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28558-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. - CERTIFICATE OF OCCUPANCY No: Z-30079 Date: 03/15/04 a THIS CERTIFIES that the building NEW DWELLING. i j Location of ,Property:, 610 CHOIS LA EAST MARION. (HOUSE NO.) (STREET). (HAMLET) County Tax Map No. 473889 Section 35 Block 8 Lot 5.19 F s Subdivision. Filed Map No. Lot No, conforms substantially to the Application for Building Permit heretofore 3 filed in this office dated MAY 31, 2002 pursuant to which k Building Permit No. 28558-Z dated JULY 15, 2002 i f , 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 TWO CAR GARAGE AS APPLIED FOR PER ZBA #5234 DATED 1/9/03 . P. �,. The certificate is issued to GUSMAR REALTY CORP (OWNER) �'..' of the aforesaid building. t i SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0096 03/10/.04 it ELECTRICAL CERTIFICATE NO. 3919 03/08/04 j PLUMBERS CERTIFICATION DATED 5/04 BRIAN BLATT i . 1 Authorized Sig ture Rev. 1/81 FORM NO. 34 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N Y. BUILDING PERMIT ''10 ' }: (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERkIT'NO 28558 Z Date JULY 15, 2002 Permission is hereby granted to: REALTY CORP GUSMAR LONG ISLAND CITY,NY 11101 for CONSTRUCTION OF A SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 610 CHOIS LA EAST MARION County Tax Map No. 473889 Section 035 Block 0008 Lot No. 005 . 019 pursuant to application dated MAY 31, 2002 and approved by the -Building .Inspector to expire on JANUARY 15, 2004 . Fee $ 1, 358 .40 uthorized Signature ORIGINAL ���Rev. 5/8/02 Form No.6 , TOWN OF SOUTHOLD BUILDING DEPARTMENT", f Ar TOWN HALT. f r 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I- Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn:statement&ornplumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building;industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. C{ B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic s 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. l j 1 C. Fees /// 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25 D0, Swimming fool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated,Certificate of Occupancy- $50.00 y 5- Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 / Date. 3-4-04 New Construction: Old or Pre-existing Building: (check one) Location of Property: 610 Chios Lane East Marion,N.Y. House No. Street Hamlet Owner or Owners of Property: Gusmar Realty Corp. Suffolk County Tax Map No 1000, Section 35 Block 08 Lot 5.19 Subdivision Summit Estates Filed Map. 9426 Lot: 10 j Permit No. 28558 Date of Permit- 7-15-02 Applicant: Gusmar Realty Corp. Health Dept.Approval: R10-02-0096 Underwriters Approval: I Planning Board Approval: Request for: Temporary Certificate Final Certificate: ellop (check one) Fee Submitted: $ 25,00 Applicant Sign'store 03/17/2004 09:04 16316982785 STAPLES SELDEN 313 PAGE 01 4is}r Nassau Suffolk Electrical Inspections,Inc_ SA Carel Street'Center Monche5 Ncixr,Yvrck 11934 •Tel:t 31-878-35U0 Pax; 631-878 3764 Apppllir.Ation:.3919 Date: 319/04 w Issued W. Gusmar Reality Group, Address:. LoWI I Chios Lane Villages E.MWon Introduced By: A-LtlrminatiortFIectic# 31411-ME s , was examined and approved up to the above date and was m compliance with the NEC • 3, .w Switches Receptacles Fixtures GF-J, Microwave -Whirlpool 28 48 38 4 j Fans - Dishwasher WashodAmps DryndAmps Oven. Carbon Range/Amps Monoxide � 2 Furnace Oil Gas Heat Zones. Smoke Ball. Detectors Transformers- r f es 6 i i Meter Amps Phase. Motors , 1 200A UG 1 Other Equipment: 1 Zone AC ut;Res. 7 its certificate must.not be altered m 2ny manner M. t i 17 i o�gUFFO(�-c�G 0 h Town Hall,53095 Main Road ry �' Fax(631)765-9502 P.O. Box 1179 Gy • �� Telephone(631)765-1802 Southold,New.York 11971-0959 II � BUILDING DEPARTMENT C TOWN OF SOUTHOLD 1 CERTIFICATION Date: aJ i b Building Permit 2"b SSE �ermitNo. /� Owner: Q -rU.517/C� 1Z � (Please print) Plumber: 1'PttJ 1� Pleaseprint) `f k I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. E zz- (Plumbers Signature) Sworn to before me this J day of Fel 20 Notary Public, - (IC.County Paula D,Noe--9a Notary Public,State of Naw York No.01NO6054422 Qualified In Sufto'k Caaaty (( Commission Expires 11/271<00�/ i t , i APPEALS BOARD MEMBERS �0$UFFO(�-co O Southold Town Hall Sou ld ' Lydia 0 y is A.Tortora, Chairwoman 53095 Main Road c .e Gerard P. Goehringer as Px .O. Box 1179 George Horning O .te Southold,New York 11971-0959 Ruth D. Oliva . ZBA Fax(631)765-9064 Vincent OrlandoTelephone(631)765-1809 r c r i http:!/southoldtown.northfork.net BOARD OF APPEALS Iii f.t . ATOWN OF SOUTHOLD ZEIN NGS, DELIBERATIONS AND DETERMINATION 1 P: MEETING OF JANUARY 9 2003 nli5- LD AppC`No 5234-GU5MARREALTY Property Location: 610 Chois.Lane,East Marion 35-8-5.19 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's property is located at the northerly end of Summit .Lane. T]re lot is shown as Lot.11 on the Map of Summit Estates,Section 2, and is,presently improvcd with a foundation (see Building Permit 28558-z which authorized commencement" of construction for a new house with a setback of 40 ft. from the front property line at its closest point). BASIS OF APPLICATION: Building Department's. September 27, 2002 Notice of Disapproval which stopped work regarding Building Permit 28558-z for a foundation at less than 40 feet from the,front property line. FINDINGS OF FACT The.Zoning Board of Appeals held a public hearing on this application on December 12, 2002, at which time written and oral evidence were presented. Based upon an testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The relief requested is 2.4 feet within a front yard area for an "as built"' foundation, located at 37.6' instead of 40' from the front line at its closest point (see survey updated September 20,2002 prepared by Young& Young, L.S.) REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood is primarily being developed with new homes 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than a variance. The property is a non-conforming lot i ' consisting of 30,000 square feet in a R-40 district. The "as built" foundation was iF Page 2—January 4,2003 ` APP1.No.5234—Gusmar Realty 1000-35-8-5.19 at East Marion x; placed at 37.6 feet instead of the required 40 feet. Without,a variance the applicant cannot construct the new house. 3. The variance granted herein is not substantial in relation to the code requirement. The distance is only 2.4 feet. 4. The,alleged difficulty,has been self-created and is related to errors in measurements by the applicant. 6. No evidence has been submitted to suggest that thel relief granted willhave an adverse impact on physical or environmental conditions in the neighborhood. &, Grant of tbeM1 reque sted relief is the minimum necessary,and adequate to enable the applicant td enjoythe benefit of anew foundation for a house, while preserving and protecting the character of the neighborhood and the.health, safety and welfare of ` the community. RESOLUTION; OF THE BOARD: In considering all of the factors and applying the '1 balancing test under New York Town Law 267-B, motion wase offered by Member Oliva, seconded by Member Orlando, and duly carried to GRANT the variance, as shown on the Young & Young survey updated September 20, 2002, SUBJECT TO THE CONDITION that construction shall comply with all other 1 code setbacks and lot coverage provisions, without further reductions in the front yard area. t Vote of the Board: Ayes: Members Tortora ((Uanwamn),�oehringerOrlando and Oliva. (Member Hornung of Fishers Island was absent.) 'this Resolution was duly adopted (4-0). .f it a I Lydia A. Tortora,Chairwoman 1-65-03 ro j j f i i TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ,1c VIL/LAG`{E A/� DIST SUB LOT ACTS L JA ` t E 1 2- : Idle X514,`s c �_Phs# Iz�47 AOR. I REMARKS j TYPE OF BLD. PROP. G)-ASS^ LAND IMP. YOTAL DATE Cor„ _=` ! ! _ FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL Jul 10 -03 02: 05p P. 1 it BuILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. STELGO 1170 Broadway, Suite 1115 • New York, New York 10001 •Te1;212,683.9404/05 • Fax: 212.683.9580 P C75 (� July 2, 3003 €i " I - r : L $ E Southold Building Department 41.i JUL I 0 W03 s:.J s Southold Town Hall l s 53095 Main Road Southold, New York 11971 b' F D � Attn: Ms. Patricia,Conklin, Permit Examiner a ,/ Re: Summit Estates, Section 2 ? = '` Residential Development- Individual Unit Filings Lot Nos. 12, 13, 14, 15, 17, 18; 19, & 20 East Marion, New York Dear Ms. Conklin: This memo has been issued in response to Mr Boufis' June 23; 2003 framing inspection and his inquiry regarding detail "F" on drawing RS-1. The response to Mr. Boufis' query and the justification for the connector bracket is as follows: The purpose of the prefabricated Simson, or equal, rafter connector at the ridge beam is to reduce the possibility, and probability, of the roof from being split apart or lifting at the center from internal wind pressure as well as the positive verse negative external wind pressure due to high winds. In essence, the connector aids in maintaining the I� ridge and rafter connector as a single compression unit when upward pressure creates a positive pressure at the interior of the attic or roof framing. This "device" does not eliminate the collar tie which serves a similar but different static load transfer device and is.therefore not redundant. In closing, 1 trust that the information contained within this July 2, 2003 issuance is self explanatory`and will satisfy Mr Boufis` query. Should you or Mr. Boufis have any additional questions, please do not hesitate to contact me accordingly. Respectfully submitted, Stephen L. Cohan, V.P. STELCO/Building System Evaluations and Technical Services SLG/lgm cc: file Participant/CompaU Facsimile No. Method P. Conklin/Southold Bldg. Dept. 1-631-765-9502 1ax1U.S. Mail D. Dragonetti/Summit 1-718-729-4160 fax/U.S. Mail D. Neubauer/Summit 1-718-729-4160 fax/U.S. Mail 7 .� v/ r r _ $r f Y �Y y_ s QF WrATMr zw . # . . # :w Zip ♦ ''���1tr'I IV- E3 .r"'�13y�y '✓'":° .Ii�d"`-�1jlw?.:. i. .:'' =ral'U9[>�"_ �-+ stla7l' - `3 w a la TL 1.`7f.�'�>�"'r�.✓�."y11��+Y,� . i` ��AA�� py�a"'.�((: 4'1 S.-_Fera��rar f—➢ lv �s?' i3`3rEf ^J/-t ma r s ",..._ a :' � L�✓ � - _ F j( x f, � y � I' t3�'r'S2a -�.�"`1;.�AF�y?r�:�1XF����r�`-"S;� �jiT�!r�`'�'`�i��.�i�{�}Y � - •;*, " e``s�:.�d2'13d v*_:;�H�.�rY--.✓il�r+�{/'T i� ,t. rirai�»4 .tYYA� /yY Pa/1" ylT i, E s F ��T�u '• £�a.� 3 t .y�,i�-f �`.a,3L�d��'r,�gA1'°'PL"'�!.-,",�� i Lc s ` ► ' :F.►�i7`i,^(+:g1�LCfI11�3��sf�'S'Sr�,.s-��-: z r r P r 9 " g" 4 f I& ._ �n�sh E f _ OVOAl n — fi t . T E -427i-t_* "Ws =v - 4 Yet — 4 AClCIV ?MP air W /AICRO"M 6UM VIV4 TOP Or 3j OOAAJ IM _P? AV-dM POCACEr 2" i VSEL MU b r'rOM PF 6�SRL5 56.41 AVO A4>JUZr W/S 799L. SWIMS AA1, 1 )WP4CCJIi OIV * falN;� � d5L7r'�t ss A i# tyYGKrJlNhlW/AlCr1CO€3f, T,IMP m��u r- r- FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 27, 2002 TO: Gusmar Realty 1315 37b Street Long Island City,NY 11101 Please take notice that your application daied September 27, 2002 For approval for an"under construction"foundation location at "Y Location of property: 610 Chois Lane, E. Marion County Tax Map No. 1000 - Section 35 Block 8 Lot 5.19 Is returned herewith and disapproved on the following grounds: The"as built" foundation constructed under permit#28558Z located on a non- conforming 30,000 square foot parcel in the R-40 District, is not permitted pursuant to Article XXIV Section 100-244. The required minimum front yard setback is 40'. The proposed front yard setback according to the current survey is at 37.6'. Total lot coverage, is less than 20 percent. Authorized Signature E i 4`<< BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. ST e 1170 Broadway, Suite 1115 • New Yor New York 10001 •Tel: 212.683.9404/05 • Fax: 212.683,9580 . w�t.. September 23, 2002 + I L OGT - 4 2002 ' Sao AR Southold Building Department Tova,R U, -� r,-oLo Southold Town Hall 53095 Main Road Southold, New York 11971 7A F Attn: Mr. Bruno Seman, Building Inspector A Q ' � Re: Gusmar Enterprises Co, LLC Summit Estates -Imperial Il Lot No. 11, One Story Ranch East Marion, New York i Dear Mr. Seman: ' This letter shall serve to confirm that the one family residence, as described above, complies with the latest edition of the New York State Energy Code. This current Energy Code bears the date of May, 2002, with all subsequent Addenda through September, 2002 and became effective in July of this year. Based upon the criteria contained within the Code, the statement is made, that the described one story residences, if constructed as designed by this firm, conforms to or is in compliance with the Amended New York State Energy Code. Please be advised, that the design criteria has been established and calculated for 2°x6" nominal wall construction and the inclusion of any and all optional 2x4 wall system construction, including any openings, doors, windows, and/or similar construction, which may or would have a negative impact on the overall required ratings. The criteria for design compliance shall include the following: a. Thermal Ratings for Zone 11 B as per New York State Energy Code Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope Requirements in accord With Tables 5.02.2.4(3) through 5.02.4(6)as follows: l Component/Construction R Value Uf Roof/ceiling (2x8) (2x10) R38 .030 Exterior wall (2x6) R18 .046 Composite wall (2x4) R19(R13 & R7) .051 Floors (2x12) (2x10) R19 .050 Crawl space (not applicable) - - Basement wall (8 cone) R10 .080 Trayed ceilings (2x8) R38 .030 GusmarEnterprises Co. LLC Summit Estates - Imperial,11 Lot.No, 11, One Story Ranch 912402 Mr. 6 Seman, Pages Acceptable Performance Method, with trade offs, and the Prescriptive Design Packages No. 7 requires a glazing area of 15%(UfL=.40) through and including No. 12 for a glazing area,of 2510 (UfL 0.27) and with the heating/cooling range established j as 78°F for cooling and 880F for heating designed for 5750 heating degree days. b. Applied Insulation and Vapor Barrier shall be installed so as to maintain and provide continuity at sills, corners; plates, etc. C. Synthetic Sealant and Weatherstripping shall be provided and installed at windows, doors, si[ls,, ,cracks, joints, wall panels, wall penetration$, and elsewhere required in order to'prpvent unwarranted infiltration. d. Insulation to be rigid styrofo4m or fiberglass batt type and shall have the minimum thermal (�Jrat%rrg indicated for the follovking 1. R-10, 1" rigid styrofoam, at foundation walls or simulated stucco. 2. Ta 4m fiberglass bait, at inch walls with R7 rigid insulation. 3. R-19; 6"fiberglass batt, at 8 inch walls. 4. Rte, 9"fiberglass batt, at2ndfloor ceiling return. 5. R 8;.9'fi'berBlassba#t, at9�bde ala#tic ceilings and partial wall. 6. R=1'9> 6 f bgrglsss beat; at71sf ,filoor/basement ceiling, or as required by field, cca di€ions: to accora Modafe variations of finished and heated/cooled_areas. e. Fenestration infiltration: rates shall not exceed -0.3 CFM/Lin.Ft. at windows, - 0.3 CFM/tan.Ft. at sliding doors, and - 0.5 CFM/Lin,Ft. at hinged doors. f VVindow glazing and door units shall be insulating type with Max. U- Factor of 0.39: Windows„ shall be insulated prefinished units with a U-Factor of 0.25 and an R of 4.0. g. Exterior doors shall have Max. U-Factor of 0.58. Therefore, based upon the methods selected, and the criteria established by the methods for insulation requirements, the described'buildirg is in compliance to the amended/revised New York State Energy Code. i q CO Aj# i 'Gusmar Enterpri's'es Co. LLC Summit Estates - Imperial' II Lot No. 11, One Story Ranch !9/�4J02, Mr• $Soman, Pages' Shpuld you have any questions pertaining,to this issuance, or require any additional tiiftior , please do not hesitate to contact the undersigned accordingly. Respectfully submitted,, Stephen L, Cohan, V.P. STELCO/Suilding'System Evaluations and Technical Services SLC/Ijc cc: file attachment: none notation: Construction Documents issued under separate cover issuance: as noted below Pa rticioant/Company Facsimile No Method B. Seman/DOIB Town of Southold 1-631-765-9502 fax/confirmation & Cons. Doc. hand delivery D. Dragonetti/Summit 1-718-729-4160 fax& U.S. Mail D. Gerahty/Gusmar Ent. 1-631-477-9460 fax& U.S. Mail J. Benisch/Gusmar Ent. 1-631-477-9460 fax only E �I BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: n APPLICANT: DATE SUBMITTED:-i!1%l SCTM#DISTRICT: 1_,000,SECTION: 66 BLOCK: 1-3 LOT: 3 R STREET ADDRESS: tLnMrr CITY: &M SUBDIVISION:_E%ATsz1, PROJECT DESCRIPTION: P ESTIMATED PROJECT COST: CHITE` /ENGINEER: FAST TRACK9AS SINGLE& SEPARATE CERTIFICATION-REQUIRED? /\$d NOTES: LOTS 40,000SF-100-24.Lotrecogni[ion.(CREATED before June 30,1953),TJNDERSIZED LOTS FROM JAN 1997100-25.Merger(A nonconfolmingatany6wo after T114: y ZONING DISTRICT: Rio CONFORMING? AeJ Y 1 REQ. LOT SIZE: ,00 ACT. LOT SIZE: REQ. LOTCOV. 2' ACT. LOT COV.{ �- REQ. FRONT ® PROP. FRONTSL_ REQ SIDE / ' ACT. SIDE 5TIM s REQ. REAR__ PROP.REAR .S/ REQ. HEIGHT PROP. HEIGHT WATER FRONT? IYO DESCRIPTION: PANEL #: FLOOD ZONE: APPROVALS REQUIRED 4 III SUFFOLK COUNTY HE HS (BED#): DTE: 3'/�/ PERMIT#:R10- 2'0070° TOWN SEPTIC RECEIP r � NEW YORK STATE DEC: PRE-DEc9/1/75 YES o SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES 0 TOWN PLAN. BOARD APPROVAL: YES TOWN HISTORICAL PRE (SPLIA): YES O NYS ENERGY: YES OR EGRESS (18 H min.? 4 sq total) —VENT(SQ. FT. X4%)__ � LIGHT (SQ. FT. x 8%) BUILDING PERMITS OP XPIRED: BP -Z/C/0 Z_ HAVE PRE CG'S: Y O BP -Z/CIO Z- NOTES`. ill FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: _ E{ SF FEE FEE FEE 1. ' SF)- SFX$ -90=$A900 +$ /J1-9 +$ _$ 2. (—SF)- (--SF)= SFX$ =$ +$ +$ _$ i `I STATE'OF NEW YORK ) Quae )' ss: COUNTY OF &r, � } Stephen L. Conan being,duly swum, deposes andsays: I That deponent Is over the age of 18 years and resides at That on the 24thday of June , 2002 deponent architeetlengineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with.the. New'York State Fire Prevention and Building Code (9 NYCRR); said plans pertain to property located at SCTM# 1000 035-08-5.19 street address Ardifltdcl/Engineer Sworn to before me this 24 day of June�2'002, Nota Pubi("c DONNAM.NEUBAUER siz2"��e NOTARY PUBLIC, State of New York o, , No.41-4796600 Qualified in Queens County�� co: Appilca Wm Expires September 30,20 v � Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT* * * Date: 05/31/02 Receipt#: 0 { .Transaction(#): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Total Paid: $10.00 1 f I 1 Name: Geraghty, Donna 22655 Soundview Ave. Southold, NY 11971 Clerk ID: 'BONNIED Internal ID:56048 T"-1803 _BUILDING DEPT I ` ION ti ] FOUNDATION IST j ] ROUGH PLBG. r [ ] FOUNDATION2ND [ 1 INSULATION [ ] FRAMING [ ] FINAL FIREPLACE & CHIMNEY REMARKS: L - ZA \ '74 41 s 4 DATE - i, l M-1802 a BUILDING DEPT. SPECTION i [ ] FOUNDATION IST [ ) ROUGH PLBG. - I ] FOUNDATION 2ND [ } INSULATION [ l FRAMING [ ] FINAL. [ ] FIREPLACE & CHIMNEY REMARKS:— i I i DATE INSPECTO L 765-1802 BUILDING DEPT. IE CTlQN [ l F NDATION IST [ ] DOUGH PLBG. I ; FOUNDATION 2ND [ ] INSULATION ] FRAMING- [ } FINAL FIREPLACMA & C IMNEY REMARKS: E 1 DAT INSPEC I, l 765-1802 BUILDING DEPT. 1NSPECTIO { [ ] FOUNDATION IST ROUGH PLBG.' [ ] FqWWATION 2ND [ ] INSULATION [ FRAMING [, ) FINAL [ ] fIREPLACE & CHIMNEY REMARKS� �Mdii. r ,., /�i efZt f'o� Od � ' � E•-C.L¢-GAG��r�G�G�. i DATE INSPEC I M-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ ] F MING [ } FINAL FIREPLACE A CHIMNEYG ` Jii� L REMARKS; a,, l/ 17 is 4ll DATE INSPECTO 672 � � 3 765-1802 BUILDING DEPT. 1NSPECT1 ON [ } FOUNDATION IST ROUGH] UGH PLBG. ] FOUNDATION 2ND1 SU [ } N L.ATION FRA } MING [ } FINAL a [ ] PLACE & CHIMNEY r. REMARKS: °e w , DATE�ez INSPE i' Gl I i i i M-1802 BUILDING DEPT. i INSPECTION' _ [ ] FOUNDATION IST [ ] R GH 'PLBG. ] FOUNDATION 2Nd NSULATION [ ] FRAMING [ ] FINAL; j { ] FIRE"E A CHIMNEY REMARK I -- DATEPELT i M-1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. I ] FOUNDATION 2ND [ ] 1 ULATION. ] FRAMING j FINAL ] FIREPLACE A CHIMNEY REMARK I � 14-1 r s o �3 K �O7 �- � AT � � INSPECTOR DATE 765.1802 BUILDING DEPT. Il�f' PECT1 N j [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULAT i l [ ] FRAMING Al- FIREPLACE LFIIREPLACE WIN EY ( SAFETY INSPECTION REMARKS: DATE IN �I � f a f ' • aa • • a f 1 f 1 zz a f v � a _! s ` 666 �® A I SEJOLI �a BUILDING P i EI�MIT 1�PPLICt�TION CHE�KL�1S' s Bi�ILB�a D" ' t; JUN w � 2002 H �youhave orAwd the applying u� t l� 3� � ,before t To*,.k HALT. �- — BoasdofHeahh SOITFI$OLb,1VI119�1 a' c �,. 7. 3setsofBnildtugPlans TEL:(631} 765Y1802 P1a=dng Board approval FA.X:(631) 765-9502 Survey PERAM NO. cbeck . Sgp`Eic lromi Trustees Examined f S 20 2 Contact approved / 20 Z Matt to: Disapproved a/c _ r Phone. Expiration 1 20 \ Building hispeqor ! �._ APPLICATION FOR B IiLDIlVG PERMIT date �� ( 20 c2 INSTRU&IONS s app tcafion IvICJS be:completely filled in by typewriter or in ink and submitted 10 the Building Inspector with 3 sets of plans,'a ccnrate plot plea to scale.Fee according to schedule. b' Plo'i pian showing Focaon of lotand of buildvigs onpremises,relationship to adjoining premises or public streets or areas,and, aterLvays. c. The W�k covered by this application may not lie commenced.before issuance of Building permit. d.Upon approval of this application the Building Inspector will issue a Buil ding Permit to the applicant Such a permit shall be kept on the prem ses available for inspection throughout the work. { e. No bu lding shall be ogcupied 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 IS months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six mantis. Thcreafteg anew permit shall.be required. i APPLICATION IS HEREBY MADE to the Building Department for the issuance of aBuilding Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with�"all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and'in building for necessary inspections. F (Signature of applicant or name,if g o ration) -Z� c 'Iu�ddress of applicant) State whether applicant is owner, lessee, architect, engineer,general contractor,electrician plu)riber or builder + Name of owner of premises Cci, A (As on the tax roll or latest deed) if a t I, orpora'osi e of duly authorized officer ame and title a orporate officer) Builders License No. 'Plumbers License No. Electricians License No, Other Trade's License No. 1. Location of land on which proposed w7 ork will be done: L 7t 3 Wl iM 1�T 1 E PP5 �n7 Y � lAR 16k� House Number Street- Hamlet (� County Tax Map No. 1000, Section S Block '5�- Subdivision S 0 rn YA t T �� 7 f� L �F17ed Map No. I (Name) epi -L` State exnsting use afrA cvbonparidy Ofpiem ises and intended use and o"rcttpancy ofproposed constrac�on. d a Existing use and oc anCy �� t V3 e= L.i= i P 1 t b. Intended use and occupancy . ti�a I i/M t��( 3, Nature of work(check which applicable):New Building i/ Addition Alteration Repair Removal Demolition Other Work (Description) 14i Estimated Cost C(Za(3 Fee (To be paid on filing this application) i 51 If dwelling,number of dwelling units _Number of dwelling units on each floor I, a if garage, number of cars i ; If business-commercial or mixed occupancy,specify nature and extent of each type of use. 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 $ Dimensions of entire new construction:Front Rear Depth Height Number of Stories Size of lot: Front a:: Lf G Rear 2 2 (r iepth 10 0. Date of Purchase Name.of Former Owner C Lr5 , l'> /g P- 1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law,ordinance or regntation?YES_NO� I13. Will lot be re graded?YES ✓ NO Will excess fill be removed from premises?YES_NO_t�' 14. Names of Owner of premises C ' AP'P RtE i+^ddress i3 n 3 -( 4-h L i C Phone No. -t (S- Name S- Name of ArchitectAddress Phone No Name ofContractor4vmwxIt C'c� ---T�ddress13 i-5 3'7th -,t-Lc--Phone No. -7(<R 3g2 -CI; 7e S-C-EV(f- QCHEM 15 a. Is this property within 100 feet ofa tidal wetland or a freshwater wetland? *YES NO M IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE R15QUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO_L i * IF YES,D.E.C.PER-WrS MAYBE REQUIRED. , i 1 j 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK.) SS: COUNTY OF y v a i4c ff-� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contracto Agent orporate Officer,etc.) j of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this -31 day of 20 Notary Public Signature of Applicant ELIZABEI H A STATHIS NOTARY PUBLIC,State of New York i No.01 ST6008173,Suffolk County. Tenn Expires June 8,•2051 uu??q Fa ng r N: 400 rlsh•ar,alrr Aa:a rtur, /t-i, grheitc(, New York 11909 �)F)e.I Space FJ(]r(:eI ,n � [ 7 6 ' - 1 Aldw,. If. YnunuP.E. lss'e 'S4k'I'Lea�/ar' ' - .s:) r.- . -\aP - - - - - - - ttrrs C.- Bail,a r r. fir"' r ' ':w �iv$ilr Subdivision 6 \��, tt"nr,i r rnv 6 1 tett :; rila,r 5umrnli -hstates,. Secllon 1" 3 SUtiFolK County I Ilc`- VO. it%,•�v,n*�+'s+x'"�yr"�'�y?j3" 'Y - - r104" Or EOrrrlErly of 11 Now York `;IUiu Public Works - v SURVEYORr!� E-RT1El, ATfiON r} .1' w '. � Era• - rytb - • WC Iii.m 3Y CCRTIFY 10 C; ,Y M I ' , ALTY CORP. & R� !S _ MASPETH FEDERAL S62 /31ftNFw A55DCIATIDN f1lAi THf's-nttEY;!�VA$, ARED IN AG(LRDAN(E:_b TH 1!II. (ODf QJt <`NU Sl11iVF YS , .46' ADCPTFD-IiY flll NF1'I-YOdK GVG ' :' -cam,` _` S) _ �'.� �• \ PR(`I ISS,ONAI tANU ..U[`V YQ (y�:h!' y�✓ °' 20 �6U.00 ;Fi •( � + Lot 12 ell Lo SUbdIVISI.)n -.. - / yr`/' - O, - • - i'. � I - -. - � t. - _ � . . - � ���' (f t :i� � ����' • = I L� SlJrr`.mll !'_stales. Saclion 2" � u' - = Ian ^• , r r a `.subdivision - - - IIOWA!20 W. Y(_)UNG, N.Y.S L .. ?F5 §•s= '1 .`{.Jsx�,�:` %l �-+* --I: 51immii Estates, S@Clla(1 �'� .. ..- - - � �S` -•` r, �`•' � ','S Su I folk (;oun.ly File Na. 9426 - i- - -��♦ _-- -- r\J _ ._. - - _ e`er �.a+Yv� tn. i - - - �y 3 -. ,- USMAR CORP. I_ot 13 . ��`��, �'; t 1 "SU MIT^f S 2" ? rF u. � G OT 1 M �T �GTION At East M_ ano q n of $quthold Subdivision / \.. SuffolkCo}�i11Tvi( Yak . - � - - - ...Summil- ,-.stat('$ - Section "l" t>�� a � 2{4 County Tax � � i �� �eQ=< 08 5.19 � • '� .-��� - - _ �P- - - � i FOUNDATION 1-.AQ. SURVEY41 ;!,�,,• . NOTE AREA _ _ I U NpATJN I U(`A1!QN .� Shp 1. 70, 2m,12 _ 30,00 - _ Jul Y 1. raD2 h -. ' - IA.MINUM_ - - .I•`.NAY74. 2002(i 7007 �sf -- 0= SQ �FT: � EFNFRAI LNTS ' • ' URDi`JISIO"� YAP ,IIE(ILA f SfAII$, SL`G1'IOV 2' F'IL-LD IN .GFNEI2AL f•�V7S I ( SCA MAP ufttl JO' 1111 Oi-FI'F -01 'I!; .,' LRK 0! -SU•TO'K ('l)UN'I'Y ON 7i 2002 !tis i (. NO. 10%6H t - 1 o-�.v.:r -, - ■ c::,,.. v :,ur::• A -: • :::- �.. - - - - _ - - - :. FL .101± NU 2002.02.37 - I)Wq 200E_02:37._1 bundull<31f " titP • Young & Young � o N �$� 400 Ostrander Avenue, Riverhead, New- York 11901 \ 631-727-2303- Howard W. Young, Land: Surveyor. $. ` - Thomas C.. Wolpert, Professional Engineer Hobert C. Tast, Architect - - Ronald E. Pfuhl, Landscape Architect Opgn Space Frcel - - - - - - Douglas E. Adams,- Professional Engineer s . W E Subdivision _y Z�� e i4 AREA = 50,00010P. FT. N � "Summit Eatotee, Section Suffolk County File No. 9426 • SU55IV1510N MAP "SUMMIT ESTATES, # ECTION 2" FILED IN ;t� no^ Or forl'ner-ly - - THE OFFICE.OF THE CLERK OF SUFFOLr�,:.COUNTY ON V MAY 21, 2002 AS FILE NO: I0Y68 BA°P. `so y New York 5tote c W Fubliorks " N S . SURVEYOR'S CERTIFICATION t. .' \� \y(OP4�fW`6E ryh' Q.P. 6'� •. - �o - by. b �� • wE HEREBY CERTIFY TO WILLIAM DANISI,._SASEL'LA THS '7— Lot II Pa \�' \ ' DANISI & COMMONWEALTH LAND TITLE "sem,; INSURANCE COMP ANY'THAT THIS 5URVEY<WAS g \ ° 9 � ' PREPARED fN AGCORDANGE WITH THE CODE OF FOR LAND SURVEYS ADOPTED BY THE NEW ��g § Fa ASSOCIATION OF PROFE5510NAL LAND 5U W - s��36 ILI 0 D I Lot 12 / f00.� <�a HOWARD W. YOUNG, N.Y.S. L.5. NO. 455q3 �5 r 0 LAND o "5ummT 5, Secti n 2" m ( Lot 10 Subdivisionof 10. - v SURVEY i=OR ,ti w mt\ r 'Summit Estotes, 5ec'tion I' ° t« $ Suffolk C,bunty File Nc . 9426 7 ���L.I�1�1 a./l'�I�l� ) ko Ri j LOT I I "SUMMIT ESTATES, S GANs EGTI r . `SG s�o At East Marion,- Town-of 5autla%rld o ffM,It ,/ Lot IS 9oa .� Su -olk: County, New YarkW . � County Tcax MOC7 4istriet IOdO section: 35 Plock 08 dot 5.IG �£§� Sg16c Subdivision - y9y. oa res ' "Summit Estates, Section 2'"' \� FINAL SURVEY � o 0Q7 62.83'. - ---MAP_P_BEP,9BED FEB 24-ZOO — SCALE: I°=50' MONUMENT SET � " ONU ENT FOUND A,' TAKE'SET = STAKE FOUND RO.- ROOF OVER C CHIMNEY _ ` ' JOB NO. 2004^DONS - �,. DWG. 2004_00'76_f5 ?g ` OWNER, DEVELOPER, AND CONTRACTOR. SECTIO 19�GENFRAI aO D--LT_IONS-QF THE PROJFt 7 The specific Trade or Subcontractor shall furnish and install all materials, labor, and equipment as indicated in these documents unless otherwise indicated or GUSMAR REALTY CORP. 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 local Village or Town Building Code, Articles and Regulations of all other agencies usage All materials, labor, etc., shall be supplied to fulfill the intent and requirements having jurisdiction. of this project as required to complete the same whether specifically indicated or note LONG ISLAND CITY, NEW YORK SUMMIT 2. Precautions All work to be performed in a safe and orderly fashion or manner. 8' The Individual Trade(s) and/or the specific Subcontractor(s) shall be totally, ZIP 11101 SEcnL' 2Es. TEST Hl DATA Contractor/Subcontractor shall conform to at least the following. solely, fully and unequivocally responsible for the entire project, and all project safety, A. a. Provide and install all prudent, as well as mandatory, site and public supervision, coordination, phasing, etc., any and all related requirements whether '� protection throw specifically indicated or not. The Subcontractor shall also bear the responsibility � PROJECT AND LOCATION: :� j , �,I ° �'+ 00, N0' ° 00, p throughout the course of the work, from excavation through and including pj ,�. r� E occupancy. thereof and shall be so held responsible for any assumptions made and shall, to the SUMMIT ESTATES1, r 'Ii ''"�/ roasaL owner occu arc fullest extent of Law, Save Harmless the Contractor, the Consultant, the Managing ice% —u P° RESIDENTIAL DEVELOPMENT LOAM i Maintain existing means tr egress for occupants of the building a be g' g — � LOA" 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 ". COP supplies, cleaning chemicals, building materials, contractors tools, temporary partners, employees, or other vested parties to the fullest extent as allowed by Law, EAST MARION, NEW YORK 11939 SAD partitions, etc. against any and all claims, real or unreal VEL SAND h 9. The method of presentation of these drawings is graphic illustration and is nE," SANDGRAVEL& C. Maintain or store building materials or equipment which are subject to P g g p o °°' _-°_•_' .u.0 ID.o combustion or obnoxious odor are to be stored in a locked and adequately ventilated means to illustrate, not duplicate, the existing and proposed conditions. Do not scale LoceroR MAP o==r".',=E ,° these documents. �"'"°'°'E °°^�� sgND a area Access to the area to be controlled by the Contractor or Subcontractor. GR"w` d. Keep all materials, chemicals, and/or equipment is to be stored in an 10. The specific Trade and/or Subcontractor shall provide all necessary temporary wr ' ' 17.0' orderly fashion. weather protection, support, bracing, shoring, etc., for not only the access to the work _s bLRYARD e. Assure that all flammable or combustible materials to be kept tightlyarea but also to/ or both the new N ap LAN No. ao f (proposed) construction work as required for the �� rovs0lE 00• sealed In their respective manufacturer's containers Such materials are to bekeptprotection of the public, both the future occupants and the non occupants, and ON away from heat and in an adequately ventilated area. property, at this building and at the remaining properties. z J xi�o -, o LOAM Assure that all flammable materials used are stored in an adequately 1. All work shall be governed by the most stringent requirements, including the so Building Code and n -� Q " 2" n �m3„ ventilated space. Provide temporary fresh air as required. Provide fire/odor protection. g Energy Code of the State of New York, Town, Village, and where } ' x, SAND & Provide at least one fire extinguisher per floor level applicable, OSHA, Environmental Protection Agency, State Labor Laws, etc., and shall °rox", _', NOTE: SURVEY AND SITE °'°"VEL 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 works°e P Ic ' Z "` Po conduits, o en anels, etc, and that all temporary electrical document. rly '_° 36°° PLAN INFORMATION TAKE "'°s'1=W P P p y power in the 12. The Subcontractor shall verify all existing site conditions affecting the work'or p - FROM YOUNG & YOUNG 01 EL-°D 15.0• work/cleaning area Is to be shut off after working hours y g g fs LANDSCAPE ARCHITECTS GRAVESAND L h. Contractor/Subcontractor shall at all times ensure that there is no natural construction, including electrical, gas, plumbing, sanitary, utility components, and/or N ` " =° RIVERHEAD, NY DATED „o gas leakage m the building, or any flammable gas to be used during construction. services or construction as required to best perform and complete the W'"f5-` _ „° �^ �`° �`• l"drr zs MARCH 1, 2001 i. All precautions are to be observed in the building to maintain fire safety intended/required work in accordance with approvals and/or direction and/or best oo Lot m o +a. ; ;" _= and fire access or egress before, during and after construction period. accepted work practice with the work area. O = sEd1„l,„o";3eij r8 n,�=; TYPICAL PLAT PIAN All obnoxious and other similar odor causing 13 All re Surveys or Site Plan Preparation, and building location, shall 51zE� 1' g products are to be required Site ° �l performed only in accord with EPA Certified Contractor Licensed Personnel, if be executed by a licensed State of New York Professional Engineer, as authorized for 0 SPace Pa,cel 'q' ;°-N O e. ea =�97, g n Q- siiolp ce'mta, se°n 1° . °f MMIi - „� Nzsas -W ;a� r s"25 y'° m' L-35 equated, as performed in accord with the manufacturer's preprinted brochures or performance by the Contractor for filar with the local authorities. The Contractor shall m x17 Te y. N°S LAN b sz T instructions for use, maintain and pay for all costs/fees related to this requirement. I°4e3' E-_N]5_N_tt_3W •1 R°31 WC'O (bey. S.i, 3. Stipulations All work shall be performed in a logical and prudent manner so 14. All required Subcontractor or specific Trade requests shall be submitted to or �f- Icer -W=1,O�ti 1�na. SOP�J ' yti Ll as s` '°a _ RousE RousE as not to disturb adjacent or nearby properties or dwellings Comply and conform to377?t J1 routed to the General Contractor, and not, repeat, not to the Consultant. The } E at least the following: Subcontractor, Fabricator, and/or Supplier shall not make or have any contact a5 g= �1� m a. Assure that the overall integrity of the building structure and all of its whatsoever with the Consultant, prospective Buyer, or other not specifically appointed Lorry° 1°,m..ly N,I22-W ° xis,' x ) 0' & 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. ° outs w�ad 'r wawc .. °b ' °"y 16552`=, �` �� ' any Trade not scheduled to work on the component. Report any disturbance 15 The specific Trade or Subcontractor shall make no change to the intended and W =°4. F ab.,, McElroy N, now° M° '°,m}ny a immediately to the Contractor and take steps immediately to terminatfe or limit the approved cope of the project as indicated on this or by these documents unless or ° M01 ___�______ _._.__-.____-___ p s r m° o, z, P 1 " ' ° "" " RDAD disturbance to the specific system or component. specifically recommended by the Consultant and/or approved through the stipulated ®� fLAN aL` j °p10 ssn„4”"^y b. Maintain all debris, dirt and dust to a minimum and confine the same to process, for revisions to the(se) document(s) and/or mandated by the Building e mne," I vie " w s` h 1e Department in writing Any such unauthorized chane s the immediate building work area. Do not allow debris or dirt/dust to travel to the g hall be subject to immediate / adjacent site, correction by the specific Trade or Subcontractor with additional charge to the specific Application filed for b ' c Assure that all debris, dirt and dust and toilet facilities are to be cleaned Trade or Subcontractor, if so instructed by the Consultant/Contractor and/or deemed work at this lot only up and cleared from the building site periodically to avoid excessive accumulation, necessary to satisfy the Building Department Requirements. related hazards, and unsanitary conditions. 16. All specific Trade or Subcontractor work shall be required to coordinate with d. Construction operations will be confined to normal working (hours; 7 A.M other/all Trades. DO NOT proceed with installation or completion of any work until - to 6 P.M , Monday through Friday/Saturday, except legal holidays, or as allowed by the such time that the back up or associated work has been inspected and the work has �= local authorities. been verified, coordinated, and accepted by the specific Trade or Subcontractor e. Do not allow abnormal construction noise to occur without due notice, or performing the work after the completion or installation of the previous Trade or when such noise is determined abnormal by the Town or Governing Authority. Once Subcontractor work occurring, the abnormal noise shall immediately cease until further notfice has been 17. The Contractor shall provide and pay for all routine City/State filings, applicable vor until the abnormal scheduling has btests and work permits in accordance with the local authorities and/or the prevailing SUMMITESTSTATES-MASTER PLANS FOR PROJECT AND LOCATION: PROJECT AND LOCATION:SUMMIT ESTATES-MASTER PLANS Fgiven been agreed to.f All construction work shall be performed m limited sections or areas. Department of Buildings, or as required, including, but not necessarily limited to O THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH Subcontractor shall have available temporary emergency jacks or shoring in the vent General Work Permits, septic percolation tests, radon, Fire Department SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 THE IMPERIAL 11, A ONE STORY CONTE RARY RANCH that it is deemed necessary, prudent, or if in the event a non scheduled or non Inspections/Certifications, Building Department Inspections/Certifications/Sign Offs, EAST MARION, NEW YORK 11939 SECTION 2, ILOT NOS. 11, 12 (OPP. HA 7, 22 predictable incident should occur. etc EAST MARION, NEW YORK 11939 g The Project Foreman and Subcontractor for the project shall continually 18. All electrical, mechanical, plumbing, and/or underground sprinkler work is to be PROJECT AND LOCATION: monitor the installation of the building components and building structure, including filed under separate application or amendment to this application. Any required or SUMMIT ESTATES - MASTER PLANS FOR Dwg•-N°- DaacriiAtien steel beams, concrete slabs and masonry, authorized electrica), mechanical, plumbing, THE CAPE MAY II, A ONE AND ONE HALF STORY G-1 Title Slheet, KeylWork Area Plan, f Documents, General Conditions g carpentry, sheet rock, stairs, etc, performed b the s eci de Cnor underground sprinkling work shall be of the (Project, and General Contr tes throughout t the construction and installation process should any unwarranted Y specific work or trade Contractor associated with the building of this NEW ENGLAND CAPE movement, displacement, deterioration, and/or settlement be Project. G-2 Generral Contract Notes Continue 'finitions and Standards, and p 19 Theses specifications and drawings SECTION 2, LOT NOS. 15 & 23 Pro ec:t Administration. Special a lemental Conditions sus ected/observed/documented, then the specific Trade or Subcontractor shall P gs shall become part of the Contract for the immediately stop work and perform any mandatory/required/prudent shoring, bracing, work. Any omission of building components in these specifications does not relieve EAST MARION, NEW YORK 11939 RS-1 Project Reference Standard Detai pP repair, or any other emergency work requirements and notify the building the Contractor of the obligation to install them, as shown on the drawings. All work to EN-1 Energjy Compliance Requirement Details Y g PROJECT AND LOCATION: management be performed must conform to all Local, State, and Federal Codes and Standards, PS-1 Building Department Notes, and t Specifications, Sheet No. 1 including applicable ADA and Barrier Free Regulations in effect at the time of SUMMIT ESTATES - MASTER PLANS FOR PS-2 Pro ec:t Specifications Continued, t No. 2 9 THE TARA II, A TWO STORY CLASSIC COLONIAL j P SE=N F1 D1 - GENERAL Cn NTRAC�NnTFS construction. SECTION 2, LOT NOS. 14 & 18 PE-1 Building Elevations and Schedul 20. All work to be fabricated after framing construction must be verified for size and EAST MARION, NEW YORK 11939 PP-1 Foundiation Plan, Notes and Sch is 1 The Contractor's Consulting Architect and/or Engineer have not bleen retained condition in the field by the Subcontractor prior to fabrication PP-1 ALT. Alternate Foundation Plan, Notes Schedules for supervision of this or any future related project as part of the current Agreement. 21. All Subcontractors are responsible for existing site conditions All PP-2 First Floor Plan, Schedules and Ilaneous Notes Subcontractors are responsible remaining PROJECT AND LOCATION: However, if authorized and duly compensated, the Consulting Architect and/or p risible for legal disposal m all construction debris lbass SUMMIT ESTATES - MASTER PLANS FOR Engineer will perform routine and periodic reviews of the work and report: the findings from their operations, which shall be removed from the site on a continual basis as THE WEDGEWOOD II, A TWO STORY VICTORIAN COTTAGE 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. 22. All cutting shall be requiring SECTION 2, LOT NO. 13. 16 &21 2 The specific Trade and/or Subcontractor(s) shall investigate all existing g performed by the specific Trade or Subcontractor re uirin EAST MARION, NEW YORK 11939 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 Contract Work Scope. Report all relevant and significant deviations or conditions, structural integrity of the building or component. The Contractor performing the cutting PROJECT AND LOCATION: performing the work. insure the safety of the other workers. The Contractor who has performed the cutting which may affect the outcome of the work scope to the Contractor in writing, prior to shall provide any temporary supports, bracing, and other safeguards necessary to SUMMIT ESTATES -MASTER PLANS FOR THE DEVONSHIRE, 3. Where required by field conditions or the work scope, cut and trim all proposed shall remove all debris resulting from such operations. Patching and/or completion of SECTION 2, LOT NOSS.. 119 any cut component(s) shall be the responsibility of the Subcontractor that made the 9 STORY CLASSIC VICTORIAN openings to receive or suite the indicated or required proposed condition Shore as original cuts in the work. EAST MARION, NEW YORK 11939 .4. The entire site shall be maintained in a weather tight and theft tight condition AND STANDARDS I l PROJECT AND LOCATION: during the construction and finishing of the building It shall be the responsibility of the SUMMIT ESTATES - MASTER PLANS FOR specific Trade or Subcontractor to maintain this condition before, during and after A R CUMENTS THE FARMINGTON II, A TWO STORY CLASS FARMHOUSE normal construction hours. The specific Trade or Subcontractor shall adjust his SECTION 2, LOT NOS. 20 insurance coverage to include the value of the intended scope of work and to name 1. awings and general provisions of Contract, including General and EAST MARION, NEW YORK 11939 the Contractor, and if applicable, the Owner's Consultants, and all duly appointed Supplementary Conditions and other related Specification sections, apply to work of representative(s) as an additional insured(s). this section. 5 The Subcontractor and any/all Fabricators, Suppliers, or Laborers shall maintain all required access to the project, adjacent properties, etc., including at least, B. DESCRIPTION OF REQUIREMENTS but not necessarily limited to fire and emergency access, or as required by the Local Authority having jurisdiction. 1. General: This section specifies procedural and administrative 6. The specific Trade or Subcontractor shall leave the premises at the time of requirements for compliance with Governing Regulations and Codes and Standards completion in broom clean conditions as accepted by the Contractor or his appointed imposed upon the Work These requirements include obtaining permits, licenses, representative inspections, releases and similar documentation, as well as payments, statements and similar requirements associated with Regulations, Codes and Standards. REVISIONS Ep I,_ - - -------- I DWG.NO. I �/` / O o PROJECT AND LOCATION PROJECT AND LOCATION: `<aet, L. _ 11 �T � BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES OWNER, DEVELOPER, AND CONTRACTOR - 6 -26 - 72 55U EA Tu D o 6 / o Y FPL flJ 6_ArJo A ll. R SAL ` E �o a\ Ju srELco RESTORATION AND WATERPROOFING TECHNOLOGY coop GUSMAR REALTY CORP. _ SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR u Aye by \ stereo 1170 Broadway,suite 1115.NewY°1k,Now York 10°01 •r°c212seasaon105-Pa. (. 212.663 ySGG AA19 Tt oWrJE(� WR REVIE nI 13-77 37TH AVENUE - - _ RESIDENTIAL DEVELOPMENT THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH .�: --- G LONG ISLAND CITY, NEWYORK = (o - Q 2 - 6ENEf4eL RrVISio"IS AA10. Coo �DyUAt?IOAY SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 " � ZIP 11101 - ' �-_3„c���- -_-/SsuE'� FDK c�N�_U�TIO,Vf/G17Nzr _ - :- - EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 yr ' ' Title Sheet, KeylWork Area Plan, List of Documents, General Conditions SZ D2 f95t3®FCR SIfE t TL♦��f/OiV RE7lSlay�l-Do9 s9a No. „s 2 yo of the Project, and General Contract Notes eoF NEW - _ DATE; GJ -2C,” 0G r �v. ISI all labor, materials, protection, equipment, tools, Insurances, (miscellaneous) b Unreferenced Standards Except as otherwise limited by the 2. Such obligation(s) shall not be construed to negate, abridge, or a. The term "Regulations', Is defined to include laws, statutes, permits, coordination, site safety, phasing, supervision, and all other items required contract documents, standards not referenced but recognized in the construction otherwise reduce any other right or obligation of indemnity which would otherwise ordinances and lawful orders issued by governing authorities, as well as those rules, and necessary to complete the Intent of the Project as described in the Contract industry as having direct applicability will be enforced for performance of the Work exist as to any party or person described in the Paragraph in any or all claims against conventions and agreements within the construction industry which effectively control Documents The decision as to whether an Industry code or standard is applicable, or as to which the Owner or the Consultant, or any of their agents or employees by any employees of the performance of the Work regardless of whether they are lawfully Imposed by of several standards are applicable, is the sole responsibility of the Contractor and/or the Contractor, any sub-Contractors, anyone directly or indirectly employed by any of governing authority or not. 16. Not In Contract: The term or phrase "Not In Contract" shall mean, his supervising Architect and/or Engineer. them or anyone for whose acts of any of them may be liable and be defined as, that limited portion of work, project, site, location, requirement, 2. Governing Regulations: Refer to the General and Supplementary trade or other Item or entity that is not at this time part of the Contract work 2 Publication Dates Except as otherwise indicated, where compliance 3. Additionally, the indemnification obligation under this section shall not Conditions for requirements related to compliance with Governing Regulations. performance or requirement of the specific Trade and/or Subcontractor, and shall be with an Industry standard Is required, comply with standard In effect as of date of be limited In any way by any limitation on the amount or type of damages, performed or authorized by the Contractor or the Contractor's Agent, separate to the contract documents. The updating of these documents and standards is compensation or benefits payable by or for the Contractor or any sub-Contractor under C DEFINITIONS: 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 Worker's or Workmen's Compensation acts, disability benefit acts or other employee and/or Subcontractor It Is understood and accepted that the Contractor shall be benefit acts The obligations of the Contractor under this Paragraph shall not extend 1. General Explanation Certain terms used on contract documents guaranteed, by the specific Trade and/or all authorized Subcontractors, the right of and 3 Conflicting Requirements:Where compliance with two or more to the liability of the Consultant, his agents, or employees, arising out of: are defined in this article. Definitions and explanations contained In this section are to maintain the: unanticipated operation of the facility and any or all work performed by standards or work requirements are specified, and where these work requirements or of necessaril complete but are general for the Work to the extent that they are not the Contractor"s own forces, or another authorized Trade or Contractor, and that this standards establish different or conflicting requirements for minimum quantities or a. The preparation or approval of reports, drawings, opinions, maps, n Y stated more explicitly in another element of the contract documents agreed to or relquested "Not In Contract" work shall not be in any way restricted, for any quality levels, the most stringent requirement will be enforced, airless the contract certificates, surveys, Change Orders, designs, or specit7cations reason, by the specific Trade and/or Subcontractor documents or Contractor verified field conditions specifically Indicate otherwise. The 2. General Requirements- Provisions and requirements of other decision regarding requirements that are different, but apparently equal, and b The giving of or the failure to give directions or instructions by the sections apply to the entire work of the Contract, and where so required, notes or 17, V\/here Required. The term "where required" shall be interpreted and uncertainties as to which quality level is more stringent, shall be the sole and Consultant, his agent, or employees provided such giving or failure to give is the schedules on the drawings, to other paragraphs or schedules in the specifications, construed to Ibe synonymous and to mean that the Contractor, Subcontractor, or unequivocal responsibility of the Contractor. primary cause of the Injury. and to similar means of recording requirements In contract documents Where terms Fabricator must furnish, Install, provide, or in some other way, perform work In order to such as "shown", "noted", 'scheduled", It is for the purpose of helping the reader complete a portion of the described work scope In addition, it is clearly understood a Where copies of standards are needed for proper performance of locate the cross-reference, and no limitation of location Is Intended except as that the satisfactory and adequate completion of this "where required" work the Work, the Contractor is required to obtain such copies directly from the publication 4 The Subcontractor shall protect the adjacent completed or partially specifically noted. performance shall be determined by the Consultant. source. completed portions of the work against damage by this specific Trade or p Subcontractor's work, and shall exercise special care and precaution in the execution 3. Directed, Requested, etc.: Terms such as "directed", "requested", D. SPECIFICATION FORMAT AND CONTENT EXPLANATION: b. Although copies of standards needed for enforcement of of work. Any damage to said property resulting from the specific Trade or authorized", "selected", "approved", "required", 'accepted", and "permitted" mean requirements may be required submittals, the Consultant reserves the right to submit Subcontractor's work shall be repaired at causative Contractor's expense Said "directed by the Consultant", and similar phrases. However, no such implied 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 meaning will be interpreted to extend the Consultant's responsibility into the prime/general Contractor and Consultant against any claim for damages to the Contractor's area of construction supervision and coordination. specifications more readily understand the format, language, Implied requirements 4. Abbreviation and Names: Trade association names and titles of general and similar conventions of content. None of the following explanations shall be existing building due to the operations of the Contractor reted to modify the substance of the contract requirements. standards are frequently abbreviated Where acronyms or abbreviations are used in 4 Approve Where used in conjunction with the Consultant's response rite(p a production Methods: Portions of these specifications have the specifications or other contract documents they are defined to mean the D. CONSULTANT LIABILITY: o submittals, requests, applications, Inquiries, reports, and claims by the contractor, 1. The Consultant has been retained solely by the Contractor for the q responsibilities and been produced by editing master specifications; they may contain minor deviations recognized name of the trade association, standards generating organization, the term "approve" will be held to limitations of the Consultant'sp 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 design, preparation, and filing of the afore to described plans, elevations, duties as specified in General and Supplementary Conditions. In no case wilt the technl us, anid no other meaning shall be implied. to the "Encyclopedia of Associations", published by Gale Research Co., available in specifications, and details. The Consultant has not been retained for the monitoring of Consultant's approval be interpreted as a release of the Contractor from q most libraries. the Subcontractor's work, the review of Shop Drawings or Samples, the responsibilities to fulfill requirements of contract documents or acceptance of the 2 ;Specification Content: This project specification has been produced Administration of the Contract, or other similar services normally associated with Work, unless otherwise provided by requirements of the contract documents. employing certain conventions In the use of language as well as conventions SECTION SF1D3 - PRD LEST ADMINISTRATION S�.IA ,_AN1D `;'l IPPLEMENTAL these services. 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 5. Project Site: The term "project site" means the space available to the prospective buyer of this specific dwelling or living unit. Similarly, the Contractor's Contractor for performance of the Work, whether exclusively or in conjunction with particular situ ,tions or circumstances. These conventions are explained as follows Consultant is not bound, nor shall, or can, the Consultant be bound to the prospective others performing construction as part of the project. The extent to the project site is a. n 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 agreement between the Contractor and the described prospective buyer. shown on the drawings. other contract documents is of the abbreviated type. Implied words and meaning will 's be appropriately Interpreted. Singular words will be interpreted as plural and plural 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 Contractor 6. Owner: The term "Owner" shall refer the Contract words will be: interpreted as singular where applicable and where the full context of safe lob 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 to the organization, company, corporation or other similar entity referred to in the contract documents 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. (Bid) Documents for whom or for which the work has been prepared for by the Consultants and will be performed by the selected Trade or Subcontractor(s) and b. Imperative Language is used generally in the specifications. including hard harts, safety belts, fire extinguishers, fire watch, and protective clothing and shoes where necessary. All gas fired machinery, electric tools. heat inducing shall include not only the identified name, but all duly appointed agents, Requirements expressed imperatively are to be performed by the Contractor. At devices, ladders, scaffolds and other equipment shall be in good condition and shall representative, or other named person(s) and/or entity, unless so excluded elsewhere certain locations in the text, for clarity, contrasting subjective language is used to in the Contract Terms or Conditions. 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 others when so noted. local Building Department Regulations. 7. Consultant(s) The term "Consultant and/or Consultants" shall be S. PROJECT AND CONTRACT ADMINISTRATION: 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 for the 3 Methods of Specifying Techniques or methods of specifying 1. Project Supervision: The Contractor, and/or the Subcontractor, preparation, issuance, and review of the Contract (Bid) Documents and the routine requirements vary throughout the text. The method used for specifying one element of monitoring of the selected Contractor to perform the work. the Work has no bearing on requirements for another element of the Work. shall bear the responsibility to "supervise' this work and/or a ray and all portions thereof. It is specifically understood that the overall dally Protect Supervision of all, or 8. Contract (Bid) Documents The term "Contract (Bid) Documents" q. Assignment of Specialists. In certain circumstances, the of any limited portion of the Project Is to be totally, fully and unequivocally the shall refer to the work scope, drawings, details, general/special/supplemental specifications requires or implies that specific elements of the Work are to be responsibility of the Co�ractor and/or Subcontractor. This shall include the conditions, specifications, addenda, and all other required information or terms assigned to specialists who must be engaged to perform the element of the Work responsibility of all equipment, maintenance of safety barricades, all temporary protection requirements, construction procedures, construction nnethods, etc, must deemed necessary by the Owner's Consultant(s) to describe the Project Intent to Such assignoments are special requirements over which the Contractor has no choice be designed and constructed by the Contractor(s). the selected Contractor(s) to adequately, safely and satisfactorily perform and or option. They are intended to establish which party or entity involved In a specific complete the intent of the project At least two (2) sets of the latest issuance of the element of brie Work is considered as being sufficiently experienced in the indicated 2, Project Monitoring: It shall be understood by a4l partres that the Contract (Bid) Documents and all subsequent addenda or changes shall be construction i processes or operations to be recognized as "expert" in those processes maintained at the site by the Contractor for the Contractor identification of the work or operatioms. Nevertheless, the ultimate responsibility for fulfilling all contract Contractor's Consultant has not been retained, on any basis, to "Supervise" this work or the (Sub)Contractor forces. The Contractor's Consultant, if authorized and duly scope changes (if any) and for review by the Consultant(s). requirements remains with the Contractor compensated, shall make occasional visits to the site as required to review progress 9. Subcontractor(s): The term "Subcontractor(s)" shall be used as either 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 in the singular or plural to refer to or describe the single Trade or Subcontractor enforcementt of building codes and similar regulations governing the Work. They are been reached, r when a specific problem conditions arises that require his attention selected by the Contractor and/or group of one or more Subcontractor(s) or Trade(s) also not intiended to interfere with local trade union jurisdictional settlements and and/or to perform a general review o the Subcontractor's on going work and is selected and authorized by the Contractor to adequately, safely and satisfactorily provide commentary relative to that portion of the work that wras reviewed ra this perform and complete the requirements of the Contract (Bid) Documents. similar conventions, specific interval. The specific Trade or Subcontractor, and onlyy the Subcontractor, b. Trades The use of certain titles such as "carpentry" In the shall be responsible for the Project Supervision, Protect Safety, 'Work Methods, and 10. Furnish: The term "furnish" is used of mean "supply and deliver to specifications, is not intended to imply that the Work must be performed by accredited Work Performance. This is to be an undisputed fact and Irrevocable Contract the project site, ready for unloading, unpacking, assembly, installation, and similar Requirement If requested by the Contractor, the Subcontractor its to provide a Letter or unionized individuals of a corresponding generic name, such as "carpentern c of Certification stating that the job/project/work period has (has no)t been) a "safe" and operations". also is not untended to imply that the trades persons of that corresponding generic incident free" job/project/work period If, in the event that the joke/project/work period name has not been safe or if (an) incident(s) have/has occurred, them the Subcontractor 11. Install: The term "install" is used to describe operations at shall accurately define the incident(s) at the time of the Letter of Certification. project site Including the actual "unloading, unpacking, assembly, erection, placing, E. DRAWVING SYMBOLS, IF APPLICABLE, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations" 1. GeneralExcept as otherwise indicated, graphic symbols used on 12. Provide The term "provide" means "to furnish and install, complete the drawingas are those symbols recognized in the construction industry for purposes C INSURANCE REQUIREMENTS: Indicated. %Where not otherwise noted, symbols are defined by "Architectural Graphic and ready for the intended use". Standards'„ published by John Wiley and Sons, Inc., seventh edition. 1. It is therefore understood that since the Contractor and the related 13. Installer: The "installer" is the "entity" (person or firm) engaged by the 2. Abbreviations Except as otherwise indicated, condensed, and/or Subcontractors are totally responsible for all conditions or Incidents, that the Contractor, its Subcontractor or Sub-subcontractor for performance of a particular shorter conditions, terms, language, words, or similar shortened nomenclature shall Contractor shall save harmless the Contractor, the Contractor's Consultant (or duly element of construction at the project site, including installation, erection, application be that which has either been listed on the included abbreviation list, the accepted or appointed representative) and all agents, employees, and all otheir required entities to It is a requirement that installers are experienced in known indugstry standard, the (Webster) dictionary, or as required for the specific use, the fullest extent of the Law from and against all claims, damages, losses, and and similar required operations. the operations they are engaged to perform. F. NDUSTRY STANDARDS: expenses, including, but necessarily limited to, attorney's fetes arising out of or resulting from the performance of the works, provided that any sruch claim, damage, 14. Testing Laboratory* A "testing laboratory' is an independent entity loss or expense is or occurs as follows: engaged to perform specific inspection or tests of the Work, either at project site or 1. Applicability of Standards. Except where more explicit or stringent elsewhere; and to report, and (if required) interpret results of those inspections or requirements are written into the contract documents, applicable construction industry a. Is attributable to bodily injury, sickness, disesase, or death, or to tests. standards have the same force and effect as If bound into or copied directly into the injury to or destruction of tangible property (other than the work itself) including the contract dcocuments. Such industry standards are made a part of the contract loss of use resulting therefrom, and/or 15 Work: The term "work" shall be construed to be synonymous with documents) by reference Individual specification sections indicate which codes and b. Is caused in whole or in part by any negligent act or omission of the phase(s) intent, area, performance, requirement(s), energy or any other "being" standards tthe Contractor must keep available at the project site for reference, the specific Trade, and Subcontractor, anyone directly or indirectly( employed by any of and shall be defined as that (work) which shall be provided by, performed by, them or anyone for whose acts or any of them may be liable, rega3rdless of whether or executed by, supervised by, etc, the specific Trade(s) and/or Subcontractor(s) a. Referenced standards (standards referenced directly in the not It is caused In part by a party indemnified hereunder. necessary to adequately, safely, and satisfactorily perform and complete the intent contract dcocuments) take precedence over standards that are not referenced but and requirements of the Contract (Bid) Documents. It shall also unequivocally mean generally recognized In the industry for applicability to the Work - REVISIONS a END Ac iA CT BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. 2 OF /Q PROJECT AND LOCATION PROJECT AND LOCATION: a sTELco aesroannoN AND wATerzeaooFlNG TECHNOLOGY CORP. -- 2 SSUED TU !� v B loR �ftl/.�G_AYdOA eROVA(. �(u °ja o,S9Z�� STeLco irm smaaways"uo rns•riew vo,k.niazvon<moor •rat zrzsessasvos•pax zizses sseo OWNER, DEVELOPER, AND CONTRACTOR, 6 - 2 6 - u SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR G �� w RESIDENTIAL DEVELOPMENT THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH , . : R GUSMAR REALTY CORP - A� 4 n' oWWt fuR Ae SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 r 3-77 37TH AVENUE ry : _ p 6EN�/ aL REU/S ron1S An1D. GooAflitiA7/off _ s General Contract Notes Continued, Definitions and Standards, and LONG ISLAND CITY, NEW YORK . . r EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 yr No, „xx�a° Project Administration, Special and Supplemental Conditions ZIP 11101 __ -- ../55uEg_ Gq(2___cvA1o7SQllTJO.��� f/1:7N�t_ 02 I-/tJISt��rJR '51rc- IEYIORT nc•�$/tel d DGP/ eOF NE`N DATE 6-Z6 - DZ - AFL. (2• -r-tZw r Fr�oi GJH 55TP.UG/1�F7 - - _ v V j 12 SP CIA -LiEcDNTRACTOR R�QLIRE�IaffT nTE. �� �_ (A ,h,F WF1rFi 4 J?V Cv dtwL1 k LFa l ' 17�i1 �r51pJ R� �F -Z 4P H7GWRPNTN �I$7mJl Ji�173ft1LT It shall be an unequivocal fact that all Trades/Subcontractors - — f V o o y�s'6T'L 7 �/ FZ�t?F VALL-�� poi a+pAds`ri W �/ V/J ' shall be responsible to perform their work to meet all applicable d Ulf c l f /!? / Jr./SCS Va/4rc" Ati Ale(/A,�; are Indicated on the Plans or s, regardless in the Outline SpecificationCodes and her at items � a/ 5i-A,�l ISN N�/ otl "� 477Y � 4 . W \ Industryluded M ET �FJNCJP7l Gds 4l' 4r W 'P and issued as Project out itiie for h w lark and deb en preparedclude described y 1 dLL ! 2 FLooR � S F �� -A 1 N' prepared �f sr a� asa L1 /s/0 P/Re ZL k/DG /k�tP _yaLt Y y � �N -1 or indicated Code Compliance issues If there becomes any A6E1L9, q"qi moo, 4ca pJPE CbL, W G fGv C gal IV/V 4XI� field condition or Item on the Plans or in the Outline Specification f o - " - 47C 7M that may prevent the Contractor from performing the Project WorksY CLQ _ off: A5 /9�r�i to Code, they must immediately bring this to the attention of the 3h° 4ALL oR 4`9f SGi51 Ora -�GZG i7_" e _ - • _ .� svm'"` r Contractor to resolve. Failure to report the condition immediately, } o yyr "_ _,�'l P1P :C04 CONTlAVCUS 4• F/44sr per this Contract, will make the Trade/Subcontractor liable for �' C N /3R r P b V_ F7s�lN��,,_s6T an NaN• all reparations to bring the work into Compliance or up to mAN1t3_e3t1T, „ 7( �° /a7` Industry Standard. In addition, all scheduled or required Trades/ o 0 a0f.7 oft AM N©R C, 4"R LANG Q T Subcontractor shall schedule Building Department Inspections) ' _ __- - ! -- for their Trade and be present for the Inspection(s) until all work /V�7'�'"' T �('��. �,, oJ.�Yq i � " , __ __ � AGUr�:z7 r����l� 1�1,/L'nN'r, is Code Compliant and satisfactory to the Building Department. L?Vl _ . _ VI6oLL % )N n o rpt sr��e gar9u 6w rv �� r�� c� �r �' -- - EXTERIOR WALL FRAMING NOTE: All 2x4 exterior wall framing shall/may be -3 u x r` pAJ/1 r _ C9N?�r _ FASL'lA utilized at insulated siding system only; 2x6 exterior wall framing required ¢ GpG1 2I MJF �P ' Uv SLAT 3�AfiJNCi ? Sv�F� r�R1NG a 4 GKvW t � otherwise at all other siding systems for NYS Energy Code Compliance i u r- 7 2N NoN-fhR' ,/N,5 GROL"6d rY�."as"r _ _ 9/R '4 � � .,� �Ir`� 2'�.'KG M/Na % , t l o i /Nv�b y WA�L�- ° V ,• 6sJMr� P .adJ� 9 _ _ �f=/ SII --- — R F«�TER/C55IK J!ti1T�4"lf7rRr ' fF2r1Lr7'aS,JF1i�TlF5J4r WALL JP�' Oh/V9A�fvN - WINDOW HEADER FRAMING NOTE At 9'-0" ceilingheight, se cN / °. -Al "('�7s�7 � `-_ _ I M• 4 fl or to to of window unit. At ceilin hei ht, set to of window --� - �. to of window unit for a finished dimension of 7 -6 from finish 1LL __- _ unit for a finished dimension of 7 6 9 from finish floor to to of - wsIL. Psirm' o i3awN / il -T„ . R,.GB�" `I ID 'JAZ..G- COAi" ` P I af, window unit. Allow clearing for deflection, weather seal, etc. > 1 yfl - - -- - -- ti„ Fp4�ryJ��aTf.an1 D �sIK-5 R�dis 9 s oz _ _ _ required9 garage 9 — a� 3_(kC91 _ or indicated n building elevvationss to main dwelling units 2 Jif � � � l3RG - iJ JET_ - _ Zcr F1 ce, S,102 // rfsL -IV 7-5, $�ajrliJ-_ WAC. ; JJ's �9, L/' 113. 13a �� L= t S NpTE'.a- ) AG/Gni 70 of 57554 155414 )4JTI' Top of ?H'I.II_^ I - fi M%tPN -2wor� 40/vc, kDUARW/J"7/ON WALL. 2) ALIGnI 70 oM WJnL';1A1C'F,'ULA/3 6ElM 'vvl7Fd 7CF of e - - �idl".f ., M fill//Vow 63E/`4ty AVO ACUS W 5 EFL SPlYlI3 Al)lY I?f PAcI� i/l MO/ii _ O �Gf. d /tE w �y tl 1 /.w .L. -�✓ - 3 FOF 7o,b �+� �E,A/'1 PoucET 2 F3ELQw 3o?Tcrr1 J='F" 5?EAG ' ' TFiUF COUn.r/ , 7/0/:l 47''R' a))f' lim r ®RM l4�' ol" Pa0/'=, r llL l3�Low Ho? o� Wcl'l�la€a ne�ry �3/^1 ,anlC -- ,A14Jus? w/Mn-P.,pr/oA sa'aq- EGRyPAcicw/,vaVsriAlV14. 6reoUT - E - Moat. 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" ;a ' .. a• L, T LrNe or P1r_9 ,anu® co"M a� R� � _ R C oR/z, - - _ 1� s�/L �I �T 51, r-/�a m � '` N a - // _ c �5 &IPS VEATJ�ALC.'r sC1' @ - - F5 6ARs NFYy7/o1LLY s"T @1 - �—� - ' 't 2� RYIL/S— rr ._ - - uND' �zrt r of 5iLaa l _ 2 •G' ©,C, 1�T, --- e ' 2Lo o,ct Y'PIcCsL . - _GfR/NVLti1R F1G.l.- ------------- CDN ,�Y"fR. - ( m T. _ _: ° - -- - ' 1 r� �- c i _- - __ __ _.___._ ''i # - �F3__` - A . __.. — iF"=--•— tA� ;e,1�, A Z.� .� tD ,//V -,r R1`A�' " ,�, t, — 1.f�� ` S �i r a4y.► , o ' - , r •^^ � o + ' NOTA; bACKrof6L AN/� "f;EIM; , .� - 8. F ,T P, rr:• L�YEJ��` ?Y'P/C'-0L 8 .� � F 6, ;YF, bAYG TYA°lcaZa • -. r MIN Tr"P. U l�I b" UF'°A56:L"1t _ ._ r ,r /:7/N ?'Yf�, rJNC.yS,j'Uk6k`� E S pR011/f��r?NkU$T =- ---s C7-- _ y!l?•T{!�" @ 5lL /,2 tii�, -- -�,Q .E. PR4�V(/ol �ftU,7 - _ FAR//VG' Je AIoP c ) u. "- C' - ¢, 7 WAS/SER �L97�a >� / _ c.- Af �crv, " NTS AAP ®!j C e - - - - f "116 Ah 112'_ A7 aNc210R 3oL7� N11C' WIS 0 l_ � u tlL U[ l�/NG W _ 1rJr —.��tL27r, y __ E 'rr�s�a' ayrL�t — z -7�i -- fi(�r� REVISIONS n��t:o nq,ay --------- - - _. r� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES DWG.NO. S;r � 0 PROJECT AND LOCATION PROJECT AND LOCATION: Qa s ° JL OWNER, DEVELOPER, AND CONTRACTOR 6 - -L9 - a2. SSUED v o B < o rt FiUA16_AJ�O APPROVAL 'y a� srELCo aesroaanoN AND WATERPROOFING recHNoroGv CORP, GUSMARREALTYCORP, - AtiP7ugW/dEPLFOABEV/EvJ _ SUMMIT ESTATES SUMMIT THEIMPERIA11, AONSTERPLANS FORONTEM t sreco ins eroaewa ,sunems•mewvon., niewmrpi000i •Te, z+zssssaoaros•F Y FaX 212683.9580 13-77 37TH AVENUE RESIDENTIAL DEVELOPMENT THE IMPERIAL T A ONE STORY CONTEMPORARY RANCH a 1 LONG ISLAND CITY, NEW YORK - = - U 2 6ENS'R,eL RE-V/5/orJS A"D.. Coot2D/A✓A710 l - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, 22 h // " ZIP 11101 �__ao 12 --ISSUED Fp;2_ coN�T2U�Tl0 G' f/1-1N_� EAST MARION, NEW YORK 11939 EAST MARION, NEWYORK 11939 r IVO Is z2 0 D2 P1502W A0112. 577E LaCA-r7ow RE 5/d / d DOE 9re of NEN i Project Reference Standard Details rfLJNy Y Poor) Gv-H SfRtlGftH,tY DATE: I ")BAT. T/IV 41 7, -- L,NE OF DDAME k EYoNO -- — h-l9 (6") BATT lNsU4ATis1N g - )S-4'7 (2) LAFERS R 19<6") NaT:: iNsncLL MINIMUM, - --- @ Zxre WALL FRAMING TrPrCAL �.. CONT N4 CEILrNC Nartam A^19 'EG ) BATT5 tf'r) ZATEx PoCs'lWiEtq u of FtpIiSIJBA(1ohd4t5 �p� 1JSULATloN @ &xG WA4L GATT )kSULA7tCJ•4 g /i-/3 (4 )aA7T 1NsUGArtok Ener Code Criteria and Design Compliance: �. ARBATYPIeA �JNEeAITC L°RAMnd6 AUp ,MrN. aPPpSITE p/RdTypNS roAn��tALL NVAG� °L!/MbtAAG 9Y 9 P AR FA „ BATT. INSULATi 4 /J BR t LeSaRMAC PErJETJ4ATloAls @2x4'WAL4 FRAMING W/Tld @ 2xon9RaGF FL°AMINr 2`-0!' I?161 , A 47VAIJ TO ALLOta+ l'NTA/TkRU WALLS F100FSr (I")RI6/A {tdSULATloA1 ._ a CBlLled68r E7 C. ))) Energy Code Criteria and Design Compliance: The indicated or proposed �-��: !'` /r� �% _ , „ �'' cLEAq or 4SAA}AIWI/�G17YpICAL E / J'TUCC ANE? SlML1LATED building conforms to the requirements of the New York State Ener ConservationR,BTURM TQ An LraW / ' S7UGGp dP'T'1G71.f. 9 q 9v a � 1<ni4 VC'NT/LATe r, M1N, Construction Code for Residential Buildings Three Stories or Less in Height. All work .%'`�` t /� / I ot�AA; of SNEaTNevG- Ty plaA4 �/O6rM � 4 A/R �I �oNA ��ELS illustrated for construction has been calculated to conform to the criteria for residential -I, .p� :(--� 'y;� • "�l „) r��),„.. A-A,y ) I.AYVX Nt�AC 114)64, M6 SC�'� � F 00 AIA 1077QAAAT! N AT IN�Doi"1� construction. Design criteria has been established and calculated for 2" x 6" nominal , f, �y ,�, 1 �., R-79 (6 BATT IA/SLILATlON , �..---- 1a« /CAIEE WALL oR 2x�O i i /j- oR ed L"CYriloaL �ENET7;ATIONS CC a l41rlflNEL7 SpAc�7 UNI7"_6 A'5 FaLLowS- wall construction and the inclusion of any and all optional 2" x 4" wall system ppeA/OA WALL PAAM/NG 7YF1444 ., INAaJTNRIJ WALLS FLu+oAS er_ 0.50 cFM/�N•Fi @turNt0ow3 construction, including openings, doors, windows, and/or similar construction, which NOTE R-1b (4").9ATT 14SULA770AJ - -^i-rr - `� �-a, ' CE/LnN6 Cm, ' b- o.Ao CAM/L,N.FT�SLIpINF,:DooR5 may or would have a negative impact on the overall required ratings. The criteria for - " . C Z 4 WALL rmmiA/G 4virkl r_ ) / ELECTR/CAL 80X rN6E0 Doar43 . - - - - 0"1 x �, }., ( l y�_. r rc _ NK,gG ALloT PLUAA((s,WASTk` c- o.5P cFM/GW.Ff.@ N design compliance shall include the following: _ Jk47 (I")AIGID In1s14,4710'14 _ ,• ,� --' .------"•-IGk S}//A'LO 'W/7,4 4,=.'+ REYJIw LrNS Qk uIM1LAR, a. Thermal Ratings for Zone 11B as per New York State Energy Code 9-38 (5")riA'rf 1N6tgt4r10✓ti bOAA0 ANb OlmOLAT60 Ct "r '{�( / / TYPICAL 000 60' Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope @ a6a im; WITN 4'a I AETdF4N I ,/ ' / 1 Y^ - , i �"'°�-CnNT A//� VEN1`it10/300 0 ) A-to (/")Rf6/47 /NSULar/a,V @AAFTLASTYPICAL. /NSTacLE.r�@SOP%1TANolOiq, MIN. 4•'-Q"RE7^uR'niWrff7� 6oARAwird R-/aC2'J2A'T&X - Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: 141AI A-10 (Z")LATEX Po4yMCr� AOOF R/A6C (TYA Y W//N !�-ly (5")C+4rr/,1W4ArXV ArJA p®LYML°R F0AM @ F040IXATID1/ FoAM LO ALL FEpJES7-AA770N 13-35 (e' biarr. 7Alwk*r4oN sGIaAEv7Y° R•13 (411)BATTtn/Sa44"/ON IYPICAG. Component MnR MaxR llf Component 1lnR MaxR t!f WITH FULL sAAWN7' T4'101CA @CEIG/NG wrTNrA 0' PETU4'N _ „ APfaCTER/OR TYPICAL- ^^� AL?: R' Y9 (('r COMPAC7Ct3 Roof/ceiling R38 R38 .030 Floors R19 R21 .050 AT*PV4LC/lLCUh1FL'RPJOE 0AAlZr9ASTI'PICAL -- R-/9 (6 ) 6ArrINSU447YON - _ _ _ ' !SttLWITNl S (!'r)LATEX AJa fE t oaa �5 AAW I3//NAC AId CA %xG WALL FRAmwS TYPICAL Exterior wall RIB R19 .046 Crawl space R19 R22 .050 SEcCrn(L7 i^L_QI�& 70 3E FULCY We"AT4C&Z7A1PP4FD O/q T ) , PG6YML?R FOAM Comp. ext. wall R19 R19 .051 Basement wall R9 RIO .080 (cOM/?/TIONCD SPACE) A-/3 (4"),,8ATT/NSULA-r1OIV 1 Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (UF<9140) ✓ W INOOW��i R, i( „ P P 9 ATTIC A-7 (i NAL& FRAMIRlPa WirN MIN A-10 (290AA•15 (3 ) through and including No. 12 for a glazing area of 25% (U <0 AWiE. 49'60N41$lj ooM/� Apodal , WEAR (JAM$VAi-) A_7 (/")/x/617) lnl"Ar'/OAI GARAGE AMEA =404 L M1M. S ADG b. Applied Insulation and Vapor Barrier shall be installed so as to maintain R•1$ (61507 INSLlLAf/ON ('NON^- � � � .BOdV�L? ANO S/Mt1LA7'CL'1 C ' � . � WinlolI 19 AE& LQCAT/DNS C3,44op/g. FI;AMING, �5 o4lrL1IP79NEt)J �' a L'AT£X p0&ffi Pv 57UOCo oI'TrON • WATNOrJT NEAVEA OS and provide continuity at sills, corners, plates, etc. ���(LL� FOA R-/o (2 P - k3E°pCAG1M�° TYPIC4C NOTE :AT FINISWS'O ARgq '� .•" FOAM C'° AE.L pONESTFZAT/ON C. Synthetic Sealant and Weatherstripping shall be provided and installed A&QVEF/RST F4ApgA W177d FULL 6644414T TYPICAL �: Ag IW R-to 2")OR , /S (d",) at windows, doors, sills, cracks, joints, wall panels, wall penetrations, and elsewhere PAoV ID9 MIN,4440 AT FLAU GJACUAWCAENCI , A-10(?") OA F/RST FLopA; 1 P P a PALYMM FoAMG CCA7ron1S - required in order to prevent unwarranted infiltration. R !9'(6")BATT DONT AIR VENT (/ 01300 0.) Va?E; oUORS ANU W 1NDOWS WC74it9UT/Aare A o7 CCONp/t/oNEp SF C E ) RErvRn! 7YPi CAL t NSTALL ER �SOr ,T ANG/,aR 70 fie J`ULL� WEATNEC"vTAIPPED. �C r '^. Ra OFR1bF-a' 1°7'P/CAL 6L0CA4tn1� 7 /al AL d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the r 1'' ` WITN' OC S'EN 7YO, 1NSEl4A?JNG GLASS AT 9 Y 9 YP r a \ I 000A5 ANO kWNOOKIS minimum thermal (R) ratings indicated for the following: t Ir J ,! /CE SNIELD WITN 1J OAS AAW WIND AT /w a 1. R-10, 1" rigid styrofoam, at foundation walls or simulated stucco. 1. — .} t 4 ANo WINDOWS NOTE: MAx/MUM 1 /J if Y 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. t ; �6 fr 'V41[ _0 /3ET4lRN NAT@:MA"/ 6166 !" OA OPEN,SPALL /GAF FOR Em. -- �,`—;,1 �.���..°.' Tf°Pac4L FIi�ST fLO4li,_Q1L � OPL`N $PACE/GAf" Fa�R SNIMs, WINDtJW ,�C3QQPw LCVA°G/NErE pL�FLECTiDn1, ETC. 3. R-19, 6" fiberglass batt, at 6 inch walls. - ^v- - ,. . ; ( ("' �� .i( ,j ie SEr,040 F400A. U-140L,ING DEI=4EGT1A BTG, h7fA1? (JAMi9 �S/M•) TYN/GAL . StMrLAR (� 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. __1 ,A - / 5. R-38, 9" fiberglass batt, at general attic ceilings ceilin s and partial walls. �✓fi Cc�NDrT/oNrrsPAcg) PTIRY®FCiA L CESI4MNIL!A"0 R• FF//RLeL PWrW LLA769 6. R-19, 6" fiberglass batt, at 1stfloor/basement ceiling, f/LL ki/'Trd 4.4-ra 4 MIN. A-10 (2") WEX POLYMeR � Po47/49A SF.ALANr or as required by field conditions to accommodate variations of finished and NorV: WSTA4L MINIMUM !� BA r7- (AIM/LATiON _ ' PaL7AWGR SEALAIJT F"M @ ALL. FENESTAATIoN heated/cooled areas. R•S(1") LATEX POLYME& �*�CBILInf WtTtI �j.0 RLxJUAN WIN P4144 58A4ANP 7YPiI FOAM f-2 AL4 Q4 0, PLulimmb W6. @AA/7fiA5 T'YP/oAd. AT PU44 CIAWAPFRENCE , e. Fenestration infiltration rates shall not exceed -0.3 CFM/Lin.Ft. at -- N078: DooAS ANO WWDOPV windows, - 0.3 CFM/Lin.Ft. at slidingdoors, and - 0.5 CFMILin.Ft. at hinged doors. VO DS ergCrA i A F4NETRA9/ 1, F/FvST SPAC4 9 VOIDS BT&.A AieC WALLS PtdciRs ' TG bE FiJL6Y WEA?HE><;STRt!'IPEL3. I. Window glazing and door units shall be insulating type with Max. U- CEIL//!r;G7C - 1 CGDNA/TYgN,C'4T SPACE! Ofa `��,. ���------��� GAAA68(NaN•CONDfT/aNEASP4GE) ' / �\ g Factor of 0.39. Windows shall be insulated prefinished units with a U-Factor of 0.25 - `/ ��r t/ 5C-,07(0 A/ & XNE E WA L� .„. � SE L"r7A°�3,J�t' ��,Q�✓(r_ Level. t T.I J`-��r�Ji°�l�+Yt° � SEC' Q1+1�,Q ��„ �s� LEVEL and an R of 4.0. � ----;�.�.,.�,•�T• ' ` � , l g. Exterior doors shall have Max. U-Factor of 0.58. .),•rPI`CAir 6�/�cD/,NO WA I faro �,C,�w,�OA . '/^¢dd�(C�w�(So 8441. ,J✓�m,i INe .Wei 161. a '(,wLa'�'101 - _ 'e/�'AL ,��f/(a,L�/NG �,+�/�d�' 16G- h. Enerav Compliance Requirements: d S-GALES 04 / !1 ° AATE 5E66RAW/nl� R -1 Fa(Z SGALt" ' 4 // / = u^°i° NDTE = 5EY AldAWINCa AS-/ ACA u _ e K/ CA 34 _ / CJ /VOTE = SF-C DRAWS Ci /45-/ FOR. 1. Heating Degree Days. 5750 (Zone 116) CeaNa7•RUCT/✓ N !JG^TAILS doN.a�rRuC.�°tr> .tyETdILS CO -A PETA/Lm 2. Design Table Series 502.2.4(1-6) 3 Fenestration to Wall Area Ratio Calculation: Total Wall Area: 1957 S.F. I�)IN. R-10 (2") GAvx p©LyN}CR� l� l9CGri)EATT lN5L1LATi3/J SIN R 10 (2 ') LA7'C-X 'PO4, �Bq R f$C6")BATT /NSUCATi0A) FoAM @ALL FBNE'STJYATEOhPi �a 2x 6 WALE' pKAAt4iNG TYPICAL N ��- TotalFenestrationArea: 457 S.F. M)1q TAf.( FA'NESTfyATi4 2xGWALL )'RAMiNGTY/'/CAL Calculation: 457 / 1957 AIr,' WrTN FULL SEALANT TYPICAL WJTN FULL SEALANT TYPICALy Ratio x 100: 23.3 Percent NOTE: ArdoNil6'P'001iA-A4iOVe L — 2x4 WALL PAAII WITN FIRST �LOoI� R l314")BATT lA(5l1GATldIJ PIRS7 r-400pt 'R-1.3W) aTTlA157�L 4'r'fAA / - Basementwallsinsulatedandinsulatingglass 6ARA5f A4EA' irJSTALL. MiN 1 R 1Gl")/arm/D InJSU6ATyoJ+J 2K4WALL FAAAM/NA9 WIFAI (CaIT.) TvNED 6-04': @2k4WALL FRAMWG kNTN at basement windows, therefore: 2Percent /$ (C")BAitT ENsuLATIAN 1 AOA ANO S/MeILAiEO (COND)r/oNE't% SPACE) ) I t , 0 I ,t A-7 0 A/61D INSOLAT70nl -� R^7 (! )3ip6lD INsuLATlO7J Credit Allowable and R38 Allowable at Ceiling (Attic). @�F400P%/GE14.946 1^AW ING 5TLYCo OPriml AS Ioow OP C-44'M/CAL ,BOX ��� 5 ?zV AAIB S/MU'l.ArED CLfG7A/GAL .BOK .BQAJA0 AND SIMULATED 4. Insulation Requirements as per Tablet Ceiling 4 (6): TYF°iGA,I_ , 1-2 da TA406-A406 - NVAC DUCT, PLUM'43/NG WASI* , ST i1VA6 DUCT, ,'OLUM'g/NG WASTE' a. Maximum Glazing U-Factor: 27 Rt QU1J N1ElJT TyPEC4$ LINE oR el/414A& COMPANEN7 a 1 UC wp p1�rJON ST(lc4o DPT/6?nl L/N6 AA SIMlLAA COMPANeNY b. Minimum Insulating -Faclues: OAr<oNAL A6TL'3+lrA7C TYPtcAt, ��--R-10 (1")RIGr+? lr4V414 rIfON TYPICA6 w.--R-fO(1"i)RiGI!? W-54/4AT10A1 Ceiling: R38 GARAGE 19(GAL AL INN07"IE 1L7N --- QOAF/Ci W1TN A_jo (2"i)4ATFI( -i -- m SoAl t1 WITN R-/o.(2'94A7EX CNaN�-CL?AIDiTfoNED PAG �6 MIN. A-/? (G ) IBATr.---�, o 7MCA�R� 1 cAM c�Pen>BTSAr,Ok PaLYMEPC FOAM �PE^>erl�A7tak Exterior Wall. R19 2K6 WALL FP•A!A/N6 AS n -. �: MIN. A-/% (G") /3A7`T' `�' "^ i Floor: R21 OF I^2°!° TA.AA'C OFF r -00 ; FRAM/NG �• / TYPICAL . A - TYPICAL - / - R84L1iR8MSF7P' 7YPtcAZ i,, ,, FLOOR, ARAMINCe r. Basement Wall: R10 EL&ETR✓CAL BpD( ^c A6T R l9 (6 )COAnPACTEb r Alas !{-!9 (G )GOMPAC7l ra Slab Perimeter: per Sect. 502.2.4.13 A'V P41CT-FLUMA91l�tG LdAs7C. ,NSU4. W1'1'7.1 ,Q-S f'I"�LA'1'✓ X PO4Y . Wi'97.1 rC''S_( l°]•LATEX, Crawl Space Wall: R22 •Lwri: 0A 4/MlLAR, Co/tAPANEI MIM. A-5ACl") LIApM'( /P 6YMCP- POLYMER FoAM POLYMER FOAN) P ( _/tl (2")LATEX F/C G/�ACt/j voloSErcWITN R-to (2°)LATEX . F/LL• Gt4AChSSU01SJSETGWITId TYIO1Gd&^ � . FOAM TYPICAL Mr R SCI')'LA7CX`PoLYMEA Pa4yM R FOAM "°' MIN. A-5 Cf')'LA79K'/wWT/1 /+'. PoL)'MER 1= 45 ,- I. gy FtO�7A�-M Ty7')CA4 - FOAM TYPICA4, I`rAT6 G14 rldrP 7Y 4, ATE' - ug fir- 6 dAsaI Di�N TY'r�1CAL • � PICA � A,PPLIEL) DAMPp OrFINC- ' APPLJED DAM P 00mvi w. FULL NEIGiJ7 TY /GAL "_ _ _ FULL N&JGAOTPTYe AL • '� gxTeRioA F®UNSATIoN IMAM, �'--" --�.J - 5- wlrN AT OPTk*A4° /Nv"ULAT/.D r'' ^^ iJOTB LaO4T1anJ OF R rp(r') \\ i Sl LARTCFA STtIC� S/p/NG RieJO WSULA7.1oAYBOAAD AT SySTEM, SETWITJdMAS'TBC, AA>tiL SPACC EXTE1q101; FOUNOAIIIONWALL 84SEMEI/T XT ,Aldq 'FOUNOATIoNWALL No7E LOeA7/ON OF NIVETWC, (NON- Ce�Jo/r/x ;A av .SPADE Wi1NlAT Oi MAMA: INSA,47`ED 0,10N- CAnJD/T/o7+JEU SP.4CB) WITJd/,AT Opn!d 6 JNSULATED T� Q,S PART eF 1.2% TAAO6 or-F VENTED ort, AVOA1- V1gM79D S1MU Alleo 5T CCW S/D/NG " SIMULLAre sr, CCqq S/D/nrG ftEtQiJ(/+.EMeNr. ° I SYSTEM. SBt' WI NI,MA5T7C • s7's7EM. ?E'TWITN MASTIC . Nay ..s �f/�JA+ R1�IDNArE LocAY/tiNs»PARG�r/N6 , NA7e LocAT/aNGPARG�T/NG , No78= rNsTALL AAlNIMUa4Fao 2-As Mlle B FLAW „ = - \\\ 1Jo7E : SETIIAISTALL R1G1E� n \\\ h s (l") LATcv( p�LYM J� F/NISN sRALaE 7Y>'I�Arw R-/D(l )/�I ILS �aA R-/O(I )A1GID BoAAD NOTE :, SeT�INSTALL RJGlL7 60AI 2Lo" mid. 5E40W 9oAAD 2`-o" Mild. E3ELoW FOAM (B) A44 M/AC AUAWA4Jrm ;r a Owalr1046L7 ARB`ASS F/NrSW GAADB TYPICAL @ CoNOITIoNEU AREAS FlARON 4;(tAoE 7YPICAL OR ELECTq la44 /LbVET/lAT1rANS SC7 WITN lNSULAT/NCA 5&-rWIA/ 01,1Sl1'LATIMS _ ,A ) SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 Wfm/TNAL! la/m FL PAS FOAM aE44ANT (R 5J v p., N 1Vo7E-�lNSrALL ,1 WIMUM FOAM SEALANT (A^5J ;?,; aI n b ._� NUIE- my ALL M/N/AWAI SUMMARY OF BUILDING STATISTICS pal/L!N/a a E7Y;, 0F7 r l2" l2 O:C , K-a(1") 2Ar�c pALYMLATi ' : � /$-5(/") �.Arex NpLYMLtAl • GOAbo!/'1ok642 SPA6r S F®aNJ @ALL NVAC PWMl3JNG i FoAM @ AGL NVAC PLUMf3JrtG THE IMPERIAL_11 OA AA0AS TYPICAL , -- -- 1. Occupiable (heated/cooled) Finished Areas I� I' O/i ELECTRICAL PC/NETRATrDNS AR ELBCTR/CAL PnCEYRATJONS a Habitable Area, first floor 2083 sq. ft 9 < q ' AT ALL WALLS FLOORS a ' '" AT,AS L WALLS FLRS1 b. Habitable Area, second floor 208N/A sq. ft. d ° a ' " CE/1 IMGSr ETL/, r �� ' GElLfNC�� ETC . C. (Sub)total Habitable Area 2083 sq. ft d Optional Habitable Area N/A sq. ft. e. Total Available Habitable Area 2083 sq. ft. 2. Non Occupiable (unheated/uncooled) Unfinished Areas. a. Non Habitable Area, basement 2040 sq ft. b Non Habitable Area, crawl space N/A sq. ft. M ,e� rr,� .e 7'10N G /3A5�ME w'7, C. Non Habitable Area, garage 510 sq. ft. r 3 ,`.J f�+d?"' ON CD Jr-'/-A ()J1) Of'�,,404 � �-��'�/4'�� � rrl��l�,�. '�!' �L'';� 1`..!/1 __._.-. Px . �.../ .-: ---___.�...,_.._... ... .a, ..=- .T d 63 sq. ft.. Non Habitable Area, porch/stoop � AIG. �, ` e. Non Habitable Area, deck 109 sq. ft. T a 014",41, 6U,1s4D11V0 WA 4,/. t&� 1` 1 1'a) 7�"t`"1�"1CA/`. 95U1L�uDIN NA16L S 0"}101V 7-001CAL 84//4D/AA3 W . aZ1C0A1 r/ f f. Total Available Non Habitable Area 2722 sq ft S- C-4 34 r/ / LM"P1 v7•G = S@E LU�AW1A0 P,$-/ FciR � 4E ; aqu / L �/i NorC SEE pRAw1/dG ft5-! FOR' ' UC''- 1411 a / LP.9,i NOT: - SEE DRAW1146 /R5-/ FOR CoNSTA0Z7`1 rJ L)E7`AlL,S CONSTRUCT/oN pE,TA/L�s COkST0.UCT/orJ DETAILS - - PROJECT AND LOCATION PROJECT AND LOCATION I",:��ENo 4 o,�,Z�o SIC S oL O RESTORATION ILDING SYSTEMANDNWATER ROOFIN 8 3Ec°NSoFoVALUATIONS AND TECHNICAL w 8ORPo VICES DWG.NO. REVISIONS _ 1 -Tel �. , OWNER, DEVELOPER, AND CONTRACTOR. 9 -!6 D2 ., lsS lFD TO -I?.6,8 -! OR- F/L 1A1_G.:-- - SUMMIT ESTATES SUMMIT ESTATES - MASTER PLANS FOR ISS F " . ACuwi! UriTfCAJ �'F/vN4 (_ RESIDENTIAL DEVELOPMENT THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH r G -77 37 REALTY CORP - r d . 1�ISEVl3/2.73-X-P2B-- .- SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (DPP. HAND), 17, 22 13-77 IS 37TH AVENUE - -- -- - - EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 sA i o� LONG ISLAND CITY, NEW YORK ---- - - CI~� ---- 9r w°. ++zz { Energy Compliance Requirements and Details ZIP 11101 - -- F 0 NEW _ DATE: B� P� ui 17 Provide 5 inch beam SFCILON 105 - BUILDING DEPARTM NE T AND C� COMPLIANCE NOTES Poured concrete foundation walls shall be insulated with R-10 rigid Provide minimum 8 inch by 12 inchpier pocket at(8 minimum at 10 inch foundation walls. 11 Subfloors to be a minimum of one layer - 1 layer 5/8" T & G plywood at inch foundation wall Adjust footing as hardwood flooring and 1 additional layer 1/2" standard plywood, glued and nailed at insulation Min. 24" below grade, unless otherwise shown. 1 Zoning Requirements: Proposed building location on the site shall be i. Clock type thermostat or temperature controls shall not exceed 72°F for required for pier carpet, ceramic tile, marble, or similar finishes. Adjust as required to match finished submitted by a licensed New York State Surveyor. heating and 78'F for cooling, with an ambient exterior temperature of 20° or 90°F 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. y y y y respectively Switch, clock or manual control setback shall be provided. of pour Protect from freeze cycle. Protect from heat trackage and drying shrinkage. 12. Exterior sheathing to be 1/2" walls and 5/8: roof, respectively. Exterior a. Certified Survey shall indicate all front yard, side yard, and rear yard lines P Y and illustrate that the proposed building conforms to these requirements. I 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. 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). b. Certified Survey shall also include location of underground utilities, p ( ) 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 YPlumbing shall comply with the following: P York State Plumbing Code and shall be warranted to be leak free after completion. (Sub)contractor to check and verify foundation dimensions and conditions with related 14 Wood in contact with concrete to be treated with Wolman Salts connectorsfitting (CCA). other relative requirements. floor Ian dimensions and conditions Provide malleable boots, , s, etc. ( ) c. Contractor reserves the right to adjust, where, if, and when required over 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 all building dimensions to accommodate any zoning restrictions. ) 2 Structural Design Criteria Minimum floor loading design criteria shall comply 902.6 K N Y State BuildingCode, 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 Ocoupancy. 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 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 Location )1L/@ pe3d Deflect Limit covering including base plates, bearing plates, hangers, clips, hurricane straps, gussets, as follows1 at basement/garage 100 Ib fs varies not applicable 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 2ndfl or 40 Ib /sf. 10 to /sf. L/360 types K o�only-. or use spacer. Conventional nailing. 2nd floor (sleep area) 40 Ib sf.Isf 10 ./ /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 (non storage) 10 Ib./sf. 5 5 1b Is L/360' splicing and assembl y necessary shipping and Conventional nailing. attic (storage) 30 Ib./sf.* 7.5 Ib /sf. L/360* so in the State of New York. P 9 y. Disassemble unit only as necessa for roof 30 b snow All kitchen sinks, lavatories, water closets, utility sinks, laundry tubs, handling limitations. Clearly mark units for field assembly and coordinated c. Openings from 6"-1" to 8"-0" width = 2-2x10's DF with 3/4" / 1516 L/360 g' * Ceiling beams may have to be increased for storaggee 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. AWS standards. higher loads. selections. 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 locations: 7. Where applicable, all plumbing stacks shall be enclosed in interior walls to assure that the following is adhered to: 18 Bearing at headers unless otherwise indicated on the plans shall be a Smoke detectors as per Part 7211 of New York State Building Code When stacks are to be placed in exterior walls they shall be properly insulated from a Reference Standards conform to constructed as follows. 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 up to 6-0" opening = 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 prevailing Rules and Regulations of the local authority/Building " 3. American Welding Society (AWS), D1.3 "Structural Welding each and, conventional nailing Code-Sheet Steel. Building Code. Units shall be located as a minimum criteria as follows: Department having jurisdiction. c Headers for use upopening to 8'-0" = 3-2x4's or 2-2x6's DF at 4. Steel Structures Painting Council (SSPC): SP 3-63 Power each end, conventional nailing. 1. 2 @ 19 square feet at the first floor, 1 @ 15 square feet at each bedroom, 1 @ 15 square feet at the basement or as determined as prudent by field SECTION 110 -91JSL1f1E_SP-ECIFICATIONS, Tool Cleaning. d. Headers for use u to 10'-0" opening P = 4-2x4's or 3-2x6's DF at 5 American Institute of Timber Construction (AITC), each end, screwed at 1'-0" on center. conditions Specifications for Wood Framing Support and Splicing 1995 Edition. 19 Headers at basement windows to be steel (ASTM 36 lintels on 4 inch c Fire stopping and fireproofing as per New York State and Uniform PART A. SITE WORK AND SOILS' 5 All joinings shall be neatly and strongly bolted, welded or riveted minimum bearing. Install 2-3 1/2x3 1/2x5/16 steel units ) Building Code Provide minimum 120 square feet 1/2 inch or 5/8 inch F.C. 60 or Type 1. Do not commence excavation or foundation work until the building has together, as approved, with all bolts, screws, or rivets, countersunk and dressed flush; 20. Framing members, unless otherwise noted on the plans, to be laced at X sheetrock (tape and spackle 2 coats) at the telling (and exposed wall framing) area been located by a Licensed New York State Surveyor. Location of building is to include 9 p p 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 , d 16" center. Dimensions have been established to or from the face of the frame wall and spackle 2 coats) at the entire garage ceiling and exposed wall framing. Provide system, etc finished clean and smooth and shall be free from any unevenness, corrosion, and do not include requirements for sheathing or finishes. Class C solid wood or metal clad 3/4 Hour Rated self closing door unit and assembly 2. Compliance to local zoning requirements shall be indicated by the staining, or other imperfections. 21. Flush wood connections shall be fastened with rated galvanized metal from the garage to the dwelling. Provide 1/2 inch F.C. 60 to Type X sheetrock (tape and Surveyor. If applicable, building dimensions are to be adjusted to comply with the 6 Structural steel and/or miscellaneous metal work to be rolled sections or connectors to "TECO" "SIMSON" or equal. i ll with the f in l plates complying following. 22. Rid spackle 2 coats) wall/partition divider with 2'-0" return at each side of all area specific criteria and restrictions of the building lot. flat p9e beams and/or valley rafters to be supported on 4"x4" nominal limitation for non accessible attic or similar areas. 3 Locate existing underground utilities in areas affected by the work. If a. Structural steel angles, channels and bearns shall meet the posts with minimum 2-2"x4" nominal top plates (4'-4" long) and 2-2"x4" nominal base ASTM A 36. 4. Building Department Approvals and Occupancy. The minimum standards shall utilities are to remain in place, provide adequate means of protection during earth requirements of 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 b. Steel plates and bars: ASTM A 36, ceiling joist with 3/4" plywood gusset (flitch beam) or at/on bearing wall below. a Inspections Notify the Building Department at least 48 hours in advance encountered during excavation, consult Utility Company immediately for directions. c Structural steel sheet: hot-rolled ASTM A 570; or cold rolled, ASTM 23. Nailing schedule shall be as per the N Y.S Building Code as a to perform the required inspections and certifications for: Cooperate with owner and utility companies to keep respective services and facilities A 611, Class 1; of grade required for design loading, minimum. 2"x6" studs shall receive 5-IOD nails at sill and plate. Exterior nails shall be 1, Foundation - two required for poured concrete footings and walls. in operation. If irequired, repair damaged utilities to the satisfaction of the utility owner. d. Brackets, flanges and anchors: cast or formed metal of the same galvanized. Provide 3 nails at 2x4 units, 5 nails of 2x6 units 4 Tthe area of the site where work is to occur shall be cleared and rough type material and finish as supported rails, unless otherwise indicated. 24. Plywood sheathing to be nailed with 8 D nails at 4" on center exterior 2. Rough - framing and plumbing. e. Masonry inserts: threaded t wedge type; galvanized ferrous edges ate areas, 3 Insulation of walls, ceilings, foundations, etc. graded prior to excavation g ( ) castings, either malleable iron, ASTM A 47, or cast steel, ASTM A 153. 25tl 6 Theariouting of any plumbingtlines,dlAC duct work or similar utilities that 4 Final - construction must be complete for C of 0., including 5 AIII footings and foundations have been designed for 2 ton 4ksi bearingg weather seal, plumbing fixtures, heating, electrical, etccapacity in absence . Threaded rods, anchor bolts, bolts, lag bolts, HI.S. bolts, washers, requires the cutting of any structural components, (joist, bearing wall studs, headers, . 5 Underwriters Certificate for electrical panels, power, lighting, etc. 6. Pllace allll soils tests,footings in undisturbed soil or properly compacted soil. nuts, etc shall be carbon steel threaded bolts meeting requirements q irements of ASTM A 36. etc.) requires that the consultant must be notified for approval before any cutting may must be provided 7. Protect existing vegetation to remain after construction by use of g Expansion bolts shall be Hilti "Quick-bolt, II" or equal, subject to be performed. All cut members shall be cut at the neutral axis with a maximum b Certificate of Occupancy. Building may not be occupied of used for its temporary fencing. consultant's approval. 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. 7. Timber connectors or structurally supporting devices to be hot-dipped, 26. Alternate framing requirement shall be such that all pre engineered performed and reinspected, and Tempoiary or Permanent Certificate of Occupancy 9. DO NOT back fill foundation until first floor platform framing and galvanized Simson or equal, units suitable for nailing or screwied connections or lumber shall be Georgia Pacific SPI series Wood-1-Beams and LVL products or issued supporting structures have been installedinstallation complying with the following. 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 5. Energy Code Criteria and Design Compliance: The indicated or proposed b. Adjustable column base, CBA or PB Series. bearing PART B. CONCRETE WORK AND REINFORCING g points ata minimum. A single 1 3/4" LVL rim joist shall be required ll floor building conforms to the requirements in the New York State Energy Conservation 1 Concrete shall be 3000 psi concrete. Finishes exposed to weather, shall C. Hold downs, F TA FTS, PARD J ,MPAHD,FSA Series Series. perimeters. Design, sizing, handling, storage and erection of components shall be as Construction Code for Residential Buildings Three Stories or Less in Height. All work d. Anchor bolts, STAB, FA, HFA, FJA, or FSA Series. per manufacturers recommendations, illustrated for construction has been calculated to conform to the criteria for residential be air entrained and filled where required after completion. 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. f. Gang hanger, FN FD, PF, B, JB or GB e Joist hangers, LU, LUS, LBP, U or Series. 3. Ri6riforcement shall conform to ASTM A-615 Grade 60. Series. PARTE MOISTURE PROTECTION. wall construction and the inclusion of any and all optional 2" x 4" wall system 4 T1he concrete subcontractor shall cooperate in setting anchors, its, 9 Hip ridge or valley connectors, HRP, HCP, HVP. LSU, LSSU, or 1. Exterior doors, windows, and specialty items to be installed or framed construction, including openings, doors, windows, and/or similar construction, which inserts, VPA Series may or would have a negative impact on the overall required ratings The criteria for tie downs, amen sleeves, etc. as required sl other trades. The (sub)contractor for shall into the exterior walls and shall be properly caulked using GE Silicon II, Tremco Mono verify the dimensions of, and install/set, all slots, sleeves, etc. before setting forms. h. Reinforcing plates, SSU, SSUT, SUR, L, LS, STC, STCT, or DTC or equal and filled with expandable sealant. design compliance shall include the following: Series, a. Thermal Ratings for Zone 11B as per New York State Energy Code 5. Fiootings shall bear directly on undisturbed soil having a minimum 2. Vapor barriers to be a minimum of 4 mil thickness. Prescriptive Package method as per Table 2 or as per Prescriptive Building Envelope bearing capacity of 2 tons min. All footings shall be poured on a level surface. The i. Beam hangers, GET, HGLT, GLS, or HGLS Series. 3. Exterior doors to have a weather stripping and exterior type aluminum subcontractor :shall assume full responsibility for all verification of the assumed safe j. Straps, wall ties, and hold downs, ST, FHA, PS, CS, ETA, LFTA, saddles. Requirements in accord with Tables 5.02.2.4(3) through 5.02.4(6)as follows: soil bearing vallue TS, LTS or MTS Series, 4. Foundations below grade shall be patched as required and then coated Component Mlt]R Max R Uf Component MinR Max@ 1jf 6. Sllabs to be reinforced with 6x6 10110 welded wire mesh and are to be a k. Seismic and hurricane ties, H, WB, WBC, or CWB Series. with a two part bituminous mastic membrane. All foundations above grade shall have 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, cement parget finish. 8. Structural steel shapes and miscellaneous metals to be installed in 5. Provide expandable neoprene joint fillers at all horizontal and vertical Exterior wall RIB R19 .046 Crawl space R19 R22 .050 Installed on tarmped soil, 4 inch granular fill, and 4 mil vapor barrier. b required clear, tight, level manner Weld, bolt, nail, or screw all connections as re Comp. ext. wall R19 R19 .051 Basement wall R9 R10 .080 Z Slabs to be thickened to 12 inches at bearing walls and reinforced with q y the joints where construction meets dissimilar materials, at all electrical outlets, duct specific installation. Paint, as required, with galvanizing repair paint complying with penetrations, window installations, and similar locations. Acceptable Prescriptive Design Packages No. 7 for a glazing area of 15% (1-F<0.40) #4 bars bent tin follow contour of slab, at 12 inches on center. ASTM A 78d or rust inhibiting paint Type 1, II, or 111. 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. 6. Provide fabric and/or metal flashing lapped minimum 4 or 8 inches and extended minimum 4 to 8 inches at all valley flashings, ridge flashings and similar Provide continuous key at top of footing. Lap reinforcing 30 diameters and provide PART D. CARPENTRY Id. Applied Insulation and Vapor Barrier shall be installed so as to maintain additional reiniforcing 2'-0" each side or corner. areas. and provide continuity at sills, corners, plates, etc. 9 Wells to be continuous and reinforced with #5 bars each way at outer 1 Structural framing psi b structural members Douglas Fir Select Grade 7. Provide metal flashings 8 la pped minimum 4 inches and extended 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 o be psi le for repetitive use, and 1450 psi la 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 center or other spacing as indicated on the documents. 8 Provide metal step flashing lapped minimum 4 inches and extended required in order to prevent unwarranted infiltration. 10 Malls to be anchored to footing with #5 bars bens into an ell shape at 12 3. Floor joists to be 2"x10" or 2"x12" nominal placed at 12" or 16" on center minimum 8 inches vertically and 8 inches horizontally at chimneys, skylights, or inches on centter and extending into wall a minimum of 24 inches. or other spacing as indicated on the documents. d. Insulation to be rigid styrofoam or fiberglass batt type and shall have the 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 plate. L 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 row or fiberglass batt by Johns 2. R-13, 4" fiberglass batt, at 4 inch walls with R7 rigid insulation. Install/set 18 inch long 1/2 inch diameter "J" shape anchor bolts at 4'-0' on center. Set hardware as required by the specific spacing of the anchor plates. Manville or equal and shall have the following ratings 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 6. Rafters to be mimimim 2"x8" or 2"x10" nominal laced 12" or 16" on a. - R-10, 1" rigid 4. R-38, 9" fiberglass batt, at 2nd floor ceiling return. base connectrors, thrust washers, and hurricane/seismic tie downs, etc. as per P gid styrofoam, at-foundationintwalwalls 7 simulated stucco. 5. R-38, 9" fiberglass batt, at general attic ceilings and partial walls. recommend atiicn 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. 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 list floor/basement ceiling, 13. Install/set 18 inch long 1/2 inch diameter "J" shape anchor bolts, spaced 7 Rafters or as required by field conditions to accommodate variations of finished and and quantity a+s required by base plate locations maximum of 4'-0"8 Rafters center d. R-38, 9" fiberglass batt, at 2nd floor ceiling return. 14 Provide 1/2" expansion joint/bond breaker material between concrete and/or trusses are to be notched at the top of the wall (double a R-38, 9" fiberglass batt, at general attic ceilings and partial walls, heated/cooled areas. plates), adequately attached to the wall/joist framing, and securely attached to the f. R-19, 6" fiberglass batt, at 1st floor/basement ceiling,e. Fenestration infiltration rates shall not exceed -0.3 CFM/LIn.Ft. at slabs and adjacent concrete or masonry wall construction. framing with Simson or equal hurricane connectors or tie downs 2. All interior walls at all bathrooms or "wet" areas, to be insulated with non windows, - 0.3 CFM/Lin.Ft. at sliding doors, and - 0.5 CFM/Lin.Ft. at hinged doors. 15 F=inish exposed concrete smooth at slabs, broom finish at stoops, 9. f. Window glazing and door units shall be insulating type with Max. U- texture finish at walls, or as required by the specific location. Apply non slip finish prior le Ceiling joists to be minimum 2"ten or 2"x8" nominal spaced at or foil backed Batts equivalent to the rafter spacing and securely fastened to the wall and rafter framing. 3. Install units in uninterruptedlengths, p, q y Factor of 0.39 Windows shall be insulated prefinished units with a U-Factor of 0.25 to dry time at s3teps and stoops. Apply pargeting at exposed to view foundation walls. 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 standadsed b installation P 16 Install one proposed R-10 rigid insulation at exterior of foundation wall to a Lam, or as shown on the drawings. 4. Provide 4'-0" insulation return at ceiling of first floor at the perimeter of and an R of 4 0 depth of 4'-0" Ibelow the ro osed finish rade elevation. the second floor level. Insulate all soffits below heated areas, above crawl spaces, or g Exterior doors shall have Max. U-Factor of 0.58 basements, or similar areas. REVISIONS 3!.�Pe°`1 oti DWG.NO. 5 OF /O PROJECT AND LOCATION: �o iT CST BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES OWNER, DEVELOPER, AND CONTRACTOR: - d -2 6 - v SSUEA 7D 0 o 6 ibK Flt Mj_6 qA)0 APr(ki PROJECT AND LOCATION �Qa yyi`� tJfu STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP, GUSMARREALTYCORP, - Anlo 7v gWWEf� WR BLvrEvJ SUMMIT ESTATES SUMMIT ESTATES -MASTER PLANS FOR sreyco msBroadway,s"nuns-New York,N"wmn ioosi •rr,zizseasasaiss•Fa z)zseasses RESIDENTIAL DEVELOPMENT THE IMPERIAL ll, A ONE STORY CONTEMPORARY RANCH • • 13-77 37TH AVENUE --7-, 6 - 02SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP HAND), 17. 22 s r � GSnISi-,eL REVIS/Ont$ ARID. Coo/G-D/AJ47/OAI - ZIP 1 ISLAND CITY, NEW YORK /SsuE� Fo,4 . cvnl d -TIO EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 �r roo, yyxz''yo� Building Department Notes, and Project Specifications, Sheet No. 1 ZIP 11101 -- =3n -Q1.. R_S+ "- -f2. j2, p2 t45(ft-17 FCR 511*E-GUGISY7DN Plr"51404di DDB Fop NS's r ri-1144 Fah GaH Sf-RIJLrIBFY - - ---- - - DATE; 6 -ZG f l pi 7 Kitchenand bathroom accessories to Include towel bars, grab bars, 2 Roofing system components to be UL listed products and components - PART G. INTERIOR FINISHES' soap dispensers, soap dishes, tooth brush holders, clothes racks/shelves/bars. etc. with a flame spread rating of less than 25 and a smoke contributory 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. 65 The system shall be uniform in color, texture, and pattern. Provide single or multi SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 areas to be standard 1/2 inch gray/white boards at all areas. except showers, laundry color components, as required from building standard selection. Component design INTERIOR FINISH SGHEDU(„E rooms (at washing machine areas), powder rooms (at sink and water closet areas),. PART I INTERIOR STAIRS: Is to consist typically of 235 pound timberline interlocking multi color shingle pattern, A Main Entrance Hall or Foyer Area, and similar areas Sheetrock shall be U S Gypsum or equal. 1 Interior decorative wood stairs and matching railing(s) to be edge drips, flashing, water seals, fasteners coordinated connectors and other 1. Floors, hardwood, optional Pergo or marble 2. Sheetrock at bathrooms (except shower or tub areas), laundry rooms (at prefabricated wood units ready for installation and finishing specialties. 2 Walls, ceilings, doors and trim; painted, optional stained door and trim washing machine areas), powder rooms (at sink and water closet areas), and similar 2. Fabricator to perform all required field measurements and adjustments 3. Install ice shield and underlayment (15 Ib ) felt flashings, stops, isolators 3. Stairs, stained oak treads, landings and railings with painted risers, "wet" areas are to be standard 112 inch water repellant blue or green/grey boards at all prior to fabrication and assembly. All units to be glued and screwed complete self and similar components prior to the roof shingle installation Nall and fasten securely balustrade and trim areas, except at bathrooms, tub and shower areas. Sheetrock shall be U.S. Gypsum supporting unfits. Building standard units to be constructed as follows: and in uniform, level, and industry standards B. Living Room, Great Room or Dining Room: a. Stringers and risers, No. 2 select finish grade pine lumber, ready 4 Install typical roof system components, including shingles, flashings, 1. Floors; hardwood, optional Pergo or marble or equal. ) drips, shields, caps, etc. in uniform, straight, level, and proper method. Provide for 2. Walls, ceilings, doors and trim; painted, optional stained door and trim 3. Wall board at bathroom showers and/or tub areas and similar wet for paint (1 primer plus 2 top coats latex water base color coat). and/or "subject to mold" areas to be standard 3/4 Inch or 5/8 inch waterproof non toxic b Treads, balustrade, and railing(s), No. 2 select finish grade oak expansion/contraction as per manufacturers recommendations, and as per industry C Kitchen or Breakfast Areas 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). standards. Flash all valleys with continuous lap shingles. 1 Floors; resilient tile, optional hardwood, Pergo, ceramic tile or quarry tile 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 5 Cut out, notch, and flash components as required toi accommodate roof 2. Walls, ceilings, doors and trim; painted, optional stained door and trim with or without shower areas. wood units ready for installation. hatch, plumbing vents, skylights and similar penetrations as required. Cuts to be neat 3. Cabinetry and built ins, composition units, woad doors and sides, 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 and tight to component. Flash and caulk as required. plastic laminate counter tops and back splash, optional, wood base 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 6. Completed system to be neat, weather tight, and aesthetically pleasing. units, glass/wood doors, Corian counter tops and back splash or 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 7 Flash all valleys, ridges, penetrations, chimneys, and similar work or marble counter tops and back splash 5. Sheetrock at all Interior building walls adjacent or congruent with the a. Stringers, risers, treads, No 2 select finish grade treated fir items with .020 colored aluminum flashing. Exposed flashing to be color coordinated D Rear Entry, Mud Room, or Laundry Room, garage area to be 2 layers (1 at each side) Fire Code "60" or Type "X" 1/2 inch lumber. to the roofing system Start valley flashing with continuous rows (3'-0") maximum of 1. Floors, resilient tile, 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 asphaltic 2 Walls, ceilings, doors and trim, painted, optional stained door and trim 5 Attic/access units (folding) to be glued, screwed, hinged complete self flashing, E Garage Area 6. Sheetrock at walls and ceilings to be screwed, butt jointed, and to closing folding units. Units to be constructed as follows. 8. Extend flashings minimum 8" below ridges, valleys, etc. and 4-8 inches 1. Floors; smooth finish concrete receive tape and spackle at all exposed to view, fire rated areas, and/or wet (shower a. Stringers, treads, frame, back board, No. 2 select finish grade vertically at chimney, etc Set flashing tight to sheathing. Provide flashing collar at roof 2. Walls, ceilings, doors and trim; painted, optional stained door and trim or tub) areas as follows pin or oak lumber ready for finish (frame and back board panel only) with 1 coat vents, exhaust fans, skylights, etc Step, key, and lock as required. Caulk all joints 3. Overhead door, unfinished a. Great room, living room, dining room, bedroom, kitchen, powder primer and 2 to coats latex water base color coat. rooms, bathroom, laundry room, hallways, bonus rooms, and similar living areas to P P ) where required F. Powder Room or Partial Bathroom. receive a minimum of 3 coats tape and spackle, sanded and blended between coats 6. Stair dimensional requirements to be as follows. 1 Floor; resilient tile, optional, Pergo, marble, ceramic tile or quarry tile a. Decorative stair(s), T-0" in width, maximum riser height 7 3/4 PART N DOORS AND WINDOWS. 2 Walls, ceilings, doors and trim, painted, optional stained door and trim at both non rated and rated construction. inch, minimum tread width 10 1/2 inch 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. Garage, finish storage, closets, and similar non living areas to receive a minimum of 2 coats tape and spackle at both non rated and rated b. Non decorative stair(s), 3'-0" in width, maximum riser height 7 3/4 right hand, shall be vinyl clad, wood units as manufactured by Andersen Windows and laminate counter tops and back splash, optional, wood base units, inch, minimum tread width 9 112 inches. Doors Each unit shall have 3 screws 4" brass hinges, 3 per leaf which shall have non mirror/wood doors, Conan counter tops and back splash or marble construction C. Attic/access stairs, 2'-0" in width, maximum wrung spacing V-0", removable pins for all outswinging doors for security purposes. Provide counter tops and back splash C. Boiler room ceilings, exposed framing, and similar non living minimum tread width 4 1/2 Inches weatherstripping at each door unit, including the astragal at pairs of doors. Units shall G. Bedrooms, Den, Office or Bonus Room: areas to receive a minimum t coats tape and spackle, be glazed in double paneled glazing units, tempered where required by Code, 1. Floors, underlayment and carpeting, optional hardwood or Pergo d. Attic, storage, behind cabinetry/built ins, and similar non habitable PART J. PREFINISHED VINYL SIDING. hermetically sealed with Argon gas between the panels. Each unit shall have a scuff 2 Walls, ceilings, doors and trim; painted, optional stained door and trim areas, as required, 1 coat tape and spackle. 1 Vinyl siding system to be as manufactured from a single manufacturer. resistant sill, heavy woad frames and stiles with each door panel being 1 3/4" thick. All H Bathrooms: 7 Door frames, window frames, trimmed openings, and similar areas to System shall be complete, including all trim, locking devices, stops, fasteners, door panels shall have "simulated" or "clip on" divided lites. All units shall be finished 1. Floors; ceramic tile floor and base, optional marble floor and base, be building standard colonial 2 Inch trims or casings with matching stools. connectors, Isolators, etc. required to complete the Installation. having extruded/formed vinyl cladding to meet AAMA 605.2-92 standards. Color of quarry tile floor and base, or Pergo floor and wood base S. Base mouldings too be building standard colonial 3 1/2 inch trim or 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 and trim, casings with matching stools. 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 or partial ceramic tile, marble, or quarry tile walls 9 Rooms and areas scheduled for paint finish shall be spot speckled and Component (design is to consist typically of clapboard siding, window frame trim, fish doors shall be bored to allow for the selection and matching of dead bolts and lock 3. Showers, tubs area, and similar wet area(s); ceramic tile, optional, blended nrequired, primed with 1 coat roller applied or spray applied latex primer scale or shake shingle pattern, end straps, drips, flashing, water seals, fasteners sets. If door handles are to be supplied by the door manufacturer, they shall be marble or quarry tele and a minimum of 1 coat building standard flat wall and ceiling finish. coordinated connectors and other specialties constructed of solid brass in standard configuration. 4. Vanities and built ins; composition units, wood doors and sides, plastic 10. Trim, cabinets, shelving, doors, and similar components scheduled for 3 Install all flashings, stops, isolators, and similar components prior to 2 All windows shall be vinyl clad double hung units, lexcept at basement laminate counter tops and back splash, optional, wood base units, color finish shall a spot repaired and blended as required, primed with 1 coat roller field installation Fasten securely and in uniform, level, and keyed manner. egress casement, as manufactured by Andersen Windows anid Doors, and shall mirror/wood doors, Conan counter tops and back splash or marble or spray applied latex non staining primer and a minimum 1 coat building standard - 4 Install typical field components, Including shingles, clapboard, vertical match the existing windows in lite divisions. Each unit shall be double operating counter tops and back splash satin finish trim color. 11 Trim, cabinetry, shelving doors, and similar components scheduled for siding, etc. in uniform, straight, level, and proper method. Provide for sashed units with sizes and model numbers as indicated on the drawings. Each unit I. Corridors and Hallways (First Floor): stain finish shall be sanded smooth, stained with building standard water base color expansion/contraction as per manufacturer's recommendations, and as per industry shall have steel and zinc sash lacks and spring balanced block and tackle hardware. 1. Floors; hardwood standards. Provide weatherstripping at header, intermediate rail and bottom rail. Frames shall be 2. Walls, ceilings, doors and trim; painted, optional stained door and trim stain and finished with 2 coats non staining water base poly urethane. 5 Cut out and notch components as required to accommodate hose 11/16" thick at lambs and sills shall be 19/32" thick. All sashes shall be 1 3/8" thick. J. Corridors and Hallways (Second Floor): 12 Interior doors to be standard 6'-8" height, width as required, Lewan type bibbs, electrical devices, and similar penetrations as required Guts to be neat and Sash units shall be glazed with double paneled glazing units with Low E glazing 1. Floors; underlayment and carpeting, optional hardwood or Pergo hallow core pressed particle board, 6 panel colonial or similar building standard birch tight to component. Flash and caulk as required. 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 veneer stain grade flush panel units. g, Completed leted s y stem to be neat, weather tight, and aesthetically pleasing. have "simulated" or "clip on" divided lues. The pattern of glazing line divisions shall be K. Closets and Similar Areas: 13 Door hardware to be building standard brass or chrome finish consistent throughout the dwelling Vinyl cladding to meet AAMA 1605.2-92 standards. 1. Floors; match to related room components (master keyed) as follows: Color of the cladding to be selected from building standard selection. Interior of each 2. Walls, ceilings, doors and trim; painted, optional stained door and trim a. Exterior doors, basement doors, garage doors, and similar units: PART K. SIMULATED STUCCO SIDING. lock set, dead bolt, door stops, strikes, or as required 1 Simulated stucco siding system to be a complete system as window shall be finished and stained or painted as per the direction from building L. Attic and Storage Areas: b. Overhead garage doors: lack set, manual openers, or as manufactured and supplied from a single manufacturer System shall be complete, standard selection. 1. Floors, subflooring unfinished including all insulation, flashings, vapor barriers, vents, etc, required to complete the 3 Door hardware to be Schlage, Sargent or equal supplied from a single 2. Walls, ceilings, doors and trim; not applicable required. manufacturer in bronze base metal and finished as per owner's selection. All pass M. Basements, Crawl Spaces. and Similar Areas: C. Bedrooms, bonus room, bathrooms, and similar areas: latch set installation. Completed system to be uniform in color, texture, and pattern. Provide) with emergency release, door stops, or as required y doors (except sliding doors) will have a minimum of 2 butts pelt door and all door 1. Floors; smooth finish concrete d Closets, storage areas, attic access, or similar areas: latch set or single or mtulti color components, as required from building standard selection. hardware will be supplied by the Carpentry Subcontractor. Any doors that are prehung 2. Walls; natural concrete pull knobs, door stops, or as required. Component design is to consist typically of flat wall areas, window frame trim, quoins 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 hardware Any doors requiring specialized hardware shall be supplied by the door 4. Stairs; natural unfinished exterior only lock set with emergency interior release. adhesives, coatings, and other specialties or 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 3. Install all flashings, stops, isolators, insulation, and similar components T. Optional Roof and/or Facade and/or Interior Wall with Bonus Room Area(s): have additional sub floor nailing Flooring to be nailed, sanded smooth, and finished prior to field installation of color/coating system. Fasten securely and in uniform, level, U. Roof and/or Facade and/or Interior Wall without Optional Bonus Room Area(s). with 1 coat building standard water base "color" stain and 2 coats clear coat water and accepted manner. base poly urethane top finish. Allow minimum 24 hours dry time between coats and 4. Install typical field components, including adhesive, membrane, flashing minimum 48 hours load or occupancy time insulation, ornamentation, etc. in uniform, straight, level, and proper method. Provide 15. Vinyl tile to be building standard 12x12 x 3/32 units in selected color and for expansion/contraction as per manufacturer's recommendations, and as per pattern and applied with non combustible adhesive. Install additional layer 114 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 1/4x4/1/41/4 units with matching accommodate hose bibles, 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 PREFINISHED ALUMINUM TRIM, GUTTERS AND LEADERS: cabinetry, mouldings, etc. 17 Carpeting to be building standard smooth finish nylon or wool material 1 Aluminum trim and soffit system and gutters in selected color and installed in approved manufacturer's method with minimum 3/8 ingle manufacturer. System shall be commplepleete,, including all to a as Inch underlayment non organic padding. Continue finish under cabinetry and into trim, locking devices, stops, isolators, etc. required to complete th It from a se installation. 2. Selected aluminum components to be uniform in color, texture, and closets 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, coinnectors, straps, flat panels, vents, louvers, grills, end straps, drips, flashing, water seals, fasteners coordinated connectors and other specialties. fabricated to field dimensions, selected from building standards and installed by the contractor. All units to be complete with selected coloring, hardware, etc. 3 rall gutters, leaders, grills, vents, flashings, stops, Isolators, and similar comlpoly and In conjunction with the field Installation of the system component. 2. Finished areas to be equipped with specialty wiring for telephone, cable Fasten seciureand in uniform or level, and approved manner and security systems prior to closure. 3. Provide each bathroom with an exhaust fan unit. Breen 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" preflnish 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 out 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, ''IceSystem te shall be complete, includinreqg tolcompleteelt theeial down shingles, flashing, and similar hardware. n. T ---- DWG. NO. OWNER DEVELOPER, AND CONTRACTOR: __& - 2 6 _ REVISIONS PROJECT AND PROJ SUMMIT LOTAT LION' SUMMIT ESTATES MASOTER PLANS FOR Q��No 4 0 �JjC STELCO REST YSTEM EVALUATIONS AND TECHNICAL SERVICES o BUILDING S i - I p '1 I ORATION AND WATERPROOFING TECHNOLOGY CORP UZ /SSUEO 717 D 0 B 101 �1I:r��.._.A-�D API RodA� ti y \� STELCO 11711 Broadway,Suite 1115•New York, New Yodl 10001 -Tel Fax 212.663.9583 GUSMAR REALTY CORP. - AtJQ 7p 0W?JLP_ foA AEv1E vJ _ - - RESIDENTIAL DEVELOPMENT THE IMPERIAL ll, A ONE STORY CONTEMPORARY RANCH 13-77 37TH AVENUE __ roo1Q.01AJA710A1 - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 OPP HAND), 17, 22 I * ^ LONG ISLAND CITY, NEW YORK %= b- 02. SHME >AL �1bSiOnLS , nAL) ( EAST MARION, NEW YORK 11939 EAST MARION, NEW YORK 11939 i s s uEg_ F o K - cvN_�'ra-u�T7onl 4 f�cnvc, 'v No 1sz2z o� Project Specifications Continued, Sheet No. 2 ZIP 11101 --�T=34 -Qb -- *2. 12• DZ - MSIUE17 F"oR 511E--t"hYtaN REV/6l�y .9 o" xF of NEs' �� - - - ( DATE: (�;•� G(ICJ ? III III ' II ' _ 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 —� Dvyg No nescllnton G-1 Title Sheet, Key/Work Area Plan, List of Documents, General Conditions Kof the Project, and General Contract Notes � G-2 General Contract Notes Continued, Definitions and Standards, arhtl Project Administration, L ASpecial and Supplemental Conditions RS-1 Project Reference Standard Details �\ EN-1 Energy Compliance Requirements and Details PE 1 Pundit SpecifElevaications ionsions Conned tlles eet Specifications, Sheet No 1 2 _ Q„ ^ - - , Q PS-2 Project Speclflcations Continued, Sheet No. 2 ¢@ 2d OIC , X 6 Building P J P PP-1 Foundation Plan, Notes and Schedules 3� x 13dSEp 7G £ PPA ALT Alternate Foundation Plan, Notes and Schedules / / • /9 20 22 H PP-2 First Floor Plan, Schedules and Miscellaneous Notes /Q \ c II s SUMMIT ESTATES @ FAST MARION, NEW YORK,SECTION 2 I llww llll III)—L}I 1 I F aPICAI BLIILDUG- Of�PO�DFNDECATION �EMf) it J.-._9T 1 Reinforced concrete footing `6V O 2 Reinforced concrete foundation wall and rigid insulation 3. Reinforced concrete slab, vapor barrier, and compacted or tamped granular fill _ L 4 Anchor bolt, hurricane or seismic strap, tie down, or similar unit 5 Metal termite shield 6. Steel pipe/lally column, base/top plate, and bolt system _ 7 Micro-lam, wood, or steel beam/girder unit e. Platform ribbon, bearing plate, and insulation system v/i T/O/v 9" Woad or alternate engineered unit or joist units) 4 /r v 10 Plywood COX wall sheathing and Tyvec system \ 11. Thermal insulation, batt type � SLE i /ad / p/ 12. Thermal insulation, rigid type r / 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 j hj /5 16. Wood roof rafters, braces and collar tie system s # + �t� V3 17. Hurricane or seismic tie down, strap, or hold down system ��N 2 ��CL' 18 Wood ridge, hip, or valley framing units a � pn✓`. � 19 Plywood COX roof sheathing and undarlayment system hL C 20. Thermal ice shield system 21. Perimeter roof venting soffiVfascia system 22. Decorative asphaltic roof shingle system L 23 Metal,fabric,or shingle roof flashing system 24 Rooflattic end vent unit 25. Structural roof framing ridge pole/wall and bearing plate system 26 Wood or metal blocking/bridging system 27 Typical header and multi stud/jack end bearing units Q �� SUMMIT ESTATES @ EAST MARION, NEW YORK SECTION 2 g0 XRT RIOR FINISH SCHEDULE r5A Gift-/v) N T ---�03 . J A Vinyl horizontal siding system B. Vinyl vertical siding system t�O C. Vinyl decorative shingle siding system D. Vinyl shutters / pf j 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 _ I H. Aluminum gutters and leaders orsoffil system Vinyl clad fascia, rake, soffit or Vim system J. Vinyl roof or attic vent _ K. Decorative roof shingle system L. Metal flue cap, spark arrestor,and weather seal and - .J _ - ----__ M Treated wood deck, stoop. stair or porch unit \J A LF i �¢If l QV ��Fl N. Treated wood deck railing system 0 Painted wood porch railing and decorative post systemNI Er�TS --- P Non slip concrete and masonry stoop, pad, and/or step unit - — — 1 Q. Decorative brick masonry chimney and cap — R Optional trim package"A" vinvl shutters, trim,fascias, soffits and fiberglass FS/�(O /'�COFr'. CvL �$CG1PE tiJ¢lJ/JO W Plastic porch posts, railings, balustrade and gable/roof ornamentation,front elevation only S. Optional trim package"B"vinyl shutters, trim,fascias, soffits, and fiberglass , / ��� plastic porch posts, railings, balustrade and gable/roof ornamentation, all Lelevations SNUT'rERS O—� 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) -- — KE4� DMX- CrJ V Optional colored seamed metal roof OA)LY 146 E- - W Lattice at porch X Fiberglass ornamental detail - 7 — c/t/ce�r --:_-_ _-- - - o Al 1 j I 6 c ��stFLq� � i G — 1119/0NAL 570NF >crzoNr E_L�y�iT�oN L.�i /gr/c /�Cit/ UrJi/Pi 4T 0/1 W/{o T/✓ P � $CALei Ott. 8Y 4 " Fr)re M,NE REVISIONS '°'ao DWG. NO. 7 O/- 10 PROJECT AND LOCATION: y 1.N u• co X SL� BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES OWNER, DEVELOPER, AND CONTRACTOR: - 29 o 22. )S5UED To 0 u 9 I i1 7 1 LWG 41i'jO Af L'RWAL PROJECT AND LOCATION: SUMMIT ESTATES- MASTER PLANS FOR OF� T 0 . S sieLco RESTORATIONANDwATeapaooFiNe TECHNOLOGY CORP. 1 GUSMAR REALTY CORP - " P 7D 0 vJ - - SUMMIT ESTATES srn.co mo arasawzy,s„ae ms-New York,New York mom •rec zrzsessnanios•rzx 2111111110 _ _ lent . WNEP,� fuR RE v/E THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH .� 13-77 37TH AVENUE _ — RESIDENTIAL DEVELOPMENT SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, & 22 + \ : C, - 02 - GEV6—A,4L k-111.S/DeJ$ AW_ Coo>L9i/JA7/oN - SECTION 2, LOTS 11 THROUGH 23 EAST MARION, NEW YORK 11939 1 `an/57k cAG710 <� ff� lNt EAST MARION, NEW YORK 11939 a N z2 0 R \ LONG ISLAND CITY, NEW YORK _ 30 - OZ ssuE � Fa R __ _ - hl _ __ yr o. na Building Elevations and Schedules 1Z• 07- 1%UED FOr2 'Sita: LUG r6r`10N 96V)5111ilq8 DOS FOF NVA rU-I`, ry d F•ah CvkVRJCr014 DA7Ei (2 -26- 02 61 II! NoTa; I'ROVfre 41' corVC, 101 Ld 7L I I° 11_z6„ lo" 1 OP"rl©NAL r31LCO PAO PAs' CEl6AFZ )AN � OY - - - 21 GarIC- Sotioruse 3 - x5 . MAN DooR 12-2x8 — PRecos�( INF) I— ' — _ bN Z4 x 24 x /2 C04C. 97'G AAW L L ARt/AWA� coNc. oA0 CSINGLE �' f -o De c 1. AN0 LA �/�Cl4 � YoR� a!t uvi. a. C1 JIT) _ ! 2- 2x EGK( ad ) 995 MIN, v — ARCAWA �. .dT ,6/C. CuNUG:AISL 1`Z, - I L J o !- 2 x 8 LEDG EA. � UN17-� �, I >< OPT/ONAL x I doL7E0 @ Zf�Dz'o.G , /'/NE o,�AEGK A4oVE SANI/ A/trIN N JEC/{ N11 ETEC© ,4/ANGLAL WASTE (,W& CovcRacL �iM� 57. 4 °p 1 �' cu EXIrAS PER 211 ISL �I� 1, Flo, 2L7° /3 31,1 6'epnc srsr,:M LocAT/on1 �. PROVfpE __- - - -- SEALRPRQOF O /2L4 \ `O I — — — —rt -OIN Al -- — — — — I EG2, 19 1 EQ, 0 c. � _ I �- -- - -i r - - — — — — -- — 2-2 x/o O /OI REINF. I,on1C . I — a F40N — - - - - L (DPT/oNAL�)5¢"FRAMINGLF - - — — � Application filed for work at this lot only rENTfRNA4 M '- IIO �-- O 2 1,o Imi- ziCsh, 24x / A{1Go;4r-� a � ¢ uwN I � E DN 24 x /s R£lNx c6Ncl4 0 L N X x I �� � ry o �TG , W/3�#5 L4AR5 ry X m od i a9 ;r x y Gc�NY, k k I 2x/O /6o,clN 2x/0 )C"Gam L2x /O, hi ((o /o,C, ro N,� _ 2x/OL16lo'c' \ 2x1 6' /6"01 c, , I K1 I m /5 �4 111 ln/N. laoSr ,I�+ Aye&.58" oa 0 N f IF AWB c130VE r —I r I I I I NE47ING - - L _JI_ ON)17 ® _ L J J I I r - 711 a I F I N � �' �' n x0 c0 � - G- - I � 3 -G 'x36 i3ASeME✓.lT I— lTNisruNir l W) ONL - 2-2x/o U y — -- L J L J C�y—rc—at. --- � I I ' ' 7Ym,-ALI0-xceP7' F O M N 0 4s0 ILA 4T6 COG • Iv - — — — - - TYPIC,AL x ' x. Y c x+x 13AI&MENT 2x-lo � l2 o-,C, W x 1x10 12_o,G w/gA� ' iArLS F WAT SdP'LI I I y ON 3�h`IKr. LINE LNYi7 I I IJo7r;' PRoV _)r d1 0 X35 Ks Re/NF. CaNc, m o - - - - W/MF7AL AS PEA �, Al'Pr3aVO) SLWb1AGC ° W/3- 1# E� GDNc, AREAWAY PA0-L-AA1k O I LJECTIR�'JMLANO 2_2klo C 4" /;e/NF eNC. sLAl3 r -i �T� W/A• ,9 . r I J to CATION OFt r uljaeIQ, P +tcl W/ a. x 6 - it /o/ d l0 - - J 2PPLY LOCATIOIJ I I SASCMLN7 poWDtA 7*yPlc/�L O/V FIM/L VAPOR t4 AA I PROVIDE 800M Of4 luLE — J 0,,N) <, GSA u4Aa r/c[ - L JkD w WArLR �oo� I I RAi JHuoM 15126ALfGN a� J SEAL , ANO LOCATIOVvN, , ?" 2>< /© c /1"c O.C, 7b SE Dere QMINed) n o C� c/aor a;, ' x Ix POkS74rR E6LGTI�ICAC f 2- ZKtOt - � W N o L-N/NG �s f3tAM PaCKET'- N PCWLRSUPILY p °rte/ TrPICAL AT ocFT c e. LINE ENP7t%' I 7, I o 2x/O -- T LoCAT/GNS M O As PITY 5 /6%10,c, GDOR,9/INAYE To - - I 01 I- I - - I WO00 'S/ Zt= Cory pANY. 2x l6 x W 2=�L�© uNQ R 2-2x/O �— I o SEE NOTES jPl�ov/oE I „ j - -77 - - - - - - WATEli 2oor @ I� OI SEAL , + " ld ./ . , I IN,t � I � I I I I ti ` to I I i- - - - 4-I-11 — I I urJr.tcavA EO ( m - - - - - - - - LIAL I - - - - — — - - 1- - - ——1 J�/�bP FbJNLyaripJ ,I 103-14 WALL _ — - - Y�44L ~c� �JbcoP S FOR BM 4" MIN. _ BrQNG , i - - -- - IoTF ' la'I' aP ric�ti�a[, f3A `F L'z1'tivl � VENT THRU ROOF -' 2 I l` LA4C �� o I N 1 , II l U I v FiA'TM,a, .,;M PI�OVIUL A.:r.fP VJ17, � � � 3@ � Y 8 8-9/2 12 -7 /3'3/2 sElnte.r°°.z,>ti E,Oerrr.,p, i vr�/ wry Z I COLO lS L/',L<.z,. ,.- mPAr _ ISr FG , � lV ROOF `� I X12 I — r - - I - - -- - _ _ __ - _ _ - CL o I I % WALL f3Ezow ACYO4 7a �ELEcT An _r I r - - -- - - - - - -- � oM o� � I /�J4/N7'.41N t,JNIFaRM - - - - - N m I, SAA4 @ o I s/ZE (ZE, B oR /o ) 7NRauGNvvT 1 Ilev Iry 1 1/4'v 11(4-V 1 1/4-V I1 llev 11/4', o I ) I 11/4-V 2'VI I I C-N/NG3 N' m I I FR,OMINCj, I uV CLOTHES LAV DISH I LAV I F.A.I. T2'P WASHER i WASHE NC r— 3 V - � I FO UNDAT/© I/4W I 114W jl�/4 11/4W/ I UA/E,KCAVATED `/ I , / 1s1 FOORND11/4W II I I I O 2 w 14. W 11/2IN I /2W V2W C.O: 4' W 10 APPROVED SE SEE FOUNDATION NOTES: HOUSE TRAP 1) Top of steel beam to align with top I 3oou ALLYI II offoundationwall. / , 2) Top of wood I microlam beam to nGLJM L3//�� ,)s LU :, ., !.�1A0? TAS ,'V9 / AOL) 2- Ja 5 3401 S COL @ sT FL I I align with top of foundation sill plate `--- ---- - -- — L @2-0"LONG--� I 3) Top of beam pocket to be set 1-1/2" 1-/D SCALE I 8E40W LALLY I to 2" below bottom of steel / wood! Note: Locate all plumbing vent stacks or microlam beam. vent lines at rear side of dwelling hidden 4) Beams to be set on non-shrink from street view; typical for all similar work grout. Shim microlam and steel beam as required. /1311 211 rl� - 341 811 ., m�a��4 BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES OWNER, DEVELOPER, AND CONTRACTOR: - 6 -2d U Z )SSUEO 7U O.o B f'u FIt WG -I ISD MmOVA( PROJECT AND LOCATION PROJECT AND LOCATION: e a y F sleLco RESTORATIONAND WATERPROOFING TECHNOLOGY CORP GUSMARREALTYCORP. ANp70OW04 F, rbAREvIE-y/ - _ SUMMIT ESTATES SUMMITESTATES- MASTERPLANSFOR ' '� 1 y <+ STELCA +nosreaaway,sonens•Newvo,a, Newrerkloom •rei.z+z seasaon,as•Fa„.z+zssasseo LONG IS 37TH AVENUE _ p,..,� - -_ - - - RESIDENTIAL DEVELOPMENT THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH e LONG ISLAND CITY, NEW YORK 4 �- O Z -- GF.AISA.eL IX.V/$/CAIS AA.IQ GoofL0/AJ47/0n1 _ SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, - ' 12 ( HAND), 17, & 22 EAST MARION NEWYORK 11939 ZIP 11101 EAST MARION, NEWYORK 11939 I. a gy r NE 2 oe Foundation Plan, Notes and Schedules OP w -- DATE; 6 - 26- 0 2 I I IU M>rE: pec>Vln . 4„ 0r)AC, Pao .N n4. , WO ? p . � o /G. _ 7 lir 4 /r6, - to , OPTIONAL ISILCo Cr66Aft 000R 0>Z - ,1_ - -1 /::'"0 Coda- SON Up-ISE !°teF1„ 32x54 MAN DooR PRECAST( tNf) Z ON 24 x24x12 CoA/C, /-76, W�MML MZAWA'f - - - 17' 1 , rr P`� r' a M1rrl4 -� o� ,ANA LA0,QCACI`oR coNc_ hyo Cs1NGLE ,_BGktS dZOvUItt I�IY) I 2 2Application filed for work at this lot only )_9 �+ A a� 2�e coNAerVs�l2 I J «y m 2xg L nceta, /N o� aEcK ABao/� WtN _ AR Away 4} JJtT� a> n ol 4 L7Eo ' :! 0 0,c .,S'AA)I?-AA,J OVE?ACL Lr/r�, 57. TECO !-IAN6ERs WAsrE L/NG 1 -NRQAT( a WALL EX/rASG&R. 2I!lIL �rqugo 2 -,'S61-nC w/(/J AcE DF WALL Anl0 CNr/RE Nh WET- t VA-a0F 12 _ — — — -t O I _ _ _ I EQ EQ: GOR xGC Ce/4149 I Vtn�rETE`NLO A ZSL7{ EXT � (C5o2"rP.lRoNAMAIl/;n»)G5Oh 7" AFNkUaM/R,Ata'G) ar2� x AErF coac , 1— -- -- - --� I. GO�rJCJCN ;m — - _ Y Z2 :BARS.t^d, IV a49 CO Ig' WpDL G �-4-RS gQ t I I a 12K/'0 P. 11otO,C, CT) I . I x elv Mtv 19C/ sF I,USYLis , tb I I I RAILING �X 20 - IO „ r'✓Pru, ,awe, x8 I NOTE, sL� OLA. �1 SII I I I LAtYCoL. x ABOVE 1JE THJG UNIT 'N AaRLI1RE!}I PoR FLook 0 I FRAM 'PA.SIDE r I I V' rrJG 1111 -Tia eTG) I /6"p, .- 2 GAR Block (D/0' 9 r 5„� 1 I ORA,n,Arc � O -,A'17'cN LONG, Apl�p„J k v X FRAMInIAS uN r War ra W BONG o o Ri ZD EQuIAe� TYP1C4L n r u YP/ - 4 /2Lell /a u o x I ll 0 Bl4CAKER t aP 3 , 15-5� (2 - 1>z 4 RE1rJfi CONI SLas - o 15 -4 ,G 2-2xto- G We[.�GYP W16 c6 - /O,f7#to idWM I 3 I c\9 b N x l=�" t=rr : ; - - x V _ _ _ _ oN 4 M/G VAPo/+ 6ARRIC-l� I -, '� 2 x 8 `9 L_ x x 3� [- @ rN1s urrrT r 2 2 <lo u .-�r, wA�� r ' �_ DN 6" "Nu"A SILL '�' 1`1 \ N ° 26 �W8 I OMLr 6ASL M�NI'T -IVB --- „ I N N @ l6 o,C , � - — -- -� L J L � (9YPtG� � '!t= -1 I � d. — m kON,--,, foo6iYS m ---_ I CON,--, 31 -� D�?YPICAL xI 2K�Q l2 C7, _— - °� ' \ - A SASE1 orfs! �. - —— n,a fisPNoATLe:rE�.XCr:{ 7' _ I , - `o ' wtNt N JT LI Jr or' I 3� l FNPN - p NE�n17riY I 2x.la 72'`_a. —1 /a tY cob DOMESq sdPpLy 40 n , „ „ X - - - - - - - - - f WAI.,L EA . s1DE I m No7G'PROUI)E am (3,5 xsz RENT r.O' i S I APPYiOVEY) , iAGL' a �° - -- ---�'--- - As PES A"-INF, CWC , SLA3 W�3 • "a Lw) CaNC, \I I I ---- — 'o PREFE'R>Q ' S FIJ606&AMLpJn 2_2K!o W f 6u -I laJ /o WWM y7° fTG, XI/'h.r , -- - - - - - Lo cATlO ®R Un1TUG-Q PART"�onf l ON ? MIL Pok NARR16k 0 t I suPPdYLocATon1 I f�AsemrrlTPaWDe/4 2yPloo� oN � ' GRA ULAN P=ILL In PRGVIAE I /Roof 0A PULL O 7 ® x WA7�R?�Ro4P AA�RooM- 9t2E x c EAPkANt., 6EA1. AMd LocE1�!orJ ® @ ctRflE� - -b Br; OCTrA�M1NeeJ, B1 AM PvcK T 3 p FaASFAIA SEE 8/oF46 , T7'PICAL cLCCrNICAL � -- � � apedIA/C- � � a o' Pov)LR SUPI°LY T 12 x 10 l �0 — �I AT ALL L4t%ATI©lI/y ...._� LING LWJTR 2 <to - I GoorLz l-tI TE 7t� As PLA I 1 —j /6'o,o, srEL sly 1— — — — — — — 1 A/'v] Fled �L vc�f 1'lA�l unLrrr o C �i I r — - - - I r> I 10A Go1yoANY. 2x to f'20>6, k 2= xIOU& R Q-2X_!O I � I E2d1Lffi 9Tl=0"' / F - 1&T.RNATE C.A,R46, I P oWoE ; IPjr WArCR PQoaF I UN I �1 T t R /0 — �- — — — SEAL, f 14 i I ) �II I _4 rr3F£EC . - I m r 7 - - - -� P aP_FOUn7z>arraNl _014 WALLS i_ GLL C3 P `?- "MIA1, � _ — _ ffNT 1HRU ROOF flc'T(: : �'I" OI°T,c,N wa 6, Ci/.aSEWtl�r,17- �,, £3EF5/Y,ING /�'T/•I(�e7 ar�M A140VrYJ L-' h,�t.:�c�V CPJ 3'll `N t " /2 -7 /3 3l elver. <:,� rbs'r, re:,t ?uMl wrri �► � Z I I ak'QLA�L°raw - f "� / ROOF /O !/ /2 � r �� - -- -.-- -- - - - - - I N07/1 -� � I - - - --- -- - � --- - --1- /47 - - - - - -- I I I < r _ 1 1 V 1 1/4"V o Av 0. YJ' I DR - FNON I CC!'J7u�1C^r,-�,c<, `T•c; =r"u<.=' T i!- 1/4-V' N m I IWALL A`E6F7fiJ o I � � Md/AI?",✓1 i,-'.t iJNl;i-r'�;,�"1 =''I'":1':L � 1 1/47v 12'v 1 , 'v 1 I/I"v 1 1/4'v � 2'Vj � ' I I 80T77010 Of-- N m I II SlZC C:c,a, �'i" bs,; /zi ) 'T°V;ve.:,i.� I LAV0ES LAV DISLAV CL111I I H I I 3.y FAIL J LA Ej' C� -"` I . ' f ,"F,2N'I%/lr,-� i WC WASHER WASHE I WC I - I I i 1 1/I W I / )D pEN/nl [' I I O �, y � 1/4 W 11/4 w 1/41 NB 1sl FLOOR A / li II U14ExcAVATk.0-- 4' W ro APPROVm I � AJraTc:: : lS„t/@U J"a F4 ALTE/ AJA'Tr' SEPflC s'7"EE4,.. WISE SYS I I ( I I I \^ TRAP ALJ 2 F 5 3Ah: 300 A SY JT FOUNDATION NOTES: - T I 1) Top of steel beam to align with top - — (A�2.p''!.nI')G of foundation wall. r'LLIMFS/Ilia I�lS 1/�c � �/r) I I I 5Et,oW LAL6r I I 2) Top of wood / microlam beam to _- I I Cr 4_ /Olt I I fi align with top of foundation sill plate. Note: Locate all plumbing vent stacks or I I SUhfou 7 P 9 ' 3) Top of beam pocket to be set 1-1/2" to 2" below bottom of steel /wood/ vent lines at rear side of dwelling hidden '• 1 I `i4 microlam beamfrom street view, typical for all similar work lo76 - ', TNIS DAAWrNG Svl r -- — — — — a 4) Beams to be set on non-shrink tiISSlE✓ f-R AL I C-RNATE rout. Shim microlam and steel i 9 ' STE[:L FRAMING REC(rU!(aE,V1En17- beam as required. r�A1L'�E,y}E'NT AND GARAGE 34 -8)" DWG.NO. �� O,� /0 REVISIONS N L. QD i'hp �T 1 BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES PROJECT AND LOCATION: PROJECT AND LOCATION: v a y STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP. 6 - 26 - 0� /SSUE/� TU Dob fo1Q, r-t //JG. 4iN)0APMOVAL SUMMIT ESTATES SUMMITESTATES- MASTERPLANSFOR o Srerco 1170 Broadway,Suite m les•NewYorkNewYo,k100o1 •Tor212689404105•Fax212s69.9se9 OWNER, DEVELOPER, AND CONTRACTOR: GUSMAR REALTY CORP. - _ - _ . _ THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH ; - - - 1 , qN0 1v oWIJtfY PuR REV/Ey.J RESIDENTIAL DEVELOPMENT . �.� 13-77 37TH AVENUE SECTION 2, LOTS '11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, & 22 ALTEXAIATf 6 - D 2 GENEA_A L RE rr$rOG/S AtiD Goo a 0/, UA7-/o,Al EAST MARION, NEW YORK 11939 0 H LONG ISLAND CITY, NEW YORK - �" EAST MARION, NEV, YORK 11939 r v z2 0? ZIP 11101 g_-34 - Qz _./ssuE� FpK coV�Tr2 F f"r _ - yr o, „a Foundation Plan, Notes and Schedules LT. v OZ -f95(St� GOR SIfE-C7JLa1'70lV REV/51"*4 6 DOE E of NE's u �2. 12• - DATE G - 2�- 02 �� I=tL/N6 FOR GSH Sf-KUG/L�c7 -- II dl Ila S )= conk. pA ° 1 u - - ---.--_ - -..--- - @ c-ACN ST,50, Sc/PPoR7 7-Y(° - 57-4 FIAES_IZ)P G/JASC TnEATEo WooDl 9° PER °L6 NT- -s,FE,I e rzA/uve - 2li II 6Iqn � io�, oN I2 ' -7 '+ - 1cAEFAe>AICA7E0 /t7E74L F/8EPL4CE L//`Jt S ?0A UL ' CaP /on1AC ) L( SnNG ANO UNIT' 'TO COMPO t 7RToWA. DeGK £ SrLr3s SrANOA�o DgEATc-o Wool o W/ III&W YOAX 5TA7C 'LI LOD& 2x8 1 Wp.Dt�K P6ANKs wood srrr s �— �— -- --� --IF No aeclt 0 4 4 wood nasi ❑ ❑ r 0iz l I 2x/O 2xlo@ 1 " FAS 24L5rZ" - 5h " t4 � E4 . Il6o,c, E EQ 2 S �� f3E�otn1 srep 9N , 6oGB "1 � � it ya II Li SLroe2 IN o " I �+/6' OAC, I x � W 2-2x4 I 11I 4X4 Wpoo Fost C+ 7bP J47E II ry q <4 woop h CIO N �n q 2X4 @�4n-O,c' - II i'\'0 Qi4 �+ T1 1XI POST I i rr-y -J' 2-2X4 Arw F-4-M - 3o54n 3a54 28 854 J 0 _— 305 3o�c( a I ry Ov i 2 ?r - - - - - n I — posT%o11 2X4 6A5E / 47E C9 c� PcisT NI I i + 4 -- Iv � 0 Q �REAI<FA5 _ 2x6 I N P ti� aX I2- 2x)2 RI 1 ARE - - - = 11 F� f1 _ 'J . ., KyJG —tea G `�'r ,x 12 < 4 �M 14, X ^a I 4x4 w000 81/ or�Tl�N,4L 6x12 :aL rp PiEK - 7mAy ' /G//VCS I ill IL--4 r �? I - _ Pip 2 /o!0" (% I (FINAL KITCr EN �' r-- 71 y V @I (�' P Po I T` LAroIlTTosEnETeRr�l ea) o II li_ � 11 i W 2, 7 MAeTE-R t3/_ f�Od)M LIVING RQOM k/fCNEN BEDROOM N 2 L) r I 2a</0 cJ I c7 N ' a 2x8 cT 2x8 CT r. n L2n10 x „ s � ' Tr l6 Q @ _N 2xlo � r (( �LCRICK r IOrC o, c, Loo� � os,F "� I -- --- - m � 2x8 � a -- - - - - �1 - - �— V cm c L o s t �` �V I III `� o ro / TE pM/N 4'-0'3I-CA4,g6 A GG - vt G Wb, Po 6? k, Ft75j5 Nol ON ?Ori of 15f4 11Qq Im �/{ REF 1 I 2,% c r rIN i WG 6L O //�E 2-Z K12 CLG, N — — — -- — E `n24G8 N,2 I '� II G l6 o,c, w C° lG o,c, I JoI�,TS @ Po .r5 n7o7 aN 36gkNG 2 c� , CC sQ WALL �Ro �l �� 5/M/CAk' ? Zx6 G, W 31- 0 01 G 2' o�c,gL " o� m II gX4 �sT I .A7E 0 ,gore h4,rTElQ, 0 5 v, N 4 �----� �I s w �I Z poov/OE Z x ¢ r�,orSEr� Ta . XI O I // 1 IOu 31 II ry+�Q �t��� �PCAfNoRM l)QAM1N6 W/ 31 r g , PaYWoo�7 WALK/NG SU/t -Ace CLCy, eeasE+ ° O A Q 7a ACNeEVt/MAIN?a/N 1 c� ( t'; / /1VSrJLAT/o%J REgCJ//2�7t���JTS ' - 5 �.�t tx _V. 0 SC4LEf g '/_ I Lb" TYP. L.I'1� 4�4 W000 ftouT °�° / 6" 6oc8 SLIOEA sv I g I y �e __._ 3)pADVICE SMOKE A£FTPG36A(4I ,y, w L �._ INscICA7e0 — _ W/�Ef-2Ct +ATNF CoL, ` 0 m �� — k 2K�� A.S AIDOW0I In) A re,C ARE/ - oc IR ESQ — - - cD 3-2x/2 Fog Roo✓ u R? 13 O In\ ` 'I n I 311 l n " 'n n 4� o 'ovloAL X8 4.A) J6� n2ovloe axe �1�, al066 k5�1 J0 0 I 5x1 t IV) !.l" 3!Z 3-74 /o _o G_G ! I -8 3h 3-0 5� Ca IJnTECTEI� 3o cNEE1G vJAcl OK f4oeF FAAMINr W/ 2X8 ♦�� 4 1 CC ' QIIVI/YICd ICQ /MI 13E'ti-'�Oi7M/)3- PIP, ALL Ro�rEI FRANIMG vry /•WcST ( IµG8 > GN� r '— ( SPEGIAL�BCONTRACTDRIEQU1REMENTNATE, ISAIAJ , 2L)( (a`, - I /Al, -w 20 y N d n r x m ac' It shall be an une uivocall fact that all Trades/Subcontractors 2 8 u l6 2x8 @ l6 o c — q jH!6 shall he responsible perform their work to meat all applicable C f I Codes and Industry Stand r regardless of whether all items Mare indicated on the Plans mm in or included in the Outline Specification and Project Conditions T he Plans have been prepared and d' QK�' /6OC,CJ S E ti I `iV sl issued as an outline for the work and do not include non described "")j or indicated Cade Compliance issues. If there becomes any `b �I field condition or item on Ifhe Plans or in the Outline Specification yV �5f7 I aj0✓G4 _Q that may prevent the Contractor from performing the Project Work D \/EST'6 ULE �`oO P h — — N to Cade, they must immediately bring this to the attention of the - Contractor to resolve Failure to report the condition immediately, SUMMIT ESTATES @ EAST MARION, NEW YORK, SECTION 2 -C+O(V 14R CPOL1f�GU Cep nl IT tt1 Lpn a N'� 30g� 13054 i 1 per this Contract,will make the Trade/Subcontractor liable for SUMMARY OF BUILDING STATISTICS FQ i EQ all reparations to bong the work into Compliance or up to THE IMPERIAL II �N ZREAJ'ED' �� o Industry Standard In addition, all scheduled or required Traded 0 _ edule Budding Department Inspections) 1. Occupiable (heated/cooled) Finished Areas: Subcontractor shall sch LIME OF for their Trade and be present for the Inspections) until all work a. Habitable Area, first floor 2083 sq. ft. _ I COI - - W IS Is Code Compliant and satisfactory to the Building Department b. Habitable Area, second floor N/A sq. ft. 1 NR FNDN 5 87aiAS a (Sub)total Habitable Area 2083 sq. ft. RATED WALL WALL I d. Optional Habitable Area NIA sq. ft. U1 W/2-LAYeRs he ;61 Sri LALL'(- N q D/4 e. Total Available Habitable Area 2083 sq. ft. V oA /- LAYEA A40, u d RAPBo CA . S/DE a 81 9�" _GoL 121 711 31-��u 2. Non Occupiable (unheated/uncooled) Unfinished Areas: 5 ° 71'oE"X" 2 0 - 10 FF5G I F_//REcopE GWa a. Non Habitable Area, basement 2040 sq. ft. IFA,FACE ofI 1 b. Non Habitable Area, crawl space N/A sq. ft WALL AND 2X3@ /6 o C 4 x 16 O ' C. Non Habitable Area, garage 510 sq, ft. EAI G J l I EXTERIOR WALL FRAMING NOTE All 2x4 exterior wall framing d. Non Habitable Area, porch/stoop 63 sq. ft. G ARA GE 2 - CA O CEI L/NICs I _ VAA rnvAGE I shall%may be utdized at Imsulated siding system only; 2x6 exterior e, Non Habitable Area, deck 109 sq. ft. Gqr� i wall framing required otherwise at all other siding systems for f. Total Available Non Habitable Area 2722 sq_ ft_ pITC.'N I NYS Energy Code Compliance - -- - - IPo URED 09C/!Jin G T C"f/ /� )f� /� q WINDOW HEADER FRAMING NOTE At 9'-0"ceiling height, se[ r O 6neI APP cAJ ���✓ l (- IL 001 �'V / L4,, ) top of window unit for a finished dimension of T-6"from finish W/{3o vo , P, a floor to top of window unit. At ceding height, set top of window ® (�, / -0' unit for a finished dimension of T-6"from finish floor to top of 4" R&l4f GoNC SL,46 E/(L AA<LCI window unit. Allow clearing for deflection, weather seal, etc. w 6x o -#/0/#/0 WWM 113 I As required align garage window units to main dwelling units ON 4 MIL VPOR 5AI IEI; I or as indicated on building elevations NI ON 6" GryANULAAF/CLI t \ /V0 ns 9EWF606®I ✓ x I /) C0/J'7y E),E RIOGF-�U/.1G(II )NOF P S7 CIO NG. ?� 7o (�IA�FI`RIOA /� (a W/ZZL. AT POJ 3 I /RST Loon FRAM//JG WNE''2E L/NE of EACN SIDE I m 2,2x4 EXTFkR LDWALL 1 A4M/NG M4`/ l ) u7/c/ZED 4f 11VSE`"7EP ,slo/NG sys745M cv o (2XreT7f7F_AJOA W4( C- 17A4MlnoC, f�17/JFRW/SE� 21 '-5n REVISIONS - - — PROJECT AND LOCATION ' PROJECTSUMMIT ESTATES- PLANS FOR //No 4�y � BOL O RILDIN6sSOaATION ANDNWAYITIM TERPQ WANs TERPROOFING TECHNOLOGY ........CORP TECHNICAL SERVCES DWG.NO. !0 of /0 OWNER, DEVELOPER, AND CONTRACTOR -- -2$ - 02- /SSLI 7D D o B. fbA FftrrJG Ar1d,AfpRo,VAL O SUMMIT ESTATES1z I m ti a GUSMAR REALTY CORP I - - _ "070_g"EFL. foA RfVI@y) __ _ -__ _ - -_ THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH N g RESIDENTIAL DEVELOPMENT 13-77 37TH AVENUE SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, & 22 Q ffm 2 _ _ 2. GEvi R.�L AcililS/aNS AA/Q. coor9..DIAJA71oA/ SECTION 2, LOTS 11 THROUGH 23 4 �- 'R LONG ISLAND CITY, NEW YORK _ _ r EAST MARION, NEW YORK 11939 ZIP 11101 - _ - /fs G _ earV L7 - d''P7L�Nq EAST MARION, NEW YORK 11939 sx v y% oP First Floor Plan, Schedules and Miscellaneous Notes OF N£ DATE! G - 2G 02 1 -- _._ a til III N°rI ' Prov/ah 4„ CvivCc, q 01sT/ONAL /LCO PAD d '. el'.' W001 �F_P`> � 97'/Z 7 llre //6u /O,r .9 6x 5 /Z 'ttj g� - .I '"q5 CnnG . SoN077Jt3EP/Efy 3°x �4 MAN Doo/i t- - -I- - - - ONJ 24 x 24 x 112 QolkIc, l'T6 . W(METAL AKEAWA� PRECAST( /NF) `� 2_2 x - T _ CONC , /'AD CSINGG.E T"' I' AN0 LA/�/JC-1QCPoR � _ ! a - 2x8 EGRI SS 02iJoL( CC ull IT) - -- 9 47 A G CBNAtr15L I J `2 L -4� . L/AIE or- 06,1 A 60 VL= Application filed for work at this lot only ,MW - AREA WAY I - I- c0 o L x 8 LC-0GE•ley, lJN1T5 I > X OPT'1DA(AL I doL7Ea (« .3.dn1ArAA.1 (oVEPWL.�-. /M,� 574” �o ll @� DECK I T�c� NANEe s WAsn5 LAn1L Cx -77C. 5rdt 211 / 12" g!q ° S O I 2 7° 13!32 I -AIA, AA74,jWALL L oGATI BrJ Wffi)LL41�65IIQ, Sall aw Pko✓/L� - _- -- _ - -1 \ ACr / a7�C) DN1 G GAPAGE CE1LiNGISFE A 4. of - - - - - I- -�' z-zxro 1- - 1 I- �- - - - - - - o' �F/ sc ✓�02 IV�� rcr � I Io � 1N� G anti I 9 _ - - � - I rMONWpLLGE? - - - �- - n - e' AWH I C°PT/oNnL)5t"!'RAM1N61 -- -- - c �-- F EXTBA�IJA LY J O - - O a: o I / I ,-- W,{ (3� fikAM/fJGTAN[1ARC;j { i o �� �, n L VENTPrO Apolii - - / �2 8AA5 wCm J7 5 F CBN� . I - I " COC I m a �' y. F _�--- ErrJr BI• � o 4 RS EGi EQ _ I W Lay couC. na v` / aD r N `� it I 8WALL. I CCA I 2x/O l(QO,G, 2x/O /6 ,C. I 2 /'0 e, /6,0,C, 2x/01@ (6 o,L', x 2xlt'eek,G ©,C, I I n I STEPS w I I x � A04loos ,-LefiA J m ��i I ZO /OI RAILrNG x �-- oR 'z- LA 6RS 6 1 � I -'� N I kill I 1" 7' o uGWB l\loj•E_ SE 7�EL AN \I � I I �3E1 0 f r I \ o ? n 3 AVSOVE 14E II'S UNIT ( ® 940,A01 f0A i;I Cok o I 2 x 8 LALLY COL- 1 OL- r s o r I FA2aM/r/G I 5A.SIDE R Vt o 0 ay -11�[ `)la`1ETG� x { @'/6 0, 2 cAR k x N en - - --- - - - � x BLOCKQI (9✓z"} O I I 1 �4j3 DAA.r� F � 1 PaU/tED (kE/NF) RAMrNG As v AEwUTAE 7yf�/CA4, � I, .��-7.�x1 -U/UI 1 W.d LL { I O -R1'TcN Lo MC. ApAoij { 13 '1 .a U3 3 ' /S�SAZ'r ` 1211- I LIl 9•"Pl - L /2r 81q° lGu X I W�.BoND I /5 -434 r —T 4" RE1Nt GONG SLAB - Q` dr2BAK6/2 k 3=6 3-6 ,G Q-2x/0 o a xl C" FTG - - - - WIG +c6 - 10�'#lOfJWM ! L_� W/o X' 2� W8x 35 F rh,z UN1T J I oN 5� MIL V4PoN BARkICC (, �i K 2 x 8 3 -_ r 2-2 Io u olJ G"AMN(Icafi F/LL N �_v r` - - - J 2x/o@ oa I I 016 o.G , 113 I d(7lPrcaL) I { Rc,n� �o�a K @ o CoNc. ` As n1 rre, X c&r7 , I � � TYPICAL � T 2x-10 �-/2".�i,C � 2.,Q l2_ -- - X 4 � LALC�' COL. � I N EMt 'N7 FIVON 3Z � A°MESTIG I I rt - ®p W/BASE RTES I WING; „ x - - - - - - --- W -_1 WAr.L LA 1Y cob WATT SbPPLy ON 3 -O 3-0 „� l-6 C� L T A . sIDE m LINE CN-Ay I IJ�rGIVRov,cc — I a AS PEA, APPROVED WEatAGL' 4" roe/NF, C N;, . SLAB W�3 -0S LW) CdfgC. , JECZagpUM�ANn 2-2xra c� PREI''1121�l(:y, _ W 6x6 - No ✓ tbloWWM Fri- WJ �.�, \I I - r - - - - - GacpT/oN Own- 17oNr ol4 4 MIL Po/R f, 4AXICAw. 0 I F WA7LrRPR00E� { I FOOM CA T144, 74 7yPIGAL oN 6 " GkA ULAk f IL.L PMV)PE Aoorvt oq fULL o I a - - - -'r8�- -- 9.9 I Arun Om. S/2� m AL161J - u SEAL, I AAM LdGS flovl z GLEAfSAACF 3 i 8"u/C�" O 2x /CJ ~_ T I �' J I 7b 86 0010 m)"X. 0 @e-J&DIEA I u qq i f0/Z 57`A%({ 4>-AM Pi�Cr:L`'T "+ EL ECr6iCAL - L -- PE/✓lA3 / SCE MoTcs . TYP/CAL Oo PaWLRSOPI©LY I r 7-2x/o I -- -� Ar ALLLuGgrle3A•;" .- uN rwr2Y 2 </o - I cr�aCz pr- ATL 7b AS PI 1 L _J , IJr/L /TY o„ �- I — I sr�+ LIF -1 'k! FL f'lAE�l _ I GomoANYEVA �21rrori2o,c r 2-2>1D.�N R 2.2xlOy� � - - - I /�- - - { - �A _ 7 11r ALTE'R,H.AT< GA? 4E 1 I wATert,nAoa1= I '- �JIx , -o �QGE, � SEAL , f { uN ch � �t # �,! - I lq � � ! N '+b7-&� /SsrJ�a /�aK ALTE/ZAlA7� — - -1 I � �unl�ceA1/Amery `( 'm - - sFFFL . A SP_./FQO �JJ' ~ 4TlL Mo6N wAL( J �3 f_'e L 6AR ' M � J ATMF E'J t,,M PKOV/r�L V� Ao7 = 7' 65`P7'I0,VA6 SASrrverdT VENT THRU ROOF J /3!31r @141�+"K1�.L E.1 Ev'c7t,A PLAM/� NJ17"/d 'IT 13h0�LALL`r - r '- j - � -- - -- ROOF -- - - - � O' DRoi FNON I CGYJ?F:+.C'T�%� 7r' "4'V"T I 1 19 { i /3oTToM {I . 1 I 1 �111/ v Ipv 11/a'v 11/av 11/1" WALL ,CELr7e1 or= ,:n �. ,l r 1 11/4-V 2'V 5498 L LAV 7 WASHER I I ��s] WASHE 1 I LAV 3.V F.0.1. I pooR I I e 1 wg 1 w� I r- - - - 1 0PeA)/A;G 1' O p / /� ^ / I I I it TO(J ND/d TIO pL.CW Y_ - Tue I 1/4w �11/aw 11/aw 1/� 11pw Ne I lv A,t�tl slE E6 .e�,p AL77 F,IJA' C, 1st FLOOR c.o 1 1 2 W 1 4. W 1 1/2 w I 11/2 W 1 1/YIN c.� UNE7(GAVATt:D I I I I• :. : /S E,Ut'O "r'- _ 4' w TO APPROVED SE .� HIX1SE TRAP I 3�" LALbY G�`'t I I I FOUNDATION NOTES: A✓JO �°=kr•Cr PaAfSS /� F� • I I I 1) Top of steel beam to align with top li II PE6ouJLA"LSfII II of foundation wall. 1°LLJMP,//✓G /wlaf c /�{t W "Ars9 2) Top of wood / microlam beam to /do SCA L6 align with top of foundation sill plate j cm 3) Top of beam pocket to be set 1-1/2" Note: Locate all plumbing vent stacks or I I - -- — - - -� to 2" below bottom of steel /wood/ r C ` I I I �I vent lines at rear side of dwelling hidden 17- (9 microlam beam. 8"I _ _ _ O /,1076 I TW I S DAA wW 4 from street view; t 4) Beams to be set on non-shrink typical for all similar work grout. Shim microlam and steel f SSUFUI, �� ALTERNATE 103 beam as required. 57iaE4, FRAMING ACQUIt"REA46/dr , 1/ �8'r- - - - --.ql qQ @ ,BAsrAA6A.IT API SAR.AE5 21! 341 V11 t�IJL<1 . Iiiiiiii! Will REVISIONS � o A� DWG.NO. BUILDING SYSTEM EVALUATIONS AND TECHNICAL SERVICES OWNER, DEVELOPER, AND CONTRACTOR' - 6 - 26 D� ISSUED To D o 9 A'oK FrLrrJ6__a1�0 APPIZDVAL PROJECT AND LOCATION PROJECT AND LOCATION: Q�Er `' °o �\ S�C STELCO RESTORATION AND WATERPROOFING TECHNOLOGY CORP GUSMAR REALTY CORP, _ SUMMIT ESTATES SUMMITESTATES- MASTERPLANSFOR A` y -11 sE1co1170BroedWe,,Swlenl5-New York,New York 10001 •Tei.212.6839404105•F;x212609.5590 b�- 13-77 37TH AVENUE An19 7' °W/JEfL FOP, AEw�yJ RESIDENTIAL DEVELOPMENT THE IMPERIAL II, A ONE STORY CONTEMPORARY RANCH //— 'I LONG ISLAND CITY, NEW YORK zj= 6 - 0 2 GEnN6AAL RE.Vr5ion15 AW Coor0.DaUA7/OAl - SECTION 2, LOTS 11 THROUGH 23 SECTION 2, LOT NOS. 11, 12 (OPP. HAND), 17, & 22 a EAST MARION, NEW YORK 11939 Y ' ALTERNATE I- ZIP 11101 _.q-3a - 7L <SsuEOFp,2 cvN�72_U47 �J ,� f1u)"Ir1 _ EAST MARION, YORK 11939 �4o� Foundation Plan, Notes and Schedules /�Lr, 01 Y95u&:v Foto SITE-LVLWTVN REV/5/o+•I ,£ Dob DATE E - 26- 0 2 /=fL/N4 FEW GOH�jf-KGL/ILIFY - -