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HomeMy WebLinkAbout28836-Z FORM ISO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30267 Date_ 06/28/01 THIS CERTIFIES that the building NEW DWELLING Location of Property: 900 SHIPYARD LA EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 7 Lot 10.8 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_ 28836-Z dated OCTOBER 16, 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 REAR DECK AND ATTACHED TV70 CAP, CARAGE PS APPLIED FOR_ The certificate is issued to GUSYLAR NEATLY CORP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0147 06/18/04 ELECTRICAL CERTIFICATE NO. 3921 04/13/04 PLUMBERS CERTIFICATION DATED 04/07/04 BRIAN BLAnTT A rized Sig ture 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. 28836 Z Date OCTOBER 16, 2002 Permission is hereby granted to : REALTY CORP GUSMAR LONG ISLAND CITY,NY 11101 for : CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH AN ATTATCHED 2 CAR GARAGE AND REAR DECK AS APPLIED FOR at premises located at 900 SHIPYARD LA EAST MARION County Tax Map No. 473889 Section 038 Block 0007 Lot No. 010 . 008 pursuant to application dated OCTOBER 15 ,E 2002 and approved by the Building Inspector to expire on APRIL 16, 2004 . Fee $ 1, 794 . 60 1 i Auth r ' e'd s ' nature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD ` --(j BUILDING DEPARTMENT 'I'O WN HALL ` ', - 765-1502 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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). r-3- Approval of electrical installation from Board of Fire Underwriters. r'4. Sworn statement from plumber certifying that the solder used in system contains less than 2%l0 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) tion-conforming uses,or buildings and"pre-existing"land uses: L 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 LA-. Certificate of Occupancy-New dwelling$25.00, Additions to dwelline$25.00, Alterations to dwelling$25-00, Swimming pool$25.00,Accessory building$25.00,.additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancv on Pre-existing Building- $100.00 r- 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property:_ 900 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 10.8 Subdivision Slat dt Estates Filed Map. 4-1 399 Lot: ZZ Permit No. 28836-2 DateofPermit. 10/16/02 Applicant: Gusmar Realty Corp. Health Dept. Approval: - R10-02-0147 Underwriters Approval: 2-1 Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: 5 25.00 Applicant Sigrat re D a� Gyp - N Town Hall. 5309 Main Road Fax(6311765-9?02 P.O. Box 1179 �y �� Telephone(631)-6=-1802 SuuthMd, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Cl / Date: Building Permit No. E Owner: t,L R EA t;l + CcR P (Please print) -- � — -Yhlmber: i�i�l+j D11, j ( :D - (Please print) 'C I certify that the solder used in the water supply system contains less than 2 l(i of Iwo lead. �r :: �% L.• %ice ^� (Plumbers SiLmature) / l Sworn to before me this i day of rn, ,j` Notary Public, iki County Paula D.Nocella FJatar;Public,S72ta of N,,,v Yolk EJo.'I., Ccmms�bn Z:4h-a IIf27L:7f1L Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street•Center Moriches,New York 11934 •TeL-631-879-3500 • Far 631-978-3764 Application_ 3921 Date: 4/13/04 Issued to: Gusmar Realty Corp_ Address:. Lot 22 Old Shipyard Lane Village: E_Madon Introduced By Alumination Electric U0. 31011-W was examined and approved up to the abo-a date and was in compliance with the NEC mco 1stFloorl7 tbsideNiall] Pod Det Garage Basarat!] 2nd floor Camemal FbtTlb Pdoon Switches Receptacles Fixtures G.F.I. Microwave Whiripcoi 43 40 29 4 1 Fans Dishwasher WasherlAmps Dryer/Amps Oven Carbon RangelAmps Monoxide 1 1 1 1 1 Furnace Oil Gas Heaf Zanas Smoke Bell Detectors Transformers i yes 1 5 1 Meter Amps Phase Motors 1 1209A Uq 1 1 Other F¢ulpment- t-Zone AG 1 it Out,Res This certificate must not be altered in any manner STATE OF NEW YORK ) OUEEtis ) ss: COUNTY OF &HreEK—) Stephen L. Cohan being.duly sworn, deposes and.says: That deponent Is over the age of 18 years and resides at That on the 2411day of lune , 2002 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 Bullding Code (9 NYCRR);:said plans pertain to property located at SCTM# 1000- 038-C7-10.8 street address Archlt&ct/Englneer �pE®�aq Swom to-before me this v s, ` 24 day of June ' 200t 4l A. or Q . -- s _ , No ary Public @R 9� ` DONNA M. NEUBAUER Ngo NOTARY PUBLIC, State of New York No,41-4796600 cc: Applicant Qualified in Queens County Term Expires September 30, 20 d 'r 2 I _ bOQ 6 _ - )®, 8 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET goo VILLAGE DIST, SUB. LOT -7- 7, p phi UQYc� L.a Pccs� r`r�. Z C m � -71 ACR. REMARKS r ll 1 TYPE OF BLD. �{ YYIQY Q I CrPROP.'CLASS LAND IMP. TOTAL DATE ^ o oD U?-� let 12-00 e72, I FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED.- 6 APPLICANT: i�� a ' sg`�n Lsae�. DATE SUBNIITTED: io/,s /. SCTM#DISTRICT: 1 000, SECTION: _ BLOCK: T- , LOT: 10•x) STREET .ADDRF,SS:';�;e, CPTY: '01�s-r6{f' �4_;' SUBDI<'ISION: PROJECT DESCRIPTION I E ;3_,t At 9 ESTMIATED PROJECT COST: c3'r_ CI "ENGINEER: (S+lnro FAST TRACK? SINGLE & SEPARATE CERTIFICATION-REQUIRED? l) NOTES: -- LOTS LATS 40,000SF-100-24.Lot recognition.(CREA f ED before lune 30,19931,UNDE@SLED LOTS FROM JAX1997 100-25.Mcmer.1 A ncnennforming at any time after ZONING DISTRICT: ,-aa CONFORMING? !q REQ_ LOT SIZE: �; �' Q �,: ACT. LOT SIZE: 36,�5� REQ. LOT COV. �� � ACT. LOT COV. REQ_ FRONT 40 PROP. FRONT Als REQ SmE__y5 A%T- SDE 57f'7Z REQ. REAR } PROP_ REAR 0T REQ. HEIGHT PROP. HEIGHT WATER FRONT? 1Yo DESCRIPTION: ------- PANEL 4: l FLOOD ZONE:, APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: fi2orNO, (BED#):4 DTE: l I�l Li PERMTI #R10�Z�i,� , TOWN SEPTIC RECEIP' Y r N ° NEW YORK STATE DEC Lt>rnPC 911/75 YES 0<03 SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVAL: YES 0 TOWN HISTORICAL PRE (SPLIA): YES or - NYS ENERG YE R NO EGRESS (1811�i 4 sq total) VENT(SQ.FT. x 4%) LIG (SQ.FT.x 8%) BUILDING PERMITS OPEN/EXPIRED: BP /C/0 Z- HAVE PRE CO'S : Y OR N BP -Z/C/0 - NOTES: �.. FEE STRUCTURE: FOUNDATION: 2-16 g SF FIRST FLOOR: 'M V SF SECOND FLOOR: SF OTHER: SF INIT OTHER3 .� � TOTAL: SF / � FEE FEES' FEE, _ ` 1. SF)= SFX$'c p=$ +$ A +$ 1 =$ - t ! 2. ( SF)- _SF)= SF X Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT 102 Receipt#: 0 s): Subtotal 1 Septic Permit-Construct-Resid. $10.00 Total Paid: $10.00 1 �10.00 Geraghty, Donna 22655 Soundview Ave. Southold, NY 11971 ID: BONNIED Intemal ID:61693 M-1802 BUILDING DEPT. NSPECTI®N [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ARKS:QA DATE Z)- INSP O '65.1802 BUILDING DEPT. INSPECTION [ ] F DATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP CE CHIMNEY RE Al 0 DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTTRGH [ ];IREPLACE DATION IST [ PLBG. [ ] DATION 2ND [ ING [ ] FINAL [ & CHIMNEY iG Ole-if REM KS: • t� .� S DATE 3- INSPECTO V 765-1802 BUILDING DEPT. INSPECTIQN [ ] FOUNDATION IST [ ROUGH PLBG. f1 4 [ ] FOUNDATION 2ND [ ] INSULATION /FRAMING [ ] FINAL 44[ FIREPLACE A CHIMNEY ,yg D�G REMARKS: ( f tw 4. -,22- m a? 16 J5 ah DATE SPE r A / 765-1802 BUILDING DEPT. INSPECTI®Id [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING [ ] FINAL [ ] FIREPL E 8 C NEY REMARKS: DATE SPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING [ FINAL [ ] FIREPLACEHI NEY [ ] FIRE SAFETY INSPECTION REMARKS: Ir DATE INSPECTO � 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING � FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 DATE /4,�Z� a Z, INSPEC /� Pill IMPATM Oi . i i I i In IRIP >► i �� FOUNDAIION(2ND) �1 PLLTM 13I �� NAM i Z/_/LL l/a'Wag te t✓i .< �'. WAI INSULATION PER N.Y. STATE ENERGY CODE _ -MA0 'ice i • TOWN OF SOUTHOLD BUILDING PERI IT APPLICATION CHECKLIST BUILDING DEPAP,r.N'IENT Do you have or need the fullowiag,before applying? TO-X N HALL Board of Health SOL THOLD,NY 11971 3 sets of Building Plans TEL_ (631) 765-1802 Planning Board approval FAX: (631) 765-9502 b Survey PERMIT NO. Check Septic Form /1/0 N.Y.S.D.E.C. Examined ,20 Contact: Approvad /e f� 20 Mail to: Disapproved a c L / Phone: Expiration tlding h4pector j APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a.This application MUST be completely filled in b3 typewriter or in ink and submitted to the Building Inspector with 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 commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector mayjauthorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. -APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterationsi or for removal or demolition as herein described-The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on pretruses and in building for uecessaty inspections. N/ __(Signature of applicant or name,if a co' ati til 224C� SoswDirtf1D 121)0- 57-cifits-6 M•Y ( failing address of applicant) State whether applicant is owner, lessee agent architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If app -cant is a co or si ature ofd .authorized officer k__> _ I?t2ES-- ( arae and title of corporate officer) Builders License No- Plumbers License No- Electricians License No. Other 1'rade's License No. L Location of land on which proposed Nvork will be done: P4 i Rfl House Number Street Harslet County Tax Map No. 1000 Section Block dZ -7 Lot 14, Subdivision Filed Map No. Lot*2 (Name) �' 2_ State existing use and occupancy of premises =4 intended use and occupancy of proposed c-gua¢uction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable)_New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Zld?) Fee (To be paid on filing this application) 5. If dwellingnumber of dwelling units / Number of dwelling units on each floor J If garage, number of cars 9 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use_ -14 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. Sizeoflot: Front (SU_Oo Rear (!5-0 .Oc7 Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated llcy,y 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 14. Names of Owner of premises zWC 4f-. Addres zl . 4�Ll / Phone Na 7/6 � ��✓ Name of Architect SLC Address y y - v i"// Phone No 2/� � �A�Y�r Name of Contractor Addiess-�z�`� .7�z,llol Phone No.7/ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland' *YES NO x IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BEUIRED. b_ Is this property within 300 feet of a tidal wetland? *YES NO__,� * IF YES, D.E.C. PERMITS MAY BE REQUIRED_ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines- IT ines.IT If elevation aV_ point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) atJAJA C-A&c=eay being duly sworn, deposes and says that(s)he is the applicant (Nalae of individual signing contract) above named (S)He is the (Contracto , Agent rporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said Nvork 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. -�Swq�-n�before me thi oZ d of 20Q� r N tary Public Signature of Applicant M.NOTARY PUBUL C S attee of New York No.01B06020932 Qualified in Suffolk Coun Term Expires March B, 2Q6 NOTE Young & YoungAh i� N 400 0stran.der Aveave., Riverhead, Nein York 11901 AREA = 30,000 Sq. FT. 631-727--2303 • SUBDIVISION MAP "SUMMIT ESTATES, SECTION 2" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, Alden W. Young, P.E. & L.S. (1908-1994) 8a., Howard IV. Young, Land S-u.rueyor 2002 AS FILE NO.I 10768. h E' ° Tii.oTn.as C. WoZpE rt, Profcsa��.oreuC EngNneer \� \` • VERTICAL DATUM = N.C.V. DATUM (M.S.L. 1929) Robert C. Tast, Architect W E P :'iFfY7LKC:()plN7V },ir-,n, 1M P "+i' 'g 5-ALTl1sERVICEs HEALTH DEPARTMENT USE , Q 1°E1RIi?ilT1 D14AF'Tr'40VALs"Ih'< xr aea€ SINGLIT f,"APlhI Vd f{�.,StE11rRNC C?RI11Y F, N \ ' f)AfP3 ?w1�b {�� C�"S1'IE �. IArJ® e �LL � t �`ga S PBCq"I$0'VE F1e1r1Y1,<liM'kl.l, ^�,( �1" ytN J g �. 4 v EXPIRES'C'[IIZ illi YEAKS FROM'DATE OF APPROVAL, X L� ti _:q 5 y o , ti��\ SURVEYORS CERTIFICATION rN od vey 1�l 6' ` s \'' • WE HEREBY CERTIFY TO GLJ5 MAR REALTY CORP. & - r�J y1�0 c`oo ��� `��P \ MASPETH FEDERAL- SAVINGS & LOAN S" d �i�\ ASSOCIATION THAT THIS SURVEY WAS PREPARED IN aF` ITMY M ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF - \ (c �� \\ PROFESSIONAL LAND SURVEYORS. o ug C)� ryo v T GF nCF \\ A i, Lot 22 a'y'e 's VrP�POp°`' p /p, HOWARD W. YOUNG, N.Y.S. L.S. N0. 45893 45BP9,���J`vxo � �. SF�LANGSv Orifi �6'. 2H a. . o q 1 s SURVEY FOR ti GU SM AR REALTY. ,'CCORP . R:g �,o� 5\°n �eC, LOT 22 "SUMMIT ESTATES, S�'iTI.`ON og s rH a At East Marion, Town o1 $euthiold _� �o,e lop Suffolk County, New � k e Azoz / G r C' County Tax Map —D!sLMLI 1000 sec o1 35=; -wok C 10.8 sE s 5 __ E sr '�; �O J BUILDING PRMIT 3U8Vr, EY� or s; o o NS 07 o ' oC, € r,0� \ MAP PREPARED JULY 1, 2002 SCALE 1" = 50' �� Q MONUMFNI .[T MONUMENT rOUNG = 51ARC SLI A- S1A(E FOUND JOB NO. 7002-0788 z $� DWG. 2002_0288_bp '� 51v 9 �1 NOTE Young & Young r`,IE5'a 400 Ostrander Avenue,. Riverhead, New York 11$01 I� JAN AREA = 30,000 SQ. FT. 631-727-23173 1�s .' • P "CI I�1L.4IT FCTCTFC CF!`TIlMI v FII m IM - . .. .. ; Sl!BN\nclnnl wee Alden W. rovnp. P.0 6t 1..J'. 118118 1889/ b p. THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, Howard W. Young Land Sarue�Jor rt= r N I ,1 - i" \ 2002 AS FILE N0. '1076 B, L Tha�n.as C. Walpert, Prafessfana.t F.nglneer H- j Robert C. Tast, Archa.l.ect f= S , W E J �0 N \O� e° 00 �� \ , �\ SURVEYORS CERTIFICATION �;�y `L o �O\ J,pa O'leyil 6'.\ \ � • WE HEREBY CERTIFY TO GU9MAR REALTY CORP. Gj fro JCCo� MAS PETH FEDERAL SAVINGS & LOAN 1,9`6 ASSOCIATION THAT THIS SURVEY WAS PREPARED IN c53 ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS `` �, \ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF `, \ PROFESSIONAL LAND SURVEYORS. u 4V, <1 N6).r o 0. � \ ^' CO00 V' •� ae EF m Lot 22 e•.`F �o ny,1 •'v' \ , - - ^' / '" O L.S. � HOWARD W. YOUNG, N.. S. N . 45893n O' ur ms 177 2 00 \ ,\ t�s 45893�, oz PP \ , s. , " LO \ CANDSV�/J ° o� O� ys, -; It- \ SURVEY FOR GUSMAR REALTY CORP . �oM oti, LOT 22 SUMMIT ESTATES, SECTION 2 �ar`�' L a� = a� 0 At East Marion, Town of Southold , S� `SQ ry g5 oa` e5 1E o ti c3 do La^ Suffolk County, New York a=Q; �o� O• 5h try `JD County Tax MOP D tnmt 1000 s.tw 35 81.�w 08 Lot 10.8 FOUNDATION LOCATION SURVEY J N \ FOUNDATION LOCATION JAN. 6, 2DD2 2003 NOV. 7, o P AMENDED PROPOSED HOUSE @a �O7 \ MAP PREPARED JULY 1, 2002 SCALE 1" = 50' - F� �IBg" I' MONUMLNI SLI MONOMENI FOUND Q - S1AHL SET A= STAKE fDJN� , JOB NO. 2aD2-ales F�• [7- DWG, 2002-0288_foundation Joc 9 z y°x NOTE Young & Young N 400 Ostrcfndcr Avenue, Riverhead, Ne•v YorM 11901 s9�F 'AREA = 30,000SQ. FT. 631- 727-2303- • 5UBDIVISION MAP "SUMMIT ESTATES, SECTION T FILED IN qgy iAlden W. Young, P.B. & L.S. (1908-1994) THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21, "�, Howard W. Yova'Sq Land. Surueyor 2002 AS FILE N0. 10766. Thomas C. Wolyert, Profea�,tioryp( ��,yn.eev-� x�E� 'R04ert C. Tast Arck4iFel z� s WE a 0 '2, 014 € 0290 S \ 40n L ti� o �N,- , \ \ SURVEYOR'S CERTIFICATION ay=W �o \a o p o`o\ \ �l ;5\O� �0G rLO 1�I `� �\ ,• WE HEREBY CERTIFY TO GIdSMAR REALTY CORP., Rh a1\ 5. \ `, !O\ LAWYERS TITLE INSURANCE COMPANY & a€tri" Jb P' v USS Fa � \ �\ �\ MASPETH FEDERAL SAVINGS & LOAN ASSOC. E'K. y� * k�vr THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE �\'� a ��'���� �\ CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY—TH W ^r•- s' YORK STATE ASSOCIATION OF PROFESSIONAL L v'.'�ww�rw Y o _ f� 3 o• es •P 0.1•' \ ! 1 (, � yik,'.. M,vPo 0�e �6 oar D° a �aO0 \\� \ HOWARD W YOUNG, N.Y S. L.S, NO. 45893 a 3 Fsr o` �9 s Lot 22 c Yp 12 as LANUSv`' ` r,• SURVEY FOR a 0 6 s a FGUSMAR REALTY CORP . =6N� LOT 22 "SUMMIT ESTATES, SECTION 2" L ti� 0 At East Marion, Town of Southold Wii Suffolk County, New York W;g S4 O �s°s tioha� o6NA\ eS• County Tax Nap D,nci 1000 Section 38 OwOX 0% wi 10.8 33r s4 �0 moo. \. c:) L U io E Y Poi �S O h o Ps % \ FINAL SURVEY - MAR. 26, 20D4 W S \ ADDED CERTIFICATIONS MAR. 25, 2003 0 `\ FOUNDATION LOCATION JAN. 6, 2003 €.�6 MAPPREPARED P7 AMErJDED POSED HOUSE JULY 1, 2002 r�r ` SCALE 1° = 50' FS EI= MONUMENT sT ■ = MONUMENI FOUND A = S1AKE SET ♦= STAKE FOUND JOB NO. 2002-0288 r F DWG. 2002_0288_(inal €5, s'' ' *COnnPLy wI'n-c ALL- AA%c A(-.Ib -TOW" coD65rk SECTION 1_ 00 -GENERAL �ONDITIOIVS OF TH PRn_iFr� 7The specific OWNER, DEVELOPER, AND CONTRACTOR: . p Trade or Subcontractor shall furnish and install all materials, GUSMAR REALTY CORP. labor, and equipment as indicated in these documents unless otherwise indicated or O�C�d 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 13-77 37TH AVENUE Oy OR local Village or Town Building Code, Articles and Regulations of all other agencies usage. All materials, labor, etc., shall be supplied to fulfill the USE IS (JNLAWFUE having jurisdiction. of this project as required to complete the same whether s intent and requirements LONG ISLAND CITY, NEW YORK WITHOUT CERTIFIC p specifically indicated or note. 2 ' SU ECnaNrA7Es, 2. Precautions: All work to be erformed in a safe and orderly fashion or manner.. 8. The individual Trade(s) and/or the specific Subcontractors shall be total) ZIP 11101 - 2 �E HOLE DATA Contractor/Subcontractor shall conform to at least the following: sole/ , full and unequivocally ( } Y' p ) a�OCCUPANCY-- Y Y q call responsible for Y p the entire project, and all project safety, °"" a. Provide and install all prudent, as well as mandato site and public supervision, coordination, phasing, etc. mandatory, p g any and all related requirements whether �. PROJECT AND LOCATION: NO.3 NO. z protection throughout the course of the work, from excavation through and including specifically indicated or not. The Subcontractor shall also bear the responsibility p nsibility eL=14•0. 0.0, 0.5 thereof and shall be so held responsible for any assumptions made and s SUMMIT ESTATES ///;.i TppsgG TOPSOIL 05 owner occupancy. fullest eaten p hall, to the / � LOAM b. Maintain existing means of egress for occupants of the buildingto b t of Law, Save Harmless t ° 1� 200 RESIDENTIAL DEVELOPMENT 0�� Y e he Contractor, the Consultant, the .Managing L°AM 40 2.0! maintained clear and free of all obstructions such as lumber, debris, cleaning Agency and all duly appointed representatives officiates, partners, partners of SECTION 2 LOTS 11 THROUGH 23 �°� partners employees, or other vested attics to the Tulle p supplies cleaning chemicals buildingmaterials, contractors tools, temporaryp fullest extent as allowed by Law EAST MARION, NEW YORK 11939 salvo partitions, etc. �"�'- salvo �' against any and all claims, real or unreal. nE IN GRAVEL c. Maintain or store building materials or equipment which are subject to 9• The method of presentation of these drawings is graphic illustration and is ,. • Q7 R_•Wa0' L.62.83' . ELs14.0 ,a.o• means to illustrate, not duplicate, the existing and proposed conditions. Do not LOCATION MAP o 53745'52'E 103.50' combustion or obnoxious odor are to be stored in a locked and adequately ventilated scale SCALE: 1'-600' Q 537'(16'12•E s.etr SAND & area. Access to the area to be controlled by the Contractor or Subcontractor. these documents. GRAVEL d. Keep all materials, chemicals, and/or equipment is to be stored in an specific Trade and/or Subcontractors a 10. The s shall provide all necessary temporary --------------------------- __ ,�.o• t7.o• orderly fashion. weather protection, support, bracing, shoring, etc., for not onlythe access � - ---__sH�P PROVIDE SMOKE-DETECTING (V s-91------ -- _ e. Assure that all flammable or combustible materials to be kept tightlyarea, but also to/for both the new (proposed) to the work YARD (p p ed construction 0 150,x• LADE AIARM DEVICES astS.00•---------- ' work as required far the .�_ AS TO PART. 721.1 EL-15.0 0.0' sealed in their respective manufacturers containers. Such materials are to be kept TOPSOIL p p protection of the public, both the future occupants and the non occupants, and W s0. 2f . 2 � o N.Y,S gU1lDING COD£. pp NCT PROCEED M o.5 away from heAssu eat and i t at adequately ventilated area. property, at this building and at the remaining properties. z N z.o h all flammable materials used are stored in an adequately 11. All work shall be governed by the most stringent requirements, including the Z 3 23 3 FRAMING UNTIL S RV ventilated space. Provide temporary fresh air as required. Provide Building - EY q e fire/odor protection. Code and Energy Code of the State of New York, Town, Village, and where Q z h 30.000.r' .ter 150001 OF FOUNDATION LO , ° Provide at least one fire extinguisher per float level. applicable OSHA Environmental Protection Agency, a� N3Tp6 3:8W:' tt ... 1 .otr a St NOTE: SURVEY AND SITE ate Labor Laws etc. and shall 2 _ z 5 g. Assure that all electrical power is to be shut off where there are exposed be so adhered to by the .Contractor as if it were so called for or indicated in the �. New ylarkrs merty ' Q o o " ,2-� s , 12E 56.00 HAS BEEN APPROVED.f PLAN INFORMATION TAKEN ED, tote pu6tic Z N37•o6•, W conduits, open panels, etc. and that all temporary electrical document. J _� N p Y ical oweir in t 1 Works v �P. p he _ f9 3�2o r m FROM YOUNG & YOUNG cw�t•o.a SAND dr ,5.c work/cleaning area is to be shut off after working hours. 12. The Subcontractor shall verify all existing y sting site conditions affecting the work or --�-----� Q -� LANDSCAPE ARCHITECTS •cRav�L. h. Contractor/Subcontractor shall at all times ensure that there is no not construction including electrical, 41.342*1 N' ~' �� ural , gas, plumbing, � � m "�N42'3692•W �� TED � mbi 3 v AD, NY DA 99 p ng sanitary, utility components and/or ( �� 13421{3E o N'3°9 La g4' 4250, p RIVERHE 17XV gas leakage in the building, or any flammable gas to be used during construction. services or construction as required to best perform and complete the .._ ,22 s °.o MARCH 001 q s . �, ahs +E �______N -v 1 2 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 �o ' •rfOI4 Lot 10 _ ���-_2m 18 "3°9' S•12.36'72E 3 3 and fire access or egress before, during and after construction period. accepted work practice with the work area. 4 "Summit o Mn , p°aSuNolk Count Fn.lq..On _' 33.400 e.1. y°w •�h y V'dRITERS CERTIFICATE TYPICAL PLOT PIAN Estot.a, UNDER j. All obnoxious and other similar odor causing 13. All required Site Surveys or Site Plan Preparation,» Y No. 9426 All W 3 '� and building location, shall Pen s n '°.°°°�,. o ? 1J.� D7 s r " RI±QUIRED,' . g products are o be q folk Pece Porcel 'A' �.`� s`; o �e 72506, "g 3p95ar. a performed only in accord with EPA Certified Contractor Licensed Personnel, if be executed by a licensed State of New York Professional Engineer, as Suffolk Count tom' Section ,. i• _ `' �� 5p?"W a2'ym$. m , g authorized for Y File No _ a=»o: o,taun.+„c required, as performed in accord with the manufacturers preprinted brochures or p y the Contractor for filing with the local authorities. The Contractor shall 9426 y, 1sr.2o' d / SV_M_M►ir L yb' iP j�L=35.5 AP R VEDAS NOTED performance b g �� mss}, instructions for use. and pay for all costs/fees related to this requirement. A �__N35 45'� �,Zt,32 off° s s���. to rc ?/ $�aG� � 3. Stipulations: All work shall be performed in a logical and prudent manner so 14. All required Subcontractor ors ecific Trade n !2 3 S 2tflST R_770 32f ��ti S� ?) +,� �.,•k �;. �� ^ DA B,p>! p requests shall be submitted to or - =ry 30,0oo,.t. N"� 282'L�4.05 � N HOUSE HOUSE as not to disturb adjacent or nearby properties or dwellings. Comply and conform to routed to the General Contractor, and not, repeat, not to t r S f3 S N �� at least the following: p he Consultant. The FEE II 6� Subcontractor, Fabricator, and/or Supplier shall not make or have an 3�.»,�,. 3 14 � � �s � .�° _. •- g; y contact ii NOTIFY BUILDING D ARTMENT AT 2a� 3e6 3 15 ��5 N Na 0 a. Assure that the overall integrity of the building whatsoever with the "3 j44'z2-w 2,0.61• N 4 m 765.1$102 9 AM TO 4 PM FOR THE �" N 9 Y g structure and ;all of its Consultant prospective Buyer, or other not specifically appointed now Y 0•or fTM formerly outs I f 30.00°s.r. 3 oy rn to e Lorr H c o FOLL'60NG INSPECTIONS: �� •""d"0 1" systems is to be fully protected at all times and must not be disturbed at any time by representative(s). All inquiries shall be routed through the General Contractor. Alison C. Bouts i now ,.r ( 665.216.5Y h s m w o'u Kevin Rc+o°rrnerly 24 N ��� 9. FOUNDATION - TWO REQUIRED O �e? _ 4.00. any Trade not scheduled to work on the component. Report any disiturbance 15. The specific Trade or Subcontractor shall make no change to the intended and rt McElroy no N34gZ3•21' u h Et UL-10 16 f ' w °r fOrrnerl 2 w 2,421 W' y �nN FOR POURED CONCRETE '°°� immediately to the Contractor and take steps immediately to terminate or limit the approved scope of the project as indicated on this orb these do Th re G• y 1 y `�_- 2. ROUGHi-FRAMING & PLUMBING _._•...._____- Mater LA Y documents unless Y Mill, ° - Roao disturbance to the s ecific s stem or com onent. specifically recommended by the Consultant and/or approved through the stipulated �� ,� n I now C: C °r fo 3. !NSU TION :, I p y p s y ° Ott° ��ei - process f ' & ✓unesChO�ste,R �-�_FINA CONSTRUCTION MUST b. Maintain all debris, dirt and dust to a minimum and confine the same to or revisions to the(se) document(s) and/or mandated by the Building o= Sch4nStein/ 1r B MPLETE FOR C.O. g Department in writing. An the immediate building work area. Do not allow debris or dirt/dust to travel to the g. y such unauthorized change shall be subject to immediate ALL C RUCTION SHALL MEET PROVIDE 3/ HR. FIRE adjacent site. correction by the specific Trade or Subcontractor with additional charge to the specific Application filed for THE RI QUIREMENTS OF THE N.Y. RATED SEPARATION C. Assure that all debris, dirt and dust and toilet facilities Trade or Subcontractor, if s STATE CONSTRUCTION & ENERGY ON TO ilities are to be cleaned o instructed by the Consultant/Contractor and/or deemed work at this lot onl CODES!. NOT RESPONSIBLE FOR PART. 717.3 f up and geared from the building site periodically to avoid excessive accumulation, necessary to satisfy the Building Department Requirements. DESIGNI OR CONSTRUCTION ERRORS N.Y. STATE BUILDING CODE. related hazards, and unsanitary conditions. 16, All specific Trade or Subcontractor work shall be required to E. q 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 PROVIDE UrENING3 FURvocal 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 revio EMERGENCY ESCAPE AS Subcontractor work. p us Trade or REQUIRED BY PA714 OF when such noise is determined abnormal by the Town or Governing Authority. Once RT. PROJECT AND LOCATION: SUMMIT ESTATES -MASTER PLANS FOR N.Y. STATE BUILDING CODE. 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 . given or until the abnormal scheduling has been agreed to. tests and work permits in accordance with the local authorities and/or the prevailing THE IMPERIAL It, A ONE STORY CONTEMPORARY RANCH PROJECT AND LOCATION: f. All construction work shall be performed in limited sections orr areas. Department of Buildings, or as required, including, but not necessarilyp ing SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 SUMMIT ESTATES - MASTER PLANS FOR limited to THE IMPERIAL II A ONE STORY CONTEMPORARY RANCH Subcontractor shall have available temporary emergency jacks or shoringin tthe vent General Work Permits septic 1 p percolation tests, radon, Fire Department EAST MARION, NEW YORK 11939 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 Y, prudent,that it is deemed necessar or if in the event a non scheduled or non Inspections/Certifications, Building Department Inspections/Certifications/Sin 0 PROJECT AND LOCATION: EAST MARION, NEW YORK 11939 predictable incident should occur. etc. g ffs g. The Project Foreman and Subcontractor for the project shall continually 18 SUMMIT ESTATES -MASTER PLANS FOR • All electrical, mechanical, plumbing, and/or underground sprinkler work is to be monitor the installation of the building components and building structure, including filed under separate application or amendment to this application. THE CAPE MAY II, A ONE AND ONE HALF STORY Dwg. No- escri tion g p pp Any required or steel beams concrete slabs and masonry, car authorized electrical mechanical plumbing, or underground sprinkling work shall be G-1 Title Sheet, Ke /Work Area Plan List of Documents, General ^onditions throughout the construction and installation rocessy should any unwarranted performed by the specific work or trade Contractor associated w NEW ENGLAND CAPE , SECTION 2, LOT NOS. 16 & 23 of the Project, and General Contract Notes p Y p p g with the EAST MARION, NEW YORK 11939 G-2 General�Contract Notes Continued, Definitions and Standards, and movement, displacement, deterioration, and/or settlement be Project. building of this Project Administration, Special and Supplemental Conditions 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 re PROJECT AND LOCATION: RS-1 Project Reference Standard Details repair, or any other emergency work requirements and notify the building the Contractor of the obligation'to install them as shown Neve SUMMIT ESTATES -MASTER PLANS FOR EN-1 Energy Compliance Requirements and Details g Y q g own on the drawings. All work to management. be performed g • THE TARA II, A TWO STORY CLASSIC COLONIAL PS-1 Building Department Notes, and Project Specifications, Sheet No. 1 p formed must conform to all Local, State, and Federal Codes and Standards, SECTION 2, LOT NOS. 14 & 1$ PS-2 Project Specifications Continued, Sheet No. 2 including applicable li SECTION SF1 d N cable ADA and Barrier Free Regulations in effect at the time of EAST MARION, NEW YORK 11939 PE-1 Building Elevations and Schedules RA �01�ITRA T NOTES: construction. PP-1 Foundation Plan, Notes and Schedules 20. All work to be fabricated after framing construction must be verified for size and 1. The Contractor's Consulting Architect and/or Engineer have not been rretained condition in the field by the Subcontractor prior to fabrication. PP-1 ALT. Alternate Foundation Plan, Notes and Schedules g 9 PROJECT AND LOCATION: for supervision of this or any future related project as part of the current Agreement. 21• All Subcontractors are responsible for existing site PP-2 First Floor (Plan, Schedules and Miscellaneous Notes Subcontractors are res g conditions. All SUMMIT ESTATES - MASTER PLANS FOR However, if authorized and duly compensated, the Consulting Architect and/or responsible for legal disposal of all construction debris re THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE Engineer will perform routine and periodic reviews of the work and report the fiindings from th6ir operations, which shall be removed from t remaining he site on a continual basis as SECTION 2, LOT NO. 21 to the Contractor and/or prevailing Building Department. the work progresses at his or her expense. This is part of the Contract for the work. EAST MARION, NEW YORK 11939 PROVIDE ANTI-SCALD AND/OR 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 PLUMBER CEMIFICAITION 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 THERMAL SHOCK PREVENTING p g PROJECT AND LOCATION: Contract Work Scope. Report all relevant and significant structural integrity p Ql1l LEAD? CONTENTBEFORIE' DEVICES AS TO PART. 902.6(x) gnificant deviations or concditions, grity of the building or component. The Contractor performing the cutting SUMMIT ESTATES -MASTER PLANS FOR OF OCCUPANCY N.Y. STATE BUILDING CODE. which may affect the outcome of the work scope to the Contractor in writing, shall provide an temporary supports,Kprior to p Y p y pports, bracing, and other safeguards necessary to THE DEVONSHIRE, A TWO STORY CLASSIC VICTORIAN performing the work. insure the safety of the other workers. The Contractor who has performed SECTION 2, LOT NOS. 13 & 19 iOLDER USED IN WAITER 3. Where required by field conditions or the work scope, cut and trim all prcoposed shall remove all debris resulting from such operations. Patch" or cthe cutting EAST MARION, NEW YORK 11939 ` L-ySYSTEM CANNOT openings an cut component(s) p Patching and/or completion of If capper tubing is used gs to receive or suite the indicated or required proposed condition. Shore as Y shall be the responsibility of the Subcontractor that made the -ED 2110 of 1%L.EAD. for water distributing required. original cuts in the work. PROJECT AND LOCATION: system; piping shall be 4. The entire site shall be maintained in a weather tight and theft tight cor'ndition SECTION SF102 - DEFINITin AND STANDARD, SUMMIT ESTATES -MASTER PLANS FOR PLUMBING of types K or L only during the construction and finishing of the building. It shall be the responsibility/ of the THE FARMINGTON II, A TWO STORY CLASSIC.l"ARI�13£�L��E g' specific Trade or Subcontractor to maintain this condition before, during ancd after ALL PLUMING WASTE 'N, UNDERWRITERS CERTIFICATE g A RELATED DOCUMENTS: ECTION 2, LOT NOS. 15 &20 & WATER LINES NEED REQUIRED normal construction hours. The specific Trade or Subcontractor shall adjLust his :AST MARION;`NEW YC RK 11939 TESTING BEFORE COVERING insurance coverage to include the value of the intended scope of work and too name 1 the Contractor, and if applicable, the Owner's Consultants and all dui a Drawings and general provisions of Contract, including General and y ppoointed Supplementary Conditions and other related Specification sections, apply to work of representative(s) as an additional insureds}. this section. 5. The Subcontractor and any/all Fabricators, Suppliers, or Laborers shall maintain all required access to the project, adjacent properties, etc., including att least, B. DESCRIPTION OF REQUIREMENTS: but not necessarily limited to fire and emergency access or as required ed b the, Local Authority having jurisdiction. 1. General: This section specifies - 6. The specific Trade or Subcontractor shall leave the premises at the tilime of p procedural and administrative completion in broom clean conditions as accepted by the Contractor or his a cointed requirements for compliance with Governing Regulations and Codes and Standards pp include imposed upon the Work. These requirements representative. q obtaining permits, licenses, inspections, releases and similar documentation, as well as paments, statements and similar requirements associated with Regulations, Codes and Standards. _ REVISIONS _.. ... ___.._._.. _.__._. _.--..._...__............ . ........_ ----r---- PROJECT AND LOCATION: ts i BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DEVELOPER AND CONTRACTOR: PROJECT AND LOCATION: e �' WG.No. f o SD d �Q .� �� STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. OWNER, _a .. :' .� -! Q"'fib 0 I ' � Ap ` I"" - SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR Q 11 '► •� 1170 Broadway,suite 1115•New York,New York 10001 •Tel:212.683.9404/05-t=ax:z1 GUSMAR REALTY CORP. - 66 :._Ot�6PP ,..� F'......R. 1/lU...._._..__._............ ............ ...._. 2.6z�.y�8o STELCO RESIDENTIAL DEVELOPMENT THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH 13-77 37TH AVENUE =� LONG ISLAND CITY, NEW YORK 9`"`30p G ...... /.. ..+�'' .. -- ! t.�G. "�lOr�1. - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 I� .�:.�r EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 a� -i� ;ti ,r'!i`� Title Sheet, Ke IVVor ZIP 11101 -----�-- Key/Work Area Plan, List of Documents, General Conditions of the Project, and General Contract Notes DATE: 6 -g60Z - „9 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 permits, coordination, site safety, phasing, supervision, and all other items required 2. Such obligation(s) shall not be construed to negate, abridge, or ordinances and lawful orders issued by governing authorities, as well as those rules, contract documents, standards not referenced but recognized in the construction Such reduce any other right or obligation of indemnity which would otherwise and necessary to complete the Intent of the Project as described in the Contract conventions and agreements within the construction industry which effectively control Y p J industry as having direct applicability will be enforced for performance of the Work, exist as to any y party or person described in the Paragraph in any or all claims against the performance of the Work regardless of whether they are lawfully imposed by The decision as to whether an industry code or standard is applicable, or as to which governing authority or not. of several standards are applicable, is the sole responsibility of the Contractor and/or the Owner or the Consultant, or any of their agents or employees by any employees of 16. Not In Contract: The term or phrase Not In Contract shall mean, his supervising Architect and/or Engineer. the Contractor, any sub-Contractors, anyone directly or indirectly employed by any of 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 q p g g performance or requirement of the specific Trade and/or Subcontractor, and shall be 2. Publication Dates: Except as otherwise indicated where compliance 3. Additionally, the indemnification obligation under this section shall not with an industry standard is required, comply with standard in effect as of date of C. DEFINITIONS: performed or authorized by the Contractor or the Contractor's Agent, separate to the contract documents. The updating of these documents and standards is be limited in any way by any limitation on the amount or type of damages, 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 by Worker's or Workmen's Compensation acts, disability benefit acts or other employee are defined in this article. Definitions and with litwo or more Conflicting Requirements: compliance w explanations contained in this section are guaranteed, by the specific Trade and/or all authorized Subcontractors, the right of and 3. benefit acts. The obligations of the Contractor under this Paragraph shall not extend to maintain the unanticipated operation of the facility and any or all work performed by to the liability of the Consultant, his agents, or employees, arising out of: not necessarily complete but are general for the Work to the extent that they are not the Contractor's o\nvn forces, or another authorized Trade or Contractor, and that this standards or work requirements are specified, and where these work requirements or stated more explicitly in another element of the contract documents. reed to or requested "Not In Contract" work shall not be in an restricted, for an standards establish different or conflicting requirements for minimum quantities or a e a. The preparation or g q y way rey quality levels, the most stringent requirement will be enforced unless the contract p p approval of reports, drawings, opinions, maps, reason, by the specific Trade and/or Subcontractor. certificates, surveys, Change Orders, designs, or specifications. 2. General Requirements: Provisions and requirements of other documents or Contractor verified field conditions specifically indicate otherwise. The 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 schedules an the drawings, to otherparagraphs or schedules �n the specifications, 17. Where Required: The term where required shall be interpreted and b. The giving of or the failure to give directions or instructions by the g 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 furnish, 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 p 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 ad scent completed orpartially performance shall Ibe determined by the Consultant. source. completed portions of the work against damage J by this specific Tradeo 3. Directed, Requested, etc.: Terms such as "directed", "requested", , "authorized" "selected" "approved", "re required", "accepted", and "permitted" mean D. SPECIFICATION FORMAT AND CONTENT EXPLANATION: b. Although copies of standards needed for elnforcement of Subcontractors work, and shall exercise special care and precaution in the execution ' pp q p p g p "directed by the Consultant", and similar phrases. However, no such implied requirements may be required submittals, the Consultant reserves the right to submit of work. Any damage to said property resulting from the specific Trade orSubcontractor'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 will be expected to carry adequate damage insurance that will protect the Contractor's area of construction supervision and coordination. specifications more readily understand the format, language, implied requirements and similar conventions of content. None of the following explanations shall be 4. Abbreviation and Names: Trade association names and titles of general prime/general Contractor and Consultant against any claim for damages to the 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 existing building due to the operations of the Contractor. 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. T o 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 he Consultant has been retained solely by the Contractor for the „ design, preparation, and filing of the afore to described plans, elevations, Consultants approval be interpreted as a release of the Contractor from technique, and no other meaning shall be implied. to the Encyclopedia of Associations", published by Gale Research Cao., available in specifications and details. The Consultant has not been retained for the monitoring of responsibilities to fulfill requirements of contract documents or acceptance of the most libraries. ' g the Subcontractor's work, the review of Shop Drawings or Samples, the Work, unless otherwise provided by requirements of the contract documents. 2. Specification Content: This project specification has been produced Administration of the Contract, or other similar services normally associated with employing certain conventions in the use of language as well as conventions SiF TI N SF103 - PROJECT ADMIN( T ATION SPECIAL ANDUPP'LEMENTAI these services. 5. Project Site: The term "project site" means the space available to the regarding the intended meaning of certain terms, words, and phrases when used in ' CONDITIONS 2. The Consultant has no obligation or intention by Law to or by the Contractor for performance of the Work, whether exclusively or in conjunction with particular situations or circumstances. These conventions are explained as follows: prospective buyer of this specific dwelling or living unit. Similarly, the Contractor's others performing construction as part of the project. The extent to the project site is Consultant is not bound nor shall or can the Consultant be bound to thepros ective shown on the drawings. a. In certain circumstances, language is used in specifications and A SAFETY REQUIREMENTS: buyer of this specific dwelling or living unit by any current or future contractual other contract documents is of the abbreviated type. Implied words and meaning will agreement between the Contractor and the described prospective buyer. 6. Owner: The term "Owner" shall refer to the Contractor's be appropriately irnterpreted. Singular words will be interpreted as plural and plural P P Y organization, company, corporation or other similar entity referred to in the Contract words will be interrpreted 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 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 Y (Bid) Documents for whom or for which the work has been prepared for by the the contract documients so indicates. 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 generallyin the specifications. including hard harts safety belts fire extinguishers fire watch and protective clothing Requirements ex Tres ed imperatively are to be performed the Contractor. At and shoes where necessary. All gas fired machinery, electric tools. heat inducin representative, or other named person(s) and/or entity, unless so excluded elsewhere q p p Y p Y devices ladders � g in the Contract Terms or Conditions. certain locations irn the text, for clarity, contrasting subjective language is used to , 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 combination of the Architect(s) and/or Engineer(s) retained by the Contractor nor the B. PROJECT AND CONTRACT ADMINISTRATION: 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 tthroughout 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 Supenvision of all or 4. Assignment of Specialists: In certain circumstances the of any limited portion of the Project is to be total) full and unequivocally the shall refer to the work scope, drawings, details, general/special/suppier�ental g p � Y, Y q Y ' conditions, specifications, addenda, and all other required information or terms specification requiires or implies that specific elements of the Work are to be responsibility of the Co�ractor and/or Subcontractor. This shalll 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 Such assignments arespecial requirements over which the Contractor has no choice protection requirements construction procedures, construction metho s etc. must the selected Contractor(s) to adequately, safely and satisfactorily perform and or option. gThe are intended to establish which art or entity involved in a specific be designed and constructed b the Contractor(s). d complete the intent of the project. At least two (2) sets of the latest issuance of the p Y party Y P Y 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 buillding 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 similar conventions. provide commentary relative to that portion of the work that was reviewed at this perform and complete the requirements of the Contract (Bid) Documents. 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. Trades: 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, read for unloading, unpacking, assembl installation and similar specifications, is ncot intended to imply that the Work must be performed by accredited Work Performance. This is to be an undisputed fact and irrevocable Contract p J Y 9' y' " Requirement. If re or unionized indiviaduals of a corresponding generic name, such as "carpenter". It q quested by the Contractor, the Subcontractor is to provide a Letter operations". 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/projeectlwork period has not been safe or if (an) incident(s) have/has occurred, then the Subcontractor site including the actual "unloading, unpacking, assembl erection placing, E. DRAWING S>YMBOLS, IF APPLICABLE, shall accurately define the incident(s) at the time of the Letter of Certificaition.project g g, Y, p g. anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations". 1. Generral: Except as otherwise indicated, graphic symbols used on 12. Provide: The term "provide" means "to furnish and install, complete the drawings are trnose symbols recognized in the construction industry for purposes and ready for the intended use". indicated. Where rnot otherwise noted, symbols are defined by "Architectural Graphic C. INSURANCE REQUIREMENTS: Standards", publishied by John Wiley and Sons, Inc., seventh edition. 13. Installer: The "installer" is the "entity" (person or firm) engaged by the 2. Abbresviations: 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, I 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 Eeither 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 stamdard, the (Webster) dictionary, or as required for the specific use. appointed representative) and all agents, employees, and all other requilred 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. Applic-,ability 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 wvritten into the contract documents, applicable construction industry tests. standards have thea same force and effect as if bound into or copied directly into the a. Is attributable to bodily injury, sickness, disease, orr death, or to contract document.ts. 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 referrence. 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 Conttractor must keep available at the project site for reference. b. 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 of whether or necessary to adequately, safely, and satisfactorily perform and complete the intent contract documentts) 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 4� DWG.NO. l PROJECT LOCATION: - rye �` cp'SrF G SYSTEM EVALUATIONS AND TECHNICAL SERVICES �UILDIN � °; l�, l•l � PROJECT AND LOCATION: Z'` 'b�` STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. OWNER, DEVELOPER, AND CONTRACTOR: _ e 2.6 X14 40 Ae F 0 ')�' �'� GUSMAR REALTY CORP. /„ ,. a�.LFWP-<A., SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR ��� �$ ~�' `� ?� sTELco 1170 Broadway,Suite 1115^New York, New York 10001 •Tel:212.683.9404105•Fax:212.683.9580 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH s .y Gdo a /SSCf �,,� r ,a ' `� , � SECTION 2, LOTS 11 THROUGH 23 ; ; ® a 2 2 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 - EAST MARION, NEW YORK 11939 't ZIP N 1ISLAND CITY, NEW YORK EAST MARION, NEW YORK 11939 qA )V0 1122 nor - General Contract Notes Continued, Definitions and Standards, and Q� Ns l$ Project Administration, Special and Supplemental Conditions _DATE Co--z-6 - p Z I - - --__ ____._- .--- - - - -^ Fp __ __ _ - . . __�T/ �. Im'AW1.2 - .�zj,L-Grl—..:._v�FW-V-*,70�.-,W,/4,.r. _ �� _ -1 _-m ? A7 V SBC�?NT ACTOR RE�1l11REMENT NOS ,� .� 7__ _- __-.. �`�_, � J ! --. _ .._ ._ ::_. _ S P E C IAL S I - '� �� --, -._..__-.. .,. _- -- -- � , _„_- -P,.,_�_ _ _-� -_.w -__ --.. - _ - _. _ �� w _ FFA e oc th sl ubco o s ,+ J�1` - . .:.: -- „•_...._. .__.._._ - ' It shall b an une ulv al fact at all Trade S ntract r :: I. -:.` __,.�:,, __. ..._-...._ -._. - T '�J q '' a o - J ; shall be responsible to perform their work to meet all applicable ”" $u i. T �' R' � .\1 Codes and Industry Standards, regardless of whether all items -" ,fit K - I � i.i.tA - -, , - _ - � _._. _ ... :: x ,--w--", a. _11, r T -'-- ._-.- _... ... ?+A^ f,`! G,.-Y-t - 'RP-.._:"1....I,.. ..-. ... •' _-.-__.--_..__-.._.1 .1. ., .... i } A' `a�`i'„O,k±, `J +�,.r1.ji d6rA' - I.stC_'"'- '­­2 ,-�_'r�'9af_ry-. -.M are Indicated on the Plans or included in the Outline Specification p _ . ��� ,_,;,; /tet , - �":. _.fir . 7`!0�'",�� . �� __ � .. ,gra . . and Project Conditions. The Plans have been prepared and " - r'- _. . \ I _. _ 1 P p �` .- . - - _,.,_. --.__....._. issued as an outline for the work and do not include non described I /Q ' r� Isr ." " " " """� - cam;. - � _ or indicated Code Compliance issues. If there becomes any :: .. ,� , lt ��?d `.:::: o �: V r AO Ary, 4 ; 02 Ir C.I A... Y ,.._ - '�~ � - -/ _,.... . field condition or item on the Plans or In the Outline Specification :,_,_.:., , w_. k. w � NE" �� that may prevent the Contractor from performing the Project Work --"--'- -.-__ -..__..".-_ ,� - "----- A, I Y P P 9 J .a►,._> ': a._ fir!'),. r� _-�C to Code, they must immediately bring this to the attention of the ,� �� �� - -' ��f 1 _,__,. „-__ _.,_ .m„- _. m _..._,.. Contractor to resolve. Failure to report the condition immediately, _ Pip �_ t ” /� ^ ``` ,`" F � - ` 0o v.. _ ._ 'r Spy / I. __ ._-N ,. per this Contract, will make the Trade/Subcontractor liable for . • all reparations to bring the work into Compliance or up to -" ' - V , „ �,�r , .•.4_ ..,_..... a _ + � � ' _ __.� :__: �' ". . y rr Industry Standard. In addition, all scheduled or required Trades/ o o � " ---- --•,----• -••-u ----_._..._......_.. "ray ,an v OXO r 447 _"_' :_. _... F� _ .. -, n . - -. ;r ji- .� a Subcontractor shall schedule Building Department Inspection(s) ► -- �. _ _,. _V-..., __._ ,._ _ --,-___.-..-.-......... for their Trade and be resent for the Inspection(s) until all work • ' _. .-. . ,.____,._. ___ _ __.____ , :. -.. � �� , Is Code Compliant and satisfactory to the Building Department. / �� � � - � � - ' ' � . M� 1�� 9 -- s _ -- - - (���������� :. . - --- - 4 ? . . . ►: ... -ate - EXTERIOR WALL FRAMING NOTE. All 2x4 exterior wall framing shall/may be __ . _ `y i • ; I e ulred ; system terror wall framing r _ _.._ C .___. _ E �, i` :: ,�....._. :: 1? " utilized at Insulated siding y m only, 2x6 ex 9 q _ .._.. _. .- _.... _ _.__`_.- - ' ? _ _ '_ . .,_ ...._.- . . -- ,, , _ _. . - _. ..,__. .,__ {�-t1,�1Phj... .,.._A .... .CMV? �,�►� .1�� °' f� ?` ., w ,_ _ F__ ` .._ .__ - .r" ( : ' . . otherwise at all other siding systems for NYS Ener Code Com Mance - �l��f � �`T� ? r "_"..__..' _� . _ _ _ _ of 9 Y 9Y P --- -q S ---- - - " ._ _ a- Iff _ '. n r C' w....._ ... g — _! _ -' ?' gip 1 : - _ ... _.-_. ((���� f{�� j ,f'';y���`r}'-„--.-y+�'a'___ . Jymr-Ery-��dj� ��n+:, J{`���g�'�'�1 `}f YUR. � /yrT�' (Q�y �p\/F�.Yy ..._ -_- _. ._ .d._. -,. .•, .,.` Q4M7 I ,I `; j, _._.— ___""__..__.-._._,.... ....-_ � .. .iSi.!v t, -7-_-`�.l�R?f__.�1 ___!„v !•,.-.%F� `+1/ \• _ �1 ^� .� �i' �Y/ a - : g) I 'nil _- _.-_ —___,_.._-_,_ _— _ -__ WA I _ �y - . . o. ... '~ ., .,.,,,,�...,.... ; _ @� t std .._..„i...... ..__, .., . Yy ,.. _,-- WINDOW HEADER FRAMING NOTE: At 9-0 ceiling height, set Q /r1�o�� �,�,�8 ._ �.:_ -. __ .-_.., _ -_ .__... .._._!. _.._.± :,__._, ` , to of window unit for a finished dimension of 7'-6” from finish � `-_ - - CAI`- / ..} - _..� 1.� _:_:,: �, � � "�w __-�,1j���B: �._: `.�' .__.. _-_ ._._ p * - � a_� -�-� -pct ` s ­­ _."..,._. . floor to to of window unit. At ceiling height, set to of window �' -' """ -"- ; _ _ __ p ---- _ - -, .- ,9 9 p _ a jJ�7 .rte PA-, , :., sf:._ •.� I i �" :. _. _.._. _._ unit for a finished dimension of 7-6 from finish floor to top of - - A,. �. ! ! _ _ _-II_,..... -_. _ _..-=_ - - :_-_: .. ._ . window unit. Allow clearing for deflection, weather seal, etc. �. 'f � ' 1� � 7 -' , IiIt 4 ��__ -:- --' -- ' 1;1. - - As required align garage window units to main dwelling units : ' ? ._,:f N V -" _ - Il - _ v I - �' g . -- - or as indicated on building elevation w� s _. _..... jai/ , fr_ Vim" - - -. _ � `. lll �.��� _I,k 11 ._ .. 0 _u ,� ' �� _ ��. .. - _ b"' _ ,-:�i._ '�" _ f" � � � IBJ/?�: �, o ��•��� _ 4 - -. _ . _2 04 , ' _ MLr '//] J/ e .. ..,-__..,..... ..._ - - _ - Ips', �W:- /� l ? � o ilCR,04„M ,36I Wl,rI4 T6P 0�g �, J . I- -- .. : s 3� ,`0,9M 70.r-0 OF , 1dM P©cKsT 2" Z�L.ovi 557', ��1 c,,19 67",C.,-F4 I . .. _. __- ,_____ _ -. _ IL , �.,, �.. _. - __ @2 . a �j 't t) �.,,* . ___, 1. 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'AII P� _ tea- j ja �R, t11 . _ i -, _ .. l I . . , 11 �.tl ,Gi a- w ... �- .. l.. �y - � L —�CI�J r , •t ^�-_ _ .... .Y!; - .. : a".._._. a e. , Z. -J slur 1 /qq R •l6 rpy 'l` 'd- _ .+. M- v.Y: r."_ gyp]' of ' , r�- n „ ,.-"..--...._-•-----.--.,-_,-•,-.._.....-....,. 10I i baA .�A Ob-Y. _ �V ' se'/aa ° /J . +�o�l �?t �F° 11� _^ _. �t q / �q _ t .o_. -l �s� .__ 1.7 •v? ; w... .,r --f"' I ,1 1 _ ,' —.- !m//' ! ,�`- �- ^', •..1�'� G.+, - % - , .,t no �^-. "�.�2. r. a" Gm J -p ��, TT'�j •• 'bJ FM' 'lJ' (SIC .i I _ I 1 �Y ___-- _ l ll�t ..&�� -,.i'R a5 �,m.+ 3 L:. f '�'! I (r, x , �1 1 / .g� 1 -/w'L%A(,,*�es� ei1 1I (ma y ��pj� // //. �9 �j J �,f(��_ /y�..'�y yy /g� f 1 �+`, AAs **,,d na,v �p ,✓ Q� �' I r I / L f /04 , \ f - .,. 7� , S`o-i'i - R l C,. ? ! f1y1 +s.. ir/ �O - 1 :� ✓ (rY , 7,�("'.�V� \- .- - x..37+1 �/ im e , ,"• // a /"1I60� ' l Y/ 14.1 Vfi�oA P r _ 1 0�i / t=' / c,�i` f ,n ° N� ' n �� e _ _ , d ){ 7, /v � x ,` - .. .. _.. A a9 ::e ��' l {A /V laA ,usr - .. `�_..,- _ J! �r b�,i� M,+. /'rA .. ---.,� n . n-. • r ,_,-, : _ _... ",". r e o — .� 3rA,Q11' 4 W4eS,,`4 M/ T'Ij°f�d V/V& ,`" , , : ^dam, �� F4S, , �� ..... - �" __ .. : _ _ I . ,. ri _ _ - . " _ 1. �� !�!� I Cull -i XI-11\ - _. _. --- - _. _r_ _ ---6�4 .... - _z_. _ .. _; del t'� �. � tr ��r , � ',r,1� 01 �. ,�_. .. I- _._M._,-,__,w._.r w._.,__ __ ...._..._..�, .._ _.__. .................. _ _ -_,.. . 1. _ ._ - __ .._ _ - - .,:. C I -V --- --- /�_.. -_ -__. _ / _ _. __._ �. - ', _ ..., _ _,. ..__ _ _._. _ - LL .. '� ` -.� _. ---.—.--.-..--. -- ._._".__ ___ _-_._-_.. -"., -' ' _ —_._-- -_--_-- -.-_-_.--_.. .. ---- - �` l _ u. / '� _ _ REVISIONS - PROJECT AND LOCATION: Ea�� '4'�e BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG. NO. fir- p . } F7 t r AND CONTRACTOR: OWNER, DEVELOPER, - :.._:- w Y. f� 1 r�l l ` gyp,' d 'd 1 .._ W:I.. P '�r - PROJECT AND LOCATION: %h >r� L. c ti, oSLC STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR '�e %� �,F+'� d�Y � 71 STELCO 1170 Broadway,Suite 111 S.New York, New York 10001 •Tel:212-683.9404/05•Fax:212.683.9580 GUSMAR REALTY CORP. 1. n1D Ifs I t�#�InJ': I'`� 'fy " RI, I .. 1. �v . ... . ' t RESIDENTIAL DEVELOPMENT THE IMPERIAL II, ,�ONE STORY CONTEMPORARY RANCH 13-77 37TH AVENUE • 17 I - u_ ,,A L. ).r'f r-, - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 LONG ISLAND CITY, NEW YORK 5 , ; M �- � _.,, "'' -.. EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 _` ZIP 11101 ���® - �? 1 � -/�.n � � �. � o-„ r: '�, ., �.... ��� �o IJ*Z Project Reference Standard Details - OF rIII .DATE: r, -2r,, o-Z - P. `' $A 11 A' "<� o �.rt a,� ��J '� # __... -- -------- 1�4MP` (�S",) �Afi1" INSUL�6rlot4 Q + S 5,4oPap tt;�Al�Apt 'r f� ►p 19 .. OATr �-�p - .»- S-41 (4)�.AY6A6 ' A-�194oa'` ,Q, .�c r4 F r9� �'l ,bll lelidLA7'aON V IX �. BATr ++�S'iJ4A 1 J, .. C� ZATZX P 41IM 1+ Energy Code Criteria and Design Compliance: ;,. r, .�,.. A E � . 79 . ��1. I + . .r � - � " ,.._ FQA". 4414Y,� , P44rh1 1� r�-1 (494A r + , rr /. `"�`^ AACA 'i' G�` " > A`F 1l�l Ll��"1 l� c�yd ��� �1�A�. �'`�� �°1 t�i�J'� 2 x 'W�4' 4 F � W T ' 2 2_ A A 1 +� � AQ.0W rN 7r< A W4"'Fe.� FL At 00 1 dSUL A T'10l� Energy Code Criteria and Design Compliance: The indicated or proposed E + �` - I .aa�Q► A� 11LI `�` L) buildin conforms to the requirements of the New York State Energy Conservation ZL0�� .� /,' A0 ' ' 9 q / "J lsJ1 ,S` tmt3 'lt , . Construction Code for Residential Buildings Three Stories or Less in Height. All work ' T' «• , . .46'AA rl)c; 54CArI4196- T W1CAa1, NOM4 /A/VrA44/A/"A44MINIMVAJ 1V aY" h/1,AA'44 's ,4 illustrated for construction has been calculated to conform to the criteria for residential - , �', : b '��$ ,��,� � f� A/` /a ��.q Imo) �`V 11 Il :._..., 'C F t �.\t rr ! �•q .. All'► II V FY� "7 /i Y Al. � ^ construction. Design criteria has been established and calculated for 2 x 6 nominal r F:j !�. 4 - ^-a. «I �+� A T Jt ' fL � r , � 1 ,. ,Q � + dN p f �;� `d.40W - 1 . . x+12 wall construction and the inclusion of an and all optional 2 x 4 walls stem k 20 e WA44. Ok. 2 g 4. ' I ,1 � :.:.. r '`"� A 94eC'�"A1CAL .��14ia1`A ?`I*A+3 �Co1'� C7`�' �+Q`�� �,p,��:�� .:t„1NATS �.S , !L��&��.w construction, includingopenings, doors, windows, and/or similar construction, which - �Al + A' i AA 1A ''A I '� OVMl �4&0 WALLS 94.0a S; �'nis.FT , wfor VPT5 A--15 (4.4)BATT W SULA�l0A� w ,r+` �� ;����+ +C.+�t�,! � a a-� c�.�� aFM1 .� r�•��w,0 may or would have a negative impact on the overall required ratings. The criteria - - k 1 /I � � 04ecrAXAL box �' � �° ����'�"����Tr�f������ ..T @ I X 4 WA ' 1ail,+utt l Af' c 0-sio CAVA design compliance shall include the following: �� i jR-;7 (I")AIG/0 14444r10A� � w. � �- =- � �,,, 10' S'N`1CL t�Il`V4 4.t a i�ei�UAt,B '��' ,O&/��' �� � ,�'�� a. Thermal Ratings for Zone 1113 as per New York State Energy Code -- } A!° /l "4,010 II � � 1 L;A '! +N A 1 �M. Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope C O 10N 1�1irhf#` AEr41 Al f rf`_` '` `� .•.' `+�d iA' ; P g P P P s p e1-d1 aco O PW ON ' f 1 1300 � 6 as follows: 1�A►►� 7' ` 1A . . �s ,41t v' 11`' Requirements in accord with Tables 5.02.2.4(3) through 5.02.4( ) f l rr NW-A440@ S�a)�1� �3iN��A� MAN. 4 �+''�Ar� `��I+J -t! /r/4 ' 6oAA,0' Wird A--/Q C29-4ATIX oA> ' '/d�.L i� N 57 77 A�+. 8 A-l9 � 9,64 ?'A/=A r� AA+1,0, Component B MaxB !!f Component Ming fll1aXH -" 1 -s$ rt• ':v,Is � ,1 , . 1+J l� L` +1 r �A�A,I} l T l �'1 Adt Gt+l7°q t��tG4 �'� ` .�`�� +C'�14 � ��7"�- � �., ' �� 1 'i�(�J�A4I +�a/,� . 4")4A /hnit,31.++4A�'1`O .•'1d��CA�a R 9 R21 .050 C ,+LI;+ G bE A1, E97EAlOA TY'�I�r�L -,��.. A1,T, Roof/ceiling R38 R38 .030 Floors 1 Arles-44L CIAO AeA 0 AA1amA TYPICAL 1�'W/`� (' ) SA7 TAS sdLAT om )Ra ft �6 Exterior wall R18 R19 .046 Crawls ace R19 R22 .050 ({ N � �A A.r 1N 2Xro € .44L A>> W T'�' IOAL k.1�+�`!1� CompCom ext. wall R19 R19 051 Basement wall R9 R10 080 - A . `may' Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<_0.40) !, 1AID0 D A,,, - r+ � - ...-.�+,.--•.-• �y � � �� AAS >�fw$ J � "-`'�'i. through and including No. 12 for a glazing area of 25% (UF:0.27) Al�"e:.4r ao�l4mr,�t�C3 4oava Arr/C � �� ��,��, �/; � +� A-/O ��pF}©�'�'.:/ (5 S A89 WA /1�f` ft L4 ,� IN. � A-•7 (0)Algin 1N$Uf A$�'liaN' E,:,,Y J b. Applied Insulation and Vapor Barrier shall be installed so as to maintain °19 ) BATT /1�/ d �1�JJ bsN� A � ° ' ,x /°�L ' ► +' AT"lgv PP � ' 149A DtA, 6A, and Ovide continuity at sills corners fates, etc. S A40 , ' + D+ � - t # `�`O/ / � rr cAUX PL's '` � � �' i 1T pr y 1 , P F N l�ilAr. a/� t! de,� 1+�.S C. Synthetic Sealant and Weatherstripping shall be provided and installed WN rg ,A 1 1 N 6 AACA �'� � �A4L' P&44-8 AAP01J y PP g P ' t at windows, doors, sills, cracks, joints wall panels wall penetrations, and elsewhere ANOV109+MIN. .., �° MIN A-t �q� O ,�-/ " required in order to prevent unwarranted infiltration. 41 "fel ) ` , ' .,' CON7. AJAR VENA / / o.+ ) -0 , 1N oW PNLY � FOAM LOCA77OM q P RSM: 7"4'Fl 4-A 4 � I+� S7,A"60 E 'or�'rr AN .010 ! A +� i W1 OUT PlEA A� 0A C C,, AJO17"I s r+,f- .5'r0AoC4 - orfiber lass batt type and shall have the I 1� /d r� � � � 1 ^ 40e �� d. Insulation to be rigid styrofoam g yp �" �4gag 1q rep, I w ' ' I � �ST1N OLA " ,A7` minimum thermal (R) ratings indicated for the following: 1. R-10, 1" rigid styrofoam, at foundation walls or simulated stucco. - --- - 2. R-13, 4" fiberglass batt at 4 inch walls with R7 ri id insulation. + r 1 f+ /� 4 0"AeVN ��� WIN ��� 3. R-19 6" fiberglass batt at 6 inch walls. �" w ..�. .� a 9f ""' rclAa'S7". 00& q& � OPEN SPACE/6A A* 51,//11., WINDOW + 1� LN9./A* Fte iq N 4. R-38, 9 fiberglass batt, at 2nd floor ceiling return. : ,� 1 f : / f I Sd� w AJ g rx ar , err, NIA+ NAMO ►SIM•) j /q-}�ut. Jg! yWgy ' s '1py . ��({♦ 3yj6�A,l ,1 SS �Ar )Y• t "G.I'4 �'x/• ,..a.+,w.«...rr... OM 4., ! p�V/4=9 �! 4M"��1� � 1 r1V 44 �I4•-�• •M1�O. 5. R-38, 9 fiberglass batt, at general attic ceilings and partial walls. _� ' 1, F � � �3 � ' � J�Cll2'!�9l��� �,� �1�� i. a�1tt W1� �A'r1 6. R-19, 6" fiberglass batt, at 1 st floor/basement ceiling, ' '' A1�7-,�- IN T� L 11AAA t!>i - ��"r + A L 1 mind. A-to (2"} �A' �C 7<' 6 1 E+� �'r14yt4eA 544404- or as required by field conditions to accommodate variations of finished and �.6Arr 1�1�tl4A710,J Pat%A� SEA L r 4M @A CC FEAMSA 770N heated/cooled areas. 1'' P`Yt Argx paivrkliafa1LIlA! kflT J,'01'RMASCA4AAW 7Y e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at FOA A44 'SVA ` 1 G41Mb+N6 iAAP7k-A$ A G AL Q� '�9A , � �Jt�7"iRI.t1"+oN windows, - 0.3 CFWLin.Ft, at sliding doors, and - 0.5 CFM/Lin.Ft, at hinged doors. VDJO TC.A A" PXL4 P � r C rd+ 31�°Y.Q + S)PACA' .0A a n 69, LlpY I►v`P.ATIMA !'A�1A000 f. Window glazing and door units shall be insulating type with Max. U- / � �� AAA,,,(( �+s/•_a,,_ � Factor of 0.39. Windows shall be insulated prefinished units with a U-Factor of 0.25 ,{�o� p}�n' per./{{A� '7a, �,y�y i gp 56 C 9 1 .� X NE E I f r-9 -._ , 4 �Y �9 f Y ' " a✓ 4 6✓V 4to > I.w/ ,t .� Yw twr and an R of 4.0. g. Exterior doors shall have Max. U-Factor of 0.58. h. Energy Compliance Requirements: . & 8� 11 h/o7 � �ED� ��� 5 5 4.� >a Ad fig DAA A FO P3 Avr,6: x6.6 0AAK11AJ$ A$-1 � � a� . �� 1. Heating Degree Days: 5750 (Zone I I B) ,OCrA1 2. Design Table Series 502.2.4(1-6) 3. Fenestration to Wall Area Ratio Calculation: Total Wall Area: 1957 S.F. Fenestration Area: 457 S.F. Ivf1! -! �'2►� �r31 11,}.bA77 INSULA77o,-i Al 14 A-.i0 e9V`) LATEX - Total Fe Fn ALL 1 AJ 7" 1`d+�l�.. Zx� �Q�ea i A+l+l+l�1 .T3' 1 ' l /vAA4 4D A14 - 5.574- A-r1o1 Zx G Ir�lAt ! A + <�` Calculation: 457 / 1957 Ratio x 100: 23.3 Percent 04114,AVU 8,eALAA1r 7YPIC'AG� T v*- -A71 "S*A14Jf-AAO ;i 'Ai VC• mm�-- 2 x hrA�L ,� t�` ter t►►11 " ' iF IL .: A AN " ? �1 � walls insulated and insulating lass A ►d dN � :AIN I : ,. $€ Ani, Afi 1�J �f/Z7. 2!4 oA,, 4. n-/3(�-''�614Tr IdSVICAT IOAJ r-4.;OoA, ~� ti � n-la(49,aA!3 '.11�1,� - Basement 9 9 A� 7(d at basement windows, I 60AAP (CON )riOAI SRAC- *f !.�AL4. FAAMo4 wim Cagn�r l7�i a 40S,044,9 i k4 W`AU �> „ M,044 W1r/4 therefore: 2 Percent l '� AT 1r�f6LA7'1I .i Credit Allowable and R38 Allowable at Ceiling (Attic). F o i �'��lL,lN � j ?reJ� t � 'a �1 1 „�7° C-4eC7,-,y6 t . � 1.rk 1GAD l+e�S . € 1OIGAL gy p ` r ° / / t 1 10 . ANO �5114a44rED 4. Insulation Requirements as per Table 502.2.4 (6): ' ' �+ I ��L 1 F h+f/AC , F # Jl+v'l� OL S IAs,1 A hAl/A >� '�`, �.�' # /AIG AIAM WA SM a. Maximum Glazing U-Factor: .27 - ' . �1NE f� Ant1 JGA 00ffi ON.9/d ' "7't,1 Com; � 'J Iia ,f t OA SI+ 14 Cdffif 'N +' ` b. Minimum Insulating R-Values: T '/'A A N- ,---A-10(/"A G).0 hgSULArJ1,0A/ 7�'�1CAb try � OP7�1 DAtA IA 6 TOANA : ;..w. e1 ._-- )%-/C>(1 '-AI G /� J1'�w+6/�G Ar/,0 1 Gelling: R38 �1 _1 fCvi`) Arr IMS(�4ATIOV OA i�Jl 1°1�d F�/ : '� � . 3'� i� A 117°'1V r °°Its. ' r9LA7' Exterior Wall: R19 IOA�l � ► '1h1. 2C� AA.Ld�llN Ml{ . ;-!" f G+�. �` " _ -mow-` PLOC}l +rD 'lxl 'a� N11h . -t7 ' , 1a " ` . _ t Floor: R21 O l � 7' L , AIN E ; ''E: e .�� Ar ; IA1IAtl r r`. A Basement Wall: R10 T 1 ,fit , °A AaQaI A4*mr TYF+C S ��'W �� S r 7 � n -19 C )C , C per Sect. 502.2.4.13 / 4 A ,�S t. f f INi� W1� Slab Perimeter: p ' AM 1LL C A0 V OID 07C, WIT14 ?61. ',� -EA r-OAAV1 - -S � / ) Crawl Space Wall: R22 thl+ .'6A XA 1 `O,NE1�1 1 f: (1"AAM" A o4'1'1 i §, Y° t I A `: Lr. F 'FOAM ' �+ �- �` votos � ,� LA7�t, /�t�'J�r �' 'J��� , '''' 11+t+�s A-5.�"1 ;�`'LA7 Ot��71*1'14'�r OA C' ,��87' a^, �- oAAd} 7" ,�'!CAI. OAS dad-4116 FJOAA+ 7'°YPI CA4 tYA14A 4; Afft i4-:D DAN) 00, Jk1c ` I Vo OT'AAJ J&q. �t? +�ld P �lPJAA7'/ tAl Aw� .- - T-._-w- _. p � a A .W1Pt;A16 11l6ptl1�eA1 rA ' p MoTf LOCA71CAJ 014 !A-!�A(l", "T ... '7" Will ►' nrf11 1` CAAWL PA6 C At, A<7" P�1 J �1�+� 1FOLi OI IIA+ A bFxre l F +1I+ ,I. "1 r � WALL. OFXTA IOP+ FC�l11aS A 77 ON WA44. NOTE-104AT10tJ OF )WErf4co ('NON- CV,)017'10AJ& SPACE w+�1 Ara,*7'1,014A4 INStAkOeD �Q�1 l?`r���� S��C� f�►+ ,4T'���`/tl A� t1� '�A C� a � A 1�A r or` 1" 7'J �� '�f` A �� ' �+ '7" 5'J.lv�t� A " 0 SfLICG.O 51011146 ..$ W1 N M4Xr/C , <A. '1l+(tC11fl"11C`C S/D/Afa 4tJ 1 �1 Jms A AIG1D _ 3'�t9 . . "#` I!1t1A7 11r1A 7°'I a4�. � A1Ltyv" Irl'�7 L� A'T1le��F PAA� r �tl�+ , 1 14 W Q9 07V 1-04A'rl r� � I � 11+�111t A x/: 11 , �" i -� �! , A1610 ba A1 > /J1�1 ,�� , �tI "Rp ( 0) LAK Pry&YME ,, F101 � ��0g �°'�''1�1CA4 1+ � iVs71"� �Lolly °14L�, �t�1� ,1 Co1V,�177Or�ZO A AEA j, 50A ' Loll A++ . >r fop W , Oovol.-ripN L)AA4`A-S 50Af . 2!err M114. -setow A� A-44 �IA4 :A.&A46NO, �1AfM 4 049 7YPICAL. �1, �A TA1 A �°ON$ - : � WrTi� 1N��L�7�1✓�+ra „� ,SrvT�ilA1'i� lN��'L.�7'1N� .� F1AJrS�► a�09 71?''�ACAL � 1 ,r+T+1i ° I i� .L > ' � FoAM SE -S' , I ,� '!+ ,/g� FOAM O&A-Atr (A-S) ,,A , , � SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 1 r �r :."� ,'r`. ' , , Alo /1Y 1!�R .1vtll fltdtl/!j re' STATISTICS 1 ,1N r-rc, or- . .� ! a N ! �. lelo7 � !lIML rvtll�leJ+ SUMMARY OF BUILDING ST �lT'1�; 1 _ - �� ��5 `J .� SAT /��L�� l�► �s ^ � . � 1�...5�"!'a) Llt7"�34���'Lt� tY/ Jl� THE IMPERIAL II OA A �"YIC, ° A41AM @A 4.4 14VAC �'LtJAv4�3/ . Occupiable heated/cooled) Finished Areas: . �,: OA '�L6C,7AICAf. ?6* ATJ0 S 1. ,Ar ALL WAL4.i FLOC a. Habitable ArA ea, first floor 2083 sq. ft. :. second floor N/ sq. ft. 451L.1A1�19 ETC b. Habitable Area, ' 2083 s ft. C. (Sub)total Habitable Area sq . ft. Optional Habitable Area NIA sq. ft. e. Total Available Habitable Area 2083 sq. ft. 2. Non Occupiable (unheated/uncooled) Unfinished Areas: a. Non Habitable Area, basement 2040 sq. ft. b. Non Habitable Area, crawl space N/A sq. ft. C. Non Habitable Area, garage 63 sq. ft. C IO G 54A6 014 OXAD . Tl CAAWL � � 1 , d. Non Habitable Area, porch/stoop 63 sq. ft. �,��,� �...�, e. Non Habitable Area, deck 109 sq. ft. ` �,1' A � � �IVICAIL ' N� �` + , W rlA f. Total Available Non Habitable Area 2722 sq. ft. .� a !` 4 �1 ore: Sgt' 0 'W1 ) =1 'O ,.�..... 5�� � � 11 � � � 11 �o�� ; S�� �A,�t�l�� 'AS�>1 '��+�' �"�4X n 411 1 � 0'1 /V074a SEE DA��41�t1NG A '-d• C01� c�lat 7 1dI TICS+ ,0 "�4 IC r-01`JSrAUC7"ON )0&7'A XS . DW F G.NO. � )O REVISIONS PROJECT AND LOCATION: - ��aK ,� �� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES i PROD RESTORATION AND WATERPROOFING TECHNOLOGY ECT AND LOCATIONCORP. �wa� S1 E�LBroadway, O RYSTOR fit► LOGY CORP '{� �� ` ro wa ,Sui e 115>New York,New York 10001 •Tel:212.683.9404/05•Fax:212.683.9580 D CONTRACTOR: ::::.:.... ' B 6-. :. ...:..: ",SG 0 .3 .:e , _:,..a= _: 1 : _e : ._ sLco OWNER, DEVELOPER, AN SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR - - A RESIDENTIAL DEVELOPMENT THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH ` �.... °............... ,� GUSMAR REALTY CORP. � �: �..:..��1� G.,�... �?.> ... ....� . .. .____......__. ..__ .._.._.._.__... .........._.. ' EN 13-77 37TH AVENUE SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 _. .._.......__..... _.................._.... .. EAST MARION, NEW YORK 119 EAST MARION, NEWYORK 11939 LONG ISLAND CITY, NEWYORK -c°�- Energy Compliance Requirements and Details ZIP 11101 o� rN�� l -[SATE: p_ 9 SECTION 105 - BUILDIN , DEPARTMENT AND COCOMPLIANCE NOTES h. 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 518" 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 112" standard plywood, glued and nailed at 1. Zoning Requirements: Proposed building location on the site shall be 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. heatingand 78'F for cooling, with an ambient exterior temperature of 200 or 90OF 18. 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 518: roof, respectively. Exterior 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 sheathing to be plywood made with exterior grade glues. Minimum grade CDX. b. Certified Survey shall also include location of underground utilities, conservation controls not to exceed three G.P.H. at masonry chimney work. 13. 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 Plumbiing Code and shall be warranted to be leak free after completion. (Sub)contractor to check and verify foundation dimensions and condo"tions 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. g q Provide malleable boots, connectors, fittings, etc. all building dimensions to accommodate any zoning restrictions, a. Provide anti scald and/or thermal shock preventing devices as to Part 15. Galvanized steel joist hangers or conventional 2 by wood blocking to be 2. Structural Design Criteria: Minimum floor loading design criteria shall comply 902.6 (K) N.Y. State Building Code. 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 1% lead. products, use only new, clean, specified or equivalent products and materials. partitions, tubs, skylights, and similar conditions. Location Live. Dead Deflect Limit d. Plumbing; all plumbing waste and water lines 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- 1 st ollows-1st floor 40 Ib./sf. 10 lb./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 a. Openings less than 4'-0" in width = 2-2x8's or 2-2x6's DF with 2nd floor (sleep area) 40 Ib./sf. 10 lb./sf. L/360 types K or L only, or use. spacer. Conventional nailing. attic (non storage) 10 Ib/sf.* 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 lb./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 lb./sf/snow 15 Ib./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 314" * 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 = 2-2x12's 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 7. Where applicable, all plumbing stacks shall be enclosed in interior walls. to assure that the following is adhered to- g locations: When stacks are to be laced in exterior walls the shall be properly insulated from a. Reference Standards conform to: 18. Bearing at headers unless otherwise indicated on the plans shall be a. Smoke detectors as per Part 7211 of New York State Building Code p Y p p Y constructed as follows: 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 to 4'-0" opening = 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 g g y p p ) prevailing g authority/Building g y ( ) p = 2-2x4's or 2-2x6's DF at b. Egress or emergency escape as per Part 714.1 of the New York State (UBC), and the revailin Rules and Regulations of the local authorit /Buildin Code-Sheet Steel," 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. 4. Steel Structures Painting Council C. Headers for use up to 8'-0" opening = 3-2x4's or 2-2x6's DF at 1. 2 @ 19 square feet at the first floor, 1 @ 15 square feet at each Tool Cleaning. g (SSPC): SP 3-63 Power each end, conventional nailing. bedroom, 1 @ 15 square feet at the basement or as determined as prudent by field SECT 0110 - OUTLINE SPECIFICATIOWSi g d. Headers for use u to 10 -0 opening p o p g = 4-2x4's or 3-2x6's DF at conditions. 5. American Institute of Timber Construction (AITC), each end, screwed at V-0" on center. Specifications for Wood Framing Support and Splicing G. Fire stopping and fireproofing as per New York State and Uniform PART A. SITE WORK AND SOILS: Spec1995 Edition. 19. Headers at basement windows to be steel (ASTM 36) lintels on 4 inch 5. Alloinin s shall be neat/ Building Code. Provide minimum 120 square feet 112 inch or 518 inch F.C. 60 or Type 1. Do not commence excavation or foundation work until the building has 1 9 y and strongly bolted, welded or riveted minimum bearing. Install 2-3 1/2x3 1/2x5/16 steel units. together, as approved, with all bolts, screws, or rivets, countersunk and dressed flush; 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 20. Framing members, unless otherwise noted on the plans, to be placed at around the furnace unit. Provide 1/2 inch or 5/8 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,staining, or other imperfections. corrosion, and do not include requirements for sheathing or finishes. Class C solid wood or metal clad 314 Hour Rated self closing door unit and assembly 2. Compliance to local zoning requirements shall be indicated by the 6. Structural steel and/or miscellaneous metal work to be rolled sections or connectors to21 . wood connections onn "ctioequal.sall be fastened with rated galvanized metal from the garage to the dwelling. Provide 112 inch F.C. 60 to Type X sheetrock (tape and Surveyor. If applicable, building dimensions are to be adjusted to comply with the t l plates complying with the following: spackle 2 coats) wall/partition divider with 2'-0" return at each side of all area specific criteria an(d restrictions of the building lot. flat22. Ridge beams and/or valley rafters to be supported on 4"x4" nominal limitation for non accessible attic or similar areas. 3. Locatte 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) and 2-2"x4" nominal base 4. BuildingDepartment Approvals and Occupancy. The minimum standards shall utilities are to rennain in lace provide adequate means of protection during earth requirements of ASTM A 36. " p ppp q p g b. Steel plates and bars: ASTM A 36. 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 ceiling joist with 314 plywood gusset (flitch beam) or at/on bearing wall below. a. Inspections: Notify the Building Department at least 48 hours in advance encountered durirng 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 late. Exterior nails shall be 1. Foundation - two required for poured concrete footings and walls. in operation. If regiuired 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 unitsp type material and finish as supported rails, unless otherwise indicated. „ 2. Rough - framing and plumbing. 4. The area of the site where work is to occur shall be cleared and rough e. Masonry inserts: threaded or wed 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. Y wedge type; galvanized ferrous edges and 6 D nails at 12" on center at intermediate areas. castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 153. 4. Final - construction must be complete for C. of 0., including 5. All footings and foundations have been designed for 2 ton (4ksi) bearing 25. The routing of any plumbing lines, AC duct work or similar utilities that p y f. Threaded rods, anchor bolts bolts, lag bolts, H.S.. bolts, washers, requires the cutting of any structural components, (joist, bearing wall studs, headers, weather seal, plumbing fixtures, heating, electrical, etc. capacity in absence of soils tests. nuts etc. shall be carbon steel threaded bolts meeting requirements off ASTM A 36. etc. requires that the consultant must be notified for royal be 5. Underwriters Certificate for electrical panels, power, lighting, etc. 6. Place all footings in undisturbed soil or properly compacted soil. g p g q ) q pp fore any cutting may must be provided. 7. Protect existing vegetation to remain after construction by use of Expansion bolts shall be Hilti "Quick-bolt, II" or equal, subject to consultant's approval. 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. section loss of 25 percent of the member and reinforced with 3/4" plywood. intended purpose until all inspections have been performed, any corrections 8. Provide temporary shoring as required for each specific site use. iz7. Timber connectors or structurally supporting devices to be hot-dipped, 26. Alternate framing requirement shall be such that all re engineered galvanized Simson or equal, units suitable for nailingo p g performed and reinspected, and Temporary or Permanent Certificate of Occupancy 9. DO NOT back fill foundation until first floor platform framing and installation complying with the following: r screwed connections or lumber shall be Georgia Pacific SPI series Wood-1-Beams and LVL products or issued. - ce: The in or ro osed supporting structures have been installed. equal. All joists, girders, and headers shall have bearing stiffeners installed as per a. Mud sill anchors, MAS, MAB OR MA Series. manufacturers recommendations. Web stiffeners shall be required at all load and ' S. Energy Code Criteria and Design Com pltan p P building conforms e the requirements of the New York Stats Energy Conservation PART B. CONCRETE WORK AND REINFORCING: b. Adjustable column base, CBA or PB Series. bearing points at a minimum. A single 1 3/4" LVL rim joist shall be required at floor 1. Concrete shall be 3000 psi concrete. Finishes exposed to weather, shall C. Hold downs, FTF, FTS, PAHD or MPAHD, Fastie Series. perimeters. Desi Construction Code for Residential Buildings Three Stories or Less in Height. All work be air entrained and filled where required afterconcrete. ishe p d. Anchor bolts, STAB, FA, HFA, FJA, or FSA Series. per meters. wigs recommendations.ing, handling, storage and erection of components shall be as illustrated for construction has been calculated to conform to the criteria for residential qcompletion. construction. Design criteria has been established and calculated for 2" x 6" nominal 2. Work shall conform to the latest edition of the ACI Code. e. Joist hangers LU, LUS, LUP U or HO Series. 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, VPA Series. g. Hip ridge or valley connectors HRP HCP HVP., LSU LSSU, or 1. Exterior doors, windows, and specialty items to be installed or framed tie downs, bolts, sleeves, etc. as required by other trades. The (sub)contractor shall into the exterior walls and shall be properly caulked using GE Silicon II, Tremco Mono may or would have a negative impact on the overall required ratings. The criteria for h. Reinforcing plates, SSU, SSUT, SUR, L, LS, STC, STCT, or DTC orequal and filled with expandable sealant. design compliance shall include the following: verify the dimensions of and install/set, all slots, sleeves, etc. before setting forms. g p a. Thermal Ratings for Zone 11 B as per New York State Energy Code 5. Footiings shall bear directly on undisturbed soil having a minimum Series. 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 CLT, HGLT GLS, or HGLS Series. 2. Vapor barriers to h a minimum of 4 mil thickness. p Straps, wall ties 3. Exterior doors to have a weather stripping and exterior type aluminum Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: subcontractor shaill assume full responsibility for all verification of the assumed safe j p , and hold downs, ST, FHA, PS, CS, FTA, LFTA, saddles. soil bearing value.. TS, LTS or MTS Series. 4. Foundations below grade shall be patched as required and then coated k. Seismic and hurricane ties, H, WB, WBC, or CWB Series. with a two part bituminous mastic membrane. All foundations above grade Component fllliIIB 1�laxB !lf C,omponent Nllnl3 b4aXB 11f 6. Slabs to be reinforced with 6x6 10/10 welded wire mesh and are to be a 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. g de shall have 8. Structural steel shapes and miscellaneous metals to be installed in cement parget finish. Exterior wall R18 R19 .046 Crawl space R19 R22 .050 installed on tamped soil, 4 inch granular fill, and 4 mil vapor barrier. p ext. wall R18 R19 .051 Basement wall R9 R10 .080 7. Slabs to be thickened to 12 inches at bearing walls and reinforced with clear, tight, level manner. Weld, bolt, nail, or screw all connections as required b the 5. Provide expandable neoprene joint fillers at all horizontal and vertical Comp q Y joints where construction meets dissimilar materials, at all electrical outlets duct ble Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<0.40) #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. ' Accepts p 9 9 ASTM A 78d or rust inhibiting paint Type 1, II, or III. g 6. Provide fabric and/or metal flashing lapped minimum 4 or 8 inches and through and including No. 12 for a glazing area of 25% (UF<0.27} 8. Footings to be continuous and reinforced with min. 3 #5 bars T & B. 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 g b. Applied Insulation and Vapor Barrier shall be installed so as to maintain additional reinforcing 2'-0" each side or corner. 1. Structural framing to be structural members Douglas Fir Select Grade areas.7. Provide metal flashings lapped minimum 4 inches and extended and provide continuity at sills, corners, plates, etc. 9. Walls to be continuous and reinforced with #5 bars each way at outer C. Synthetic Sealant and Weatherstripping shall be provided and installed face 12 inches on center. Lap bars 36 diameters and provide additional reinforcing. No. 1 or better, minimum 1250 psi Fb for repetitive use, and 1450 psi 'Fb for beams. 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. 2. Wall studs to be no less than 2"x4" or 2"x6" nominal placed at 16" on 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. $. Provide metal step flashing lapped minimum 4 inches and extended /1 11 U 11 I1 Jl Floor joists to be 2 x10 or 2x12 nominal laced at 12 or 16 on center minimum 8 inches vertically and 8 inches horizontally at chimneys, skylights, or inches on center and extending into wall a minimum of 24 inches. p d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the or other spacing as indicated on the documents. g y g yp 11 . Openings in concrete shall have a min. 2 #5 TIB extended 2 -0 past 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 installation of base plate. Lap shield 4 inches at each joint or corner. PART F. INSULATION: 1. - R-10, 1" rigid styrofoam, at foundation walls or simulated stucco. 12. Top of foundation wall shall be set to conform to framing base plate. 5. Base plates to be anchored to foundation wall with approved Simson 1. All insulation to be rigid styrofoam by raw or fiberglass batt by Johns 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. Install/set 18 inchi long 1/2 inch diameter "J" shape anchor bolts at 4'-0" on center. Set ha 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: 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 a. - R-10, 1" rigid styrofoam, at-foundation walls or simulated stucco. 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. recommendation.. center or other spacing or size as indicated on the drawings, b. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. 13. Install/set 18 inch long 112 inch diameter "J" shape anchor bolts, spaced 7. Rafters or trusses are to have minimum 2"x4" nominal collar ties set at C. R-19, 6" fiberglass batt, at 6 inch walls. 6. R-19, 6" fiberglass batt, at 1 st floor/basement ceiling, „ or as required by field conditions to accommodate variations of finished and and quantity as required by base plate locations. maximum of 4 0 Rafters center. „ 8. Rafters and/or trusses are to be notched at the to of tthe wall double d• R-38, 9;; fiberglass batt, at 2nd floor ceiling return. heated/cooled areas. 14. Provide 1/2 expansion joint/bond breaker material between concrete plates) adequately attached to the wall/joist framing, and securely attached to the e. R-38 9 fiberglass batt at general attic ceilings and partial walls. e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at slabs and adjacent concrete or masonry wall construction. y f. R-19, 6" fiberglass batt, at 1 st floor/basement ceiling, framing with Simson or equal hurricane connectors or tie downs. 2. All interior walls at all bathrooms or "wet" areas windows, - 0.3 CFM/Lin.Ft. at sliding doors, and - 0.5 CFM/Lin.Ft. at hinged doors. 15. Finish exposed concrete smooth at slabs, broom finish at stoops, to be insulated with non with Max. U- texture finish at walls, or as required b the specific location. Apply non slip finish riot 9. Ceiling joists to be minimum 2"x6" or 2"x8" nominal/ spaced at or foil backed batts. f. Window glazing and door units shall be insulating typeq Y p pp Y p p 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 ri-after framing. 3. Install units in uninterrupted lengths, lap, as required by installation 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"x8" or 6"x10" Micro conditions and attach in a secure manner as per industry standards. p Y 25 and an R of 4.0. Lam, or as shown on the drawings. 4. Provide 4'-0" insulation return at ceiling of first floor at the perimeter of • g. Exterior doors shall have Max. U-Factor of 0.58. depth of 4'-0" bellow the proposed finish grade elevation. the second floor level. insulate all soffits below heated areas, above crawls spaces, or basements, or similar areas. p i - REVISIONS 4��� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES ��� �® �O PROJECT AND LOCATION: �` C, Af PROJECT AND LOCATION: a Q 'iS� SLC STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. OWNER, DEVELOPER, AND CONTRACTOR: SUMMIT ESTATES _ ir 0 1170 Broadway,Suite 1115 o NewYork, New York 10001 -Tel:212.683.9404105•Fax:212.683.9580 SUMMIT ESTATES MASTER PLANS FOR o . GUSMAR REALTY CORP. - s 0 ° l). 9WN k � � ,r-ts's� 1 , ° l c 1. - - - - RESIDENTIAL DEVELOPMENT THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH 13-77 37TH AVENUE �fiF ; ., f C� - . _ ... ..._ .. ! : �, . .0,1JS�7RtlC.��-cz� - SECTION 2 LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 LONG ISLAND CITY, NEW YORK ___ - -- EAST MARION, NEW YORK 11939 FAST MARION, NEW YORK 11939 �� �'0 .y2�0 Building Department Notes, and Project Specifications, Sheet No. 1 ZIP 11101 - - . _- �. „a 9 p OR N E.`N i BATE; 7. Kitchen' and bathroom accessories to include towel bars, grab bars, 2. Roofing system components to be UL listed products and components PART G. INTERIOR FINISHES: P p soap dispensers, soap dishes, tooth brush holders, clothes racks/shelves/bars. etc. with a flame spread rating of less than 25 and a smoke contributor factor of less than 1. Sheetrock at living, dining, halls, bedroom, and similar "living" spaces or as required for the specific room or area. Selection to be from building standards. y areas to be standard 1/2 inch gray/white boards at all areas. except showers, laundry q P g 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), powder rooms (at sink and water closet areas),, PART I. INTERIOR STAIRS: color components, as required from building standard selection. Component design INTERIOR FINISH SCJfEQULF and similar areas. Sheetrock shall be U.S. Gypsum or equal. 1. Interior decorative wood stairs and matching railing(s) to be is to consist typically of 235 pound timberline interlocking multi color shingle pattern, A Main Entrance Hall or Foyer Area: 2. Sheetrock at bathrooms (except shower or tub areas), laundry rooms at edge drips, flashing, water seals, fasteners coordinated connectors and other ( P ) Y { prefabricated wood units ready for installation and finishing. specialties1. Floors; hardwood, optional Pergo or marble . washing machine areas), powder rooms (at sink and water closet areas), and similar 2. Fabricator to perform all required field measurements and adjustments 2. Walls, ceilings, doors and trim; painted, optional stained door and trim wet areas are to be standard 1/2 inch water repellant blue or green/grey boards at all 3. Install ice shield and underlayment (15 Ib.) felt flashings, stops, isolators p 9 9 Y prior to fabrication and assembly. All units to be glued and screwed complete self 3. Stairs; stained oak treads, landings and railings with painted risers, 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 balustrade and trim d stand and industry y ars. or equal. a. Stringers and risers, No. 2 select finish grade pine lumber, ready and in uniform, B. Living Room, Great Room or Dining Room: 3. Wall board at bathroom showers and/or tub areas and similar wet for paint 1 rimer pilus 2 to coats latex/water base color coat). 4. Install typical roof system components, including shingles flashings,p ( p p p ) � 9 , 1. Floors; hardwood, optional Pergo or marble drips, shields, caps, etc. in uniform, straight, level, and proper method. Provide for and/or subject to mold areas to be standard 314 inch or 5/8 inch waterproof non toxic b. Treads, balustrade, and railing(s), No. 2 select finish grade oak P p 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 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 industry C. Kitchen or Breakfast Areas: l hi s with continuous l Flash all valleylap shingles.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. 1. Floors; resilient tile, optional hardwood, Pergo, ceramic the or quarry tile t and flash notch Cut out,, , components as required to accommodate roof with or without shower areas. � wood units ready for installation. 5 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 4. Sheetrock at all boiler or HVAC area ceilings and framed walls, and at all 4. Fabricator to perform all required field measurements and adjustments hatch, plumbing vents, skylights and similar penetrations as required. Cuts to be neat 3. Cabinetry and built ins; composition units wood doors and sides d i r Flash and caulk as required.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. plastic laminate counter tops and back splash, optional, wood base 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. units, glass/wood doors, Corian counter tops and back splash or ti t e rid s Flash all valley , ridges, penetrations,5. Sheetrock at all interior building walls adjacent or congruent with the a. Stringers, risers, treads, No. 2 select finish grade treated fir 7. , chimne s Y , and similar work or marble counter tops and back splash garage area to be 2 layers (1 at each side) Fire Code "60" or Type "X" 1/2 inch lumber. items with .020 colored aluminum flashing. Exposed flashing to be color coordinated D. Rear Entry, Mud Room, or Laundry Room: to the roofing system. Start valley flashing with continuous rows 3'-0"' maximum of 1. Floors; resilient the optional Pergo ceramic tile, or quarry tile grey/white boards. Sheetrock to be U.S. Gypsum or equal. b. Railings, No. 2 select oak with hardware. { ) shingles. Remaining valley to have separate lower color coordinated as � � ' 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 flashing. asphaltic 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 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: E. Garage Area: t frame, back board, No. 2 select finish rade 8. Extend flashings minimum 8 below ridges, valleys, etc. and 4-8 inches 1. Floors or tub) areas as follows: a. Stringers, reads, g vertically at chimney, etc. Set flashing tight to sheathing. Provide flashing collar at roof , smooth finish concrete a. Great room, living room, dining room, bedroom, kitchen, powder pine or oak lumber ready for finish (frame and back board panel only) with 1 coat g 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 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 where required. 3. Overhead door, unfinished receive a minimum of 3 coats tape and spackle, sanded and blended between coats 6. Stair dimensional requirements to be as follows: F. Powder Room or Partial Bathroom: at both non rated and rated construction. a. Decorative stair(s), 3'-0" in width, maximum riser height 7 314 PART N. DOORS AND WINDOWS: 1. Floor; resilient tile, optional, Pergo, marble, ceramic tile or quarry tile b. Garage, finish storage, closets, and similar non living areas to inch, minimum tread width 10 1/2 inch. ceilings, , 2. Walls doors and trim painted, optional stained door and trim 1. Exterior single hinged and double sliding door units, whether left hand or 3. Vanities and built ins; composition units, wood doors and sides, plastic b. Non decorative stair(s), 3'-0" in width, maximum riser height 7 3/4 right hand, shall be vinyl clad, woad units as manufactured by Andersen) Windows and laminate counter tops and backs lash optional, wood receive a minimum of 2 coats tape and spackle at both non rated and rated9 inch, minimum tread width 9 112 inches. Doors. Each unit shall have 3 screws 4" brass hinges 3 per leaf which shall have non splash, p base units, construction. C. Attic/access stairs, 2'-0" in width, maximum wrung spacing V-0" mirror/wood doors Corian counter tops and back splash or marble C. Boiler room ceilings, exposed framing, and similar non living g P g removable ins for all outswin in doors for security P P 9 9 y pur oases. Provide areas to receive a minimum of 2 coats tape and spackle. minimum tread width 4 112 inches. weatherstripping at each door unit, including the astragal at pairs of doors. Units shall G. Bedrooms,counDen�Off ce or Bonus splashps and back Room: d. Attic, storage, behind cabinetry/built ins, and similar non habitable be lazed in double paneled glazing units tempered where required b Code PART J. PREFIINISHED VINYL SIDING: g P g g P q Y , 1. Floors; underlayment and carpeting, optional hardwood or Pergo areas . required, 1 coat tape and spackle. hermetically sealed with Argon gas between the panels. Each unit shalli have a scuff 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 7. Door frames, window frames, trimmed openings, and similar areas to 1. Vinyl siding system to be as manufactured from a single manufacturer. be building standard colonial 2 112 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 11 3/4 thick. All H. Bathrooms: 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 shlall be finished 1. Floors; ceramic tile floor and base, optional marble floor and base, 9 9 having extruded/formed vinyl cladding to meet AAMA 605.2-92 standards. Color of quarry the floor and base, or Pergo floor and wood base casings with matching stools. 2. Siding components to be uniform in color, texture, and pattern. Provide cladding to be selected from building standard selection if other than white. The 2. Walls, ceilings, doors and trim; painted, optional stained door 9. Rooms and areas scheduled for paint finish shall be spot spackled and single or multi color components, as required from building standard selection. interior of each door unit shall be finished and stained or painted as per direction. The P and trim, 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 p P 3. Showers,atal ceramic tile, marble, or quarry the walls doors shall be bored to allow for the selection and matching of dead (bolts and lock 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 g tubs area, and similar wet area(s); ceramic tile, optional, 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 marble or quarry tile constructed of solid brass in standardconfiguration. 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 ar4. Vanities and built ins; composition units wood doors and sides ors spray applied latex non staining rimer and a minimum 1 coat building standard Y y 2. All windows shall be vinyl clad double hung ' field installation. Fasten secure) and in uniform level and keyed manner. Y g units, except basement , plastic P Y PP 9 P 9 egress casement, p laminate counter tops and back splash, optional, wood base units, satin finish trim color. 4. Installl typical field components, including shingles clapboard vertical g as manufactured by Andersen Windows and Doors, and shall mirror/wood doors Corian counter tops and backs lash or marble 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 P P g counter tops and back splash stain finish shall be sanded smooth, stained with building standard water base color expansionlcontract:ion as per manufacturer's recommendations, and as per industry sashed units with sizes and model numbers as indicated on the drawings. Each unit I. Corridors and Hallways (First Floor): shall have steel and zinc sash locks and spring balanced block and tackle hardware. 1. Floors; hardwood stain and finished with 2 coats non staining water base poly urethane. standards. Provide weatherstripping at header, intermediate rail and bottom rail. Frames shall be 12. Interior doors to be standard 6'-8" height, width as required, Lewan type 5. Cut out and notch components as required to accommodate hose 11116" thick at jambs and sills shall be 19/32" thick. All sashes shall be 1 3/8" thick. J. Corridor2. s Hallways doors and trim; painted, optional stained door 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 (Second Floor): veneer stainP rade flush ane! units. tight to component.. Flash and caulk as required. Sash units shall be glazed with double paneled glazing units with Low E glazing 1. Floors; underlayment and carpeting, optional hardwood or Pergo g 6. Com fleted system to be neat weather tight, and aesthetically leasin panels, hermetically sealed with Argon gas between the panels. All sash panels shall 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 13. Door hardware to be building standard brass or chrome finish P y g y p g' have simulated or clip on divided lites. The pattern of glazing lite divisions shall be K. Closets and Similar Areas: components (master keyed) as follows: consistent throughout the dwelling. Vinyl cladding to meet AAMA 605.2-92 standards. 1. Floors; match to related room a. Exterior doors, basement doors, garage doors, and similar units: PART K. SIMULATED STUCCO SIDING: 1Simulated Color of the cladding to be selected from building standard selection. Interior of each 2. Walls, ceilings, doors and trim; painted, optional stained door a lock set, dead bolt, door stops, strikes, or as required. . stucco siding system to be a complete system as 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 L. Attic and Storage Areas: nd trim standard selection. required. including all insulation, flashings, vapor barriers, vents, etc. required to complete the 1. Floors; subflooring unfinished 3. Door hardware to be Schlage, Sargent or equal supplied from a single 2. Walls, ceilings, doors and trim; not applicable C. Bedrooms, bonus room, bathrooms, and similar areas: latch set installation. manufacturer in bronze base metal and finished as per owners selection. All pass M. Basements, Crawl Spaces. and Similar Areas: with emergency release, door stops, or as required. 2. Completed system to be uniform in color, texture, and pattern. Provide g Y P q d. Closets, storage areas, attic access, or similar areas: 'atch 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 1. Floors; smooth finish concretehardware will be supplied b the Carpentry Subcontractor. An doors that are rehun pull knobs, door stops, or as required. Component design is to consist typically of flat wall areas, window frame trim, quoins, pp Y P n' Y P g 2. Walls; natural concrete p P q will have butts previously installed and will not be supplied as part of the loose 3. Ceilings; partial sheetrock, and unfinished e. Basement egress doors: quick release handle, pull release, pediments, single or multi pattern, end straps, drips, flashing, water seals, fasteners 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 4. Stairs; natural unfinished 3. Install all flashings, stops, isolators, insulation and similar components manufacturer to the satisfaction of the contractor. 0-S. Not Used in this Group 14. Areas scheduled to receive random hardwood (oak) no. 2 or 3 select to g � P P P have additional sub floor nailing. Flooring to be nailed, sanded smooth, and finished prior to field installmfton of color/coating system. Fasten securely and in uniform, level, T. Optional Roof and/or Facade and/or Interior Wall with Bonus Room Area(s): with 1 coat building standard water base "color" stain and 2 coats clear coat water and accepted maniner. U. Roof and/or Facade and/or Interior Wall without Optional Bonus Room Area base poly urethane top finish. Allow minimum 24 hours dry time between coats and 4. Installl typical field components, including adhesive, membrane, flashing (s) minimum 48 hours load or occupancy time. insulation, ornamerntation, etc. in uniform, straight, level, and proper method. Provide 15. Vinyl the to be building standard 12x12 x 3/32 units in selected color and for expansion/conitraction 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 hosie 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 PART L. PREF=INISHED ALUMINUM TRIM, GUTTERS AND LEADERS: cabinetry, mouldings, etc. 17. Carpeting to be building standard smooth finish nylon or wool material 1. Alumiinum 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 frorm 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. Instal I 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 and 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 aut 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. Completed 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 ccomplete, including underlayment/felt seal down shingles, flashing, ,n and similar hardware. ice shields, stops, isolators, etc. required to complete the installation. REVISIONS .�'Ea� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. � ®� 10 f PROJECT AND LOCATION: PROJECT AND LOCATION: `�, �tie� �. STELCO RESTORATION AND WATERPROOFING DEVELOPER, _.;.� ;, .. tP, ' .. 1! ./�a..� f °?` .. - TECHNOLOGY 11 OWNER, D OPER, i`f' kF ::y�; Q LO AND CONTRACTOR. - SUMMIT ESTATES / aw 1170 Broadway,Suite 1115•New York, New York 10001 •Tei:212.683.9404105•Fav 212.683.9580 GUSMAR REALTY CORP. / RP 1.. f SUMMIT ESTATES - MASTER PLANS FOR �� �, � ,� s�tco ':` : I"ti v - AN �� �r��V`/�•i����. 1 �i� RESIDENTIAL DEVELOPMENT THE IMPERIAL II A ONE STORY CONTEMPORARY RANCH 13-77 37TH AVENUE -w2 _.. SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 ` LONG ISLAND CITY, NEW YORK _..�r.13,0-' p� _ /SSJ�� . ��� G`.�/�- ��'� � d� ___ --" - EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 �;�. r-. , ZIP 11101A. p ,a22�Q . Project Specifications Continued, Sheet No. 2 op Nisrl DATE " . :; PROJECT AND LOCATION: SUMMIT ESTATES -MASTER PLANS FOR THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 EAST MARION, NEW YORK 11939 ........_,--- Dwg. No. Description G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions O of the Project, and General Contract Notes _ G-2 General Contract Notes Continued, Definitions and Standards, arid Project Administration, Special and Supplemental Conditions L RS-1 Project Reference Standard Details EN-1 Energy Compliance Requirements and Details \ _-- PS-1 Building Department Notes, and Project Specifications, Sheet No. 1 PEA Building Elevations and Schedules YJ @ , _ PS-2 Project Specifications Continued Sheet No. 2 x �.-,. � x � ������� �/ _. Q � p _ , PP-1 Foundation Plan, Notes and Schedules 3.-- -_ _ _ --------- '-�- ` " C --_ N PP-1 ALT. Alternate Foundation Plan, Notes and Schedules �,� ,� PP-2 First Floor Plan, Schedules and Miscellaneous Notes _t \ r T r fi � S I I II I I SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 � I F TYPICAL BUILDING� S'O14^PONENT IDENTIFICATION LEGEND rwi 1 x-1.1 1 1. Reinforced concrete footing 2. Reinforced concrete foundation wall and rigid insulation �► ^ /7 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular fill -- - - --- - - 4. Anchor bolt, hurricane or seismic strap, tie down, or similar unitr rI 5. Metal termite shield 6. Steel pipe/lally column, base/top plate, and bolt system -� 7. Micro-lam, wood, or steel beam/girder unit /_0 / 8. Platform ribbon, bearing plate, and insulation system 9. Wood or alternate engineered unit or joist unit(s) 7- _,40.-L4\IA7101V 10. Plywood CDX wall sheathing and Tyvec system 11. Thermal insulation, batt type 12. Thermal insulation, rigid type 13. Wood stud, base plate, and top plates wall system 14. Decorative vinyl siding system 15. Gypsum board interior finish and wood trim - lO I lJj 1 16. Wood roof rafters, braces and collar tie systemlr 17. Hurricane or seismic tie down, strap, or hold down system _ �f 18. Wood ridge, hip, or valley framing units Q 19. Plywood CDX roof sheathing and underlayment system 20. Thermal ice shield system ,, 21. Perimeter roof venting soffit/fascia system 22. Decorative asphaltic roof shingle system A 23. Metal, fabric, or shingle roof flashing system 7 I / O 24. Roof/attic end vent unit 25. Structural roof framing ridge pole/wall and bearing plate system O 26. Wood or metal blocking/bridging system c -- --� - 27. Typical header and multi stud/jack end bearing units it i SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 EXTERIOR FINISH SCBEDILE AA., 1G `/ A Vinyl horizontal siding system 3 B. Vinyl vertical siding system Q C. Vinyl decorative shingle siding system D. Vinyl shutters E. Simulated stucco and insulating siding system F. Vinyl clad insulating glass widow or siding door unit _ -- G. Metal clad or paint grade decorative entry door _ H. Aluminum gutters and leaders or soffit system _ -_..... I. Vinyl clad fascia, rake, soffit or trim system i - J J. Vinyl roof or attic vent -- K. Decorative roof shingle system � Cor/F0/l� - L. Metal flue cap, spark arrestor,and weather seal unit i - "' ?I/�M Treated wood deck, stoop, stair or porch unit ..•N. Treated wood deck railing system LLil 0. Painted wood porch railing and decorative post system /�D /�, t/l/ L!/,1 "T/f /� FAL [�/f�( !Y1�; ! P. Non slip concrete and masonry stoop, pad, and/or step unit ! _ Q. Decorative brick masonry chimney and cap I R. Optional trim package"A"vinyl shutters, trim,fascias, soffits and fiberglass plastic porch posts, railings, balustrade and gable/roof ornamentation,front Rk 0#1 a'SCc4p WIN 0 0 V%r elevation only S. Optional trim package"B"vinyl shutters, trim,fascias, soffits, and fiberglass N M plastic porch posts, railings,balustrade and gable/roof ornamentation, allO _�_ i"W y t I / V elevations 3 T. Optional roof and/or facade line with bonus room area(s) U_ Roof and/or facade line without optional bonus room area(s) V. Optional colored seamed metal roof ONS.`?' T�IS ._ W. Lattice at porch . -�X. Fiberglass ornamental detail _-- - --- ------- �--� - ---- - _- - . IT W_1 I f f IL = � ► � I I � I � _ �� � � II t � I I } LiL - I 1 ll Q p'r11;r�C 6'?01',J- P Scale ; 4 REVISIONS 11 BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. 7 or- PROJECT % l - PROJECT AND LOCATION: PROJECT AND LOCATION: `y,t,�'� � ' coyr� STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. --ro ��.0 .6: ..I 'Jr� l')L-Wt�_4�9..{51�I.-ROVAL . _ OWNER, DEVELOPER, AND CONTRACTOR: --- SLC v � sU :J - B „ SUMMIT ESTATES MASTER PLANS FOR c, e 4 } SUMMIT ESTATES ,, 1w 1170 Broadway,Suite 15 New Yo New 10001 Tel:212.683.9404/05 Fax.212.683.9580 ., STELCO wa S • York,N • GUSMAR REALTY CORP. - Anlr 1�=� at�I.InJr~ -� �caR .PRS`tl .' _ -.. RESIDENTIAL DEVELOPMENT SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, & 22 k •� �1 '" THE IMPERIAL II A ONE STORY CONTEMPORARY RANCH .- 13-77 37TH AVENUE �' �� LONG ISLAND CITY, NEW YORK - % � " - - Gn1� ,eL �I 4".0 �0����� �1 � - SECTION 2 LOTS 11 THROUGH 23 EAST MARION, NEW YORK 11939 Q IP 11101 3a - �� _..._ .._-. .- ...._ _ EAST MARION, NEW YORK 11939 �, �� Z __ -- - 1?..•%4 Building Elevations and Schedules 0 IL a tai , DATE: (o -2G-- 012 NOS ; PR©Vr> '' CCA/er / I 2 x g AA)4 L40/0&A Cf�� eoNC. l'Ar� (Srn1CLE � I ,��` ,��e✓, cU N,�L�v.s�>�. I >_ � "QO 4z; �� 2 x 8 L���E� ----,...� AR�AWA �, 1J� )/T's � DPT(ONq(. . x I B04TE0 /�j� o� D��/t /-1Ei�V� TECO A4 A)G L- �,�►��l A rg y (0V5R,444 z?lM) 57! q rio WASTE 6 INS EX17AS PER 112.r, � 5IAju 5ro+ ► l217fr I l3�3�rr S''P,% SYSTEM — �ocA�'r�n1 I WAI�l�P1��fC 121 'r - .— _ — I �� t A. — t 4 I F_Q, Fes, 0 SEA - - — — — �-- ; „ I �-- — — — — — — -- --r 2-2X/a 10 A61toF. CQNC_ � �-- -1 (D�'7/oAJAL)5jf+)cAAMING �- �— — �' Application filed for work at this lot only -j / , ��x>Er�N,a` y T L � I�� I 7 ! � � 4L►� � � J C�2f/"�+Q/'V�E/�G 5������p� ., .._•... ._, y = VES E10 ' I I -k-s s-r�r� o gym-` ► cv oN 24 X /6; AE)OF °r �e t r I 2X /0 e, /6 G° °� �� 2x/Oil l ''a�=~:r 2x/0 /(0 O'C , 0 2x/a i� a c� ,. +� Now I r1 m / 'r A4 rrv. )00 5F 1- ��°Et�.Ss" oR + 1! Ii IN f��lr�ml6 S L .7-1i I X E4 k i , '�',F�l C. - m r r l 'f Ja E IV9 /�?` m �,lj `2_2 x/Q UlZ W,4 I 3 -G �c3 �6 -04 — - - X l�off rrG , -- u - —I r' 7ISI IS UAII r i —1 -- --� ► I 2x L —I 3�r 7y,41 rA ` x� r O ' 4,444 Co I l�� ► x x I ��1SLM �VT 2x10 /21 c , = ----------- Y, - W16 45e �A7° I Wl,v�v>�1 �CMES7"I G I 2 .lU ' / _-a��° _ - — - l cv oN 3' " '.0,, /r r . I WATL t 1 AlQT� Pov��� .w ,� C�, K5 73LIl�r=. CdNC, m a I ��/VI�TAj, GINE LA) �, � ALF 4 /�ErN enc_ sC w :,A. 4 , �0 CA TI — Un1n��t, P - „ _ ,�A aN 9• M /L 1/APor� �A��er/`/� L_ L N 11 1 1 T SU'YI��"� ioc�i7lonl, � � I �AS't.-Mt�'7' p6V+lbt�R �Yp�c�� � I c�n1 �" C1GAI� /9IGG, J AL(GN d a � CL EQRA�C-� t9 SEAL, Wo + T10i I } s' w SE 0� Ml!`l • /=oA S74r�, �h N v° 8 x !6 r 0 � Lc1CA(, I I - _ I poWL;A 5UPIcIL.�° � 2- zXtc� I � Q --� � Tr/0l C4% AT A �.L ING L 1N� E�17/z f , T+ I ► nj 2 x/O '-- — —— I L o CA7t 6N S I AS T'� 5- rr c G®a R�t rrJ A ' 7b r- I I ter/L l TY I —� r- /ra o� — — — Inl a a 1 z e I-.— — — — 11 1 I--- - GoM1A�VY 2 /+� �� ` ►- 2-22-2 x_Ifs S> of aTr l L --� I `9 �-- — — — — ---I L - — — — — 0 P FCS uN ID4�'1 ' f poi c/,� btl 4 6 L N g 4 M/N. — — / cz7 ; ,'r_M /,;';�r�a 1, i� >t�r� F^i`l r— VENT THRU ROOF ' i `fit ( 3"V /2 -7 ,�. God ? , a WA LL BG-LOW I 1 1 1 4"V 1 1 4"� /'aaTi�ah1 0� Q o ff11D1` /a `` 7WRour,Y40U7 i 1 1/4"V i2"V 1 1/4'V 11 1 4V I I " " I YV I / / I LAV I CLOTHES I I LAV DISH I I I LAV I F.A.I. I C3PCI,1>�1 G 1 ! , I WASHER I WASHE I 3 V I T�/° I I I WC I I I I I WC I I p TU8 I 1 1/4 W /4 W 1/4 I 1 1/4 W TU9 I O F 1/4 W I 1 1 I ! ✓ 4)AI E)(C 4 VA 7*6 L7 `..J _ `� T-Q V I ► �I C 1st FLOOR " - - 1 1 2 W \'/2 w1 1/2W 1 1/2 W 4" W I I To APPROVED SEPTIC SYS I ( FOUNDATION NOTES: HOUSE TRAP I I 1) Top of steel beam to align with top I I � of foundation wall. r SOL sL �� I 2) Top of wood / microlam beam to I I Aoz; 2;­#. 54AS ' � I align with top of foundation sill plate. x '-or L04G— ( ` ( I 3) Top of beam pocket to be set 1-1/2" I 8E40W t_,Q_L7 to 2" below bottom of steel /wood/ Note: Locate all plumbing vent stacks or _ �i microlam beam. vent lines at rear side of dwelling hidden from street view; typical for all similar work 4) Beams to be set on non-shrink I — ! — ! — — — grout. Shim microlam and steel I" O beam as required. r3.r 2� ► fir+ 34°-�,"► _.� REVISIONS �a� AReti BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.No. PROJECT AND LOCATION: y �� L. CO ��` SLC STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. OWNER, DEVELOPER AND CONTRACTOR: 2 1'' L� D. o /31�_ �L Il+� ANS_ , �.: >'. >� PROJECT AND LOCATION. SUMMIT ESTATES- MASTER PLANS FORsTELCo 1170 Broadway,Suite 1115-Newyork,New York 10001 -Te(:212,683.9404105.Fax:212.683.9580 GUSMAR REALTY CORP. SUMMIT ESTATES 1ah1 7 ...ctnl.l >=�r . ,f � . gal. . - .. .. .. _ RESIDENTIAL DEVELOPMENT THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH do - 13-77 37TH AVENUE SECTION 2 LOT NOS. 11 12 (OPP. HAND) 17 & 22 - _ �� _2 _ GS1vcP-AL .A61.)gsto�JS AIJ_,D Cco/:z01 .,1AT'o�- SECTION 2, LOTS 11 THROUGH 23 V LONG ISLAND CITY, NEW YORKL. EAST MARION, NEW YORK 119 - -- � - -- -- ---- EAST MARION, NEW YORK 11939 ZIP 11101 —�{= 3 c -p 2-- !S s�/�,>� 3iQ. coNsT lzor,-r)o/0 °�',� i o� � Foundation Plan, Notes and Schedules g13, Na, 112L. -1 :1 OF NSA DATE 02 .. PAS , w '6I lJrr /- " ... 3 °x s° MAN D00,IR, -- x /2"16E.c A/C. SON 077 ,OIC,! 12--2 — — ON 24'x 24 x J %3 - C� DdC� ASO Application filed for work at this lot only MIN - A A AWA�" A 7' ,6/c Cd Al��°rV�L � I I— -� op � L -� 2 X 8 L ED C� M� pP ate ITG x 0P7*/ON AL ` ,I ,dA�rT. r ,"� l ►r I DECD F CH E.I TE1,AA16S w,� � G rn�r (AVL /M7- q Qo I ,� eX/7- AS 1 SrS76M �, �r f fir+ 91'✓ —— —— _ �''��(�—� , . ,e , =err 7y?E x /oil (OPT 0 X7' A L �-- --� L -4 �I L I _ r �., r / ` Q' tt 1 04 . d P�61AIF COAI , A a �� e4. ® w - M —ASBARS Co�M. _._ 1CA 2X1 d .i�o 2x/ai 1 `rl0 ! o �� 2xiol dr�ar ., IC deo c�, I „ VOW owa � t 1J MINI 1,00 1." 0 - ' Ty sF er X C7146A y 6 p s FA4/V''atl�/<a C14 Biock(9) /6it �1�1� Jex) CQ I ! I � /���0• M �.,�5`� � II �e Fro h1 N ; ,4 I 2- ( UA). C-Pi W A, , C�oNC, A /4,�3yj — !� — — — 4 0 l0/� to 61/,vm `� I c.9 — 14/0 �.n .-I — - (`�`�F'1 __�2.x/O 4 /2"C'C I { II _ I 1 ` ? 3 x ' f ve 2 . O �ALLY 'COLM0i r ode rw� �I2 co ll 4ALLY Co 1-iO:A% LNC C o ! C - -- I / ' ,4 ? �r �. ,C' 1.4sx I',E'14r- r;QhfC_ I r EAWA� AS P� I'P'A 1/ 6,6 RC-INF ONO. SL,A6 � `i;W). .CONC —N I PRr� u/>7�aN 2-2 oto __. ..__ Go cA T/D� a rg — tit �; _ �'.L VVoR -- --,- _ SCSPIDLY LOCA7104 f�AS�i� '7` Wt)> TYPIIE& oN 6 °' ILL 1 'l ICOM CIA rpt U. — — - ® � � 19 lr A L 16N "._.._..._.. G 8- ! SEAL I +� La IC CLEAd ,4>n rt'x IG11 7b 86 Oer�Am POC,96-T 2-2 x try O, I LING � � I x/o -- -- — Ir' t ��l' Ta :- xlp_uti x Gari ra071 L III N �t ero s '2-2 ISO I I — — «� ' v � C- 'j AIV f� CA OV/0 6 ..___..,...y. ,r I I /0 �' O � �`- :��� r� crc, up ,OA A f--r,e�,A WA 4 g [77:�j7 VENT THRU ROOF f / Ir irr A'7NALOOM RAOV10e �� t �����; 3•T 2 � r /2 7 /3-3�2 t r�. � � /° .;x , Pum a Vv r e�t �' � ,f� F /.{ I I p/•},, / h.1F Fp7— ' - C.: ��`�Fi0-^��� �l- �'J s _, e s�-._ :),'ash � ✓�'1�f�1/`"�"a!a�i°�„�, .. � 11 1/4"V 2"V 1 1/4'V I I I 1 1/4"V 1 1/4'V . I 11 1/4'V 1 1/4 Vi / ' I I I 2V ,7!y�=:'��r; � I1 1 4CLO11iES f LAV I LAV DISH I I LAV F.A.I. c_ r . �o a('Z. � � � � I WC ( I WASHER I I `c� wASHE I WC I I r — 3'V ._ � I I 11/4 w 1/4 . 1/4 I � 1st FLOOR � TUB / lU8 II � i I 1 1 2 w 14. w 1 1/2 w I I 1 1/2 W 11/2"w I Cl te CA VQ .� I fel 1 A,.( l'r: .. / t # �4L TE't�./��A' G 4" w TO APPROVED C.O. SEPTIC SYS HOUSE TRAP �/ �: FOUNDATION NOTES: I I r ' /a-r F� I + I 9) Top of steel beam to align with top , . 0 .rc! f EJ ioy I / "� k. '86.LOlr�l GACA"r' I I I of foundation wall. FL-LJM 5 W G ) E /�$d k�) _ �' 2) Top of wood / microlam beam to �oc align with top of foundation sill plate. 3) Top of beam pocket to be set 1-1/2" Note: Locate all plumbing vent stacks or to 2" below bottom of steel /wood/ vent lines at rear side of dwelling hidden from street view; microlam beam. / -• _ typical for all similar work '. ,a 4) Beams to be set on non-shrink �' ®1 7-l�l fJ/ A vt It�l _ — ' 4 A. LT grout. Shim microlam and steel �-- — — — -- beam as required. STE FR�iNli��t� I " MEAfT' - 9'..� . - ... AL3” 2 I ' -- REVISIONS ¢ AI' DWG.NO. ( �O BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES - � PROJECT AND LOCATION: PROJECT AND LOCATION: * +�'� x,5, 1'*, -- TECHNOLOGY CORP. OWNER DEVELOPER, AND CONTRACTOR: -� -6�- 0�. - lSS��D �:�' o •�`...�'�.�....���I!'��-,_�N�_ ,0.�..P.�..�..�.r��._ _ �� � ��'� STELCO RESTORATION AND WATERPROOFING RACTOR. Z - SUMMIT -NATES- MASTER PLANS FOR 4i ti STELCO 1170 Broadway,Suite 1115•New York,New York 10001 -Tel:212.683.9404/05•Fa.x:212 683.9580 GUSIVIAR REALTY CORP. - °° - /Nr '7 .�.�1� r�► . Jl i�at. _ . . ...... _. ....- SUMMIT ESTATES - -� - ENT THE IMPERIAL ll, A ONE STORY CONTEMPORARY RANCH 13-77 37TH AVENUE RESIDENTIAL DEV=LOPM __.. - - SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, & 22 _...... .�-��9 �• P.:�:.� . ..,. �.�hJ0� .��. �,�V/,_�e1c �-1 : A00 ..G���'� ,. r1��t�°, •.�,.�� _.. SECTION 2, LOTS °.1 THROUGH 23 LONG ISLAND CITY, NEW YORK EAST MARION, NEW YORK 11939 r AL TEXA/ATE - .. _. . ,.,. �.-. :..... .. ,n.,. ., , �.* ............. ....._ _ EAST MARION, NE`t�"v'YORK 11939 _ _ tip• �1�2 o Foundation Plan, Notes and Schedules ALT. ZIP 11101 -- _ .--- /,�,�'�f�_� ��;��� �. a�;��, ,fir � -....1 T�`�`�. ..�11`:� A ,, � DATE• G 2(�- ® 'Z r _ J L�. JCA D 5714- -�— @ L-:AC/4 STAIR, 5C/PtPO(�Z7 TYl° q° PeR S b6 NT- --- �i EF � 'RA I L_I r. /� 4,I 7 /2 anf I �/ -a - 13 - 3�i ,�ciREr4.4CIE UN/7- AS / 4;: UL . COP rta�A� ) SOLO/< & STE I-�S 1 STl N6 ,Q N UNIT 70 CO/17 j�L " CCA — STAN 0 A r2 o C c� NJ PN/L-W YO (W 5-14{E 'L N&�.YIG��6oDC x8 , rW o o 0 SrE'5 O � 4 x4 w000 P'o57 IF n)a D0K �'�r o; — 2L S� � I ►I I — _ FLUE 714' aM �I +� II c� ET 2�` II f- — F3EW STt+pN�, Ir � II /G 'f0I Cell L1+ !� — — — L __ — — — — -1 — Q r _ _ I4)<4 - 2o5�-'n 305 285�� Q 3v �o� �n �I p cam. — — - - ____ _ i� m- oT � - �1. ' I 2x I r' �+P�v I i� qX4 I „ 3.2X4 �AsE / 4TE 2 P057- \Q �'i/Q E<41F,a S�; I - tc- �J x - �ai ��'� t _— - #� M — — — ��.. — — 3 i m 3.2xq — �\ „ 4x4 INr�c�ra D@ " " °r IS���� �' S�1�r �1� 8rr � g��� l2 �lD'r 5 .r ,SASS 1�4�t: 212 �� j1+��► �� �� ILL-- — — — —►7 6 xl� tel.lr ,Pl, , IG v,G Ixq A1000r .70 ,v/P ' bT�?lsN�► ► I 4x4 I gyp " �� ,c 4 r� I�Ay` iC�lt: lhl � �, ' IL__ 1- 2�? 11 f - (Fit-JAL 10TCr-!EN N I I I---'� �=it �I ` �y aV (�• f;)0;:5'7'5 I LA1°Ddr7,08ECJEft) eo) o I s I �I l� 11 Jp � i( ,n M:s -k 4 o6 LIVIIVIG Rc�oM I�11"C���1 B�pRoc 11q 2 ' i� r f l c7 N I S, 2x8 G� 2xS c,T E " - II Nn 12K/0 C.T �c I _ ,- 1 ,r/d� � ` 1( eirC � N — JC OrC, Q C' cS(, /iJt'? -7 5L II- -- �a t Q r rr Q .0f) f N 2 _J o,�l /�-O ,Ul(�1 C�.�, 6 0 6 8 SC I�C� m � � • � — — ----• —— — �° �i wb Poi? c� C �' II ` �T� rJ/N 4 O" Lea, 62 ALS. Ocv 1 a P,9 15rk4R1AJ(J 2 x/0 i 1C lhI \ Veil 2468 l ( ' (I @ /6'10,� a 1nliLG, , JE_L 100�l(�t: 1-�. �l� CGCw, If 2 9�- - �,8° CLG' 3 i_ 40 ! C !2' o,C, ► p - II 4X4pbs? J.. 171 o �J� r J , N C'Jr I I i f 4� T, o XIS S - , S. W �� 2 f Z PA0v1 )E Z X 4 AA1SCt9 i ,� �� NI S 0 - _ �� fi, �PG�r oRM FA4M/rVG W .� f/ I � It I i I r _ I -I- I 14 r u it S t r+ CL0S O I ull / G7'lNoc�� I^J L/ttNG 50/R,/ Ace 12-�6� � k l� ``'� �''�'` - i /6E8 I o — --- — I 11 ° u � � >���� ,GI.,Q/v Ta Act�fc-:Vc mAInt7r� rN.,. ,- r N r� �� I ` L�t�0 N;o a 6 CAr� _ P rl !?"V S cJ� ?icy 4x4 wood Pyr ' ' 60G8 SLI -- k 2xJo - As , EQUf��1 1A A77r/C AREA _ Ili I 3-2rc/2 Fog RooF u Jar' p 4 eP�'i�/���. T/ �It�tnpG� "� PIOV/r�16 2x8 RIM, A1066 I I I ) 11� I �� 3n J �« l3/ � „ ,► tin)��r-°e -'o c i4 EEI� WAc_,L _ � 5 �r �l 3�' 3t-7 4 �o ;o"C��, 11 �" 3 5 tom. s� #11000 FAAwA)I w/ 2x 8 �s 5- �,. _..._. . __ . 'EIVT �I l�`nl��l I��M- I� � i 1 N 3 0 14 rP, A Lt- Fi�on � M ST O SPE IA IHWQNTRACTORR REQUIREMENT NOS nr (:17 _12 x e, /(, 0,C' 12xa )6 ©! It shall be an unequivocal fact that all Trades/Subcontractors = c� ( : I shall be responsible to perform their work to meet all applicable; 312 c��, C ,]-" � Codes and Industry Standards, regardless of whether all items I are indicated on the Plans or included in the Outline Specification and Project Conditions. The Plans have been prepared and issued as an outline for the work and do not include non described N IN N rL.t ,, ,�0� or indicated Code Compliance issues. If there becomes any field condition or item on the Plans or in the Outline Specification rr a cca v SV — 5 3C?5 _ =Q that may prevent the Contractor from performing the Project Work I pN � J — -- ---- t to Code, they must immediately bring this to the attention of the (/�4t,t/�r CC No C. ---I-- Contractor to resolve. Failurre to report the condition immediately, SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 m I y i I CLAn1c�lN 3034 305 _ per this Contract, will make;the Trade/Subcontractor liable for SUMMARY OF BUILDING STATISTICS � �-.- — — all reparations to bring the work into Compliance or up to E IMPERIAL If _sr _ Q Industry Standard. In additicon, all scheduled or required Trades/ E = C�e� ./ aQ Subcontractor shall scheduile Building Department Inspection(s) 1. Occupiable (heated/cooled) Finished Areas: LI/�E �o�� I 4 for their Trade and be presant for the Inspection(s) until all work a. Habitable Area, first floor 2083 sq. ft. _ �ONC { LAt4D1146 _ _ _ is Code Compliant and satisfactory to the Building Department. b, Habitable Area second floor N/A sq. ft. 1 �T�r�� C. (Sub)total Habitable Area 2083 sq. ft. �N,orJ i - 1 1',AT� WALL 8 WALL �l� f. t'--- ►� , d. Optional Habitable Area N/A sq. ft. ��-�A�°tRS �►r . " 3�Z GALLI R�0/4' e. Total Available Habitable Area 2083 sq. ft. i� RA?�a l „ _I;v� ,� ►� 2. Non Occupiable (unheated/uncooled) Unfinished Areas: � „ u „ 20 - 10 3 8-9�2, . 12 -7 /3 - �Z P/REcop� GW�3 -- a. Non Habitable Area, basement 2040 sq. ft. CA rAcE Of f >MA�` SND I �� , 2 x � @ �� . I b. Non Habitable Area, crawl space N/A sq. ft. x $ @ l6 I C. Non Habitable Area, garage 510 s ft. ` G S EXTERIOR WALL FRAMINJG_NOTE: All 2x4 exterior wall framing d. Non Habitable Area, porch/stoop 63 sq. ft. G ARA c s 2 - CA t i - - C�"J t.t�� I i �f� o����� p shall/may be utilized at insulated siding system only; 2x6 exterior f , on Habitable Area, deck 109 sq. ft. I e _ _ GQ � � wall framing required othenwise at all other siding systems for Total Available Non Habitable Area 2722 sq. ft_ { PI"TN NYS Energy Code Compliance _. _._ _. ._ _ _ 8rr I'oUr° CJ mIt- U F.� `� �` �J� f`� l WINDOW HEADER FRAMIIING NOTE: At 9'-0"ceiling height, set r - �l�C A/0/Q c)O J I ��'w../l l Ll4/ / top of window unit for a fini9shed dimension of 7'-6"from finish t+ 1 ® � W/13aN/Q (D C4 Lr: �rr- ! rr floor to top of window unit. At ceiling height, set top of window f unit for a finished dimensiorn of 7'-6"from finish floor to top of ice+ 4 R£/r�1� CONC ,SLA6 '` r .� A�<;ry"!? window unit. Allow clearing for deflection, weather seal, etc. r� #lo%/o WWM )�f c - /d As required align garage window units to main dwelling units " 014 4 MIL VAPOR 5AA81CA � or as indicated on building elevations. G1RAN114AA F/C4 RE►N F. G06�' _ - .i~.. �'1W4ILL A7 Llnl Qr �ACIJ s►�rr ` c� 2) 2x4 �tC7F/QIG WALL ,FRA/''//N WAc. L �r L)7/�r xF r 47 /NSvC�J? si�rNq s�s�Fi� (2 ro 4XTFR)0/Z W,6(-L � � o Im --- -- r-- — ��N A j BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. /0 of / 0 REVISIONS PROJECT AND LOCATION: �y � cp A L STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. _2 _ ISSt.I�o Tv ?:�.( . _�R FI _A.f'!/' JA:G PROJECT AND LOCATION: �'c► OWNER DEVELOPER, AND CONTRACTOR: r - SUMMIT ESTATES- MASTER PLANS FOR �,Q 1170 Broadway,Suite 1115 New York,New 10001 Tel 2126839404/05 a � SUMMIT ESTATES sTELco wa S rk N •Fax:212.683.9580 GUSMAR REALTY CORP. - r -.-- -.- ..-.-. THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH .. . . . . ANr� 7') 0W RESIDENTIAL DEVELOPMENT 13-77 37TH AVENUE _.. - SECTION 2, LOT NOS 11, 12 (OPP HAND), 17, & 22 Rd��Q._Co� r�N r l�/A1 ,- .. t( - �-.�.- - ._ c��NL?AL l�C�i�If Nu A`-" -� SECTION 2, LOTS 11 THROUGH 23 LONG ISLAND CITY, NEW YORK .- EAST MARION, NEW YORK 11939 — 30 - o IScJ :r C= . .� 1J J � �° �°.(c�Ai. _ `�^ x EAST MARION, NEW YORK 11939 ,J.< , First Floor Plan Schedules and Miscellaneous Notes ZIP 11101 - - - Z :. 152 ✓'�0 --:,: .DATE: