q/ L111/5 fJ9m Rae L/NE or WINDOW HEADER FRAMING NOTE At 9'-0"ceiling height, set — o dAL COL ,N J ��1NYJN a FNDN top of window unit for a finished dimension of T-6"from finish Z WALL 4 "o WA LL floor to top of window unit. At calling height, set top of window 4x q. 2-'2 K B (-- --- m ti to unit for at finished dimension of 7'-6"from finish floor to top of I P0575 -- window,unit Allow clearing for deflection, weather seal, etc. Cc 2 ` 30¢9 OFTlOnIA'L As re uared align garage window units to main dwelling units I A I RNF or as indOcated on building elevations INa CCWC, PAD CD E4cN Srgrc COYJG. APRo4L6 s AS , ) 5r1/ora oR7 7y/0, W/boND W & X°�1 JW /(7 .x/9 i-3 41411 // ) 8n // I-8'/ BR-EAIGER, PduQcaC2s1N BRNG I Con1G APRONF) Le,cCAWALL „ B1, 60100 , 3or- 23 -4 ralAt Lr: 24 SUMMIT ESTATES @EAST MARION, NEW YORK, SECTION 2 SUMMARY OF BUILDING STATISTICS - 23 -%', THE WEDISEWOOD II . 1 Occupiable (heated/cooled) Finished Areas: n - a Habitable Area, first floor 1166 sq. ft. (� _ - - b. Habitable Area, second floor 1079 sq. ft. - n '7 c= / �+ c. Sub total Habitable Area 2265 sq. ft. gL7��cl, , : (�Ptcn�T ,_T, r ..,r J GAKo� e PGaN ( > F1R ST FL d. Optional Habitable Area NIA sq. ft. -� �.��/ /fir _ fr- O" C 'AP7 F'L,�N FYpxt9T ! (.,r?cii „� e. Total Available Habitable Area 2265 sq ft. �J 2 Non Occupiable (unheated/uncooled) Unfinished Areas. a. Non Habitable Area, basement 1191 sq. ft b Non Habitable Area, crawl space N/A sq ft G. Non Habitable Area, garage 527 sq ft. J. Non Habitable Area, porch 191 sq, ft. e Non Habitable Area, decks/stoops 160 sq ft f, Total Available Non Habitable Area 2069 sq ft , - r REVISIONS BUILDING SYSTEM EVALUATIONS AND TECHNICAL SEkVICES DWG.NO. PROJECT AND LOCATION: y ` 'r t7L OWNER, DEVELOPER, AND CONTRACTOR' - 8-2 9 p 2 GL )Lr AL 4L VI lnnl ANU C00/2/)eAATip1J PROJECT AND LOCATION: e F STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP GUSMARREALTYCORP - - t. ' 1='IILWG SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR /,I �� s ° sTeLco 1170 Broadway,eelteers•NawYerx,Newvaratoom •rei2r2csaoaoaro6.Fa..2r26sseseo NEW, SNEET (ss[,Bo7bD.o•@- (=gR 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE WEDGEWOOD Il, ATWO STORY VICTORIAN COTTAGE LONG ISLAND CITY, NEWYORK - 9 - 3d - o_ Z - . (SSUEx7r-G� , CON�l�tJ4T-uta SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NO. 21 ZIP 11101 —_ EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 u"� ro ,cQ First Floor Plan', Schedules and Miscellaneous Notes T� N 1 DATE: -ZG - OL 4 4z'4 " .7 r 6 I I - bINE 6FRooF 2 - 304 9 30 30 C-Yf41�aW P�E6r,W 2068 31 6 '10 5 l l - 3�° @)3� `" 311 e illi 3t n W n .--- _ l6 - a 512 O vn M1 v All O °s',p I � o � rNA 0BEDe-00M NP 41 NEDRooM N. 2 m o w . m % a 64134E Fool v` °D A/SOVE m N N W O r m tl" 5 -� 5iIvA; Tc-O is l ATrrC NA LL _ PbYWD, Fb«sN lZ/pCo� ^r CCGESS ST IR OO 4Xq C� �I 2668 /�rG�l 4x2f R E I _ 2X 12 /176L° 4X4 RIllGL POS an GA07Efl O uPsv9 _ w --- - -� - - — . RRll6R _ Po57- END 7•YC L — m s 4x4 RrnGc °o __ /n4SUGA'lEn WALL I — ° POST — „ - — ArATrrc 7Yf' o I TYPfcAt r Cr k W N W-f., 3A - vT Qul, p b ATr/C o RaoF / 2ri FALL l$APtUPI[ ?xG K 0 � . � f QI 2068 BELOW �� • — / —_ CMAN DOOR ) / o — — M - - - 2x12 /7.G` I14� I p d II 4X� PosT I I FrLGE OF °` cni9 0 0 rp � X6 " - a ��f MA5rLk 66DOx)0m —>�, ° ti 'o - — ppow6t WALL I_CAAA(;r.d o I aow, mASTGft SNowE� 2 2X6 I` RITE ' m va @ c3 • /AU TE'��T Ay Gt/b ra/G cor II rcoGR FiR6 �@ToP OF &0 {�C:L061 w o� BATFI I „®I 11 PFaIECTs sr��sL� o, o� (ohT/ n1Al) Mo `3 6-1 2- 1 FROJ None- FoRPOST @ ok �u x 3h" OVEO, ACCEssrr3 E Fbnok aCIO j I� 6? sA"WELL AREAS 01 2 X/2 c ovJ � Q / / _a-tiMIO f4 - - - '� f / % /I olE ✓ �. �C 14,I , PLYWOo I qa 6% T2Xp 5 2Sn am L N GATTI - NI 3040 h G N Z 3o49 'N I -FOLIN� C V 6030 So VE AL/cN , N+� I ear C (3e ow ZX)o@/G`0CRR _2x10@l6 o/c RR e6v�i G61 _ lL' TIE4Vo1r W�GoC TIES@4,0110- -S Cz) � - - - 304, 111A Rovn)p 48oV� 1 3018 aeo�t EGi , � ' Sr, ( pN 3'-2�'I 12 '_ 011 /SSS ° 30 '- 71 " r' O/JD Ft. 0/0, P' .A&l REVISIONS _ - PROJECTANDLOCATION. ��PEC ARO BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. IJ t5/a Il �, PROJECT AND LOCATION* �/ µ �• M� ., SSLC OWNER, DEVELOPER, AND CONTRACTOR - �•`�"-�� - GEaI@P+OL REVI S�CP1 /1N0 NEW SN 'T __ veq ooy �,• sreLco RESTORATION AND wAreaPaooFw2. TECHNOLOGY CORP GUSMAR REALTY CORP. - SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR + n sxe�co ma smaeway.s ue nls•mew York,New York ioaol -Tel:zlzssa saouros•Fax.zizses ses /VsuED To D.O.g ., hoR -F/L/NG - a 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE ION 2, L OOD II, A TWO STORY VICTORIAN COTTAGE * PP 3 `� - 3D -02 - lSS[1EY„7 1"�uf'� C6NS'TR.CA--c:WI'+r,7P,� _ SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NO. 21 ac- � LONG ISLAND CITY, NEW YORK - EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 ,t.•" 1- ZIP 11101 w� '�"" Second Floor Plan, and Miscellaneous Notes DATE: 9